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RF-12-2360
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 182942 Permit Number: RF -12 -12 -2360 Scheduled Inspection Date: January 30, 2013 Inspector: Bruhn, Norman Owner: SPRAGUE, DONALD & LINDA Job Address: 390 NE 93 Street Miami Shores, FL Project <NONE> Contractor: AMERICAN CONSTRUCTION & REPAIRS Permit Type: Roof Inspection Type: Reef=in-PFegress Work Classification: Flat Phone Number Parcel Number 1132060136310 Phone: (305)775 -2509 Building Department Comments REMOVE EXISTING DRAINAGE PIPE, RE ROOF 783 SQ FT OF FLAT ROOF, BUILD NEW RAINFALL SCUPPERS AND OVERFLOW SCUPPERS. INSTALL NEW GUTTER AND VERTICAL COLLECTOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed /T/- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ('6-/ January 29, 2013 For Inspections please call: (305)762 -4949 Page 11 of 33 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ]il- IX FOLIO NO. l -520 6° D rb L31® STATE OF FLORIDA COUNTY OF MIAMI -DADE: STATE OF FLORIDA, CO 1 HEREBY CERTIFY Mat this THE UNDERSIGNED hereby gives notice that improvements wittlgootadtt real property, and in accordance with Chapter 713, Florida Statutes, the foll information is provided in this Notice of Commencement. 11111111111111111111111111111111 1111111 111111 CF t+ll 2012R093 8476 OR 91( 28420 Ps 19741; (1ps) RECORDED 12/28/2012 14 :36 :25 HARVEY RUVIN, CLERK OF COURT IIIAIII -DADE COUNTY? FLORIDA LAST PAGE T OF DADE a true copy ()fine day of This Notice of Commencement should be recorded at: The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 WITNESS my hand and OM HARVEY R N, CLER By �_I w TANASHIA A' N 1. Legal description of property and street /address:MG/YU( zVIove D f)e.0 le Mb y1- (0- 3D ( 1 Lo+ 2 E 11% Cot 54 . " , .r►ox 1''- c-» /S5—t6 rR D f! z :tor 2 3914 —CL 10 o9 / c35 56, T7'tiavlfti ro-Di Ft. '3 3138 2. Description of improvement: 2� - ecx,Prio 3.Owner(s) napc and address: Interest in property: cW irItA, 1:1)-4-12-411d01--R4 Name and address of fee simple titleholder :, /Ar-. 4. Contractor's name and address: r 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: JC114 Amount of bond $ /A,) /__ 6. Lender's name and address: AI/ , 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: A.)/7-1t- . 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: A.) /A ° 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) A1/ Signature of Owner Print Owner's Nam Swom to and s before Prepared by e this 2.6 day of 20 12 . Notary Public Print Notary's My commission expires: 6 PAOLA OOMEZ Min Mks - S1M* of Florets My C # EE 19637814 11 2 tt), t C\1u_C.L' BUILDING Miami Shores Village Building Department '10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 EEO FBC 0 Permit No. veo PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: c.. " (D AO" e;1514 5t a City: / Miami �S,horree^s- County: Miami Dade Zip: s fe55 Folio/Parcel #: i 1 —dZCG '� 3- Ca° Is the Building Historically Designated: Yes NO G'....-- Flood Zone: OWNER: Name (Fee Simple Titleholder): •{C kneier Phone #: i J�573-l4 Address i 9'3 r' '54- City: / ' Ut aLf ht State: 1. Zip: 55 Tenant/Lessee Name: IV-4e Phone #: Email: CONTRACTOR: Company Name: Address: AND . A -An ' /... City: r �_ m7411.* I _.rs; /iI i z W tate: Zip: .►45l _ Qualifier Name: l � �.+• coo j Phone #: 2'.� 2_> 0'r) State Certification or Registration #: rG G C.DC'D15-' Certificate of Competency #: ^� Contact Phone #;` J•+ ,�y2�j Em'a�il�Address: CJodki . �/my DESIGNER: Architect/Engineer: y� r1h WS T.1r. Phone # t . 1 `35 Value of Work for this Permit: $ Q,2jl.O •OO Square/Linear Footage of Work: J Type of Work: UAddition DAlteration ONew /Replace ODemolition Description of Work: AT etD©. f tn1 Color thru tile: '****** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** *Fees **,*, �x�x* x��xxx�*+ x**** �x***** �xa��x�x�x�x *x�x�x��x�x**** * * * *** Submittal Fee I(� 40 Permit Fee $ �5 ©� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ --)N. Paid DA, FrA/VS 16t/KAt TOTAL FEE NOW DUE $ Q-aax) Ciecti am Bonding Company's Name (if applicable) ' V '. Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N. V AV Mortgage Lender's Address 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 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 &id Owner or Agent The foregoing instrument was acknowledg- • befo e this day of , 20 IL., by '404-- fi sSignature LtJ Contractor The fore oing instrument was acknowl- • ed • - ore me this day of , 20 y a l I, l I (. who ispersona1l known�to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P 1: LIC: NOTARY P : LIC: Si Print: My Commission Expires: - State 01 fide = My Comm. Expires May 8, 2018 of ;o` Commission # EE 198875 Sign: Print: aCNYYO,,e". My Commission Expires: O5l06 6 * * * * * * * * * * * * * * * * ** *may ****** j/0171Cfil ** ************* * * * * * *,k** ** ** * ** ***** ** *** **** APPROVED BY P" Plans Examiner PAOLA GOMEZ eS • E* May 8, 2018 Commission # EE 188075 0 Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Total Due: $0.00 I Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 pReturn to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To DONALD & LINDA SPRAGUE 390 NE 93 Street MIAMI SHORES, FL 33138 -2828 Date Fee Name 10/23/2012 CCF 10/23/2012 DCA Fee 10/23/2012 Scanning Fee 10/23/2012 Education Surcharge 10/23/2012 DBPR Fee 10/23/2012 Permit Fee - Repairs 10/23/2012 Technology Fee • Invoice Number: RF -10 -12 -45722 Invoice Date: October 23, 2012 Permit Number: RF -10 -12 -2000 Bond Number: Comments: Fee Type Calculated Calculated Calculated Calculated Calculated Percentage Calculated Fee Amount $5.40 $2.00 $9.00 $1.80 $2.00 $100.00 $7.20 Total Fees Due: $127.40 Payments Date Pay Type 10/23/2012 Credit Card 10/31/2012 Credit Card Check Number Amount Paid $50.00 $77.40 Change $0.00 $0.00 Total Paid: $127.40 Tuesday, December 18, 2012 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building & Neighborhood Compliance Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Donoict a/►o qOr°1 '142rri , Roofing Permit Number Dear Building Official: AP .a* Lf:�1 , , Atil my buil , I connections o mg because: certify that I am not required to retrofit the roof to wall LI The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFB ). ✓ rLx /�c�lK�i Signature of Property IV id Print Name STATE OF FLORIDA.COUNTY OF MIAMI -DADE Sworn to and subscribed before me this 1 day o �/' , 20 (SEAL) • Personally known I or Produced Identifil PAOLA GOMEZ Notary Public - State of My Comm. Expires May 8.2018 Cession # EE 188875 When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. 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. Aesthetics - Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This 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 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 overloaded 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 the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature 3cto itfrd _IL/lb [Z Date Contractor's Signature Property Address Permit Number (REVISED) " CONTRACT FOR CONSTRUCTION SERVICES * ** 7 feGZb /Z (Re -Roof) THIS CONTRACT TAKES PLACE OF THE PREVIOUS CONTRACT & INCLUDES ALL PREVIOUS COSTS This contract (the "Contract") made this 25t. Day of November, 2012. Between; American Construction & Repair's, LLC (Hereafter, "Contractor"), 9300 West Bay Harbor Drive, Bay Harbor Islands, Florida 33154 And; Donald & Linda Pender (hereafter, "Owner "), 390 N.E. 93`d, Street Miami Shores, Florida 33138. The above named parties to this Contract, in consideration of the mutual covenants and stipulations set out, agree as follows: CONTCTOR'S SCOPE OF WORK The contractor Will: A). Apply for & obtain "another" Miami Shores Building permit to take the place of permit #RF -10-12 -2000 in accordance with the previous permit building inspection. B). Remove all roofing material on approximately 1320 square feet of roof & parapet over the family room. C). Remove & replace the Master bedroom french doors in order to re -flash the doors; replace all decayed threshold joist framing & door bucks as necessary. D). Install roof drains & overflows per code. E). ADDITIONAL to contract Replace any decayed sheathing lumber at $2.50 per lineal foot; Rafters, joist, fascia & soffit materials at $3.25 per foot; as needed. F). Install 75# glass base anchored to sheathing with tin caps & 1 1/4 inch. Ring shank nails. G). Hot mop two ply's of four ply fiberglass. H). Install tapered insulation & through watt piping to control drainage. I). Install new deck & parapet flashing around perimeter. J). Replace all through roof pipe fleshings. K). Hot mop "GAF" modified rubber surface cap sheet. L). Remove all roofing debris from the job. M). All work will be performed in accordance with the Florida building code. N). Provide a seven year guaranty on labor & materials. 