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RF-15-1766tk 3� 1� BUI�D ING PE -WIT APPLICATION Miami Shores Village I C4-�CJL_:71.11'-F Building Department JAN 27 2015 Miami Shores, Florida 33138 10050 N.E.2nd Avenue, BY .'=21 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 Master Permit No. j s - n (a BUILDING ❑ ELECTRIC ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING []MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6 -o ( 4- o --,x3 0 the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): W ft d 0 M U Phone#: Address: I ot5 N F-- 9 % Sr - City: H II I�\ Sft]ZOS State: u Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C (�A5E Address: 9( q® a) si- l2 ►l u 7 PI'C"f7 Pho City: (`- l A '+0 State: Fc -Zip: 33312- Qualifier Name: �,. bA-rj C SS T�2 ' Phone#: State Certification or Registration #: (2,12C� J 2q 3n Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 56 so• oo Square/Linear Footage of Work: 14 f> F - Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 'Reo I ae-'o- it 1&'-� iq o4l " (!A Specify color of color thru tile: Submittal Fee $ Permit Fee $ , W CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ , \ TOTAL FEE NOW DUE $ 2 Z G • 10 (Rev1sed02/24/2014) -� Z( 1 10 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature OWNER or AGENT The foregoing instrument was acknowledged before me this aa- day of 20 1 � , by W gN®1q M UIWI, who is personally known to me or who has produced Signature CA— CONTRACTOR The foregoing instrument was acknowledged before me this a - day of �rl r" , 20 I . by who is personally known to as me or who has produced as identification and who did take an oath. identification and who did take an oath. R-1 co NOTARY PUBLIC: NOTARY PUBLIC: i O Sign: Sign:_ Lh, Print: Print: -' a° ; • % MARILYN ANN FOERSIER my COMMISSION # FF Seal: Seal: * * MY COMMISSION # FF 154709 * EXPIRES' SeFtembe►' EXPIRES: Septioift 19, 2018 043 P Ba�ded7hN8ud�No+�r;.. Q�.. do ''r�.Ow B=Wft B*d No�ty ftrvkes av ct° p0 '� �B�k�k�le�k&�k�N+P Neb �kek�k ils Be�B AeN�Ne&flege�R9e�k�k+k�k+k�k�k �h �k�h �k l*+k*�k+F�k�kffi�h �k**&+k+k�k+k�k*�R�k Ke �R�6�k �kF+b+N�Ntl��k&ek&ek��kM**�k�k+k �k�k&Ae*�k �k�k�k*�k*�k�k�k�kffi�kek �k �'&�k Btp APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) !3CHASE ROOFING 8 COIVTR�lCTING 2190 W. STATE ROAD 84 FORT LAUDERDALE, FL 33312 (954) 680-8588 www.chaseroofing.com PROPOSAL Install New Flat Roof System OWNER: Wanda Murray ADDRESS: 725 NE 96s' Street Miami Shores, FL 33138 PHONE: 786-22340450 EMAIL: murraypl@aoi.com The labor, material and equipment required for this job will be fumished by Chase Roofing & Contracting Inc. for a total of ContractPrice..................................................................... $5,650.00 ,06".00 'So YTV iahVP l Y 4 I3 .41 C'fk f Payment to be made as follows unless stated otherwise on thisproposal; customer shall a a 25% it d pay pdsIt upon signin agreement. Progress payments shall be made in payments at the following steps: 50% on start of work & 25% on completion of work. Change orders and additional work are due upon acceptance. This prig based on Cash or Check only. Chase Roofing accepts payments in the form of cash, check. Credit card fee of 4%, 2 weeks for permit approved form local building dept. from time of submitted, roof in progress with inspection 1-2 weeks expected time to complete work by April 10, 2015 All work is to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from the above scope of work Involving extra costs will become an extra charge in addition to the quoted price. Our workers are fully covered by Workmen's Compensation insurance. Unless otherwise specified, Contractor's work carries a 5 year limited workmanship warranty. If there are any persons, other than our employee(s), on the roof during the project or after the job is completed, any warranty issued for the project will immediately become null and void without exception. The Contract Documents consist of this proposal, Scope of Work Exhibit W, the terms and conditions, all documents referenced therein and the Limited Workmanship Warranty and are incorporated herein by reference. Th Is proposal will be subject to withdrawal If not accepted within 15 days. I HAVE READ AND UNDERSTAND THIS PROPOSAL, THE TERMS AND CONDITIONS AND ALL DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS. ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are Satisfactory and are hereby accepted. Contractor is authorized to do the work as specified. By signing below, Customer acknowledges that Customer is the owner of the property where work is to be performed. �_ Signature: Date: r submitted CHASE ROOFING & CONTRACTING INC By:January'15, 2015 Authorized Chase Roofing & Contracting Represent '/ • ( -- SCOPE OF WORK EXHIBIT "A" Permitting & Testing ■ Permitting and testing that is required to secure the roofing permit is included in our bid proposal. ■ Miami -Dade Product Notice of Acceptance for the proposed system detailing testing and approval for all materials. ■ Notice of Commencement filing with the county and fees before the start of the project. ■ Notice of Termination will be filed at the end of the project upon final payment. Low Slope Roof • Cover and make reasonable effort to protect driveway, air conditioner, screen patio, and other obstructions. • Remove existing roof to a clean workable surface and dispose of debris. • Replace rotten decking using CDX 19/32 plywood decking. Three sheet of decking (96 sq feet) included in this proposal at no cost. Additional decking installed at $2.50 per square foot including carpentry. • Re -nail all decking on roof with 2.5 inch galvanized ring shank nails for homeowners insurance discount included in this quote. • Any rotten fascia board to be replaced with like kind and species. Fifty feet of fascia board included at no additional charge. Additional fascia board installed at $8 per linear foot including carpentry. • Install new lead flashing around all plumbing vents with shop fabricated screens to keep rodents out of building. Vents with be mechanically