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RF-19-111Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:02/12/2019 Parcel Number 28 NW 100TH ST, Miami Shores, FL 33150 1131010180440 Contacts Pertaft mo.: RF-0149-111 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 08/12/2019 JACK OJALA Owner 28 NW 100 ST, MIAMI SHORES, FL 331501204 Other: 3057582987 VICTORY E & I ROOFING AND Contractor CONSTRUCTION LLC VINAYAGAR M BALAKRISHNAN 11027 BAYBREEZE WAY, BOCA RATON, FL 33428 Business: 9549372697 Other:9543055025 Description: RE -ROOF FLAT ROOF Valuation: $ 3,600.00 Inspection Requests: 305-A24949 TotalSq Feet: 200.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $0.80 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $274.70 Payments Date Paid Amt Paid Total Fees $274.70 Credit Card 02/12/2019 $224.70 Credit Card 01/16/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work c ed hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements `or s ecifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work donerby'either yself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS E OORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authoriz ove named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date February 12, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER• (305) 762-4949 RIEC AN 16 1019 FBC 20Q� I BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 4BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF - CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 28 NW 100 ST City: Miami Shores County: Miami Dade Zip: '�3)55D Folio/Parcel#: 11 -3101 -018-0440 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: _ BFE: FIFE: OWNER: Name (Fee Simple Titleholder): JACK RANDOLPH OJALA JTRS Address:28 NW 100 ST City: Miami Shores State: FLORIDA Tenant/Lessee Name: Phone#: Email: V,&A'0\ 10\ LKM 4U U 3' "", 305-758-2987 Zip: 33150 CONTRACTOR: Company Name: Victory E&I Roofing & Constructions LLC Phone#: 954-9372697 Address: 4491 Sterling RD City: DAVIE State: FLORIDA Zip: 33314 qualifier Name: Balakrishnan Vinyagar Phone#: 954-9372697 State Certification or Registration #: Florida Certificate of Competency #: ccc1330750 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3600 Square/Linear Footage of Work: 200 Sq Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: RE ROOF FLAT ROOF Specify color of color thru tile: Submittal Fee $ QI Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF S DBPR $ CO/CC $ Notary $ Double Fee$ Bond $ Ew' TOTAL FEE NOW DUE $ 2 Z q , —4 d (Revised02/24/2014) 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 s posted notice, the inspection will not be approved and a reinspection fee will be charged. • c Signature _ Signature j r OWNER or AGENT A CONTRACTOR T e f regoing instrument lwas acknowledged before me this day of / t^� n 20� by Ck C AAr. who is personally known to or who has doduced as identification and who did take an oath. NOTARY PUJLIC: O'240 -LJ36-- 44 —71010 » C) Sign Print: Seal: The f regoing instrument was acknowledged before me this day ,o_f! � ,(,, V C1 2�0 � by Oni y� kini l w overSonally known to me or who has produced identification and who did take an oath. NOT Sign Prin, Seal. W SIGAL ABERGEL =ot�Y a��c'' Notary Public - State of Florida SIGALABERGEL r°.�. �b Notary Public - State of Florida • Commission # GG 141133 Commission # GG 141133 'Foci„•;' Bonded through nalNct ryAssn.r� of Bonded throughNationatNotaryAssn. APPROVED BY ` Plans Examiner Zoning Structural Review Clerk Address Owner Name Folio SEARCH: 28 nw 100st Suite a Back to Search Results PROPERTY INFORMATION Folio:11-3101-018-0440 Sub -Division: NAVARRO SUB Property Address 28 NW 100 ST Miami Shores, FL 33150-1200 Owner JOAN SUSAN OJALA JTRS JOYCE ANN OJALA JTRS JACK RANDOLPH OJALA JTRS Mailing Address 28NW100ST MIAMI SHORES, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ 5240 S University Dr Suite 106 • Davie, FL 33328 • Phone: 954-805-1318 Jack Ojala Phone:305-758-2987 Cell: 305-758-2987 28 NW 100 St Miami Shores, FI 33150 Print -date: 1 9-2019 In this proposal you will find our overview of your project. If you have any further questions or concerns please contact our office and our secretary will be happy to assist you. In the event you need to reach one of us directly our secretary will con- nect you through. Also, don't hesitate to call or text the mobile numbers we have provided you. At Victory E&I Roofing and Construction we strive constantly to ensure not only quality in our products but also customer satisfaction. Our staff works around the clock to ensure your project moves as quickly and efficiently as possible. We always appreciate new and recur- ring business as well as referrals. We look forward to doing business with you soon! Project Overview Code Title Description Price Re -Roof Flat Roof Flat Roof R- 2 SQ $3,600.00 R-20 20 Permit Fee Permit Fee Provide all necessary permit applications and documents required by the $0.00 city Submit all permit documents and obtain approved permits prior to com- mencing work. Total Price: $3,600.00 Description Obtaining necessary roofing permits including transporting as needed throughout the project in accordance with the local permitting jurisdictional guidelines. Preparation: 1.) Remove the existing roof system to a clean, workable surface, and dispose of all debris. Proposal includes all disposal fees. 2.) Replace rotted or damaged lumber. proposal includes (6) sheets of standard plywood or 150 linear feet of standard deck- ing. Additional plywood will be replaced at $75.00 per sheet or ($2.34 per sq. ft.) or $4.00 per foot for standard decking in- stalled. 