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1208 NE 98 St (6)Issue Date: 9/12/2006 Owner's Name: THEODORE DONAHUE Permit Type: Roof Work Classification: Roof - New Job Address: 1208 98 Street NE Additional Information Miami Shores Village, FL 33138- Comments: RE -ROOF FLAT ROOF AND TILE REPAIR Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $250.00 $6.00 $6.25 $266.25 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/11/2007 Contractor(s) DALEY ROOFING INC Phone (305)754 -9892 Primary Contractor Yes Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Invoice Number RF - 9 - 06 - 26136 Total: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 2281 Total Square Feet: 360 Total Valuation: $ 4,500.00 Re • uired Ins • ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Amt Due $266.25 c0-1" 2 8 PH Phone: 1132050090360 Lot: PB: Amt Paid 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. r Passed 06 co 5 1 2 Inspector Comments �V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -26107 0 6 ZS Permit Number: RF -9 -06 -2281 Inspection Date: 10/05/2006 Inspector: Grande, Claudio Owner: DONAHUE, THEODORE Job Address: 1208 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments Wednesday, October 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050090360 Lot: Phone: (305)754 -9892 Page 1 of 2 Is Inspection Date: 10/02/2006 Inspector: Grande, Claudio Owner: DONAHUE, THEODORE Job Address: 1208 98 Street NE Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments Friday, September 29, 2006 Miami Shores Village, FL 33138- Inspectlon Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 0 3 2006 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050090360 Lot: Phone: (305)754 -9892 Page 2 of 2 Infraction Passed Comments TIN CAP SPACEING True C d Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Is Inspection Date: 10/02/2006 Inspector: Grande, Claudio Owner: DONAHUE, THEODORE Job Address: 1208 98 Street NE Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments Friday, September 29, 2006 Miami Shores Village, FL 33138- Inspectlon Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 0 3 2006 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050090360 Lot: Phone: (305)754 -9892 Page 2 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -9 -06 -2281 Invoice Number: RF -9 -06 -26136 Applicant: THEODORE DONAHUE Company Name: Owner Address: 1208 NE 98 ST MIAMI SHORES, FL 33138- Job Address: 1208 98 Street NE Miami Shores Village, FL 33138- Date Friday, September 29, 2006 09/29/2006 Check Payment Type Check Number 6466 Amount $266.25 Change $0.00 Total Payment: $266.25 Page 1 of 1 3057549852 09/29/2006 08:56 3057549852 DALEYROOFING )' ONJ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713. Florida Statutes, the following information is provideci in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of Improvement: .eaCaF P,4-i ti 3. Owner(s) name and address: O /�D.t• �. S 1 8 ,>J q8 5i-, /t4 , Farr , , Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: -- 73 k /J1-3 f 0 ST t:) /Jerry' r(.-• 3 3 /CaX 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within 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: 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: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a d ifferen date Is specifle gnature of Owner Print Owner's Name Sworn to and subscribed before me this ! to Notary Public Print Notary's Name My commission expires 1;1 PAGE 4 9/02 • .■ • •■ IT. * CATHERINE A. DUFFIN CON MISSION* D0403798 SIRES: MAR. 07, 2009 Sodded nuns w4angRARRJ.inS.ca,.tar ___ ..__..____,._.__._ -.. -• -- -- - --. °.. nog tu,c, 9 k s ti.lit9r77! ...c. s T �� 33/3g ( te r rJ . t i ‘ ) 01 II11111111 VIII VIII IIIll VIII IIIt1IIII flit G F - I4 2l'91+31da.hCI 9E VS4-I_ OR Bit 24907 Ps 33281 (1P5 ) RECORDED 09/14/2006 09:29:58 HARVEY RUVIN. CLERK OF COURT MIAMI-DADE COUNTY. FLORIDA LAST PAGE Prepared by --1 51 Q i 2044 ac./ 4919fi• Address: 73/ NGt/ /C'7 51 it.bam-/, m' . 33 /log • Owner's Address C ity / J, m'n 1 Sko 2 S Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 091/2,6. kOn BUILDING @ M ESE 1p Permit No. C-FCG ' 22 &1 PERMIT APPLICATION Et SEF ['' ster Permit No. FBC 2004 BY: gy Permit Type (circle): Building Electrical ,✓ Plumbing Mechanical Owner's Name (Fee Simple Titleholder) , � e C , /20 c. Phone # 36S 79,2 4 State 'rt. Job Address (where the work is being done) /?Og i(1 - 9&' ST Contractor's Company Name bAttey // /fti JN'L Contractor's Address 'its ) A) 10 ° S y Submittal Fee $ Permit Fee $ J • Notary $ Training/Education Fee $ , 1 • Zip 33 /3S Phone # City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO t� Architect/Engineer's Name (if applicable) Phone # Bond $ Code Enforcement $ Double Fee $ Zip 33/3 Phone # 9 72 City /„ //97P) / State ki Zip 33/42 Qualifier Name .vt ULL Phone # c of °75`f h ' /?