fastened and sealed with asphalt cement and fabric membrane. • Install new galvanized steel gooseneck vents with vermin screen over existing bath and kitchen exhaust. Vents with be mechanically fastened and sealed with asphalt cement and fabric membrane. • Install 75# base sheet fastened to High Velocity Wind Zone requirements. • Install 3° eave drip 26 gauge galvanized s_tpl. This metal available prefinished in white or brown for an additional charge of $150.00Yes P No Color -T-a P► • All metal components and flashing that come in contact with asphalt will be primed for proper adhesion of roofing felts. • Install Ply 4 Fiberglass interply, (2) plies in full mopping of hot asphalt. • Install Modified Cap Sheet set in full mopping of hot asphalt. • Remove and reinstall roof tiles around flat roof and reseal with roof cement and underlayment. • Hand broadcast white ceramic stones at all penetrations and asphalt bleed outs for neat appearance and additional UV protection. • Repair Drywall damage inside of the house by roof leak in comer flat roof, repair area and install new drywall, reseal with drywall bond and install (1) coat of primer paint to repair area only. Please request a quote to paint entire area of ceiling. • Exposed open beam ceilings? Yes No • Type of roof to be removed (BUR). INITIAL DATE: Maintenance Agreement • Having a maintenance plan in place is the best way to keep your roof looking its best and performing over the long term. Regular maintenance can identify and eliminate issues before they become problems. Well documented maintenance keeps your warranty in place and is invaluable when making an insurance claim after a storm or other loss. • Apply a sealer coating to all lead vent stacks, all-purpose vents, curb and wall base flashing laps and drain sump areas. • Apply a polyurethane sealant to the following sheet metal items as necessary: valley metal and flashing. • Visually inspect roof tiles for any loose or missing fasteners. If any fasteners are loose, they will be tightened or replaced as necessary. Additional fasteners will be added where missing fasteners are located. • Provide owner with written inspection report and digital photos of deficiencies and corrective action taken. • Annual service charge $850.00 with pressure clean file roof included, First payment due when roof is one yepr old and each year thereafter. I„ • Yes ✓ No (O• M )Initial i,lsB 5 Warranty • Issue (5) year Chase Roofing & Contracting warranty. Optional: 1. Install insulation in flat roof additional price to contract $1,000.00 Yes I-/ No Wk,O• (Exclusions: Mechanical, electrical, stucco, plumbing, painting, structural carpentry, asbestos abatement, or any other work not specifically noted above in Exhibit A. INITIAL DATE: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CHASE, ,JOHN FRANCIS JR CHASE ROOFING & CONTRACTING INC 2190 W STATE RD 84 FORT LAUDERDALE FL 33312 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants. and they keep Florida's economy strong. Every day vie work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 �►•STATE OF FLORIDA `.►�`n DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1327306 ISSUED: 08/21/2014 CERTIFIED ROOFING CONTRACTOR CHASE, JOHN FRANCIS JR CHASE ROOFING & CONTRACTING INC IS CERTIFIED under the provisions of Ch 489 FS E.cra:An d'a:e NUG 31 2018 1.140521CC-1373 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER t. The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 CHASE, JOHN FRANCIS JR CHASE ROOFING & CONTRACTING INC 2190 W. STATE ROAD 84 FORT LAUDERDALE FL 33312 ISSUED: 08/21/2014 DISPLAY AS REQUIRED BY LAW SED # L1408210001373 BROWARD COUNTY LOCAL BUSINESSTAx RBCEIpT 115 S. Andrews Ave., Rm. A-100. Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 309 2015 DBA: Business Name: CHASE ROOFING & CONTRACTING INC Receipt #;185 -19 s 6 Business Type: RC�FTNROOFIIdG CONTRACTORRT METAL ) Owner Name: JOHN F CHASE JR Business Opened: 02 / 04 / 2 0 o s Business Location: 2190 ST RD 84 gT LAUDERDALE State/COunlyy/Cerr/Reg:CCCI327306 Business Phone: Exemption Code: Rooms Seats Employees Y Machines 2 Professionals For Vending lauslness Only Number of Machines: Tax Amount Transfier Fee Vending Type: NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JOHN F CHASE JR 2190 ST RD 84 FT LAUDERDALE, FL 33312 2014 -2015 Receipt #01A-13-00007246 Paid 09/23/2014 27.00 .a►� v CERTIFICATE OF LIABILITY INSURANCE 1/23�2`M 015 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 Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 CoNTACT NAME: PHONE (954) 943-5050 � (954)943-5417 E-MAIL INSURERS) AFFORDING COVERAGE MAIC 0 INSURERA:Indian Harbor Insurance Co 36940 INSURED Chase Roofing & Contracting, Inc. Chase Hurricane Protection, Inc. 2190 W State Road 84 Ft Lauderdale FL 33312 INSURERB.-Fir8t MercurY Insurance CO 10657 INSURERC: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village POLICY NUMBER POLICY EFF POLICYIEXP LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR Dirk DeJong/JC�- ESG3000395 /25/2014 /25/2015 EACH OCCURRENCE $ 1,000,000 DAMAX P E ISE T E D $ 50,000 MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEMLAGGREGATE LIMIT APPLIES PER: POLICYX PRO- LOC PRODUCTS -COMPIOPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS NO -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT(Ea scolderM $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PRO ERTY DAMAGE $ Paracddmrt B ][ UMBRELLA LIAR EXCESS LIAR X OCCUR CLAIMS -MADE 000004471901 6/25/2014 /25/2015 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOWPARTNERIEXECUTIVE YIN OFFlCERMIEMBER EXCLUDED? (Mandatory in NH) If Yes desadbe under DESCRIPTION OF OPERATIONS Mow NIA STAT OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more space Is required) State of Florida Roofing Contractor /_FQTICUTATG 41n1 ncQ CAMCFI 1 ATInN ACORD 25 (2010105) IN8025 mntrnm ni U 7885-ZOTU Auuku WKr'uKFk I Kum. FLIT ngnm reservea. Tho Annan name and Innn ova mnlalnraA nmrka of AMOn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Dirk DeJong/JC�- ACORD 25 (2010105) IN8025 mntrnm ni U 7885-ZOTU Auuku WKr'uKFk I Kum. FLIT ngnm reservea. Tho Annan name and Innn ova mnlalnraA nmrka of AMOn Issue Date: 1/23/2015 FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. 