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RF-15-220rs Miami Shores Village JAN 30 2015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ® FBC 20 1 BUILDING Master Permit No T Cl --.3 v PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC FtOOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP . CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): t�-b Phone#: Address: r 2 %Y .vU] City: —�'� /r�i. SrLO r State: ir--� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Comp'''any Name: V � Phone#: &/q -'177y Address: ! 2 City: _ ! +-4. State: / Zip: b S Qualifier Name: one#: State Certification or Registl°ation,#: 132 7E2:1 Certificate of Competency #: DESIGNER: Architect/Engineer: _ Address: . Value of 'ork for #til►rrtt $_ Type of a9di#ion,,,, elF :i_ j� _+rfNhM 1r i� C)pccrinti Square/L ❑ New 04I-�f Phone#: 14 R3641111 TMA U.11 Specify color of color thru tile: Submittal Fee $ Permit Fee $ `�� - U3 CCF $, Scanning Fee $ Technology Fee $, Structural Reviews $ (Revised02 24 2014 Radon Fee $ DBPR $ ti .St Inc Vb acewl ., Z ❑-aEftwalitii CO/CC $ Notary $ Training/Education Fee $ Double Feed$ Bond $ s W TOTAL FEE NOW DUE $ --x-14 - �3 D 2-Lq-6 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 an ction fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 2 Z day of v 20 IS- by G ki-V P�r� { ` , who i4sonall o aiAUlphan a 0n 1t, 2 FF 76106 Sign 00 MMNI11MLLI fr1(Nie - s� or OL bow #F The foregoing instrument was acknowledged before me this 2? day of 4-"20 1 , by VIQ fiY cs1Z , who ' personally known o me or who has produced as identification 0UNET IMMIX111 NOTARY PUB NcIvy pugle . gto of FlloirW 1 My Comm. Expert ON 12-201' QpgN1li=:b11 FF 761@8 Sign: Print: (!�/ % I'C-e— I l Print: UAfJ,/ �`�.�iir�! JIf Seal: Seal: APPROVED 6Y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miarrii shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: Z� 10050 NE 2nd Ave Miami Shores, FI 3313E Re: Owner's Name: Property Address: f — Roofing Permit Permit Number: Dear Buil ing Official:: rY certify that I am not required to retrofit the roof to wall connections of my building because: ,The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994ed+ti� of the South Florid"ilding Code (1994 SFBC) [ 0,j PC r Kl-�-j Signatt/e / Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 'Z- Z— day of Notary Public, Sate of Florida at Large _J4— -1_/ oum aawmui NOY ►d* • 00 Of Rw* Mr Com. i10m Die tt. toil Ce111010 n # FF 1110 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. ee„Asa — rni nnno Licensed & Insured LIC CCC1329597 3o1\r\ toe GLOBAL BUILDERS GROUP, INC® Email: gbgRoofingcontractors@gmail.corn 13724 NW 47 Place - Miami, FL 33055 Cell: 786-314-4774 a Office: 414 -ROOF 7663 I ... Ps 9 r 3 (1-76 Add►esst Job oeme: Date t city'state,Zip collet Job Addretas: WE HEREBY SUBfimi r THE FOLLO NTNG ESTIMATE AND CONTRACT SPECIFICATIONS RE -ROOF NEW ROOF RE-COVER „SHINGLES TILE ,,. FLAT METAL Roof Type: PITCHED Sq.Ft FLAT Sq. Ft Deck Type: WOOD CONCRETE GYPSUM Ridges Cap: Ridge Vents Parapet COMMENTS: SCOPE OF WORK Remove existing roofing materials down to the root deck and dispose of all debris. Replace damaged wood at deck up to 100 Lineal Feet or three sheets of plywood, anything over wilt be charged as follows: Sheathing or fascia board $2.50 p/Ft. Scams: $5.00 p/Ft. $100,00 per piece (covers 32 SO -FT. if the usage is less, it would be reduced from the last 30% payment. Prepare roof surface by sweeping and cleaning to install the following materials: One layer of #30 base felt install with tin tabs corrosion resistant 6" on laps & 12" o.c In the field. Vents or Lead sleeves Flashing around Vent Stades with 1 'Wring shank nails sealed with plastic roof cement and membrane. 3- x 3' 26 gauge galvanized metal cave -drip nailed 4' o.c along edge of roof. �y 16" 26 gauge galvanized metal at valleys as required. Metal flashing at intersection of roof -to -roof or roof -to -wall. 26 gauge galvanized stucco stop with fasteners sealed with caulking or plastic roof cement and membrane. PITCHED ROOF SHiNGiLE SYSTEM 3 -Tab Fiberglass Shingle fungusimildew resistance with 1 1/4" ring shank nails. Color. Dimensional Fiberglass Shingle fungus/mildew resistance with 1 114" ring shank nails. Color. PITCHED ROOF TILE SYSTEM One layer of #90 slate surfaces felt with mopped hot asphalt. Tiles with Foam Adhesive and !or roof Cement as per local codes requirements. Price shall be for standard the and in stock. Self attached underlayment FIAT ROOF BUILT-UP SYSTEM layer (s) of #75 base sheet with tin caps and fasteners. . Asphalt Primer thick Insulation roof leveling board with mopped hot asphalt. Cant Strip around parapet wall with mopped hot asphalt. layer (s) of Fiberglass Ply iV with mopped hot asphalt. -, One layer of mineral surfaced CAP SHEET with mopped hot asphalt. One layer of modified RUBEROID with mopped hot asphalt. One layer of modified RUSEROID TORCH clown system. Wall Flashing with mopped hot asphalt and termination bar sealed with plastic roof cement and membrane. All purpose Vents, Scupper and Pitch Pans where required. Self adhered