- State Certificate or Registration No. ei59/90 Certificate of Competency No. Value of Work For this Permit $ 4500 Square / Linear Footage Of Work: 360.SF Type of Work: ['Addition ['Alteration ['New (eQpair/Replace ['Demolition Describe Work: a -ICOc* f— c,p, - r f egl - Y1C -f.®1) J 0 COI moc )S:K . P ) 4- '2 c ? (� ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ ( /�) CO /CC Technology Fee $ 6.2S Scanning $ ,& / Radon $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ 2G6 . 25 See Reverse side -1.0 cJK (' Bonding Company's Name (if applicable) l3onding Company's Address City _ _ State � Zip Mortgage Lender's Name (if applicable) 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _ _ Owner or Agent Contractor .') The fore ing instrument was acknowledged before me this 4, foregoing instrument was acknowledged before me this day of % , 20 0 by fi e' d c'e /�- [J Oht4h day of , 2 �/ , by. r r , �f% who is personally known to me or who has produced -- Pl^rl/' who is personally known to me or who has produced /`fe—_• As � eent fic t i a q l who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: APPLICATION APPROVED BY: (Revised 02 /08/06) Signature Sign: Print: Print: CA « "i'_ My Commission Expires: y',4 ' D1)e0273:3 *x*** * **, *** * * * ** * * * * ** *, vet: + * # *** **ttt *Imtt x ** * * * * * * * * * * * * * * * * * * * * * ** * * * ** * ** * * * * * * * * * * * * * * * * * * * *** * ** My Commission Expires: Oso Plans Examiner Engineer Zoning SECTION 15124 • • • ' '' HIGH VELOCITY HURRICANE ZONES REQIAR.CC IsiOTIPIC'4'CaN ROOFING CONSIDtFzATrdNS • • • • ' • • • • • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the colater of this sgetlort'TheVrovisions of Chapter 15 of the Florida Building Code, Building govem the minimum requi efts :aNst$r1dardt.of the industry for roofing system installations. Additionally, the following items should be.aadres se: park of the agreement between the owp� and the contractor. The owner's initial in the adjacent indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) for the purpose of providing that the roofing system meets the wind resistance and water intrusion erformance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should b�� dressed as part of the agreement between the owner and the contractor. �l1 _2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed a ordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building • (The roof deck is usually concealed prior to removing the existing roof system). ` , 'I 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner sho . d 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 ewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the opt'•n of maintaining this appearance. .111111w � 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cau e 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 ng 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 wit he Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the ructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be bene cial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature 1 q0 N -q'f . Property Address Rev:1120/2005,Computer Services, Building Department Date Contractor's Signature pro -228 Permit Number . ..• • • • ... • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • .•. • • • ••. • • • • • islagsrv a 0 6 NM 101 BAQ.CQ.-17-.E21 1 • ..•... High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. 1 V4, -22e agrAtiaresa . . • . • I D uw o Jiic 1 1 Z-' g: :.ii s • : . . • • • • • •• Contractors Name: Roof Category Low Slope r Mechanically Fastened Tile I Asphaltic Shingles r Metal Panel/Shingles ✓ PresaQbve BUR -RAS 150 r Other:I Roof Type New Roof (Re-Flooring r Recovering r y, Repair r Maintenance Slacks Are there Gas Vera located on the room r Yes 1�{No �tf yes, what type? r Natural r LPGX Roof System Information `3 Steep slope roof area MI 40 Sloped area (10)11 `` `O Total (L 3 (0o Section B (Roof Plan) Stetdr Roof Plan: lyustate at levels and sermons, roof drains, scuppers, overflow scuppers and overflow drains. irdude d pensions of sedions and levels, dearly idenhiy d" pensions of elevated pressure cones and locale') of parapets. Perimeter Wider (a'X 1 Caner Size (a' ' a'). file: / /C: \My %20Documents \appendix %20e.htm • • • • • • • • • • • .. • • • •• Section A (Genera In • PA ' ' • ' • •Proediss No. ' • • Page 2 • • ... • • • ••• • •• • • . .. •• • • • • • • • • ••• • • .. ••. •. 