3.) Dump trucks will be used opposed to roll off containers and any recyclables separated and disposed of accordingly. All roofing materials removed from building will be disposed of as well as any debris created throughout the process. Proposal includes all disposal fees. 4.) Proposal includes replacing 75 Linear feet of rotten or damaged fascia board. 1 x 2 firring strips will be replaced or in- stalled as needed at no extra charge. 5.) Re -nail existing decking using 2-1/2" 8-D ring shank nails. Flat Roof Material 1.) Install / prime a "Factory Painted" GLUM ROOF EDGE 26GA 3X3 WHITE (Drip Edge) metal fastened every 4" using 1- 1/4" ring shank nails. 2.) Replace L flashing as needed with galvanized L flashing. 3.) Install 16" galvanized metal GALV ROLL VALLEY 26GA 16"X50' MILL in all roof valleys and tie ins. 4.) The following materials are used in the installation Flat Roof: KARNAK #155 AMPHIBICOTE A/F 5GAL PS GRIPRITE 1-1/4 R/S COIL DADE 7.2 ALL PURPOSE VENT PITCHED 10" PS GRIPRITE 1-1/4 R/S COIL DADE 7.2 S/E TIN CAPS - DADE 50 LB BOX CT FLINTLASTIC GMS WHITE 1 SQ/RL GAF #75 BASE SHEET 3SQ/RL GAF PLY 4 FELT 5SQ/RL (x2) LAYERS CONT TYPE 3 ASPHALT NO ODOR 50# PAK GAF MINERAL CAPSHEET Flat Roof Labor 1.) Tear off damaged area till plywood is seen 2.) Replace all rotten plywood 3.) Install 30 Pound Felt Paper 4.) Install 75 Pound Base Sheet 5.)Install Cap Sheet With Hot Mop 6.) Install Mineral Cap Sheet PAYMENT TERMS AS FOLLOWS: 10% INITIAL DEPOSIT TO OBTAIN PERMIT. 30% WHEN PERMIT IS OBTAINED. 30% AFTER PASSING 1ST INSPECTION. 30% AFTER FINAL INSPECTION NOTE: ALL WORK PERFORMED BY VICTORY E&I ROOFING AND CONSTRUCTION TO MEET OR SURPASS CUR- RENT BUILDING CODE. PLEASE CONSULT AN ENGINEER OR AN ARCHITECT FOR ANY ROOF SYSTEM DESIGN FACTORS SUCH AS SLOPE, DRAINAGE, INSULATION, SPECIFICATION AT FIELD, WALLS & EQUIPMENT DETAILS ETC. THE FOLLOWING CONDITIONS ARE HEREBY MADE A PART OF THE PROPOSAL ON THE REVERSE SIDE OF THIS SHEET & ARE TO BE CONSIDERED A PART OF THE CONTRACT ENTERED BETWEEN US. BY THE SIGNING THE ACCEPTANCE & APPROVAL ON THE REVERSE SIDE & THE PERFORMANCE OF EACH OF WHICH SHALL BE A CONDITION PRECEDENT TO ANY RIGHT OF CLAIM OR RECOVERY HEREUNDER. THIS CONTRACT CONSTITUTES THE ENTIRE AGREEMENT BETWEEN THE PARTIES AND NO ORAL MODIFICATION THEREOF SHALL BE MADE. UNFORESEEN CONDITIONS: THIS CONTRACT IS BASED ON VISUAL CONDITIONS, SHOULD UNFORESEEN CON- DITIONS ARISE THAT COULD NOT BE DETERMINED BY VISUAL INSPECTION SUCH ADDITIONAL WORK SHALL BE PERFORMED ON A TIME AND MATERIAL or FIRM BID BASIS. PAYMENT: PAYMENT OF ALL OR PART OF THIS CONTRACT, ACCORDING TO THE TERMS OF THE CONTRACT, SHALL BE DUE AS PRESENTED. VICTORY E&I ROOFING AND CONSTRUCTION PAYMENT SHALL IN NO WAY BE CONTINGENT UPON THE ACCEPTANCE OF WORK DONE BY OTHERS AND OVER WHICH VICTORY E&I ROOFING AND CONSTRUCTION HAS NO CONTROL. NO RESPONSIBILITY IS HEREBY ASSUMED FOR WORK DONE BY ANY- ONE OTHER THAN AN EMPLOYEE. IF IT BECOMES NECESSARY TO INCUR ANY EXPENSES IN THE COLLECTION OF ANY MONEY DUE HEREUNDER, INCLUDING REASONABLE ATTORNEYS FEES, IT IS UNDERSTOOD THAT THESE EXPENSES SHALL BE PAID BY THE OWNER, CONTRACTOR, PROPERTY OWNER OR THEIR AGENT. THE MAXIMUM LEGAL RATE OF INTEREST SHALL BE CHARGED ON ACCOUNTS NOT PAID WITHIN 30 DAYS FROM BILLING, SUCH INTEREST TO COMMENCE TO RUN ON THE 31ST DAY. ALL COSTS INVOLVED IN COLLECTION SHALL BE BORN BY THE OWNER OR HIS ACTING AGENT. SHOULD VICTORY E&I ROOFING FULL PAYMENT NOT BE RECEIVED, ALL WARRANTIES BECOME NULL AND VOID. THE CLIENT MAY PAY ALL SUMS DUE UNDER THIS CONTRACT IN CASH, CHECK OR CREDIT CARD. CREDIT CARD PAYMENTS ARE SUBJECT TO AN ADDITIONAL 3% PROCESSING/CONVENIENCE FEE. NO REPLACEMENT OR REPAIR SHALL BE MADE BY VICTORY E&I ROOFING AND CONSTRUCTION CAUSED BY OWNER OR ANY OTHER WORKER OTHER THAN AN EMPLOYEE OF VICTORY E&I ROOFING AND CONSTRUCTION, WITHOUT OWNER BEING SUBJECT TO A SERVICE CHARGE, MINIMUM CHARGE, FIRM BID PRICE OR TIME AKIQ MATERIAL CLAIMS: ALL CLAIMS FOR NON -FULFILLMENT OF THIS CONTRACT SHALL BE MADE NOT LATER THAN 30 DAYS/ AFTER COMPLETION OF THE WORK. VICTORY E&I ROOFING AND CONSTRUCTION LIABILITY IS LIMITED ONLY TO LABOR & MATERIAL AND DOES NOT ASSUME OR ACCEPT NEITHER ANY RESPONSIBILITY FOR INTERIOR OR EX- TERIOR DAMAGE NOR ANY DAMAGE TO CONTENTS WITHIN THE SUBJECT PROPERTY. TIME LIMIT THIS PROPOSAL IS MADE FOR IMMEDIATE ACCEPTANCE AND IS SUBJECT TO WITHDRAWAL WITH- OUT NOTICE. THIS CONTRACT IS MADE WITH THE UNDERSTANDING WHEN ACCEPTED BY THE OWNER OR HIS AGENT AND APPROVED BY VICTORY E&I ROOFING AND CONSTRUCTION, ALL CONDITIONS ON THE REVERSE SIDE BECOME AN INTEGRAL PART OF THIS CONTRACT. ORAL PROMISES: VICTORY E&I ROOFING AND CONSTRUCTION ASSUMES NO RESPONSIBILITY WHATSOEVER FOR ORAL PROMISES. ALL TERMS AND CONDITIONS MUST APPEAR IN WRITING AND APPEAR ON THIS CON- TRACT. THERE ARE NO PROMISES, REPRESENTATIONS OR UNDERSTANDING OUTSIDE OF THIS INSTRUMENT, AND EXCEPT AS HEREIN OTHERWISE EXPRESSLY PROVIDED. THIS INSTRUMENT SHALL NOT BE ALTERED OR MODIFIED EXCEPT BY AN