1-800-767-3772 • FAX (407) 671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Attention: Chase Roofing & Contracting Inc. 2190 W State Road 84 Fort Lauderdale, FL 33312 Chase Roofing & Contracting Inc. This is to Certify that: 2190 W State Road 84 Fort Lauderdale, FL 33312 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, 4099 Metric Drive, Winter Park, FL 32792. COVERAGE NUMBER: 870-033518 EFFECTIVE DATE: 1/1/2015 EXPIRATION DATE: 1/1/2016 LIMITS Workers' Compensation: Statutory -State of Florida Employers' Liability: $500,000.00 Each Accident $500,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non -cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. c By: By: Brett Stiegel, Administrator Debra Guidry, CP U, Un erwriting Manager FRSA-SIF FRSA-SIF e PERMIT APPLICATION iami Shores Village uilding Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 M.; FBC 20 ►b Master Permit No. rC�_ Sub Permit No. ❑BUILDING ❑ ELECTRIC K ROOFING M REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: 725 NE 96 Street DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132060142230 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Wanda Murray Phone#: Address: 725 NE 96 street City. Miami Shores State: fi Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Chase Roofing & Contracting, Inc. Phone#: 954-680-8588 Address: 2190 St. Rd. 84 City: Fort Lauderdale state: fl Zip: 33312 Qualifier Name: John Chase Phone#: 954-680-8588 State Certification or Registration #: ccc1327306 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work. Add insulation to insulation to roof�Y`t6�C�i6i� Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Re,Ased02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $25W, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as Signature CONTRACTOR The foregoing instrument was acknowledged before me this 11 day of February , 20 15 __,by John Chase , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �sY_��s,, _ mean vN ANN FOERSTER r ` * MY COMMISSION II FF 154/1111 Seal: EXPIRES: September 19, 2018 0r,,epr �oQ�Or Bonded No Bud981 Notary Bervisea APPROVED BY 1 _ Plans Examiner Structural Review (Revised02/24/2014) as Zoning Clerk Section C I -Ap RF—I- Is -19(o Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) )2OOF SYSTEM MANUFACTURER: I GAF Top Ply: Mineral Surface Cap Sheet Product Approval (NOA): � System Type: Rg•�2 Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (131) Field: psf (P2) Perimeters: -T1.7 psf (123) Comers: -108.0 psf Maximum Design Pressure From NOA: S2 6 psf Roof Slope: 1/i3 ":12 Roof Mean Height 12 it Parapet Walls: 0 No 0 Yes Parapet wall Height ft. Deck Type: –5/13" Plywood– Support Spacing: n/a ° o/c Alternate Deck Type: n/a Existing Roof ! modified Fire Barrier. n/a Vapor Barrier. n/a Anchor Sheet b OSe� Anchor Sheet Fastener / Bonding Material: � Insut onver Size & i-hicimess: I II& IInssul—atio�naBase Layer Fastener / Bonding Materiat I n/a Insulation Top Layer Fastener / Bonding Material: IWe � Base Sheet(s) & No. of Piy(s): Base Sheet Fastener / Bonding Material 1-114" ring shank nails wl tin caps Ply Sheet(s) & No. of Ply(s): Gafglas Ply 4-2 plies Ply Sheet Fastener / Bonding Material: Hot Asphalt Hot Asphalt Surfacing: I nla SINGLE PLY MEMBRANE: Single Ply Manufacturer / n/a `etSingle PI eet With: No. of Singl I IN 1/2 sh Single Ply M e Pastel n/a FEB A 2 2915 Material: 0 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: a " o/c @ Laps & M rows r97 " o/c 2. Perimeter. ®" olc @ Laps & M rows " o/c 3. Comer. Im " o/c @ Laps &Q rows ®° o% NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 11 2. Perimeter. M 3. Comer. Insulation Fastener Type: n/a 1•.0 •.•• 0000•• WOOD NAILER TYPE AND SIZE: • . : • • . ,' n/a ...�.. ...... Wood Nailer Fastener Type and Spacing: ; • •.. ; n/a •••• . ..... EDGE & COPING METAL SIZES: �' so • •' Edge Metal MateriaeMetal–,,, • • • . _� –Galvanized • • • : • • • Edge Size: –3" face 26 ga.– ° • • 000900 Hook Strip Size: –SELECT EDGE METAL, HO STRIP SIZE– :0900: Edge Metal Attachment: • 0 9 1-1/4" ring shank nails r o.c. Coping material: I –SELECT PARAPET WALL COPING MATERIAL– Coping Size: I -SELECT COPING METAL SIZE OR THICKNESS– Hook Strip Size: –SELECT COPING METAL HOOK STRIP SIZE– Parapet Coping Metal Attachment t4 hltl 41 y,. Insulated Nailable Deck With Edge Nailer r � � COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Roof Mean Height: f 0 ! ft. Drip Metal: Continuous Cleat: Tole Ply Interpliee 5 Surfacing: Dace Sheet - sIlk_ `, `. Top Ply: Anchor Sheet r HInGIZAt- S%)P,1*CG y 'I ti Interplies: Drip fetal �. p1-tE f:�& _ _ _ _ - _- &Pr - -L.A- S - Base Sheet: °4 t. Contilillolls ST ftUENTT Top Layer of Insulation: Cleat Wood Nailer A Base Layer of Insulation: II' ` � � � ' � 11 w✓V Q� Roof Deck '�- } Wood Nailer: Base Layer `� `�, '` a �C (� P • �. of Insulation Top Later ---� Wood Nailer Fastening: - - of Insulation Anchor Sheet: Se,� Deck Type: NIIANII-DARE COUNTY 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) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy 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 Systems 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 renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. , �J NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Ruberoid® SBS Heat- 39.3T'(1 meter) Weld' Smooth Wide Ruberoid® SBS Heat- 39.3T'(1 meter) Weld' 25 Wide Ruberoid® 20 39.3T' (1 meter) Wide Ruberoid® Mop Smooth 39.3T'(1 meter) wide APPROVED ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D6164 Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.3T'(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ultima' 39.37' (1 meter) ASTM D4601 Type II asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1exPlyTm 6 39.37' (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.3T'(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.3T'(1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCap'm 