1 E Mortar /Adhesive Set Tile (— Wood Shingles /Shakes Page 1 of 1 8/3/2006 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • • • • • • • • • • • • • • • • • • • Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, • insert not applicable (N /A) in the teat Dolt. • • • • • • • • • • • • • • • •• • • • • • ••• •• RoofSystem Manufacturer. Base Sheet(s) & No. of Piy(s): OLy 44 7 NOA No: 03i DSO 10- System Type: ten Wind Uplift Pressures, From RAS 128 or Sealed Calculations: Ply Sheet(s) & No. of Ply(s): (P1) Field: 6 psf (P2) Perimeters: 8 / 3 psf (P3) Comers: 11 psf Maximum Design Pressure, From the Specific NOA System: ' J psf Deck type: 5/8" Plywood • These decks require a fastener pull teat by an approved teat laboratory Other Deck Type: Deck Support Spacing: Slope: Yl fVf :12 Are or Vapor Berrien Anchor/Base Sheet & No. of Py(s): Anchor/Base Sheet Fastener/Bo ing Material: Insulation Base Layer Siz Thickness: Insulation Base Laye astener/Bonding Material: Insulation Top . yer Size & Thickness: Insulation op Layer Fastener/Bonding Material: ailer: Wood Nailer Fastener Type and Spacing: • • •• • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • Base Sheet Fastener/Bonding Material: � � Y•S. rda1 n (Ws, ) 6 /g - bi , t i ps Top Ply: kl Ply Sheet Fastener/Bonding Material: Moo, rW ctif l 170 rx Top Ply Fastening /Bonding Material: Surfacing: Single Ply membrane: Single Ply Sheet Width: 1/2 sheet width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening/Bonding Material: Drip/GS Edge Metal Size & Gauge or weight: 3X3 c r , (r!\ Drip /GS Material Type: (fL-- Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 2. Perimeter: 3. Comers: Field: Fastener Type : N/A Alternate Fastener: g " o% @ taps & " o/c @ laps & " o/c @ laps & n rows @ ? " 7 rows @ ° 7 rows @ " NUMBER OF FASTENERS PER INSULATION BOARD Perimeter: Comer: Page 1 of 2 http: / /www.miamidade.gov/ building /roofing_permiting/section c_4 %202.htm 8/21/2006 • • 0041 • • • • • • 0 • • • • 00 • • • • • • • • 000 • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUICATION •••• • •• • . • • •••• •••• • • •• • • • • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat Cant Strip, Base Flashing,Counterflashing, Coping, Etc. ." L • • • • • • • Indicate: Mean Roof Height, Parapet Height, Height of Bae Plathirfg, Component Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. 3x3 uur Page 3a Parapet Wall Height Ft. MeanRoafHeight / Ft. Page 1 of 1 http:// www. miamidade. gov/ building /roofing permiting/section c 4 2.htm1 8/21/2006 MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • •• • • • • • . . • • • • • • • • • • • • • • • 0 • ••• • • • • • • • • • • • • • •• • • • • . MIAMI-DADE COUNTY, FLORIDA . • ,, MVIROAADL ER BUILDING • ▪ • • • • • 340 MAE& PLi6L_ STREET, SUITE 1603 • • • • • • • _ : : : : •Vi, FLORIDA 33130 -1563 • • (385) 375 -2901 FAX (305) 375 -2908 . • . - - - - -- .• • • • • • • • • • • • • • • • • • • • SCOPE: This NOA is bang issued under the applicable rues and regulations governing the use of construction materials. The documonatkon submitted has been reviewed by the BCCO and aged 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 Nrumi Dade County) and/or the AHJ (m 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 fads to perform in the accepted un mrr, the manufacturer will incur the expense of such testing and the AEU 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 Mami Dade County Product Carol 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® 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 renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOM N.c 113491L112 Bzpiralion Dui lUM, I Approval Datc10/23113 Page 1 432 Membrane Type: Deck Type 1: Deck Description: System Type E (1): APP /SBS Heat Weld Wood, Non - insulated "1 or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. • • Base sheet: Fastening Options: Ply Sheet: • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••.• ••• • • • • • • • • •. • .••. • . • ••• • • • • ••• • • • • • •. • • • 410 •••• ••.• • • • . • • • .• ... .. • • • • • • • ••• • • GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyT'" 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank trails 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 Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure =45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" 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 Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) 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) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 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) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat-Welem Smooth or RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA Aloe O34 1afiaa Dab= L1AfA8 Appromi Date 16123103 rage 28 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 4.00 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Above • • ••. • • • .