AGREEMENT IN WRITING SIGNED BY THE PARTIES HERETO, AND NO OFFICER AGENT OR EMPLOYEE OF THE SELLER SHALL HAVE THE POWER TO WAIVE OR TO BE DEEMED OR HELD TO HAVE WAIVED ANY PROVISION HEREOF, UNLESS SUCH WAIVER SHALL BE IN WRITING AND SIGNED BY VICTORY E&I ROOFING AND CONSTRUCTION, OR ITS DULY AUTHORIZED REPRESENTATIVE. CEILINGS: VICTORY E&I ROOFING AND CONSTRUCTION WILL NOT ASSUME OR ACCEPT ANY RESPONSIBILITY OR LIABILITY FOR DAMAGED OR STAINED CEILINGS, CRACKED OR FALLING PLASTER, INSULATION OR ACOUSTICAL TILE; CAUSED BEFORE, DURING OR AFTER WORK IS COMPLETED, NOR FOR REPAINTING OR RE- FINISHING OF DAMAGED AREAS. L-FLASHING IN WALLS AND CHIMNEY'S WILL NOT BE REMOVED UNLESS IT IS SPECIFICALLY STATED WITHIN THE COURSE OF THE WORK AS PRESENTED IN THIS CONTRACT. (SHOULD THE L-FLASHING HAVE TO BE REPLACED THE ADDITIONAL CHARGE WILL BE DETERMINED AS IS NEEDED). REQUIRED SLOPE OF ROOF: VICTORY E&I ROOFING AND CONSTRUCTION. ASSUMES NO RESPONSIBILITY WHATSOEVER FOR LIABILITIES ARISING FROM ROOFS NOT MEETING 1/8" IN 12" MINIMUM SLOPE AS REQUIRED BY FBC &/OR ANY OTHER PREVAILING MUNICIPAL COUNTY OR STATE REQUIREMENTS. VICTORY E&I ROOFING AND CONSTRUC- TION ACCEPTS NO RESPONSIBILITY FOR POUNDING OR STANDING WATER. WARRANTY: WE ASSUME NO RESPONSIBILITY FOR DAMAGES CAUSED BY ANY ACTS OF GOD SUCH AS HURRI- CANES, TORNADOS, LIGHTING, ETC. OR ANY OTHER ACTS BEYOND OUR CONTROL. WE FURTHER ASSUME NO RESPONSIBILITY FOR DAMAGES CAUSED BY PLANT LIFE, TERMITES OR NEGLIGENCE ON PART OF THE OWNER OR OWNERS AGENT. SHOULD VICTORY E&I ROOFING AND CONSTRUCTION NOT RECEIVE FULL PAYMENT FOR SERVICES RENDERED ANY GUARANTEE PROVIDED BECOMES NULL AND VOID. CONTRACTOR'S WARRANTY SHALL BE LIMITED TO DEFECTS IN WORKMANSHIP WITHIN THE SCOPE OF WORK PERFORMED BY CONTRAC- TOR AND WHICH ARISE AND BECOME KNOWN WITHIN TEN (10) YEARS FROM THE DATE HEREOF. ALL SAID DE- FECTS ARISING AFTER TEN (10) YEARS AND DEFECTS IN THE MATERIAL ARE NOT WARRANTED BY CONTRAC- TOR. CONTRACTOR HEREBY ASSIGNS TO OWNER ALL WARRANTIES ON MATERIALS AS PROVIDED BY THE MAN- UFACTURER OF SUCH MATERIALS. VICTORY E&I ROOFING AND CONSTRUCTION RESERVES THE RIGHT TO CORRECT ANY & ALL PROBLEMS, CON- DITIONS, IMPROPER WORKMANSHIP WHERE IT IS FOUND RESPONSIBLE. VICTORY E&I ROOFING AND CON- STRUCTION CAN FURTHER AUTHORIZE THAT THE OWNER/AGENT MAY CALL IN OTHERS, BUT WILL NOT ACCEPT ANY RESPONSIBILITY OR LIABILITY FOR SERVICES PERFORMED BY OTHERS, NOR SHALL PAYMENT FOR LABOR & MATERIALS EXCEED WRITTEN AGREEMENT BETWEEN VICTORY E&I ROOFING AND CONSTRUCTION & OWN- ER/AGENT. DELAYS: IF FOR ANY REASON SHOULD VICTORY E&I ROOFING AND CONSTRUCTION BE UNABLE TO FULFILL THIS CONTRACT DUE TO STRIKES; MATERIAL SHORTAGES, LABOR DISPUTES; FAILURE TO PAY INVOICES AS PRESENTED; COURT INJUNCTIONS OR LEGAL ACTION; OR ANY TYPE OF PROPERTY OWNER DISPUTE, VICTORY E&I ROOFING AND CONSTRUCTION SHALL BE ENTITLED TO ALL LABOR, MATERIAL, LOSS OF REVENUE, RENTAL & SET-UP FEES FOR STARTING AND STOPPING, PLUS ALL LEGAL FEES. VICTORY E&I ROOFING AND CONSTRUC- TION IS NOT RESPONSIBLE IN ANY WAY AFTER THE JOB HAS BEEN HALTED; DELAYED OR CANCELED FOR DAM- AGES, CLAIMS OR INJURIES. CANCELLATIONS: IF CONTRACT IS CANCELED BY OWNER AFTER 3 DAYS FROM DATE OF SIGNING, BUYER SHALL FORFEIT 50% OF ANY DEPOSIT MADE TOWARD THIS CONTRACT SHOULD A DEPOSIT BE REQUIRED. THE OWNER WILL BE RESPONSIBLE FOR ANY EXPENSES VICTORY E&I ROOFING AND CONSTRUCTION HAS IN- CURRED IN CONNECTION WITH THE JOB START PREPARATION, PERMITTING, CANCELLATION FEE'S FOR MATE- RIALS ORDERED, RESTOCKING FEES OF MATERIALS ORDERED ETC. VICTORY E&I ROOFING AND CONSTRU TION MAY CANCEL CONTRACT AND RETURN FULL DEPOSIT AT ANY TIME PRIOR TO JOB START. SOFFIT REPAIR OR REPLACEMENT: IS NOT PART OF THIS CONTRACT/SCREEN ENCLOSURES: REMOVED & R� PLACED BY OTHERS THROUGH OWNER OR AGENT. VICTORY E&I ROOFING AND CONSTRUCTION IS NOT RE- SPONSIBLE FOR DAMAGE TO SCREEN ENCLOSURE OR SCREENS IF ENCLOSURE IS NOT BACKED FROM EDGE OF ROOF. SOLAR UNITS: REMOVED & REPLACED BY OWNER OR AGENT. GUTTER SYSTEMS REMOVED BY OTH- ERS. IN THE EVENT WOOD ROT IS DISCOVERED DURING THE TEAR -OFF PHASE, VICTORY E&I ROOFING AND CONSTRUCTION WILL REMOVE GUTTER SYSTEM AND OWNER OR OWNERS AGENT TO REPLACE. VICTORY E&I ROOFING AND CONSTRUCTION WILL NOT ACCEPT ANY LIABILITY NOR RESPONSIBLY FOR THE CONDITION OR FUNCTIONALITY OF GUTTERS. VICTORY E&I ROOFING AND CONSTRUCTION SHALL NOT BE HELD RESPONSIBLE FOR CRACKS IN DRIVEWAYS, CURBS & SIDEWALKS; OR FOR FLORAL DAMAGE; OR FOR DEBRIS THAT FILTERS THROUGH EXPOSED BEAM CEILINGS; NOR FOR ANY ROOFING MATERIALS SUCH AS CEMENT TILE, SHINGLES, and METALS ETC. CHANGING COLOR OR SHAPE OF MATERIALS, INCLUDING LUMBER SIZE. TIME OF COMPLETION: VICTORY E&I ROOFING AND CONSTRUCTION SHALL COMMENCE THE WORK TO BE PERFORMED UNDER THIS CONTRACT WITHIN TWO WEEKS OF RECEIPT OF FIRST DEPOSIT. A DATE WILL BE SET FOR THE SUBSTANTIAL COMPLETION DEPENDING ON THE SCOPE OF WORK FOR THE ADDRESS LISTED IN THE ATTACHED PROPOSAL. VICTORY E&I ROOFING AND CONSTRUCTION SHALL NOT BE LIABLE FOR ANY DELAY DUE TO CIRCUMSTANCES BEYOND ITS CONTROL INCLUDING PERMIT ISSUES, STRIKES, CASUALTY, ACTS OF GOD, ILLNESS, INJURY, OR GENERAL UNAVAILABILITY OF MATERIALS. CHANGES TO SCOPE OF WORK: OWNER MAY MAKE CHANGES TO THE SCOPE OF THE WORK, INCLUDING CHANGES TO THE DRAWINGS AND SPECIFICATIONS, FROM TIME TO TIME DURING THE CONSTRUCTION OF THE