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote7 GAFGLAS® Stratavene 39.37' (1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator's Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent® 39.37' (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and Eliminator` Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid® SBS Heat- 39.3T'(1 meter) Weld' Smooth Wide Ruberoid® SBS Heat- 39.3T'(1 meter) Weld' 25 Wide Ruberoid® 20 39.3T' (1 meter) Wide Ruberoid® Mop Smooth 39.3T'(1 meter) wide APPROVED ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D6164 Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type H: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: Fire0ut7m Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck Protection or (optional) Securock® Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat Weld's Smooth or Ruberoid® Heat Weld? 25 base sheet mechanically fastened as described below, Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex Ply"m 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Linskadon #7) GAFGLAS® Ply 4, GAFGLAS® F1exPly"' 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT" #12 Fastener, Drill -Tec"" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecTm AccuTraco 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) t FGLAS" F1exP1yTm 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets ached to deck with approved annular ring shank nails and tin caps at a fastener spacing of o.c. at the 4" lap staggered and in two rows 9" o..c. in the field. aximum Design Pressure S2. S psf. See General Limitation #;9 GAFGLAS® #80 Ultima 7 Base Sheet, Ruberoie 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Mx dmum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec' #12 Fastener, Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecTm AccuTrac® Flat Plate or Drill-TecT`" AccuTrace Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"m insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Mmamum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 Fastening Options: GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Teem (Continued) #12 Fastener or Drill-Teo`m #14 Fastener and 3" Drill -Teem 3" Steel Plate, Drill -Teem AccuTrac® Flat Plate or Drill -Tec"° AccuTrace Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard7 Polyiso Insulation, EnergyGuardm RA Polyiso Insulation, EnergyGuard'm RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuard7 Perlite Recover Board Minimum'/" thick N/A N/A EnergyGuard7 Perlite Roof Insulation Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs./100 ftp. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all isocyaaurate applications. Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavent Eliminator'- Perforated Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat -Weld 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex Ply'm 6 sheet or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapm BUR Mineral Surface Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 7 of 16 WOOD DECK SYSTEM LIlVIITATIONS. 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDeck7 Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LmTATIONS: 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 (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 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 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 R�nfi .tloridaengineeringandtesting com 250 S.W. 13th Avenue Pompano Beach, FL 33069 DATE: 3/10/15 JOB ORDER #: 15-878 CLIENT: Chase Roofing & Contracting, Inc. ADDRESS: 2190 West State Road 84 Fort Lauderdale, FL 33312 PROJECT: Wanda Murray Residence Flat Wood Insulated Roof Deck ADDRESS: 725 N.E. 96th Street Miami Shores, FL 33138 FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Project Information: Height = 10' Exposure: C Basic/Ultimate Wind Speed: V„jt=175 mph Length= 25' Category: H Nominal Wind Speed: V.d=V„tt*0.6 Width = 21' Slope: < 7° (asd = allowable strength design) Parapet Wall: N/A Residential KZ = 0.85, Kzt =1.0, Kd = 0.85 Design Calculations: Velocity Pressure: q = 0.00256*KZKztKdV2 Velocity Pressure („ lt): q=0.00256(0.85)(1.0)(0.85)(175)2] = 56.64 psf Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(175*40.6)2] = 33.99 psf Width of Pressure Coefficient: 0.1(21) = 2. P 0.4(10') = 4.0' } use: 3'0" Effective Wind Area: <1 W For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2). External Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 Internal Pressure Coefficient: 1) Q+A .11marance GCPi = 0.18 Pag 'Chase 2,3/10/15, Job Order #15-878 Chase Roofing & Contracting, Inc. Wanda Murray Residence - Flat Wood Insulated Roof Deck 725 N.E. 96th Street; Miami Shores, FL 33138: Design Pressures Based on Vasd: 1) Field P1 = 33.99*[( -1.0) — (0.18)] = -40.1 psf 2) Perimeter P2 = 33.99*[( -1.8) — (0.18)] = -67.3 psf 3) Corners P3 = 33.99* [(-2.8) — (0.18)] = -101.3 psf Attachment Requirements Per RAS -117: Based on the requirements of N.O.A. #13-1022.15, System Type A, pg 6-7 of 16, fastening option # 3, with a maximum design pressure of-52.5psf; the following are our recommended fastening patterns to attach the proposed anchor sheet to the wood insulated deck utilizing approved annular ring shank nails and approved tin caps: Field: 9" o.c. @ 4" laps and 2 staggered rows 9" o.c. Perimeter: 9" o.c. @ 4" laps and 3 staggered rows 9" o.c. Corners: 9" o.c. @ 4" laps and 5 staggered rows 9" o.c. Notes: Corners and perimeter area dimension shall not be less than a = 3'0" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010 Edition. Wind load calculations based on ASCE 7-10, FBC 2010 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. 1 Sincerely, s Reza Javidan,T'E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Section A/B MIAW ADE Miami -Dade County HVHZ Electronic Roof Permit Form e "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: [Chase Roofing & Contracting, Inc. Job Address: 1725 NE 96th Street Miami Shores, FI. Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other. Roof Type ❑ New Roof 0 Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) 413 Steep Sloped area ft.2 Total ft. 413 Section B (Roof 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. Perimeter Width (a'): Corner Size (a' x a'):• • • 0 0 . . JAN 2 `� 2015 C AT 7 - PTI { -'T i') (__ ill l!\hI'";I. ^JiTI ! l��.L FED[RhL 0000 0000•• Measurements Dormer I'Vidge V C) I I C"v 211411 H'ave 39' 8" Flashing, 24'11" Measurerneonof Al IW5-NE 96th St, Florida, 33138 Note: all measurement are in feet page 2 of 4 Section C o c��aryt•I;.:: Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) ROOF SYSTEM MANUFACTURER: I GAF -Top Ply: Mineral Surface Cap Sheet Product Approval (NOA): �System Type: pg•1� Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (121) Field: -42.8 psf (112) Perimeters: -71.7 psf (133) Corners: -1Q8.0 psf Maximum Design Pressure From NOA: 52.5 psf Roof Slope: 1/8 " : 12 Roof Mean Height 12 it Parapet Walls: 0 No 0 Yes Parapet wall Height ft. Deck Type: —5/8" Plywood— Support Spacing: Na " o% Alternate Deck Type: Na Existing Roof: modified Fre Barrier Na Vapor Barrier. Na Anchor Sheet Na Anchor Sheet Fastener / Bonding Material: Na Insulation Base Layer Size & Thickness: Na Insulation Base Layer Fastener I Bonding Material: I n/a L/a 1 Insulation Top Layer Fastener / Bonding Material: Na Base Sheet(s) & No. of Piy(s): #75 lb. -1 ply Base Sheet Fastener / Bonding Material 1-1/4" ring shank nails w/ tin caps Ply Sheet(s) & No. of Ply(s): Gafglas Ply 4-2 plies Ply Sheet Fastener / Bonding Material: Hot Asphalt Hot Asphalt Surfacing: I Na SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: I n/a I Single Ply Sheet Width: M " 112 Sheet Width: ® " No. of Single Ply 1/2 sheets:M Single Ply Membrane Fastening I Bonding Material: n/a [ZI FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Feld: Q I. o% @ Laps & r27 rows r97 " o/c 2. Perimeter. r67 - o% @ Laps & O rows r67 - o/c 3. Comer. r6j " o/c @ Laps & M rows El " o% NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: M 2. Perimeter. a 3. Comer. ❑ ...... Insulation Fastener Type: • • see* • • • • : • n/a •• ••• • WOOD NAILER TYPE AND SIZE: • • • • • • • • • Na • Wood Nailer Fastener Type and Spacing: • • • • • ... . • • : • • • Na .• •• • .. ...••. • EDGE & COPING METAL SIZES: : • • • • • • —Galvanize : • • Edge Metal Material d Metai— • • • Edge Size: 3" face 26 ga.— • • • • • Hook strip Size: ITSELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: 1-1/4" ring shank nails 4" o.c. Coping Material: —SELECT PARAPET WALL COPING MATERIAL— Coping Size: I—SELECT COPING METAL SIZE OR THICKNESS— Hook Strip Size: !- i ECT COPING METAL HOOK STRIP SIRE — Parapet Coping Metal Attachment Mailable :fly •', WhamniiDade County Hi7EIZ Electronj, Roof P.,Mit Form Illustrate C®mponents doted and Details as Applicable: TOP Roof Mean Eleigg►t: 12 ft Base SIWO . rip Metal. °_. °t .: "x3a gatvari¢ed 26 ga- Surfacing: - i Top Ply: 0000.. mere{ Surfaced Cap Sheet • • • • • _ . . . . 0000 • .. Iaferpfics: 0 . .T�� 0 plies PI)OV •i 1 Dom` Sheet:. • • • • Root ilk - SLB. Base Sheet • • .. Deck Type: 0000. • ..... 0000. 0 0 0 0000 0000. . • 0000• . i0000: SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and -to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. $tLL2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). <. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorlign'the life expectancy and performance of the new roofing system. Ponding conditions may not be:qvid8rit until the original ••, roofing system is removed. Ponding conditions should be corrected. • ...... ...... ...... • l� Overflow scuppers (wall outlets): It is required that rainwater flow off 98't4�al the roof is not ;••••; overloaded from a build up of water. Perimeter/edge walls or other roof extensions may b18lk this liseh arge if • 0 • • • overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow : Mpapers in ordince •; • • • with the Florida Building Code, Plumbing. • • .. •• •• •.•..• 7. Ventilation: Most roof structures should have some ability to vent natural airflow ltiro;gh thg interior of •.. the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced •It M&Y be . beneficial to consider additional venting which can result in extending the service life of th® roof. ... .. 4 /2/aa5 — Owner's/Agent's Signature Date Contrac r' Signature l� �E 9K Property Address Permit Number Rev.,V20/2005,Computer Services, Building Department DEPARTMEiv r OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD Ate1D CODE ADM itt STRATTON Di`71SION NOTICE OF ACCEPTANCE (NOA) GAP 1361 Alps Road Wayne, NJ 07470 iiiY.UNU-RADE COUNTY PRODUM' CONTROL SECTIO 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 wrv%v_miami dade.eov!econ omv 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 Count- RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Author tt Having Jurisdiction (AHJ)_ - - This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ty Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coun) 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 including the High Velocity Hurricane Zone of the Florida Building Code. to comply with the Florida Building Code DESCRIPTION: GAF Conventional Buili-1Tla Roof Systems for Wood 0000 • • • • • 0000 LABELENG: Each unit shall bear a permanent label with the manufacturer's name or logo, cky-. following statement: Miami -Dade County Product Control Approved", unless otherwise n0fe in and RE�AL of this NOA shall be considered after a renewal application has been filed and t •t�• • •'has b • •een no • change in the applicable building code negatively affecting the performance of this product. 00:60: • 0.0 1 • NE TERMINATION of this NOA will occur after the expiration date or if there has been a revi • • • • • the materials, use, and/or manufacture of the product or process. Misuse ofthis NOA as an eddorseme 8� chane in Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Paors Cot • With any section of this NOA shall be cause for termination and removal of NOA. • • • 4' comply• ADVERTISKMENTe The NOA number preceded by the words Miami -Dade Coun • • • by the expiration date may be displayed in advertising literature. If any Portion of the e NOA s OA isa, and followed it shall be done in its entirety. displayed, Then 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. 