• .. . • • • • .• • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • .•. • • • • . One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch Fit torn$ applied according to manufacturer's application i.4st4ictio : : :• • : :• •. .• • • •. • . • •. Or • • • • • . . • . . . . • One or more plies of RUBERCIDV SBS Heat- Weldrm PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat- WeldTm 170 FR, RUBEROID® SBS Heat Weldr,RtTI EYQl1 SIi,S Meat We1dTM Smooth, RUBEROID® UltraCladTM SBS BS Hegt- WeIdTM 25 applied according to manufacturer's application instrucdohs.• • • • • 140A No 034151111.02 Rai Mint Daac 11A1608 Approval Date-1203 D Pa 2 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply to 6 n n s t a ts anchor sheet. • • •• • •. • •••• 2. Minimum 1/4" Dens Deck or Vi Type X gypsum bdardrii acceptable fo 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 PEudact Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EV'T range and at a rate of 20-4016s/sq., or mechanically attached using the fastening pattenn of the top layer 3. All standard panel sines are acceptable far mocbanical attachment. When applied in approved asphalt, panel size shall be 4' a 4' 4. An overlay and/or recavay board insulation panel is required on all apples 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" ac.; or strip mopped 8" ribbons in time rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Enchclmg of the strips is not acceptable,. A 6° break shall be placed every 12' in each n"bbon to allow cross ventilation. Asphalt application, of either system shall be at a mioinmm rate of 12 lbsisq. Nate: Spot attached systems shall be limited to a maid eras design pressure of -45psf. 5. Fastener spacing for insulation attachment is based an a Mnnimom Chmacteristic Face (F) value of 275 IbL, as tested in compliance with Testing Application Standard TAS 105. If the fastener valve, as field-tested, are below 275 lbL insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical ate of anchoribase sheet or mem):wane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistmoe be less than that required, as determined by the Barging Official, a revised fastener spacing, prepay, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be subtoi ic& Said revised fastener spacing shall uterine the withdrawal resistance value takes from Testing Application Slandands TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure rem of these am Fastener densities shall be increased for both insulation and base sheet as calculated in camnpliance with Roofing Application Standard RAS 117. (When lids station is specificaly refired within this NOA, General Limon IR will not be applicable.) 8. Ali attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with 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 (Le field, perimeters, and corneas). Neither rational analysis, nor extrapolation shall be pemnim:d far enhanced fastening at enhanced pressure zones (ie. perimeters, ended comers and comes). (Wks this limitation its spedfeaaj referred within this NOA, General Lrmitstion f7 will not he 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • . • • ••• • • • • • • • • • • • ••• • • • • ••• •• • • • • • •• • ch4 fastened base or •••• be installed directly over the ••• •• • • • • • • • NOA No: O3-050L02 Edna Daft 11/416098 Approval Dete:1A Page 32 0132 Q-"-031 02 SED 14 :52 FAX 9736233451 6 Undenwiters June 20, 2002 Mr Michael J. Gada GAF Materials Corporation 1 361 Alps Road Wayne, NJ 07470 -3689 Douglas C Miller Engineering Group leader Fire Protection Division • • • • taco. . •• • • i f any questions arise on the above, please contact the writer. Vet y truly yours, Our Reference: R1306 Drat Mt. Gads: This is in response to our conversation on June 20, 2002. • .. . .. ... • • • • • • • . • • .. • . . i. • • .. •.• .ice - s 611162-2096 Iteti olndoallamokyCalc(1) . laacIC. (1117)9119 dies topdhnsectiLoceo • As discussed, the following nut o: s , :eui aieeV Cia -s A cc :teria per ANSUL'L790 based on existing fire test data - Deck. C -15/32 Incline 1/2 Insulation (Optional): One or more layers perbte, glass fiber, isocyarnuate, perfitermoccsmuate composite parte/urethane composite. wood fiberfisocyanurate cow any combination. any thickness.. Ilase Sheer One or more layers Type G2, Ruberoid 20 or Ruberoid SBS Heat Wdd Smooth_ Ply Sheet_ (Optional). One or more layers Type G1 or (2 Membrane "Ruberoid SBS Heat Weld 170 FR ", "Ruberoid SBS Heat Weld FR' or °Rube: oid SAS Heat Weld Phis" A iot•tor prrttt oroannior dedicated to outdic safety u' omitted to quality 1P.rvicv /0 Passed Inspector Comments . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -29446 Inspection Date: 10/11/2006 Inspector: Grande, Claudio Owner: NALABOFF, PHIL Job Address: 1298 104 Street NE Project: <NONE> Contractor: Building Deaartment Comments Tuesday, October 10, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OM 1 2 OE Block: Permit Number: RC -10-06 -2536 Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number Parcel Number 1122320300100 Lot: Page 2 of 2 Rev. 10/02/03) RE- OCCUPANC APPLICATION Date air k), t (0BY: Contact Name L064/Yr , XLL / ( - (4) °4. Phone # 3a S 6 5 Y S 3 S Buyer Seller Realtor Company Name Kethl2 nil lf m� Property Address /2, 9 o Vb — lo L{ &t City Miami Shores State Fl Zip 3313.6 I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. Applicant N me /t.J� Signature The foregoing instrument was acknowledged before me this I 0 day of Cd— , 20 , by e(D r fr X hk1kQ , who is personally known to me or who has produced Miami Shores Village Building Department OCT ' � o coos !'J Sign: Print: My Com 's on Expires: TARY PUBLIC: Building Officials Approval: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. —23 (( Loc ID as identification and who did take an oath. Mabel C on lrr� : 23I9J i Expires :Jul 13,20'07 dC Bonded Thru 1" fIlilnticRimdine('o In Re -Occ. $60.00 Notary $5.00 CCF $0.60 Total o ctzpvia)C- 2,19c( PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date /0 7 Job Address / o3 biE ,q aft 4 Tax Folio Legal Description � I.") q$ t � 1 (`/ 0 Lessee / Tenant Lc-c.P _) Master Permit #3A9 Owner's Address I a O a N 9 6 ST. Phone Contracting Co. wl d 1—,l.3-- Sy 6 -7 -�,. q . Address 1 1 l � ? U' Ok.eecL 0 , °G ded. Qualifier -1-4-! CI FO�J, '``\ 1 SS# Phone 3ca a 3c) 1 v State # F(' ) c 1 Municipal 4 � t 1'4 ' ompetency # C c4:41153 g 2 /1 Ins .Co . Li "reaCT Xs- Co Architect /Engineer 04 Address N 4 Bonding Company &14 Address i11 Mortgagor 'Url Address Signature of owner and /or Date: Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 'OOFIN' PAVING PENCE SIGN WORK DESCRIPTION Qc ol cA t�w fe. a.s ( '`��` ' t9 '11 f )rtl 1 l FI4t( , Square Ft. d� D T � e 3 s �q- Estimated Cost(value e ( g WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to Owner aid /or Condo President My Commission Expires: ** * * * * * * * * Zoning Buildin Signature of Contrac to xt ? yOwner-Builder Date: Notary x to Contractor or Owner- Builder My Co ssion Expires: ** FEES: PERMIT ® RADON C.C.F. 1 6 NOTARY TOTAL DUE " APPROVED: Fire , Other Electrical Mechanical Plumbing Engineering Legal Description Owner's Address /o2e9$ Al& 98 5 rip _T Qualifier ic=49/4)4.EAL- State # r Municipal 0 Architect /Engineer Bonding Company Mortgagor. Permit Type(circle mire of owner and /or Condo President Date: Notary as to My Comission ** * * APPROVED: I / Lessee / Tenant er and /or Gond President Ex p ires:A/ 9f / OLIVER J. BROWNING � f'f' Notary Public, State of Florida My Comm. expires June 2, 1998 * • * "', 7 Z 1 _ 0 ERMIT APPLICATION FOR MIAMI SHORES VILLAGE LUalAVJ Date/D -ate 9w Job Address /PO f(/YE 9fl Foli Master Permit # Phone 73f 7901 8' Contracting Co. v A)s-y S}/STCN7 -TA/C Address //// ? k)• ae_e& 6.81 SS# /crPhone 3(voZ — 3O /a / CC O3( ( j Ins .Co. VI //VS c� Address Address Address one): BUILDING ELECTRICAL PLUMBING MECHANICAL / ROOFING) PAVING FENCE SIGN WORK DESCRIPTION A- 4,0E/A6 7'445 • # 4 r ,d - Square Pt. 721-1- 7A ° - 0 �4 7 3 / f Estimated Coat ( value )TLO \\ ,( ,*.eir /OS WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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 COMMENC NT). Application i hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 zoni Furthermore, i author' e the above -named contractor to do the work stated. PEES: PERMIT RADON C.C.P. Fire Zoning Building Mechanical Plumbing Signature of Contracto or Owner - Builder Date: oz-Pate %i • Notary as to Contractor //fi�r Owner- Builder _ My Commission Expires: OUVER J BROWNING 4/2/1W Notary PubSi , Stag: of Florida My Comm. expires June 2, 1998 * * * * * * N4 CC378043 is NOTARY TOTAL DUE Other Electrical Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /c O s1 .4/ E 9 8' *5/ 5 7 g &rr 111 » n9 S}�ai2�S �G.¢- . 2. Description of improvement: 3. Owner(s) name and address: AC/ . A1' 5 — 7",ei 0 2>O4b PDX/4 04 98' S7 Interest in property: O WA/W Name and address of fee simple titleholder: 4. Contractor's name and address: l L ! STriyS._Z d w 0- fr c.S I3 AF •S /.tz� �.�.cL Fes. D �S , 3 30/b' 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 1//A'• 948495429 1994 OCT 24 11:53 6. Lender's name and address: 7. Persons within 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: /V /,4_. 