PROJECT. HOWEVER, ANY SUCH CHANGE OR MODIFICATION SHALL ONLY BE MADE BY WRITTEN "CHANGE OR- DER" SIGNED BY BOTH PARTIES. SUCH CHANGE ORDERS SHALL BECOME PART OF THIS CONTRACT. OWNER AGREES TO PAY ANY INCREASE IN THE COST OF THE PROJECT AS A RESULT OF A CHANGE ORDER. IN THE EVENT THE COST OF A CHANGE ORDER IS NOT KNOWN AT THE TIME A CHANGE ORDER IS EXECUTED, THE CONTRACTOR SHALL ESTIMATE THE COST THEREOF AND OWNER SHALL PAY THE ACTUAL COST WHETHER OR NOT IT IS IN EXCESS OF THE ESTIMATED COST. Contractor Name: Victory E & Aofing and Construction_ Contractor Signature 1� l Date: L l I 'A Signature Print Name: Date: M IAM I•DADE) �ttai ME Florida Department of Department of Regulatory and Economic Resources 4' Environmental Protection Environmental Resources Management FLO A 701 NW 1st Court, 2nd Floor Division of Air Resource Management Miami, Florida 33136-391.2 T: 305-372-6925 Fax: 305-372-6954 NOTICE OF DEMOLITION OR ASBESTOS RENOVATION miamidade.gov TYPE OF NOTICE (CHECK ONE ONLY) ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION E ROOFING IF DEMOLITION, IS ITAN ORDERED DEMOLITION? ❑ YES ❑✓ NO IF RENOV ATION: IS ]TAN EMERGENCY RENO VATION OPERATION? ❑ YES ❑✓ NO File # IS ITA PLANNED RENO VATION OPERATION? ❑ YES ❑✓ NO Process # I. Facility Name Address Z AN n City Miami rj h o 1 l S State FL Zip 3 0 County MIAMI DADE Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years 138 Prior Use: ❑ School/College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School/College/Univers]t ❑ Residen e ❑ Small Business Other 11. Faci;ityOwner ocl� c�0 Phone Address Z Oil City M\clVI&\ s �S State FL Zip a,7SItzo III. Contractor's Name VICTORY E&I ROOFING and CONSTRUCTION LLC Phone 954-937-2697 Address 4491 STRILING RD #201 City DAVIE State FL Zip 33314 Is the contractor exempt from licensure under section 469.002(4), F .S.? © YES ❑ NO IV. Scheduled Dates: (Notice must be postmarked 10 working da ys before the project start date) Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or reno vation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. VI. VII. Procedures to be Used (Check AIIThatApply): ❑ I Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ I Wrecking Ball ❑ I Wet Method ❑ Dry Method ❑ Explode ❑ I Burn Down OTHER: Roof Procedures for Unexpected RACM: Asbestos Waste Transporter: Name Phone Address City State Zip VIII. Waste Disposal Site: Name Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM* square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on - site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during rmal busiq s hour . ave rgad knd undersf ood the additional information provided on the back of this form. 1(Print of Ownller peratc ` (Signatur ePTwner/Operator) (Date) (Contact phone #) RER USE U Postmark/Date Received ID # 161 _01-158 10/10 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve Gold -Reserve ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application FoC.— Section A (General Information) Master Permit No. Process No. Contractor's Name Victory E&I Roofing and Construction LLC .lob Address 28 NW 100 ST Miami Shores, FL 33150- ROOF CATEGORY 1 N Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile �19 6 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 . . .... • • • ...... • ROOFTYPE •••••• • • •••••• ❑ New Roof ❑ Repair ❑ Maintenance ® Reroofing ❑ Roaouering . . : • • • •: ROOF SYSTEM •••• • ••.••• INFORMATION •••••• •••• ••••• •• •• •• • •••••• Low Slope Roof Area (SF) 200 Steep Sloped Roof Area (SF) 1�it�1�SE) 2 m • • . . . . ...... Section B (Roof Plan) • • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drairwn • • • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 28 NW 100th St, Miami Shores, FL Victory Engineers and General Contractors Length Diagram Ridge Length = 183 ft [Red Lines] 18 Valley Length = 36 ft [Blue Lines] 36 17 This diagram contains values derived from roof pitches that were not determined or verified by EagleView Technologies. Note: In some cases, segment lengths under 5 feet have been removed for readability. Page 1 02008-2019 Eagle Vew Technologies, Inc. and Pictometry International Corp. —All Rights Reserved —Covered by one or rnore & U.S. Patent Nos. 8,078,436; 8,145.578; 8,170,840; 8.209,152; Report: 26546193 8,515.125; 8,938,090; 8,818,770, 8,542,880; 9,244,589; 9,329.749. Other Patents Pending. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES. SECTION1525 HIGH -VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Reggirdtl Permit Application Form See List Below Low Slope Application A,B,C *so• 1,2,3,4,5,6,7 a ' Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 ++.•• Asphaltic Shingles A,B,D 1,2,4,5,6,7 • Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 :••:• Metal Roofs A,B,D 1,2,3,4,5,6,7 • • Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation • • • • • • .. ••• •• ••• FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 5.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. ectlon _C_.(Low Slope Application) Surfacing: _ NIA Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used, identify as "NA") Field: 9 " oc @Lap, #Rows 2 6 " oc System Man ufacturer:GG^A.F Perimeter: 6 " oc @Lap, #Row @ 6 " oc Product Approval No., i8-0919.12 Design Wind Pressures, From RAS 128 or Calculations: Pmaxi:-49.2 Pmax2:-82.6 Pmax3:-124.3 Max. Design Pressure, from the specific Product Approval system: —,r -5--_.