system (Dade County Approved) TPO System REPAIR PITCHED OR FLAT ROOF Leak (s) located at: Prepare roof surface by removing existing roofing materials and dispose of all debris to install the following: Asphalt Primer layer (s) of #75 layer (s) of #30 Other _ as base. L Metal Flashing _„_— Stucco Stop Flashing Walley Metal Vents or Lead sleeve Flashing Turbines Sky Light One layer of modified RUBEROID TORCH down system. Plastic roof Cement and Membrane as sealant. _ FIBERGLASS ply IV CAF SHEET Modified RUBERROID _GRAVEL 'with mopped hot asphalt. !SHINGLES ,_,_,_„TILES One Coal-61—ALUMINUM PAINT. THIS JOB HAS A WARRANTY against faulty material and workman ip, if maintained for a period of: PITCHED RE-ROOF;Five Years Seven Years Ten Years FLAT RE -ROOF: Lj One Year 8 Five Years Seven Years REPAIRS: Three Months ® Six Months i One Year NEW ROOF: One Year WE PROPOSE hereby to furnish materials and labor in accordance with above specifications for the sum of:. _ PAYMENTS to be made as follow: 1. 25% upon signing the contract 2- 35% upon commencement of job 3- 35% commencement of the second phase 4- 5% upon tabor completion ACCEPTANCE OF CONTRACT*. The above prices, specifications and conditions are satisfactory and are hereby accepted.. You are authorized, to do the work as specified. Payment will be made as outlined above. This proposal might be withdrawn by us if not accepted within Thirty days. The total cost might vary due to constant increasing In material price. THIS PROPOSAL PIAS THE POWER OF A CONTRACT WHEN ACCEPTED AND SIGNED. ALLPERMIT AND ENGINEERING OR ARCHITECTURAL FEES ARE 110T INCLUDED Authorized Signature Signature of owner or owner's ag nt Date 1. GLOBAL BUILDERS GROUP INC Carries full insurance as required by Florida law, but shall not be held responsible for damages either before commencement of or during or after said work caused by strikes, wars, windstorm, hurricanes, a natural disaster, fire, hail, termites, or any event beyond our control. 2, GLOBAL BUILDERS GROUP. INC does not guarantee against leakage due to the footwear, nor punctures, or penetration of the roofs integrity for the installation of an air conditioning unit, signs, hatchways, pipes or other structures, supports or brackets unless installed as a pad of this contract, 3. GLOBAL BUILDERS GROUP INC does not guarantee against leakage due to improper roof building design, improper roof deck construction, nor to any kind of structural distress existing in the building that may cause ponding water and any other harm affecting the roof, In the event the building department requires tapered insulation to remove excessive ponding water, the customer will be charged for time and material only for the installation of said insulation and roofing, 4, GLOBAL BUILDERS "O'ROU,�P. IN,. reserves the right to discontinue this warranty due to any work performed on the roof by a tradesman or any parties other than those employed by this company. This warranty is not transferable. 5. In case a sealing is exposed and does not contain the necessary plywood to install the 1 1/4 ring shank nail, the customer will pay for the plywood necessary at an additional cost to meet the state code. 6. GLOBAL BUILDERS GROUP ' INC is not responsible for the damaged caused by any materials left on the root if any natural disaster occurs. 7. GLOBAL &UHLDERS GROUP INC will not be responsible for damages to sidewalks, fences, lawns, sprinkler systems, etc. that has been previously damaged where same must be crossed to gain access to bWding. 8. Due to nature of roofing work, on any job with exposed ceiling we strongly recommend the following be completed by the customer prior to our commencing of work: Cover furniture with a drop cloth. Remove from room or secure any Wse and breakable items such as lamps, frames, fans, etc. because J not be held responsible for the damage of such mentioned items which occurred during length of job. Nor for punctures or penetrations of the air conditioning conducts installed close to the roof. Although we take all due care, GJLoBA1- BUILDERS GROUP INO can not be responsible for any dirt or small debri that might fall through sheathing of unexposed ceiling typeofroofs, therefore there may be some clean up (vacuuming, dusting, etc.) required of the customer after completion of job, 9, Any unpaid balances shall void the guarantee of this contract, 10. In the event payment is not made as stored In specifications and if any sums are collected by suit or demand of an attorney or collections agency, then the undersigned agrees to pay all cost including assumable attorney's fees, court costs, and collection agency fees. 11. Return checks will be replaced for like amount plus any bank fees. 12. Any interruptions in the work which is in the fault of owner or owner's agent will be billed according to time and materials lost, and such cost shall be due and payable upon receipt of bill. 13. GLOBAL BUILDERS GROUP; INC will not be responsible for asbestos removal or surveys. And does not include cost of mechanical or engineering reports. 