8. In addition to himself, Owner 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: 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) s Print Owners Name 779 k722> OA ,5O.Cli9 xiUe Sworn to and subscribed before me this 2-1 day of 007.01019 91-7 Notary Public d/) Print Notary's Name Ohn/P -R_ S 3EOZO(//7tl� My Comm. expires June My Commission Expires: ; 'ZI& 2.1 /??. STATE OF FLORIDA, COUNTY OF DADE KEREBV CERTIFY fiia: this is a fruo op of tho ®rLa q d in is office on r day of ff J) L,A • , A. D. 19 W MESS my hond and Officio Seat. HARD Y IUVI ay and , unty,Courfa OLIVER J. BROWN No. CC378013 Prepared by: Z-}/1. 16 &1 Address: 6W P � S � ING L - � - ida 2, 1998 123.01.52 2/93 1305935b3dd 03/31/1994 12:33 13059356388 3100 S.E. County Road 484 P.O. Box 190 Belleview, Florida 32620 nder l i m 9 ROOF TILE IND., INC. Robert F. DelPino SOUTHEAST FLORIDA TERRITORY Office: (305)935 -9117 Fax: (305)935 -6388 Pager: (305)8894399 Cellular: (305)775 -2103 DADE COUNTY PRODUCT CONTROL APPROVAL MORTAR -SET SYSTEM Acceptance No.: 94 -0324.01 For: Palema (Double -roll) profile BENDER TILES MIAMI PAGE 01 (904) 245-7074 Fax (904) 245 -1873 1- 800 - 888 -7074 .03/31/1994 12:33 13059356388 METROOADE PR Bender Industries, Inc. 3100 Southeast County Road 484 Post Office Box 190 Belleview, FL 32620 Your application for Product Approval ofthe Palema (Double Roll) tile profile under Chapter 8 of the Metropolitan Dade County Code governing use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the Standard Conditions attached provided the tile systems are approved in strict compliance with Protocols PA 118, 119, 120. This approval supersedes all sections of previous tile approvals which reference Chapter 34, Appendix X, Systems 1 -3. Appendix X has been redesignated PA 118, 119 and 120of the South Florida Building Code. This approval shall remain valid until implementation of the 1994 revision of the South Florida Building Code. The Building Code Compliance Department reserves the right to secure a product or material at any time from a job site or manufacturing plant for quality control testing. 1f product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product should any amendments to the South Florida Building Code be enacted affecting this product. The expense of such testing shall be incurred by the manufacturer. Product No.: Acceptance No.: 94- 0324.01 Approved r ;q 2 5 19 g 4 BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1803 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 3310.1563 (305) 376-2901 OL N CCEPTANCE FAX ( 05) 375 -2908 - PLEASE NOTE- CONDITIONS, BUILDING CODE COMMITTEE BENDER TILES MIAMI PAGE 02 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING Gil Diamond, P.E. • Product Control Division Supervisor u. 11• T.••: • • ;•v: •. • .• eI This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E., Dire&ior Building Code Compliance Department Metropolitan Dade County ;03/31/1994 12:33 13059356388 Construction Research Laboratory, Inc. Universal Engineering #2748 Sciences 1.)U.D7J00J00 Test Agency Test Identifier Test Reports BENDER TILES MIAMI PAGE 03 Product Control No • 94'0324.01 Test Name/Report Date #5750 Wind Driven Rain 02/26/93 Infiltration Resistance #5749 Wind Driven Rain 0225/93 Infiltration Resistance #5244 Wind Driven Rain 12/05/89 Infiltration Resistance #5244 Uplift Approvals; (Static 12/07/89 Pressure Uplift Resistance Test) #5613 Infiltration Resistance 04/01/92 Material Properties Test 04/15/92 (Water Absorption and Breaking Strength) #2749 Material Properties Test 02/15/92 (Water Absorption and Breaking Strength) #7857 Material Properties Test 10/09/91 (Water Absorption and Breaking Strength) Note: Test #5613 is applicable to all National Tile Roofing Manufacturer's Association members. Please see Borst Concrete Products letter dated March 18, 1994. Gil Diamond. P.E. .03/31/1994 12:33 13059356388 Product Detail BENDER TILES MIAMI PAGE 04 Product Control No.: 94- 0324.01 • Job Address: /020 /(Xe-E 1. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION MORTAR OR ADHESIVE SET TILE SYSTEMS General 2. Documentation Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: • ❑ New Construction EY -Roof Note: Mortar or adhesive set tile applications. systems are not acceptable as recover Mortar or Adhesive Set Tile Systems Page -1 D„ i ekal ,`N5165' Process No. Is the deck solid seed? (circle 'yes' or 'no') yes no Deck Type (check one of the following): • ❑ Nominal '' /a" Plywood (for re -roof only) C - Nominal s / 8 " Plywood O Wood Plank " ❑ Other ( f i l l in) 11'4" 7OM& 4 64'W (/E Roof Pitch (fill in): ": 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7%a ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 " :12" shall have the first thr courses of tile nailed with not Icss than one nail per tile. As an lternate, the first three-courses of tile may be applied in morta' over a single layer of minimum 12 ga. wire mesh with squa a openings of not less than 3 4" which is mechanically attached to the sheathing with not less than one nail per 2 ft'. Circle'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Aroyal for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this tile system assembl no Job Address: /01D? 2 .