� _..._ Deck: Type: Plywood Deck _ Gauge/Thickness:5/8" Slope:min 118 = 12(EXSlTING) Anchor/Base Sheet & No. of Ply(s):N/A _ Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: NIA Base Insulation Size and Thickness: Base Insulation FastenerlBonding Material: Top Insulation Layer: N/A Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No, of Ply(s): G.A.F 75# Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): G.A,F Rubroid 20 Ply Sheet FastenerlBonding Material: ASPHALT TYPE 4 Top Ply. G.A.FMINERAL CAP SHEET Top Ply FastenerlBonding Material: �T TVPF d . Corner: 6 .__" oc @ Lap, # Rows 4_ @ 6 " oc Number of Fasteners Per insulation Board: Field N/A Perimeter N/A Corn,'fl" • • •••• Illustrate Components Noted andfletaMs as .•���• Applicable: • • • • • • • Woodblocking, Gutter, Edge Termir"ijiw ipping, Fla4iing, Continuous Cleat, Cant Strip, Base Fjgsrl g, Counter - Flashing, Coping, Etc. • • • • • • • • Indicate: Mean Roof Height, Parapet't?eight, Heighlof Base Flashing, Component Material, Malbl'I l•f tkness, M%*Per Type, Fastener Spacing or Submit** • • • • • O feet 518" plywood I%PIS 1h base sheet 1 /,' ring(deforoted) shmd: Waits & 1 /e" tin ing t-pIiesorRubbereid R-20-Type-IVasphatialtachotent Grantdnled Mineral Cap sheet -Type -IV asphalt allacluuent e1LL `f11E Al1'.;\1RRAi\F.5 ll`ILL RE'1'1;R1)INr1'i'P,i) OiV 'I'(TS' Ul' PARAPI{1" WALLCOVERED WITIl i\K)DIFIED ill EMMtANI; FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 16.33 Edge Nailable Deck MIAMI•DADE 0 "Oelivering Excellen eEverb 0aY" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Itrtei plies Base Sheet .... . • • • • . ...... .... ..... . . . . % ...... .... Roof Mean Height' • 1 a f$. • • • • • • • • Drip Metal: 3" Face 26 ga. drip metal Surfacing: Drip Metal n/A Top Ply: Mineral Surfaced Fiberglass Cap Sheet Interplies: Ruberiod 20 Base Sheet: # 75 Glass Base Sheet Deck Type: 5/8" Plywood OR SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope, As it pertains to the section, it is the responsibility of roofing contractor to provide the owpip6with the required roofing permit, and to explain to the owner the content of the section. The provisions of 5ectiari R4402 ...... govern the minimum requirements and standards of the industry for roofing system insfarlations. Additionally, the •' following items should be addressed as part of the agreement between the owner ant tti® eerttractor. Ve owner's • • • • • initial in the designated space indicates that the item has been explained. • • •: •. .... . ..... 2. nailing wood decks: When replacing roofing, the existing wo'dcCrWdeck ruati63ue to .. . . . ...... lenailed binac1cordance with the current provisions of Section R4403. (The roof deck is usuaQ'y. c ncealed prior to removing the existing roof system). ' . . . . ...... 4• xposed Ceiling: Exposed, open beam ceilings are where the underside of the'rpdidtking • n be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6.$ischarge 'aerflow scuppers (wall outlets): It is required that Atensi5o off that the roof is overloaded from a buildup of water. Perimeter/edge wall or othy block this if overflow scuppers (wall outlets) are not provided. It minstall overflow scupper in accordance with the requirements of Sections R4402,13. C Own Agent's Signature Date Contractor SDate �-� IVw Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Miami shores'Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. •••• ' ••••;• To: Miami Shores Village Building Department Date: ' ' ' . see** 10050 NE 2na Ave �; • • Miami Shores, FI 33138 ...... .... ..... Re: Owner's Name:` �C�'� �h� p`\ ��A1A •• •• •• •••••• Property Address: ?2 ,# hL i 00 ,r $Mlc. voj 13bo s* ,01.E • � , k . • • • • ...... .. .. Roofing Permit Number: . . Dear Building Offici I, n .. I �>Ma '(certify that I have improved the roof to wall connections of the referenced property as required by thI ofurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by r a Building Commission by Rule 9B-3.047 F.A.C. nature State of Florida County of Dade ��1� �S�bIC'►Vl V �1�'� �{,� `L�1 r Print Name The undersigned, being the first duly sworn, pas s and says that he/she is the owner for the Bove property mentioned. Sworn to and subscribed before me this day of Gl �V��. 20 Notary Public, Sate of Florida at Large (SEAL) p'• SIGALABERGEL "—� r oMY vssy6ieloNiedoppN45naylpapuo9Notary Public - State of Florida yo's* Commission=GG141133 FINAL COMPLIANCE Revised on 5/21/20 "`.•' Comm. ExoiresSep4,2021 £Ellbl99 uoisslwwo)\ll F .`, Bonded through natioral notary Assn. epuol j �o a1e15 - o lgnd /yea N 1�` r•;: RE Permit # Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7W2204 Fax: (305) 756.8972 DATE: ...... . ...... � Kk ho, ►n Vi v�,a Q r licensed as a (n ContratJio •tngine;f ttt�hitect,• • • • • .. .. . ...... (Print name and circle License Type) FS 468 Building Inspector • • • • • . • •• •••• License #: 7 5 O CC C� ...... On or about I did personally inspect the roof deck nailing INSPECTION AFFIDAVIT (Date & time) 1 work at 2�3 AV Wo 5t 331ro Complete Job 5 to Address) Based upon that examination I have d t mined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553,844 F.S) VM 1� ' Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. r. Sworn to and subscribed before me this day of_ 6'.