13-0424.09 and consists of pages I through 16 The submitted documentation was reviewed by Jorge L. Acebo. Qo,z-' MIAMI DARE C 7 Q OUMi Y NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 •••••• • 0000.. 0 0000.. 0.0.0 00.00 0000.. 0 • 0000.0 0000.• r. ,s t NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 •••••• • 0000.. 0 0000.. 0.0.0 00.00 0000.. 0 • 0000.0 0000.• ROOFING SYSTEM APPROVAL. Categoa y. Roofing Sub -Category: BUR Material: Fiberglass Deck Tvue- Wood Maximum Oesign Pressure: -75 psf. TRADE HAWS OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: TABLE I Rr-oducl'rest Product I9imensions Sweca_ 'g"a� tion �DESCtIAtlon SAFGLAS�'#75 Base 39.3T' (1 meter) ASTM D4601 Type 11 asphalt impregnated and coated glass mat Wide base sheet Base Sheet GAFGLAS 080 Ultima39.37'"(1 meter) ASTM D4601 Type 11 asphalt impregtl Wide base sheet ated and coated, fiberglass GAFGLAS' FlexPly"' 6 39.37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. P GAFGLAS' Ply 4 39.3T'(1 meter) ASTM D2178 Type N Wide YP asphalt impregn coating. ated glass felt with asphalt GAFGLAS® Mineral 39.3T' 1 meter Surfaced Cap Sheet ASTM 133909 Asphalt coated, Wide glass fiber mat cap sheet surfaced with mineral granules. GAFGLAS' EnergyCap"' 39,3T' (1 meter) ASTM D3909 Asphalt coated a BUR Mineral Surface , glass fiber mat ca sheet s Cap Sheet wide with mineral granules with fa top udfaaed EncrgyCote"' r;'�;PPlied • • • • • GAFGLAS® Stratavene 39.37" (1 meter) ASTM Eliminator Perforated X4897 Fiberglass base sheet coated ..... • • Venting Base Sheet Wide AW"sides with asphalt. Surfaced on the bottorggi4e with qAOeN �'anules embedded in as halti perforations. p GOD�'ng °1'i� f& tory GAFGLAS' Stratavent�' • • • • • • • • • • Eliminator Nailable 39.37"(1 meter) ASTMD4897A nailable, fiberglass be �••0 • • Venting Base Sheet Wide ase sh coated on both sides with asphalt i>ifacet r*d j e bottom side with mineral grantf es vhhbeddecl i%• • Ruberoide SBS Heat asphaltic coating. 00 • • Weir Smooth �9.3T (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polvmer- • Wide Ruberoido SBS Heat modified asphalt and smooth surfaced. - Weld"" 25 39.3? (1 meter) ASTM D6164 Wide Non -Woven Polyester mat coated with polymer- Ruberoido 20modified asphalt and smooth surfaced. 39.37" (1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce ce with a Ruberoide Mop Smoothglass fiber mat. J9 37" meter) ASTM D6164 Non -woven polyester mat at coated with polymer - modified asphalt and smooth surfaced �wrranMCOU N®A No.: 13-1022.15 Expiration Date: 1.1/04/18 Approval Date: 11/06/14 Page 2 of 16 0000.. 0000.. .0000. .000. 0000. 0000.. 0000.0 00000. Membrane Type: BUR. Deck Type I: Wood, Non -insulated Deck (Description: 19/32" or greater plywood or wood plank decks System Type E. Base sheet mechanically fastened. All General and System Limitations shall apply, )Fire Barrier: FireOut ' Fire Barrier Coating, VersaShieleFire Resistant Roof Deck Protection or (Optional) Securock'n' Gypsum Fiber Roof Board. Base sheet: GAFGLAS® ##80 Ultima' Base Sheet, Stratavene Eliminator \ailable �� entln- ; Sheet, Ruberoido 20, Ruberoido SBS Heat -Weld" Smooth or Ruberoid¢ SBS Hea; R'e d� 25 base sheet mechanically fastened to deck as described below: )Fastening Options: GAFGLAS" Ply 4, GAFGLAS° Fle_xPly"' 6, GAFGLAS #,#75 Base Sheet or ant' base sheets attached to deck with approved annular ring shank nails and tin caps at z fastener spacing of 9" o.c. at the lap staggered and in two rotes 12" o.c. in the field. (I8/Iauisnum Design Pressure-45Psf. ,See General Liniiratin. Y-9 GAFGLAS Ply 4, GAFGLAS F1exPly'-m 6, GAFGLAS'r #75 Base Sheet or an„- of abo� base sheets attached to deck with Drill -Tec”' #12 Fastener or Drill -Tec' =1? and Dr -.]"- Tec- 3" Steel Plate, Drill -Tec"' AccuTrae Flat Plate or Drill-TecAccuTrac "Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other roN s are equally spaced approximately 12" o.c. in the field of the sheet. (M" inucm Desi0 t8 Pressure --45 psf- .See General Lifnitation #7) GAFGLAS Flex Ply' 6, GAFGLAS" #75 Base Sheet or any of above b1se sheL • • • • to deck with approved annular ring shank nails and tin caps at a fast® 1•S Cin Usat�ached • 00000 at the 4" lap staggered and in two rows 9"g goof 9"•o.c. • //�� O.C.ocin the field. • • • • • • • {�� ximuPn DesiQn P�`-52- 0000•• • 0000•• a ensure 52.5 Psf. See General Limitation #7)000000 .0.00• • GAFGLAS"#80 Ultima"' Base Sheet, Ruberoido 20, Ruberoid�')V10 00.000 0000 .. attached to deck with approved 1'/" Smooth, b PP annular ring � aSe silLet • fastener spacing of 9" „ g shank nails and inve • • • • • � o.C. at the �1 lap and in two rows std �d � steel plat��t a � • 0 0 • • 9 ' o.c. in the center of the membrane. staggered with a'fastener spacing of • • (MI xinim"i 069066 Design Pressure -60 s , • • • 0 0 •. •. p f ,See General Limitation #� ' : :*see* GAFGLAS #75 Base Sheet or any of above base sheets attached to d�c,% with DMI.Q. • • • 9e: • • #12 Fastener or Drill -Tec"' 414 Fastener and Drill -Tec- 3" • AccuTraco Flat Plate or Drill -Tec"` AeeuTrac@ RecessedSteer Plate, Drillows. 