0). Replace deteriorated family room ceiling. CONTRACT BREAKDOWN 1fl. contract permit, roof stripping, temporary roofing, materials & labor...$4,879.00 . contract permit, 9 square roofing 7,200.00 Parapet, 4 square roofing 3,200.00 Remove & replace french doors; re -flash threshold 1,900.00 Remove & replace 414 s/f family room ceiling 3,055.00 Profit 2.392.Q0 Total $22,626.00 CONTRACT AMOUNT The owner agrees to pay the contractor in US funds, the amount of: $22,626.00 Dollars, plus the cost of the Miami Shores permit fee. Payment rms: $12,000. — ($1,000. previously paid) = $11,000. Upon contract; $10,000. Upon "dry-in" inspection; and the Balance upon completion. ITEMS EXCLUDED FROM THE CONT CT The contractor will make every effort to protect the owners property and landscaping during the work. The owner will not hold the contractor responsible for any personal items or landscaping cost associated with this work. OTHER TERMS AND CONDITIONS Page 1 of 2 4. /41 A. Payments and disbursements: Owner acknowledges it is responsible for obtaining any financing it deems necessary to pay the Contract Amount and to otherwise comply with the terms of this Contract All payments are due immediately upon receipt of Contractor's invoice and no retainage shall be held on any payment due. Overdue payments will bear interest at the maximum legally permissible rate of interest. Failure by owner to pay any invoice within ten (15) days after payment is due shall constitute a material breach of this agreement. B. Property rights: The owner named above represents that he/she owns the Property where the work is to be performed. C. Authority: The person executing this Agreement on behalf of Owner personally represents that he/she is authorized by Owner to do so, and that if Owner is a corporation or limited liability company, the execution of this Contract has been duly authorized by Owner's board of directors or managers. D. Additional work: Contractor shall promptly notify Owner, in writing, of any additional requirements necessary to facilitate completion of the work. The cost of any additional work required or ordered by Owner (or any regulatory agency having jurisdiction over the project) shall be set forth in a signed change order, and shall immediately become due and payable. Contractor, its employees, subcontractors and agents are not authorized to perform any additional work or to enter into any Agreement to perform additional work unless agreed to in a written Change Order signed by Owner and Contractor. Each fully executed change order shall become an integral part of this Agreement. E. Access and Facilities: Owner agrees to provide access to work areas for Contractor's workers and vehicles and to provide on -site storage for materials and debris including a toilet facility and water without charge to Contractor. F. Warranty and Disclaimer: Contractor warrants all labor for a period of twelve (12) months from the date of completion of the work. To the extent permitted by applicable law, Contractor hereby assigns to Owner, effective upon Contractor's receipt of the final payment due under this Contract, any and all manufacturer's warranties relating to materials used by Contractor in connection with the project. Contractor is not liable under this warranty for actual or consequential damages resulting from Excessive weather conditions, abuse, lack of proper owner maintenance, or normal wear and tear or defects in products provided by any manufacturer. To the maximum extent permitted by law, all implied warranties of fitness for a particular purpose, merchantability and habitability, all warranties imposed by statute and all other express or implied warranties of any kind or Character is specifically disclaimed. Contractor has not given and Owner has not relied upon or bargained for any such warranties except as expressly set forth in this Contract. As to any implied warranty which cannot be disclaimed