— Notary Public, Sate of Florida at Large YI ��` ��' `� l� �1)n —5 y1A `Genera(, Building, Residential, or Roofing Concto permit # and address # clearly shown marked o��fi e o- 6—A — rnrinI'MIAur91P)nn0 101 1 5 5t✓ a 6 C) ) �hllda[ certified under 488 F.S. h of e h plane of the roof with e uch, n ins ctio=GG `^p" Notaon'I�icaeachlnspeeflon _ , - ':^Co141133ep 4, 20218erdealNotaryAssn. 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 FO&EXISTING S1?Ic..' .. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: _ �Q Property Address: Z Roofing Permit Number: ...• • . ...... D'at�:•C� •• .. •• •....• ...... 10 Sf .. Dear Building Official: Q,0, Jo1w Q ►` certify that I am not required to retrofit the roof to wall connections of my build' 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. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Bu State of Florida County of Dade Code (1994 SFBC) Print Name The undersigned, being the first duly sworn, eposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day ofC11nVh C,k C SIGALASERGEL Notary Public, Sate of Florida at Large Notary Public - State of Florida * Commission # GG 141133 My C.rpm. Expires Sep 4, 2021 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the b din,4, OFsiRo cons�4i�t"ctt}h ^z1 Nota Assn SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane i iqa ion. Revised on 5/21 /2009 MIAMI•DADE MIAMI-DADE COUNTi' a PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND F.CONOMiC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.mianridade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 0000 materials. The documentation submitted has been reviewed and accepted by Miami -Dade t �ounVRER - 0 • • • • 4 Product Control Section to be used in Miami Dade County and other areas where allowed bye*e o • • •• Authority Having Jurisdiction AFIJ . ••.••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyv ociuct • 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 ols'lli tisting . �: • and the AID may immediately revoke, modify, or suspend the use of such product or material thin • • • • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by hf iarrti-Dade • County Product Control Section that this product or material fails to meet the requirementsof thi • • • • • 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 Ruberoid®Modified Bitumen Roof System for Wood Decks. I 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 renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.12 MIAMMADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 ••• ••• • ••• • ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: A.PP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: • • • • TABLE •••• Test Product* :•..:• Product Dimensions Snecificatiorr Description ' ...• GAFGLASO Ply 4 39.37" ASTM D2178 Smooth surfaced asphalticply ;beet • (1 meter) Wide reinforced with fiberglasl &TW..' Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced asphalt"aysbeet .... (1 meter) Wide reinforced with fiberglasr.vh..' '�•' GAFGLAS' 39.37" ASTM D2178 Smooth surfaced asphalticoy cbeet FlexPly"' 6 (1 meter) Wide reinforced with fiberglass* mat, GAFGLAS® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base or:bas•%p sheet • • (1 meter) Wide reinforced with fiberglass mat. • • • rt- y Base Feet 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® 480 Ultima" Base 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet Sheet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic perforated Perforated Venting Base Sheet (I meter) Wide venting base sheet reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid® HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass inat. Ruberoid® HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid® HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (I meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat- (1 meter) Wide welded. SBS cap sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 teeter) Wide applied SBS cap sheet reinforced with a polyester mat. MlAMI•DADECOUNTY NOA No.: 18-0919.12 I M AD Expiration Date: 11/06/23 UNM Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid° EnergyCap'. H W 1 meter ASTM D6164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT®EnergyCote­ Elastomeric Coating. Ruberoid®Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester •... mat. . • 000090 Tri-Ply' APP Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP cap, Membrane (1 meter) Wide base or ply sheet reinfor"swillaa polyester mat. . • . • .. • Ruberoid® Torch Granule 39.37" ASTM D6222 Granule surfaced torch a�pliod•APP cat... (1 meter) Wide sheet reinforced with a polyester mat. • Tri-Ply" APP Granule Cap 39.37" ASTM D6222 Granule surfaced torch appltied• � PP eag • • • Sheet (1 meter) Wide sheet reinforced with a pelyeattr mat. • • • Ruberoid Torch Plus Granule 39.37" ASTM D6222 Fire retardant granule su faceU torch FR (1 meter) Wide applied APP cap sheet relnforc;d with • • • • • polyester mat. • • • Ruberoid® EnergyCap"' 39.37" ASTM D6222 Fire retardant granule surfaced torch •„.,. Torch Plus Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester gnat. Cap sheet is factory coated with TOPCOAT® EnergyCote" Elastomeric Coating. Ruberoid® EnergyCap`" 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCote" Elm-toilleje