14. GLOBAL BUILDERS GROUP SNC will not be responsible for maintenance items such as pitch pans and coating. 15. Gutters: Especially seamless gutters shouO be removed by gutter company, before commencement of roof job, due care in avoiding damaged to existing gutters will be observed, however'Q'Losi R will not be held responsible for gutters, 16, Skylights: Existing skylights will be used, unless replacement is necessary it will be replaced at additional cost of skylights and labor only. 17. Owner shall provide GLOBAL BUILDERS GROUP INC workers with running water and electrical power for their use at job site during length of job. 18. The shingle should not be painted under any kind of circumstance, and if painted the contract shall be null and void. 19. All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. 20, Any alteration or deviation from above specifications involving extra cost will bf, executed on! ,y upon written orders and will become an extra charge over and above the estimator. 21. Our workers are fully covered by workman's compensation insurance. 22. If damage is occurred by cleaning the roof with pressure cleaning machine, GLOBAL tQ'RIVL;P N(" is not responsible for any kind of repair. 23, In case of a natural disaster and an increment in material and labor occurs; the prices will increment in accordance. 24 1 -;NC is not responsible for any kind of damage to the property by a truck or tradesman . from supply or material delivering companies. 25. Anything not listed in this contract is excluded. Initial Here------ i i INSPECY'd0A=1 y g i' El�M1�tEE�fts` 7066 SW 441"Street Miami, FL 33155 Tei: 786-398-9179 Fax 786-800-2627 a1 roafinsoec 'pn&omaii_com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor GLOBAL BUILDERS. P�mit # RF -1-15-220 Job Address 1248 NE 98 ST MIAMI SHORES, FL. Owner's Name JOHN Type of Tile ALTUSA Date installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 7.0 ft2 Required Testing Force 35 Lbs Date Tested 02117/15 Number of Tests Testing. Equipment F.G.E.100 Contact Name JOSE Phone # 7/258-WI6 LOCATION # OF TEST PASS # OF TEST FAIL Corner 0 Tests 0 Pass Test o Fail Perimeter 4 Tests 4 Pass Test 0 Fail Field 8 Tests 8 Pass Test 0 Fail Ridge 0 Tests 0 Pass Test 0 Fail TOTAL 12 Tests 12 Pass Test 0 Fail IN ACCORDANCE WITH THECRITMAOF PAOTOCOLPA IMTHIS ROOF ASSEMBLY HAS PASSED THESTAT C, UPUFTCW[wTY CONTROLTESLTHISTAS 106 TEST HAS BEEN. PERFORMED IN RILL ACCORDANCE TO THE 11 W REMENIS OF DADE COUNTRY, WITH NO DEYIATtONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS, THIS REPORT IT IS NOT VALID FAR INSURANCE CLAIMS. YENAN T.`LEYVA P.E.# 67416, A-1 Engineering Inspection Services, Inc 7066 SW 4e Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspection(kgmail.com LAB CERTIFICATION # 14-1215.04 02/17/15 PERMIT. # RF -1-15-220 1248 NE 98 ST MIAMI SHORES, FL. IT T T 7066 SW 44th Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 FEMA 50% RULE - SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE SUBSTANTIAL IMPROVEMENT/DAMAGE Z101-0410 NOTICE TO PROPERTY OWNERS Rebuilding your Home after the storm? Adding on, renovating, or remodeling your home? Here's information YOU need to know about the "50% Rule" If your home or business is below the 100 -year flood elevation, also known as the Base Flood Elevation (BFE), FEMA has flood damage prevention regulations that may affect how you remodel, renovate, or add on to your building. if your home or business sustained structural and/or interior damage, these regulations may affect how you rebuild. These laws are required by the National Flood Insurance Program to protect lives and investment from future flood damages. Miami Shores Village is required to adopt and enforce these laws in order for federally -backed flood insurance to be made available to we residents and property owners. SAVE YOURSELF TIME AND MONEY! PLEASE READ THE FOLLOWING INFORMATION: SUBSTANTIAL DAMAGE means damage of any origin sustained by a structure whereby the cost of restoring the structure to it's before damage condition would equal or exceed 50 percent of the market value or replacement cost of the structure before the damage occurred. (Note: The cost of the repairs must include all costs necessary to fully repair the structure to its "before damage" condition.) SUBSTANTIAL IMPROVEMENT means any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. If a building is "substantially damaged" or "substantially improved", it must be brought into compliance with the flood damage prevention regulations, including elevating the building to or above the 100 -year flood elevation. Miami Shores Village, follows the National Flood Insurance Program requirements, and has the responsibility to determine "substantial damage" and "substantial improvement", and has implemented the procedures on the following pages to do so. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE NOTICE TO PROPERTY OWNERS Miami Shores Village will use the assessed value of your structure (excluding the land) recorded by the Property Appraiser's Office. If you disagree with the Property Appraiser's valuation of the structure, you may engage a property appraiser licensed by the State of Florida to submit a comparable property appraisal for the total market value of the structure. You must obtain and submit to the Building Department a detailed and complete cost estimate for the addition, remodeling, reconstruction or for repair of all the damages sustained by your home, prepared and signed by a licensed general contractor. The contractor must sign an affidavit indicating that the cost estimate submitted includes all damages or all improvements to your home, not just structural. The signed contract document must be submitted with your application. If the owner is acting as his or her own contractor, the owner is responsible for submitting the cost estimate, and providing documentation, including subcontractor bids, to document the cost estimate. The Building Department will evaluate the cost of improvements or repairs and determine if they are fair and reasonable. For damage repairs, pre -storm prices and rates will be utilized. The cost of improvements or repairs does not include items not considered a permanent part of the structure. (i.e., plans, surveys, permits, sidewalks, pools, screens, sheds, gazebos, fences, etc. -- see attached copy). If your home is determined to have "substantial damage" or is proposed to be "substantially improved", then an elevation certificate must be submitted to the Building Department to determine the lowest floor elevation. Garages and carports are not considered to be the "lowest floor". If the lowest floor is below the 100 -year flood elevation, the building must be elevated to the 100 year flood elevation, or above, that level. Likewise, all electrical and mechanical equipment (heating and cooling, etc.), bathrooms, and laundry rooms must be elevated to, or above, the 100 -year flood level. Only parking, building access and limited, incidental storage is allowed below the flood level. Non- residential buildings may be "flood -proofed" instead of being elevated. If the lowest floor of the structure, including electrical and mechanical equipment and bathroom are already above the 100 -year flood elevation, the building can be repaired and reconstructed without having to comply with the fifty percent (50%) rule. Building plans must be prepared to show how the building is to be elevated. If located in a V -zone, Coastal High Hazard Area, or if the building is to be flood -proofed, these plans must be prepared and certified by a registered professional engineer or architect. Certificates for this purpose are available from the Building Department. IMPORTANT NOTE ON DONATED MATERIALS AND VOLUNTEER LABOR: The value placed on materials should be equal to the actual or estimated cost of all materials to be used. Where materials or servicing equipment are donated or discounted below normal market values, the value should be adjusted to an amount equivalent to that estimated through normal market transaction. Self or Volunteer Labor: The value placed on labor should be equal to the actual or estimated labor charge for repairs of all damages sustained the structure. Where non -reimbursed (volunteer) labor is involved, the value of the labor should be estimated based on applicable minimum hourly wage scales for the type of construction work to be completed. Our permitting official based on his/her professional judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e, electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ J Spread or continuous foundation footings and pilings [ ] Monolithic or other types of concrete slabs [ ] Bearing Malls, tie beams and trusses - "$ ood or reinforced concrete decking or roofing [ ] oors and ceilings [ ] Attached decks and porches [ ] Interior partition walls [ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings [ ] Windows and doors [ J Re -shingling or re -tiling a roof [ ] Hatdware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub -flooring [ ] Bathroom tiling and fixtures [ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ J Kitchen, utility and bathroom cabinets [ ] Built-in bookcases, cabinets and furniture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment (] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] Security systems [ ] Built-in kitchen appliances [ J Central vacuum systems [ J Water filtration, conditioning or recirculation systems ALSO: [ ] Labor and other costs associated with demolishing, removing or altering building components [ ] Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: Property Owner's Name: Property Owner's Address (�� - Property Owner's Phone Number: Contractor's Name: / / Contractor's / Address: / �� i 2 y /�� Cl Contractor's Pho a Number: ? hC ;? I y `r 7 y Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: 3CST [ ] I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has bee corded by the County Property Appraiser's Office. SIGNATURES: Property Owne �Z Date: . Contractor: Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNERS SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: 2 - Contractor's Name: I Property Owner's Name: i Property Owner's Address: Property Owner's Phone Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return .the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OFibr_ � COUNTY OF 2 Before met "ay personally appeared who, being duly savor , dep ses and says th/she has read, understands, and agrees to comply with all the PropertyOW,rfer's Signature Sworn to=d subscribed be O W iAIIN1011W "" MNe • 8" *1W w cow bow 0it it. t townlo" 0 PF MN me this 36) day of , 20_Z Notary Public State of p 3tw My commission expires 1 / SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Contractor's Company Name: Contractor's Address: /9-1 '?