&. 9 '! i Contractor: Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rim shank, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile Material: ❑ Clay 117•Concrete ❑ Other: Product Control Approval Number: 94 — 0 3 c9- 44 'of Mortar or Adhesive: no �� M4 (7)00b16:--411)40 Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 .rte... _ 0 Manufacturer: Mixing Ratio: ❑ Adhesive: Type: Manufacturer: rocess No. 0' 7i ee 7/T Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: ❑ Other: Type: Length: D N/A Underlayment: Length: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: !ADS Ng Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: IV ASTM #30 asphalt saturated felt with: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: ❑ Mineral Surfaced Roll Roofing with: Manufacturer: ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicablel: ❑ Other: Type: Length: Manufacturer: n ❑ 19" overlap O 6" overlap '4" overlap ❑ 19" overlap ❑ 6" overlap O 4" overlap O 19" overlap O 6" overlap ❑ 4" overlap Check one of the following which apply to the proposed underlayment attachment: ❑ Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1'/," tin cap: t � Length: 1 V Manufacturer: SIACLLV e0 /,)b - $T Contractor: fad& M4 !Sc/S/ S -7-,/}C Process No. Mortar or Adhesive Set Tile Systems Page -3 Spacing (per tile system assembly Product Control Approval): Field: l Z " o.c. Laps: 4' " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Ito; o C® 1) 3 ' L 3 // Gauge or Thickness: Finish: 614a 2 4- S ze Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: EVIlashing Cement: Type: AND X88 Manufacturer: etl(t_ Job Address: /OOYNEq 8 Contractor: 'L24 fi? ti/ T ,y5.yeprocess No. Adhesives (continued: Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the followingl: The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. O Ridge: Type Size Co.trni/vovSs [V Soffit: Type see &E J.?'Ib Size �O -1S Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: Contractor: Lt Ridge Venting: N // 7 ' ((l•,Ilabr) Ike Type: Thlebtees: Underlayment: AtO/V ra 1 -'6 05 Z Underlayment Fastener: ,1I! 1 1 e .x 1'I441,0 5 " 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 5,5r Process No. FILL IN APPLICABLE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Roofing Componcnt not uscd in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: " (minimum 1' unless otherwise specified in the tile system assembly Product Control Mpro•a0 Mortar /Adhesive: 7/ '/7E C a 104_ 'tk Tile: eqi.. Tile Fastener: ( eiviskide scVS re ,y . Edge Meta! ^r OW" 40%Rig( /ltd S Bird Stop:. R( A8'- (((applicable) Edge Metal 1 �2 c or Gutter: Existing or Proposed JJJ Soffit Venting: �( ,0 'Rjce(J/'!4!fr Job Address: /r�lD AJ.E 98 Contractor: p'40.i /bi i No. Rid Height: Eave �;Ieight: Roof `j , feet /Z feet an Height feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7-88 Fact Sheet Attache Exposure Category: Classification Category: At Ilurricancc Occanlinc ?: Y Basic Wind Speed at Building Location• 110 mph Building Condition based on % of openings: (See Table 9 ofASCE 7-88) Ground Level hie' BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page -6 Job Address: /W eve 98 57_ Contractor: F, _ 11 .0 11 FIA-T • Sketch Roof Plan, indicating all dimensions, slopes and any rooftop equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) 1/44 o BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 ocess No. Job Address: / ?17 /(„/E `9e 1 V$7' --- Contractor: The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared '7'& p4)/J who, being first duly sworn, deposes and says that all information submitted herein is true and correct. 9 Sworn to and subscribed before me this 2 / th day of 0 Gip My commission expires: 3ONt Z /91 OLIVER J. BROWNING Notary Public, State of Florida My Comm. expires June 2, 1998 No. CC378013 sed Contractor is wner Signature No ary Public State of Florida Mortar or Adhesive Set Tile Systems Page - 8 ./ 01l )L /Wee4Y Process No. ,STe GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 ACCEPTANCE No: 93- 1130.04 EXPIRES: DEC 1 3 1996 4 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. APPROVED: .DEC 1 3 1993 ' / %i/ ��✓ PCB * *PLEASE NOTE ** ( 'V 7 PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Ruberoid Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building Materials Corporation, Factory Mutual Research Corporation, Underwriters Laboratories, South Florida Test Sevice, and Construction Research Laboratories has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted affecting th . o .o ent o roof system. 