Coofing Ruberoid® 20 Smooth 39.37" ASTM 136163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® 30 Plus Granule FR 39.37" ASTM D6163 Fire retardant granule. surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid° Mop Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ply® SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. intec Flex PRF 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester gnat. Ruberoid' Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (I meter) Wide sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 3 of 67 Product Ruberoid® Mop Smooth 1.5 Ruberoid' Mop Plus Smooth Ruberoid' Mop Plus Granule Ruberoid' Mop Plus Granule FR Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Ruberoid EnergyCap•"' Mop 39.37" ASTM D6164 Plus Granule FR (1 meter) Wide Ruberoid' Mop Granule FR 39.37" ASTM D6164 (I meter) Wide Ruberoid EnergyCap*" 30 39.37" ASTM D6163 Granule FR (1 meter) Wide Product Description Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or ply sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop 0000 applied SBS cap sheet reinforced with a• ... • polyester mat. • • • . Fire retardant granule stwfRcedviop applied SBS cap sheet reiYfaoad with a polyester mat. Cap sheet is festory coated with TOPCOAT' Energycatero : • 0.0 • Elastomeric Coating. see— • • • • Fire retardant granule suvfeica4mop • • • applied SBS cap sheet roinAmottl with a • polyester mat. • Fire retardant granule su;fac jdIViop • applied SBS cap sheet reit0brced with • • • • fiberglass mat. Cap sheet is factory coattdo • with TOPCOAT® EnergyCote•" _.... __,.._. _---_---_ ,___.___. ___ .� :Elastomeric Coa i ,_____.-_------_ GAFGLAS® Mineral -Surfaced 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Cap Sheet (I meter) Wide reinforced with fiberglass mat. Tri-Ply' BUR Granule Cap 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Sheet (1 meter) wide reinforced with a fiberglass mat. GAFGLASI EnergyCapT" 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Mineral -Surfaced Cap Sheet (1 meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. TOPCOAT' Membrane 1, 5 or 55 gallons ASTM D6083 Water based elastomeric coating. United Coatings" Roof Mate TCM Coating TOPCOAT® Surface Seal SB 1, 5 or 55 ASTM D6083 Water -based elastomeric coating Gallons 5 or 55 gallons ASTM D6083 United Coatings... Surface Seal 5 or 55 Gallons ASTM D6083 SB Roof Coating TOPCOAT® MB Plus United Coatings... Roof Mate MB Plus Coating 5 or 55 gallons Proprietary 5 or 55 Gallons Proprietary Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. NOA No.: 18-0919.12 MIAMI-DADECdtiNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireoutTM Fire Barrier Coating, VersaShield° Fire -Resistant Roof Deck Protection, . �. (optional) VersaShield' Solo" Fire -Resistant Slip Sheet, DensDeck® Roof Boar;, • • • • SECUROCKI Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Voof board.:...:. • Base sheet: GAFGLAS® 980 Ultima "' Base Sheet, GAFGLAS® Stratavent'Nai+*Cp Venting • • Base Sheet, Ruberoid® 20 Smooth, Ruberoid' H W Smooth or Rubero k)414W 25 • • • • Smooth base sheet mechanically fastened to deck as described below:• • • • • •; •' Fastening0000 GAFGLAS' PI 4, Tri-PI © Ply 4 P] Sheet GAFGLAS° FlexPl '"" 6 •Q? pLAS®• • • • • • Y Y Y Y � Y. . .. . • • • • .... Option #1: #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets iVgrj-6p0 to • • deck with approved annular ring shank nails and tin caps at a fasteners padi nj of 9" .0 0000, o.c. at the lap staggered and in two rows 18" o.c. in the field. . . ; • • • • • . ' Not for use with DensDeck or SECUROCK Fire Barrier • 0 0 • ; .. ; • • • • (Maxinuun Design Pressure —45 psf. See General Limitation #9) • 0000 Fastening GAFGLAS Ply 4, Tri-Ply'® Ply 4 Ply Sheet, GAFGLAS' FlexPly— 6, GAFGLAS® Option 42: #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'" #12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tec", 3" Steel Plate, Drill-Tec" AccuTrac® Flat Plate or Drill -Tee"' AccuTraco Recessed Plate installed 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 Ltnittattolr Fastening GAFGLAS° FlexPly"' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or Option #3: 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. Not for use with DensDeck or SECUROCK Fire Barrier (Maxinutm Design Pressure —52.5 psf. See General Limitation #7) _ Fastening GAFGLASw #75 Base Sheet, Tri-Ply'" #75 Base Sheet or any of above base sheets Option #4: attached to deck with Drill -Tee '"` #12 Fastener or Drill-Tec" #14 Fastener and Drill - Tee"' 3" Steel Plate, Drill-Tec'" AccuTrac® Flat Plate or Drill-Tec"' AccuTrae Recessed Plate installed 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. (Mnxintatn Design Pressure —45 psf See General Limitation #9) Fastening GAFGLAS® #80 Ultima" Base Sheet, Ruberoid® 20 Smooth, Ruberoid®Mop Option 45: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maxinunn Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 MIAMMADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 51 of 67 Fastening GAFGLASQ9 #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets Option #6: attached to deck with Drill-Tec'" #12 Fastener or Drill-Tec'" #14 Fastener and Drill - Tee 3" Steel Plate, Drill-Tec" AccuTrac' Flat Plate or