entirely, all secondary, incidental and consequential damages are specifically excluded and disclaimed. G. Entire agreement This Contract contains the entire agreement between the parties, and no statements, promises, representations or inducements made by either party or any agent of either party that are not expressly set forth in this Contract shalt be valid or binding upon Contractor and Contractor shall not be liable by reason of the breach of any warranties, representations, covenants or promises not expressly stated in this Contract. This Contract may not be Fatly amended, modified or altered. No amendment or modification of this Contract shall be binding upon either party unless in the form of a written instrument signed by both parties. This Contract shall be binding upon the successors and assigns of both parties. H. Waiver. There shall be no oral, implied or deemed waivers of any of the provisions of this Agreement Any waiver of any provision of this Agreement may only be affected by a writing signed by each party hereto. Failure of any party to enforce its rights as to any provision of this Agreement will not effect said party's ability to later enforce any of its rights hereunder. 1. Severabillty: In the event any provision of this Contract shall be held to be invalid, unenforceable or illegal, the validity, legality and enforceability of the remaining provisions of this Contract shall in no way be affected or impaired thereby, and such remaining provisions shall remain in full force and effect. J. Disputes: in any legal action arising out of or in connection with this agreement, the parties hereby submit to the jurisdiction of Miami Dade County, Florida and venue for any such action shall lie in the County or Circuit Courts of the Eleventh Judicial Circuit in and for Miami Dade County, Florida, EACH PARTY HERETO EXPRESSLY WAIVES ANY RIGHT TO A TRIAL BY JURY. In any action arising out of or in connection with this agreement, the prevailing party shall be entitled to reasonable attorney's fees and costs, including appellate fees and costs. The Owner waives any claims against the Contractor for consequential damages arising out of or relating to this Contract. K. Equal Drafting: This Agreement shall be construed as if equally drafted by all parties thereto and any ambiguities contained herein shall not be construed for or against either party as the drafter. L. Effect of Agreement: This agreement shall inure to the benefit of and be binding on the heirs, executors, assignees and successors of the parties hereto. iN WITNESS WHEREOF, the parties have executed this agreement on the day and year first above written. Contractor: AMERICAN CONSTRUCTION & REPAIR'S Charles E. W. Charles E. Wallace (CGC#001575) * * * Page 2 of 2 ner or Authorized Representative: Donald or Linda Pender Thank you for selecting "US" to provide your work * ** f Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. 14 IIC C ontractor's Nam ' a Job Address ( 'hD }g /36 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ‘I-Er5 5F SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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If a component Is not requited, Insert not applicable (n/a) In the text box. ROOF SYSTEM MANUFACTURER: I GAF MC Product Approval (NOA):10 - 0224.01 I System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: 1 (P1) Field: 42.8 Psf (P2) Perimeters: (P3) Comers: 71.7 108.00 Psf Psf Maximum Design Pressure From NOA 52.5 Roof Slope: " :12 Roof Mean Height Psf 10 Parapet Walls: 0 No © Yes Parapet wall Height Deck Type: I-5/13" Plywood— 1 Support Spacing: n/a "o/c Alternate Deck Type: I n/a Existing Root it. Fire Barrier. INa Vapor Barrier. 1 Anchor Sheet 175# Base Sheet Anchor Sheet Fastener / Bonding Material: 11 1/4 Ring Shank Nails- 1 5/8 tin caps Insulation Base Layer Size & Thickness: 'Tapered iso min 1" 1/8" slope 4x4 Insulation Base Layer Fastener / Bonding Material: I Type 4 Asphalt insulation Top Layer Size & Thickness: 11/2 High Density Fiberboard 4x4 Insulation Top Layer Fastener / Bondkig Material: I type 4 Asphalt Base Sheet(s) & No. of Ply(s): Base Sheet Fastener / Bonding Material: I type 4 Asphalt Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener / Bonding Material: 'n/a Top Ply. 