'd. is in the 2" side lap_ The other rows are equally spaced approximately atxi at 1 c 9 a 4 rows. the sheet One row Y o_c. in the field of (IP ff-dn um Design Pressure -6D psf. See Any of above Base sheets attached to deck approved General Llmttation #7) inverted Drill -Tec"` insulation plates at a fastener spacing of 9" o.c. at the 4" la " in two rows 9" in the field. ular g hank nails and 3 (Idloximum sign Pressure p staggered —60 ps_ - See General Limltatlon #7) aP�ROY�n NOA NO.: 13-1022.1,5 -Expiration Date: 11/04/I8 - approval Date: 11106114 Page 14 of 16 Fastening Options. GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' (Continued) 412 Fastener or Drill -Tec"` #14 Fastener and Drill-Tecw' 3" Steel Plate, Drill -Tec"' AccuTrae Flat Plate or Drill -Tec AccuTraco Recessed Plate 8" o.c. in 4 rows. One rovv is in the 2" side Iap. The other rows are equally spaced approximately 9" o.c. in the field c: the sheet. (Maximum DEsAWH Pressure —75 psf. See General Liif &&ion #7) Ply Sheet; One OT more plieS Of GAFGLASO Ply 4 or GAFGLAS'�' 980 Ultima Base Sheet adhered i-, full mopping of approved asphalt applied within the EVT range and at a rate of 20-4 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLASQ Mineral Surfaced Cap Sheet or GAFGLAS � EnergyCap— BUR Mineral Surfaced Cap Sheet adhered in a'Lull mopping of approved asphalt applied within the EVT range and at a rate of M-40 lbs. sq. Surfacing: Optional on granular Surfaced membranes; required for smooth membranes. Chosen COluponenits must be appfaed according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. Gravel or slap, aDDlied at 4nn Ike /09_ o.. 13oo fbn.,bq_ re5DeC11VC1V in a f:CL coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Surface Seal SB applied at Ito 1.5 gal./sq. l�aximmm ][Design �, Pressure: See Fastening Options 1" iND�Couw" INOA ilio.. ' 13-I022.15 1EV'r8ti0ra Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 9999 •••... 6 99••99 . 9999.. 999.9. . • 99.99• •060 .. • . 4 . . 94.60. •.• • ...•• •9999• • 6.4.6• • • 1" iND�Couw" INOA ilio.. ' 13-I022.15 1EV'r8ti0ra Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WooD DEcK SYSTEM I..IiI@/dfiTATxoNS: 1 A slip sheet is required with GAFGLAS`a Ply 4 and GAFGLASO Flex Ply" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" DensDece Roof Board or %a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENEML LIETATIONS: M 3. 4. 5. 1.1 7. 8. 9. E) Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directom for fire ratings of this product --�Y UG instauca In multiple layers. The first layer shall be attached in compliance with Product Ccn or Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt appliad «cam; PVT ranee and mt a — of20-40 1baJsq., or mechanically attached using the fastening pattern of the top IaN-er All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt. be 4' x 4' maximum. panel size An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insu anon - when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using SAO€ mopping with approved asphalt, 12" diameter circles, 24 o.c.; or strip mopped 8" ribbons in three rows. one ai each sidelap and one down the center of the sheet allowing a continuous area of ventilation. EncIrclinr ID ; strips is nor ncceptablc. A 6- break shall be placed every 12' in each ribbon to aliow cross ventilation.A,phalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached limited to a maximum design pressure of -45 p� si=stems shall be Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F)r.5f l tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-testevalue o?s br:_ d, are below Ibf. insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based fastener resistance value in conjunction with the maximum design value listed within a s ec'fi v on a rnirrir,�um fastener resistance be less than that required, as determined by the Building Official, a revisl�ifas' Prepared, signed and specific c system. `S1�,tld the >� sealed by a Florida Registered Professional Engineer, Registered Arch• t+ener s sterEd� Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdraw8le>4s taken from Testing Application Standards TAS 105 and calculations in compliance with awarMl � Rce valued Standard RAS 117. Lance valu go Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of q$R• APplic�t.Aq�: sees densities shall be increased for both insulation and base sheet as calculated in compliance wi Standard RAS 117, Calculations prepared, signedthese so areas pe and sealed by a Florida registered Professi*na�Png Application Registered Architect, or Registered Roof Consultant tliis NOA, General Limitation #9 will not be a (�Ihe>o thea limitation Is a et. • • s • All attachment and sizing of perimeter Hailers, metal prolicable.� Pei 'eall� referred ei g. Roofing Application Stan e Bard RAS I I 1 and applicable wind load require flashing termination deli •e The maximum designed pressure limitation listed shall be applicable to ail roof shall conform to Perimeters, and corners). Neither rational analysis, nor extrapolation shall be Permitted enhanced r pressure zones (i.e. field, Pressure zones (i.e, perimeters, extended corners and corners ed for enhanced fastening at referred Products cls lin this N®A, General Limitation #7 hill not be applicable.) ) (when this limitation is specifically All products listed herein shall have a Rule 61 G20-3 of the Florida Administrative ode ranee audit in accordance with the Florida Building Code and END OF THIS ACCEPTANCE may.:: t E " . e OUN7y "I .- N®A No_: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 ROOF COVEUNG 14ABEUAS (TEVT) k00F?t:3 SYSTEMS (TGFU)--fontinuad °Poly-Is•a -r °Poly -iso Special' lith °Polyfoam til. or'Polyioam 1 in- mid.lied at 1 Coad One or D.0 applications 'GacOft" UB -7050', app - f application or trues appticatiom. applied 1-114 gal/S9/application 2 dry mils). ring. %acofhex UA 65" series (various colors), appliro 1 gal/sq (12 IRS). Inetfrre I/2 lb �; "pgly-Iso° or °Poly -Iso Special° urit[L•°POlytoan 251" or -Pr JLyfoam 1 in. min. Caat: One or two applications "Gacoflex U8-70500, applied at 1 q/application or three applications, applied 1-i • a sg/applicati0n 2 dry MRS). a s 15 1cf16119.fis g: "GaGox UA -6o•• Series (various roto(s), apptied 1 9 L/ q i „il.$). inclina: 2 A; tic Or "Poly -ho Special° with "Polyfoam 251° or °Polyfoam I in. min. Coat; °GacoSil 5-1000°. applied at 1 gal/sq (10 dry mils). mkt °c."*f e- s-ioo0-, appUed at I o sR (10 drit mils). hC to "POlyfoam 251° or °Polyfoam 303°, any thickness. scing: aco °Gfierl are -Shield 7007°,i 0 drinz 2 1/2 kc n: °Polyfoam 2750, any thickness. s coat:-Gacofl= It -6211°, 1-1/2 gaV54 (14 dry milt). 96ee6fm A -63W series (vanaus Cola 1-1/a gaysq (1 (Ails). R1306 (p)ERMLS R .