Drill-Tec'" AccuTrac" Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approxirnately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS`x' FlexPly"' 6, GAFGLAS® 980 Ultima" Base Sheet, Ruberoid® Mop .. • • Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth of Ruberoid' 2C * • • •' wee* Smooth sheet adhered in a full mopping of approved asphalt applied within fire EVT range and at a rate Ot ZU-4U lns.is . - Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid' Mop SmooAr r.5,•' Ruberoid® Mop Plus Smooth, Ruberoid`' Mop Granule FR, Ruberoid; Md`'Qranul$,...;. Tri-Ply` SBS Granule Cap Sheet, Intee Flex PRF, , Ruberoid®Mop Plus Ianule, Ru eroid 20 Smooth Ruberoid' 30 Granule, Ruberoid® EnergyCap*'43MItnule •' •;' • FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or Ruberoid° Mop • Plus Granule FR in adhered in a frill mopping of approved asphalt apprie.&Nthin the EVT range and at a rate of 20-40 lbs./sq._��_� _ ��N w , : • • •_: • One or more plies of Ruberoid® Mop Smooth, Ruberoid" Mop Smoothwl 5, • • Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, lntec Flex PRF, , Ruberoid® Mop Granule FR, Ruberoid® Mop Plus Granule, Ruberoid' 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap"' 30 Granule FR, Ruberoid" 30 Granule FR, Ruberoid°° 30 Plus Granule FR, or Ruberoid® Mop Plus Granule FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. 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. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Plye BUR Granule Cap Sheet or GAFGLAS'' EnergyCap"' 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. 3. TOPCOAT" Surface Seal SB or United Coatings"' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT" MB Plus or United Coatings"' Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT® Membrane or United Coatings"' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 52 of 67 •••• •••• •••• WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum''/4" DensDeckO Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: l , Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. **a* 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliancp with • �, • Product Control Approval guidelines. All other layers shall be adhered in a full nioppirjg df ; approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechgy►"UY attached using the fastening pattern of the top layer • • •: • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in aplmWed . • asphalt, panel size shall be 4' x 4' maximum. ****a* • • • 4. An overlay and/or recovery board insulation panel is required on all applications overdosed cell • • • • foam insulations when the base sheet is fully mopped. If no recovery board is used thoP64se crieet • • shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" s, 4"atrip • mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing• •••••• a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" brealeshallobe • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of eithersstein 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 (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. 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 Engineer, 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 99 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 I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 MIAMI-DADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 • des* Oka 20. Deck: C-15/32 Incline: 1 UL Class A Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-PlyO #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocya Nnurate, mechanically fastened or hot mopped or adhered wAI:UXG Inc. "011y Bond Fastening System" or any UL Classified insulation dWsite. Base Sheet: — one or more plies "RUBEROIDO 20 Smooth", "Ruberctw 20 Plus Smooth" or "RUBEROIDO HW 25 Smooth", mechanically fastened 13';f ny adhered with hot roofing asphalt. • • • • •' • Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet"-o "•Tri-PlyaW1R Granule Cap Sheet" or "GAFGLASO Energy CapTM Mineral-SUrfacCd CAp Sheer` 14. Deck: C-15/32 Incline: 2 Barrier Board (Optional): - One or more layers Georgia-Pacific Gypsum LLC "Dens Deck(r) Roof board" or "Dens Deck(r) Prime Roof board" or "Dens Deck(r) Dura Guard(tm) Roof board", minimum (1/4)-in. thick, or United States Gypsum Co. "SECUROCK(r) Roof Board" (Type FRX-G) or "SECUROCK(r) Glass -Mat Roof Board" (Type SGMRX), minimum (1/4)-in. thick. Insulation (Optional): - One or more layers perlite or wood fiber or glass fiber or polyisocya nu rate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: - One ply "GAFGLAS(r) Strata vent(r) Perforated Venting Base Sheet" or Type G2 "GAFGLAS(r) #75 Base Sheet "or "Tri-Ply(r) #75 Base Sheet" or "GAFGLAS(r) #80 Ultimo(tm) Base Sheet" or "GAFGLAS(r) Strata vent(r) Nail able Venting Base Sheet" or "GAFGLAS(r) Strata vent(r) Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: - Two or more plies Type G1 "GAFGLAS(r) Ply 4" or "Tri-Ply(r) Ply 4" or "GAFGLAS(r) Ply Flex 6" or "Tri-Ply(r) Ultra -Flexible Ply 6" or "RUBEROID(r) Mop Smooth" or "RUBEROID(r) Mop Smooth 1.5" or "RUBEROID(r) Mop Smooth Plus", "Ruberoid(r) 20 Plus Smooth" or "RUBEROID(r) 20 Smooth", fully adhered with hot roofing asphalt. Membrane: - Type G3 "Tri-Ply(r) BUR Granule Cap Sheet" or "GAFGLAS(r) Mineral Surfaced Cap Sheet" or "GAFGLAS(r) Energy Cap(tm) Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.