'GAF RUBEROID 170 FR MOP WHITE Top Ply Fastening / Bonding Material: 'type 4 Asphalt Surfacing: I n/a SINGLE PLY MEMBRANE Single Ply Manufacturer / Type: Single Ply Sheet Width: Ell No. of Single Ply 1/2 sheets: " 12 Sheet Width: n/a Ell ft. Single Ply Membrane Fastening / Bonding Material: " FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter. " o/c @ Laps & " o/c Ell Laps & rows rows 3. Comer: ON " o/c @ Laps & W rows "o/c Du "o/c 'o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Feld: 2. Perimeter: Insulation Fastener Type : In/a 3. Corner WOOD NAILER TYPE AND SIZE: Irla Wood Nailer Fastener Type and Spacing: INa 1 1 EDGE & COPING METAL SIZES: Edge Metal Material: I - SELECT EDGE METAL MATERIAL— 1 Edge Size: — SELECT EDGE METAL WEIGHT OR THICKNESS— Hook Strip Size: - SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Atta 1n/a Coping Material: Coping Size: Hook Strip Si Parapet Coping Metal Attachment 1-SELECT PARAPET WALL COPING MATERIAL- I — SELECT COPING METAL SIZE OR 'THICKNESS- -SELECT COPING METAL HOOK STRIP SIZE- In/a 1 1 Parapet Wall Insulated xailable Deck COUNTY °Delivering Excellence Every Day° Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: 1 Concrete waft Elastomeric sealant tooled to fatate water run -off 1 11 IJf Base Layer of Insulation Anchor Sheet 4 . • 1 Option± compressittle Elastomeric sealant Metal cotsderflasl g mach attached W' ofc w/ washer Seal top of lase flashing w/ testable material Termn bar mech. attached 6 o/c Reld pries turned up wall Base flashing min. 8" above finished roof Mutiple ply of built up rooms Top Layer of insulation oret Roof Deck Parapet wall height Roof Mean Height: Base Flashing: 2 10 ft. ft. I Ruberoid SBS White Surfacing: In/a Top Ply: IGAF RUBEROID 170 FR MOP WHITE Inter Ply Sheet: In/a Base Sheet: 175# Base Sheet Top Layer of Insulation: 11/2 High Density Fiberboard 4x4 Base Layer of Insulation: 11/8 slope tapered iso min 1" 4x4 Anchor Sheet: I75# Base Sheet Roof Deck Type: I5 /8"Plywood M IA M I.DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 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 by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROIDa Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub- Cateeorv: Modified Bitumen Material: SBS /APP Deck Type: Wood Maximum Desiann Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABF.T,F,D BY APPLICANT: TABLE 1 )Product Leak Buster"' Matrix"' 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak Buster"' 4TM 305 Fibered Asphalt Emulsion Leak BuSterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterT' Matrix"' 322 Elastomeric Roof Coating LeakBusterTM Matrix"' 306 LeakBuSterTM MjxTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMAT' Base Sheet GAFGLAS® Flex P1yT' 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Dimensions 5, 55 gallons 601b. Bags 1001b. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39,37" (1 meter) Wide Test Specification ASTM D41 Product Description Asphalt concrete- primer used to promote adhesion of asphalt in built-up roofing. ASTM D1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. AST' D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI•asphalt impregnated glass felt with asphalt coating. Type N asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLASe EnergyCapT"i Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENTe EliminatorTM Perforated Nailable RUBEROID ® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- WeIdTM PLUS RUBEROID® SBS Heat - Weld'' PLUS FR RUBEROID® EnergyCap SBS Heat- We1dTM PLUS FR RUBEROID® Modified Base Sheet RUBEROMe SBS Heat WeIdTM 25 4,1!,0,111222214, ,x•..., ;i►) APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 3937" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (3937') wide 1 meter (3937') wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 • ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type 02 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOATS' EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROID Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID®EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID ®170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (I meter) Wide 1 meter (3937 ") wide 107 sq. ft. (9.9 m2) 