• X i't•A Lam% . ALK M.'WAVNFAI i� ° _)ID 20P or10 t ed Base Sheet" may be utilized as an to Type G - • of the l hawing Classifications. thick, (miq gypsum board or 1/4 in. thick (min) Georgia-Pacific zW overlayment board may be used in any existing noncombustible c-ification- When this is done, the resulting roofing system L Lg for use over combustible (15/32 in. min) roof decks. The joints in -�m board and overtayment board are offset 6 in. with the joints in the polystyrene is part of the toof System, it must be placed below the mnt board. ASPHALT FUX SYSTEMS WITH HOT ROOFING ASPHALT asphalt glass mat base sheet ('GAFGLAS 875 Base Sheer) is a .Lufnate for Type G1 asphalt glass fiber ply sheet (*GAFGLAS Ply 4" or PLY 61 in the Class A. B or C roof syuems indicated belom f deck may first be covered with a Type G2 asphalt glass mat base 06W Stratavett (Vent -Ply) perforated° or 'GAFGLAS Stratavent ) for nailabie decks° Perforated to be mopped and nailabla to be ally, attached granule side down. -kion Type G2 asphalt glass mat base sheet ("GAFGLAS 875 Base Sheer _4S Stratavent (Vent Ply for naitable decks") may be substituted for tt glass fiber ply sheet IrGAFGLAS Ply 4" of "GAFGLAS Ply 6) as the se ply in the foUOVAng systcros. PLY "base sheet may be solid MOPP -1, spot mapped or mechanically _ttiertise indicated, all insutadons ma: be hot mopped or mechanically S Flash or °Ruberoid° may be used for flashing in any of the Gass systems below, -rerlite° is referaCed. this incomes QGAFTE14P PEfvtl.ITEe' or any Classified petite insulation. stone Or stag are saftable alternates for gravel in any of the Class A. Aeras listed. A cement fiber building units are considered suitable to be included in the foUotvirtg Class A. 8 or C systems listed over C-15/32 or NL of gypsum board under any of the kUOw fA Class A. 8 or C systems adversely effect trig radn - The use of 1/2 in. min gypsum board is able aLternatra for fnsula1sn Over C-15/32 decks. Of Polystyrene insulation board between min 3/4 in, perlite board VLth rosin paper (perlite/rosin patter/polystytene/pedite) is a 3tterrmaw for 'Oud in the fo W*ing Class A. B or C ' Isotherm -Lid°, °GAEfERP Tapered Isotherm RA° and °GAFTEMP 1111 ° sificat& Substituted for any isocyanurate insulation in any of the CLass A. B and C. halt, for use with organic and glass felts or modified bitumen Cl'ssss A ROOF C9tlEMra MATMALS (7EVTi 5 RuOFING SYSTW pFu)—Continued urern°ne composite, wood fibCOSOcyanurate composite, phenolic. any thiccnass.a G1-r;AFGLAS Pty 4° or °GAFGLAS Ply Ply Sheet: Tnrea or more layers Type 6", hot mopped. Surfacing_ Gra-eL Incurs 2 2. n"h C-15/32 ertite, wood fiber, glass UMULation (Optional): Otte or more layers P rte, perlue/ fiber, isocyanurate, wand fiber/ise� nufaate compositor isocyanurate Phenalic. sr'Y urethane composite. %5 Tnree or more layers Type G1 °GAFGIAS Ply 4° or °GAFGIA .N 61' G3 °GAFGLAS Piineral Surfaced Cap Sheet, 'Cap Sheet: One layer Type lacuna. 2 3. neck: NCfiber. glass Insulation (Optional): One or more layers penile, wood rJass finer, isocyanurate, urethane, perlite/isacyanurate compo slta, pe/ urethane composite, wood fiber/isManurate composite. phenobC. 2 in. Pip Sheet T►,u or more layers Type G1 °GAFCiW Ply h° or °GAFGLA5 Ply V. Cap Sheet: Une Layer Type G3 'Car -GAS mj e: 1/2 urfteed Cap Shee . d, Back: roc talian: One or two layers °Isotnerm R', 4 in. max, hot moMpCC- Insuy kation Any UL aassified gravel surfaced Class A asphalt glass fiber t system. Itiina: 1 5. �s C-15/32 p Sheet (optional): Red rosin paper, naiwd to deck. Sheet: One layer of Type 62 "GAFGLAS 075 Base Dfte (may D9 nailed). Ply Sheet One or more Layers of Type GI 'GAFGLAS Ply 2i° or GAFGLAS Ply 6-. Cap Sheer. one Layer of Type G-3 *GAFGLAS MiRral Surfaced Cap 5,w -t.. k 6 luck: NC Iiitlina: 3 Base Sheet One layer of Type G2 °GAFGL4S #75 Base Sheet°. Pty Sheet: One or more Layers of Type 61 -GAFGLAS Ply V or GAFGLAS Ply Cap Shcec one layer of Type 65-3 'GAFGLAS Hineral Surfaced Cap Sh6le- 7. Deck: C-15/32 retain®: 2 Insulation: One or more layers per(ite, glass fiber, iSotyanurabk per ite/isotyanurate composite. perllte/urethane con WWI 1.0 in. min (offset from plywood joints 6 in.). •• base Sheer One or more tapers of Type G1, G2 0JI'm •ay • • • • i • Fhembrane: One or more Layers of "Ruben oid TorGitsmooth of granule), "Ruberoid Torch Plus" (granule), °Ruberoid plop"'(3 or R►anulef or "Ruberoid Mop Plus° (granule).• • • • • • • Cap Sheet: °GAFGtAS Mineral Surfaced lip Sheet• hoz $topped: ' • 8.. Deck: C-15/32 Intiiam 2 Insulation (Optional): One or more Layers pef&L' •armed fiber •Mi.: , fiber, isocyanurate, urethane, perlite/isocyanur;M Mfhposrte, pe urethane composite, wood fiber/isacyarturate egimip0iii6! phe�Ol.,ay thickness. • • Base Sheet Two or more Layers of Type G2 or 63. • • • 0000•• Ply Sheet (Optional): one or more Layers of TY& 61,• • • Membrane. One or more Layers of °Ruberoid Torch`bomo0ttt orlu "Ruberoid Torch Plid (granule), °Ruberoid MV (smooth or 9 fute) oil °Ruberoid Mop Plus" (granule): Cap Sheet 'GAFGLAS Mineral Surfaced Cap Sheee, hot MOppe& la a I. Dark: C-15/32 Indium 3.1/2 Insulation (Optional): One Or more layers pefdtL WOW fiber, ass fiber, isocyanurate, urethane, peditefisocyanurate compos�iany e/ urethane composite, wood fiber/isocyanurate composite, thickness. Ply Sheer Two or more Layers of Type Gi 'GAFGLAS Pty dB or 'GAFGLAS Ply 6 - Cap Sheet: Type G3 'GAFGLAS MineraL Surfaced Cap Sheer, hot mopped, 2. Deck: C-15/32 Inborn 3-1/2 Insulation (Optional): One or more Layers periite, wood fibeV fiber, is yanurate, urethane, perlite/1SO*nurate compW1urethan+: composite, stood fibef/isocyanurate c mposite, phenoany thickness Base Sheet- Two or more layers of Type G1. G2 or G3. Membrane: One or mole Layers of °Ruberoid Torch° (smooth or granule). Ruberoid Torch Plus° (granule), "Rubefofd Mop° (smooth or granule) or °Ruberoid Mop Plus° (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheer'. hot Wrapped, L D-6. C-15132 Class C f' h d•••• • Q • • 0000• • 0000• a • 0.000 a••••• 0 • tttt • fee::• i••0•• 0a. S6 of of L ss e/ R at all of ISS A/ dry