-Y Y W u> Contractor's Phone Number: ?0 31V- '177 y Contractor's State Registration or Certification Number: (� CC 3- 7 l3 i 9 Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF r j4� '' [le -1 COUNTY OF Before me this day personally appeared �'� who, being duly sworn, deposes and says that he/she ha read, understands, and agrees to comply with all the afororrtgntio ed con it' ns. J Contract rs Signature Sworn Co and subscribed before me this siay of t 200 Ntary Public _ My commission expires: ,VV PUe �� Notary Public, State of Florida Joanna M Feliciano My Commission FF 482753 Expires 8111212418 ApplicationCost Estimate of Reconstruction / Improvement . � Number'F I � — 2,..-�-'J" A nn.o 6 � 2� Ad This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub -Contractor Bids Contractor OwnerY.-Material ; r Labor osts Estimates �� costs Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 6_ 3_ -- ent�yLabor (rough) C- 4. Roofing Tnsulafion`and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit a Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA") System Manufacturer: A. -P Field: 9 " oc @ Lap, # Rows 2@ oc NOA No.: �CUA-'Z. 1� Perimeter: " oc @ Lap, # Rows @ 6 " oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: `q2.8 Pmax2: _ � � � 7 Pmax3: _ �,� Corner: " q�/ oc @ Lap, # Rows —@ @ 6 "oc Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board System: — J-2 e S— Field: Perimeter Corner Deck: --�-- ---� Type: `5A to � ® U Gauge/Thickness: S Illustrate Components Noted and // Details as Applicable: � l Slope: 2 Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet & No. of Ply(s):. Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Faate er/Bonding Material: Indicate: Mean Roof Height, Parapet Height, lulld= Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: N- Spacing or Submit Manufacturers Details that Comply with RAS -111 aAd Chapter 16. Base Insulation Size and Thickness: .c.. d Base Insulation Fastener/B nding Material: y Top Insulation Layer: ,% 4 FT. 4� Top Insulation Size and Thickness: /G Parapet cZ ti .� Height Top Insulation Fastener/B i g Material: +� C �'e t+ *ppta P 0 Base Sheet(s) & No. of Ply(s): L S -f7'`� F1; 10 Base Sheet Fastener/BQn 'ng Mater' / Mean / 4/4 .4 "V4113 Height Ply Sheet(s) & No. of Ply(s): '1--`t-- `x ,3 `�' Ply3 Sheet Fastener/Bondin Ma {(�ial: �R-�T Top Ply: L IOAJt— ..✓c,� ��jo/w Ee/� S 4st,s cam- s -f- ecad Top Ply F,asner/Bon in�g Mat I: _VP Surfacing: SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. 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 Section R4402 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.'esthetics-Workmanship: The workmanshi ovidi g that the roofing system meets the wind resistance andprvisions si Section mansR440are for the purpose of (appearance) are not a consideration with respect to workmanship water intrusion performance standards. Aesthetics 9or architectural appearance, that are not part of a zoning code, should be addrvisionset part of the agreement c issues such as color between the owner and the contractor. essed 2. Renailing Wood Decks: When replacing roofing, the existing w na5A in accordance with the current provisions of Section R4403. (Ther of deck is usually concealed prior r r to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between ighboring 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. 14�.l 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking n be `viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. —'—�5. Ponding Water: The current roof system and/or deck manda — y cause water toell and ac of the building may not drain w p ( cumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not qerloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through terror of the structural assembly (the building itself). The existing amount of attic ventilation shall ott he ibee reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic s, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venti shall not a required. Own 's/Agent's Signature Date � Date Contractor' i nature /z YS /0 > s" Property Address Permit Number 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. APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 MIAMI- IaADE MIAMI-DADE COUNTY . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC: RESOURCES (RER) 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof 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. APPROVED 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 Tvpe: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS'#75 Base 39.37" (1 meter) ASTM D4601 Type 11 asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 Ultima"' 39.37" (1 meter) ASTM D4601 Type It asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS' FlexPlyT" 6 39.37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS"' Ply 4 39.37' (1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS' EnergyCapT' 39.37' (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote GAFGLAS' Strataventa 39.37" (1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator T`" Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLASg' 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- -'Smooth 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer - Weld Wide modified asphalt and smooth surfaced. Ruberoid SBS Heat- 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer- WeIC 25 Wide modified asphalt and smooth surfaced. Ruberoid 20 39.37" (1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid`" Mop Smooth 39.37" (1 meter) ASTM D6164 Non -woven polyester mat coated with polymer - wide modified asphalt and smooth surfaced. NOA No.: 13-1022.15 MIAMI•DADECOU, Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOuC Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. C oat ng VersaShield®Fire 350 sq. ft. roll ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: Product Name EnergyGuarC Polyiso Insulation EnergyGuardT RA Polyiso Insulation EnergyGuard" RN Polyiso Insulation Energy -Guard" Perlite Roof Insulation EnergyGuardT. Perlite Recover Board EnergyGuardT RA Composite Polyiso Insulation Securocic Gypsum -Fiber Roof Board. StructodeO High Density Fiber Board DensDeck® Roof Board CIAMMADMECOUM TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Gypsum roof board High density fiber board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOAI 1. Drill-TecTM # 12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill-TecTM # 14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecTM ASAP 3S Drill-TecTM #12 Fastener with Various GAF Drill-TecTM 3" Standard Steel Plate 5. Drill-TecTM 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill -Tec" fasteners. 6. Drill-TecTM 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-TecTM fasteners. 7. Drill -Tec T. AccuTraceFlat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM #15 Fastener. 8. Drill-TecTM AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-TecTM fasteners. NOA No.: 13-1022.15 CML-DADE Cour�rir Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I. 2138A4.AM 4470 07/02/97 J.I. 3139QLAM 4470 01/08/98 J.1.ODOA8.AM 4470 07/09/99 J.I. OD IA8.AM 4470 07/29/94 J.l. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF -012-02-02 ASTM D4977 11/06/01 Technologies, LLC GAF -020-02-01 ASTM D4977 02/01/02 GAF -082-02-01 ASTM D6083 05/07/06 GAF -084-02-01 ASTM D6083 05/09/06 GAF -270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF -276-02-02 ASTM D226 11/15/10 GAF -306-02-01 ASTM E96 07/07/11 GAF -314-02-01 ASTM D2178 08/23/11 GAF -315-02-01 ASTM D2178 08/23/11 GAF -369-02-01 ASTM C1289 10/22/12 GAF -417-02-01 ASTM C 1289 05/28/13 GAF -464-02-01 ASTM C1289 10/22/12 GAF -499-02-01 ASTM D6083 03/12/14 GAF -500-02-01 ASTM D6083 03/12/14 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G30250.02.10 -3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 634140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 634140.04.11 -5 -RI ASTM D4897 10/18/13 G40630.01.14 -2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10 -3 -RI ASTM D3909 11/26/12 'NOA No.: 13-1022.15 MIAMI•DADECOUNTY� Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type 1: 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: FireOutTM Fire Barrier Coating, VersaShield®Fire Resistant Roof Deck Protection or (optional) SecurocC Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima` Base Sheet, Stratavent® Eliminator" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld TM Smooth or Ruberoid® SBS Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyT 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexP1yT 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 and Drill - Tec T. 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill -Tec ", AccuTrace 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) GAFGLASf' Flex Ply' 6, GAFGLAS® 75 Base Sheet or any of above base sheets attache todec wi ap u ar ring s--annai s and tin caps at a fastener spacing o o.c. rows 9" o.c. S nsf. See G #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid®20, RuberoieTViop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec T' #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecTM 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 Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 MIAMI•QADECOUWrY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: FGLAS®#75 Base Shee or any of above base sheets attached to deck with Drill-TeCTM (Continued) #12 Fastener or Drill -Tec #14 Fastener and Drill -Tec'.' 