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 1 meter (3937 ") wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide Test Sneeification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5I47 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non- woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 4 of 31 Produc RUBEROID® 30 FR RUBEROID® EnergyCap SBS 34 FR • RUBERO1D® ULTRACLAD ®SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label Dimensions 3937" (I meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types 1, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 GAFGLAS® Flex Ply GAFGLAS® #75 B , Sheet or any of above Anchor sheets attached to dec with a ' I • :% A l i u ar ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.S psf; See General Limitation #7) GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROIDe Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psi, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced appro ' i _ ly 9" o.c. in the field of the sheet. (Maximum Design Pressure —7 {, neral Limitation #7) (Optional) Install one pl • GAFGLAS® # , GAFGLAS ® #80 ULTIMATM Base Sheet, GAFGLAS® PL - .► lex PIyTM 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WeldTM Smooth or RUBEROID® SBS Heat We1dTM 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 Ibsisq (see General Limitation #4). Ply Sheet (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PlyTM 6 sheet, GAFGLAS® #80, RUBEROID® MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of RUBEROID® 20, RUBEROID® 30, RUBEROID® EnergyCap SBS 30 FR, RUBEROID® 30 FR RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® MOP PLUS, RUBEROID® MOP FR, RUBEROID® ULTRACLAD® SBS, or RUBEROID® Dual FR fully adhered in an approved asphalt at an application rate of 25 lbJsq. ± 15 %. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 10 of 31 Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibsfsq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibsisq. or applied in a flood coat of Leak Buster"( Matrix"( 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved, asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM Matrix"( 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715, Leak Buster"( MatrixTh 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"( Matrix"( 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance , with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 11 of 31 WOOD DECK SYS.1 LM LIMITATIONS: . 1 A slip sheet is required with Ply 4 and Flex Ply ."4 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or 'A" 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 lbsJsq., 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" 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 12lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall honform 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 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 TGFU.R1306 - Roofing Systems Page 1 of 2 i 1. Deck: NC Class A - Fully Adhered Incline: 1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. B ase Sheet (Optional): — One or more plies Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch ®" (Smooth or Granule) or " Ruberold® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop plus Granule" (granule). Surfacing: — Gravel, 400 -Ibs /100 -ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC incline: 1/2 B ase Sheet (Optional): — One or more piles Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus° or "Ruberold® Mop" (Smooth or Granule) or " Ruberold® Mop Plus Granule ". Coating: — "Kamak No. 97" applied at 11 to 3 -gal. /100 -ft2. 3. Deck: NC incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Pius" or "Ruberoid® Mop Granule" or " Ruberold® Mop Pius Granule ". Coating: — "Karnak No. 97" applied at 11 to 3 -gal /100 -ft2. 4. Deck: C -15/32 incline: 1/2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, periite/poiyisocyanurate composite, perlite/urethane composite, phenolic, 11/2-In. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet — One or more plies Type G2 or Type G3. Pty Sheet (Optional): — One or more plies Type 61. Membrane: — One or more piles "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberold® Mop Pius Granule." Surfacing: — "Karnak No. 97" applied at 11 to 3 -gal /100 -ft2. 