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill -Tec T. AccuTraco 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) Ply Sheet:O e or more i�a of AF AS Ply r GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping asp a app ied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) On�ply f GAFGLAS'Map ral Surfaced �ina ee r GAFGLAS'EnergyCapTmera urfaceSheet a ereull 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 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 13-1022.15 PRAMI-owue COUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS6 Flex Ply'" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDecC Roof Board or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and. at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./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 TGFU.R1306 - Roofing Systems Class C - Fully Adhered 1. Deck: C-15/32 Incline: 2 Pagel of 3 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum :la -In, thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or prelite/urethane composite or wood fi be r/po lyisocya nu rate composite or phenolic, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLASe #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent® Eliminator'" Venting Base Sheet (Perforated or Nallable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), torch applied or "Ruberoid@ Mop" membranes (Smooth or Granule), fully adhered with hot roofing asphalt. Coating: — "Karnak No. 97", applied at a rate of 3-gal./100-ft.'. 2. Deck: C-15/32 Incline: 2 Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Nailable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Plye Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), torch applied. Coating: — Grundy Ind. "20 F Emulsion", applied at a rate of 3-gal./100-ft. Z. 3, Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, any thickness, must be covered with min 1/2 in. perlite, glass fiber or wood fiber. Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 'A -In. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 'A -in. thick. Insulation: — One or more layers perlite or glass fiber or wood fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Perforated or Nallable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), torch applied or "Ruberold@ Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane", mechanically fastened or fully adhered with hot roofing asphalt. Coating (Optional): — "Karnak No. 97" or "No. 169", applied at a rate of 1 -gal. to 3-gal./100-ft .2 or Grundy Ind. "20 F Emulsion", applied at a rate of 3-gal./100-ft.2. 4. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 'A -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX), minimum IA -in. thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLASS #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Perforated or Nallable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra - Flexible Ply 6". Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), torch applied or "Ruberoid@ Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane", fully adhered with hot roofing asphalt. Coating: — Grundy Ind. "20 F Emulsion", applied at a rate of 3-gal./100-ft.2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASS Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Perforated or Nallable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), torch applied or "Ruberoid@ Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri-Plye SBS Modified Bitumen Membrane", fully adhered with hot roofing asphalt. 6. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum Y4 -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum y4 -in. thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or prelite/urethane composite or wood fi ber/polyisocya nu rate composite or phenolic, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ EllminatorTM Venting Base Sheet (Perforated or Nallable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened with above insulation. http : //database. ul . com/cgi-binIXYVItempl atelLISEXTI 1 FRAMElshowpage. html?nam a=T... 1/30/2015 I " TGFU.R1306 - Roofing Systems Page 2 of 3 Membrane: — "Ruberold@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR", fully adhered in a uniform application of Karnak "No. 81" or Gibson -Homan "No. 6160-900", applied at a rate of 1 -gal. to 2-gal./100-ft.7. Coating: — "Karnak No. 97", applied at a rate of 3-gal,/100-ft.. 7. Deck: C-15/32 Incline: 2 Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@ #80 UltImaTM Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Nailable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply® Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid@ Mop 170 FR" or "Ruberold@ Dual FR" or "Ruberold@ Mop FR", fully adhered In a uniform application of Karnak "No, 81" or Gibson -Homan "No. 6160-900" applied at a rate of 1 -gal. to 2-gal./100-ft.2. Coating: — Grundy Ind. "20 F" emulsion, applied at a rate of 3-gal./100-ft.2. 8. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum IA -In. thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanu rate composite or perlite/urethane composite or wood fi be r/polyisocya nu rate composite or phenolic, any thickness. Base Sheet. — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'"' Base Sheet" or "GAFGLAS@ Stratavent@ EliminatorT"' Venting Base Sheet (Perforated or Nailable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR", fully adhered in a uniform application of Karnak "No. 81" or Gibson -Homan "No. 6160-900", applied at a rate of 1 -gal. to 2-gal./100-ft.2. Coating: — Grundy Ind. "20 F" emulsion, applied at a rate of 3-gal./100-ft.2. 9. Deck: NC Incline: 1/2 Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Perforated or Nailable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberold@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ EnergyCap Dual FR" or "Ruberoid@ Mop FR" or "Ruberold@ EnergyCap'" Mop FR", fully adhered in a uniform application of Karnak "No. 81" or Gibson -Homans "6160-900", applied at a rate of 1 -gal. to 2-gal./100-ft.', 10. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT"' Roofboard", minimum 'A -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 'A -in. thick. Insulation (Optional): — Polyisocyanurate or wood fiber or perlite or glass fiber, any thickness, mechanically fastened or fully adhered with hot roofing asphalt. Base Sheet: — One or more plies "Ruberold@ 20" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ EllminatorT" Venting Base Sheet (Perforated or Nailable)" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Plus Smooth" or "Ruberoid@ Dual Smooth", mechanically fastened or fully adhered with hot roofing asphalt, Membrane: — One or more plies "Ruberoid@ 30" or "Ruberoid@ 30 FR" or "Ruberoid@ EnergyCapTM SBS 30 FR", fully adhered with hot roofing asphalt. 11. Deck: C-15/32 Incline: 1/2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roofboard", minimum 'A -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 'A -in. thick. Insulation (Optional): — Perlite or glass fiber or wood fiber, 2 -in. maximum. Base Sheet: —Type 15 asphalt glass felt or Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'"' Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator" Venting Base Sheet (Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — "Ruberoid@ Torch Granule" or "Ruberoid@ Torch 180" or "ROOFMatch'" APP Modified Granular" or "Tri -Ply@ TP -4G", torch applied. Coating: — Karnak Chemical "Karnak No. 97" Fibrated Aluminum Asphalt Roof Coating, applied at a rate of 11/2-gal./100-ft.2. 12. Deck: C-15/32 Incline: 2 Base Sheet: — Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Nailable)", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — "Ruberoid@ Torch Granule" or "Ruberold@ Torch 180" or "ROOFMatchlm APP Modified Granular" or "Tri -Ply@ TP -4G", torch applied. 13. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard", minimum '/4 -In. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -In. thick. Insulation (Optional): — Perlite or fiberboard or high-density fiberboard or polyisocyanu rate or perlite/polyisocyanurate or fiberboard/poly iso ate. Base Sheet: ne or more plies "GAFGLAS@ #75 Base Sheet" r "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'"' Base Sheet" or "GAFGLAS@ Stratavent immator'" Venting Base S ee allable)" or "Ruberoid@ 20" or "Ruberoid@ Mop Smooth" or "Ruberold@ http://database.ul.com/cgi-bin/XYV/template/LISEXT/ IFRAME/showpage.html?name=T... 1/30/2015 TGFU.R1306 - Roofing Systems Page 3 of 3 Mop Smooth 1.5" or "Ruberoid@ Mop Plus Smooth" or "Ruberoid@ Dual Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheets (Optional): ne or more plies "GAFGLAS@ Ply 4 r "Tri -Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6", fully adhered with ho a — Cap Sheet: — "Ruberoid@ Torch Smooth" or "Tri -Ply® TP -4" or "Ruberoid@ Torch 180" or "ROOFMatchT" APP Modified Granular" or "Tri - Ply@ TP -4G", torch applied or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Rpberoid@ Mom ec Flex PRF" or "ROOFMatchT" SBS Modified Granular" or "Tri -Ply @ SBS Modified Bitumen Membrane" or T CFGDC52�inera�l.Suxfaced_�p S„ hPee or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt. 14. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum '/4 -in. thick. Insulation (Optional): — Perlite or wood fiberboard or poly isocyanurate or perlite/polyisocyanurate or fiberboard/polyisocyanurate, mechanically fastened or fully adhered with hot roofing asphalt. Base Sheet: — One or more plies "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima T" Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Nailable)" or "Ruberoid@ 20" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Plus Smooth" or "Ruberoid@ Dual Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — "Ruberoid@ Torch Smooth" or "Tri -Ply@ TP -4" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch 180" or "ROOFMatchT" APP Modified Granular" or "Tri -Ply@ TP -4G", torch applied or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Intec Flex PRF' or "ROOFMatchT" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" "GAFGLAS@ Mineral Surface Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt. http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.html?name=T... 1/30/2015