5. Deck NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberold® Torch" (Smooth or Granule) or "Ruberold® Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3- ga1/100 -fie. 6. Deck C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4-In. minimum, polyisocyanurate, urethane, peHite /polylsocyanurate composite, perlite /urethane composite, 11 -In. minimum. Base Sheet (Optional): — One or more plies Type GI or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberold® Mop" (Smooth or Granule) or "Ruberold® Mop Pius Granule." Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more piles Type G1. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11 to 3 -gal /100 42 or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 4 -in. minimum polyisocyanurate, urethane, perlite /polylsocyanurate composite, perlite /urethane composite, 11 In. minimum. Base Sheet (Optional): — One or more piles Type 61 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop" (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2 -ga1/100 -ft2. http: // database. ul. comlcgi - binl XYV / template /LISEXT/ 1 FRAME /showpage.html?name =... 11/13/2012 TGFU.R1306 - Roofing Systems Page 2 of 2 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perilte, glass fiber, 3/4-In. minimum, polyLsacyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, i'k in. minimum. Base Sheet — One or more plies Type G2 " GAFGLAS® #75 Base Sheet", or "Tri -Ply® #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet — One or more plies Type G1 " GAFGLAS® Ply 4" or'Tri -Pty® Ply 4" or "GAFGLAS® Ply 6" hot mopped in place. Membrane: — "Ruberold® Mop 170 FR" or "Ruberoid® Dual FR" or "Ruberold® Mop FR" or "Ruberold® EnergyCap " Mop FR." Surfed , — Optional): "GAF Fibered Aluminum Coating" applied at 11/2-ga1/100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- 10. Deck C -15/32 Incline: 14 nal): — Perlite, fiber glass, potyisocyanurate, urethane or perllte/poiyisocyanurate composite. — One or more layers Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet° or Type G3 "GAFGLAS® Mineral rfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped In place. Membrane: — “Ruberold® Mop 170 FR" or "Ruberold® Dual FR" or "Ruberold® Mop FR" or "Ruberoid® EnergyCapTM Mop FR." 1Tt1D : / /da fabric_ ul_ COMMOi- hinnnAlltemniatP/i.TCFYT /1PR AAAP /01.1"v ,�,..o t,�.�.1 '),........— 11 HZ 1"1n1 P1 JOB AREA EXISTING DRAINAGE PIPE TO BE REMOVED AREA MAP SCALE:N.T.S. SCOPE OF WORK INCLUDES BUT NOT LIMITED TO: 1. REMOVE EXISTING DRAINAGE PIPE. 2. RE -ROOF 783 S.F. 3. BUILD NEW RAINFALL SCUPPERS AND OVERFLOW SCUPPERS. 4. INSTALL NEW GUTTER AND VERTICAL COLLECTOR. LEGAL DESCRIPTION: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 E2 LOT 2 BLK 47, LOT SIZE 80111 X 127 OR 1563 x,:18 0892 1 10,173.97 S.F. QUARE FOOTAGE 2,894 S.F. BE RE -ROOF 783 S.F. /TO BE RE -RQQE, EXISTING DRAINAGE PIPE TO BE REMOVED\ 1 1 1 1 1 1 1 1 1 1 a imP 2 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS PLANS CODE IN EFFECT IN COMPLIANCE WITH FLORIDA BUILDING CODE PLUMBING 2010 CHAPTER 11, TABLE 1106.2 (2), TABLE 1106.3 & .TABLE 1106.7 REVISIONS NO, DATE b 1- a E Way M088 a cnw �1o'u.15 QZ�— „,LT2".a3 m�}tiz =,-cc CO DZNC.1 °g VWN 2ccEE ZZ J 0E z E 0 J�V ZZ W U0 c ) SITE PLAN ( PENDER RESIDENCE (DA ` 11 -TE 29-12 AS SHOWN rDESIGNED 1 M.C. flit' 0 W U 2 U DRAWING NO. SP =1 SHEET 1 OF 1 AREA: 383 S.F. AREA: 400 S.F. 3 N TROOF DRAINAGE PLAN SCALE: a" = :12 NEW 8"X4" SCUPPER\ 1:12> NEW 8 "X4" SCUPPER 17' -5" 14' -2" 31' -7" LEGEND: EXISTING TO REMAIN GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT 'ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE LAST EDITION, ACI 318 -08, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 350, AISI MANUAL 2002, NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS SG02 -01, AND AISC SPECIFICATIONS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ••_'/l1_Irj_°StA_414 REVISIONS NO. DATE C ROOF PLAN & ELEVATION c NEW 4 "X4" SCUPPER NEW 4 "X6" GUTTER 1% •P NEW 4 "X4" SCUPPER NEW 3"X5" OVERFLOW SGUPPER N 3' OVERFL SCUPPER EAST ELEVATION SCALE: a" = 1' -0" NEW3 "X4" VERTICAL CONDUCTOR NEW3"X4" VERTICAL CONDUCTOR w U w co w w z w DATE 11 -29- 2 SCALE AS SHOWN Walla 8 0 2 V DRAWING NO. S -� (SHEET '1 OF 1