1 Diamond, P.E. roduct'Control Division Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger U Building Code Compliance Department Metropolitan Dade County • Manufacturer: Product Control No.: 93- 1130.04 • ' System: Subsystem: Type: Roofing System Type: APP, SBS Contact: Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Plus — Ruberoid® Torch FR METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 Membrane Roofing System BUR Modified Bitumen William J. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93- 1130.04 ' Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Roll weight: 93 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid Torch FR is surfaced with mineral granules and applied by torch. Roll weight: 90 1bs ; Roll Size: 75 ft. Acceptance Number: 93 1130.04 .. i Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Smooth • Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Ruberoid® 20 (FR) 3 Approved: DEC 1 3 1993 Expires: . CEC 1 3 1996 Dimensions: 39.4" x 22.8'. Ruberoid® Torch Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Roll weight: 87 lbs.; Roll size: 100 ft. Dimensions: 39.4" x 30.5'. Ruberoid® Mop Plus is a 'Heavy Duty' • modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied in hot asphalt. Roll weight: 98 lbs.; 1 o11 Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Roll weight: 110 lbs.; Roll Size: 75 ft.'; Dimensions: 39.4" x 22.8'. Ruberoid® Mop Smooth is a modified bitumen membrane with .a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt. Roll weight: 88 lbs.; Roll size: 100 ft. Dimensions: 39.4" x 30.5'. Ruberoid® 20 (FR) is the bottom ply of a two ply system als9 consisting of Ruberoid® 30 (FR) the top ply. Trade Names'of Products Manufactured by Applicant: Gafglas® Ply 6® . Gafglas® Ply 4 Gafglas® Stratavcnt® Gafglas® Stratavent® Perforated is an Perforated asphalt coated base sheet with a glass fiber mat. The bottom side of Gaflas® Stratavent® Perforated is surfaced with Gafglas® #75 ,granules. Gafglas® Stratavent® Perforated has 5/8" diameter perforations cut 3" o.c. and is for use over nailable decks. Roll weight: 60 lbs.; Dimensions: 3' x 36'. Ruberoid® Torch Granule Acceptance Number: 93- 1130.04 Approved: [.(C 1 3 1993 Expires:. DEC 1 3 1996 Ruberoid® 20 FR is a fire retardant polymer SBS modified bitumen. Roll weight: 95 lbs.; Dimensions: 39.4 x 45.5'; Roll size: 150 ft.'. Gafglas® Ply 6® is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 441bs.; Roll size: 500 ft. Dimensions: 3' x 166 ". Gafglas® Ply 4 is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 40 lbs.; Roll size: 500 ft. Dimensions: 3' x 166'. Gafglas® #75 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. Ruberoid® Torch Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Granule is surfaced with mineral granules and applied by torch. Roll weight: 102 lbs.; Roll size: 100 ft. Dimensions: 39.4" x 30.5'. tit Trade Namds of Products Manufactured by Applicant: Ruberoid® Mop Granule . Ruberoid® 30 (FR) Gafglas® Stratavent® .0 GAF Weather Coat® GAF Weather Coat® Emulsion is a Emulsion surface coating for smooth - suraced roofs. Coverage: 2 :5 gallons/square.; Packing: 5 gallon pails. GAF Fibered Aluminum Coating GAF Jetblakm Flashtite® • Cement Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: 1 - 1 3 1996 Ruberoid® Mop Granule is a modified bitumen membrane with a polymer • asphalt coated polyester mat. Ruberoid® Mop Granule is surfaced with mineral granules and applied in hot asphalt. Roll weight: 103 lbs.; Roll size: 100 ft.'; Dimensions: 39.4" x 30.5'. Ruberoid® 30 (FR) is the top ply of a two ply system also consisting of Ruberoid® 20 (FR) as the bottom ply. Ruberoid® 30 (FR) is a fire retardant polymer SBS modified bitumen and surfaced with granules. Roll weight: 92 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 1t. Gafglas® Stratavent® is an asphalt coated base sheet with a glass fiber mat. a The bottom side of Gaflas® Stratavent® is surfaced with granules. Roll weight: 69 lbs.; Dimensions: 3' x 36'. GAF Fibered Aluminum Coating is used to protect smooth - surfaced composition roofs,metal, and masonry. Coverage: 2 gallons/square; Packing: 1 and 5 gallon pails. GAF JetblakT'" Flashtite® Cement is uscd for flashing and cave construction. i1 Diamond, P.E. Trade Names, of Products Manufactured by Others: Company /Applicant GAF Building Materials Corporation (MB) - Product Name Insulfixx Fastening Systems Steel & Concrete Insulation Fastening Assembly Dekfast Fastening Assemblies PRODUCT APPROVAL SECTION Roofgrip, Gripdek Olympic, .Contite Rawl Spike® New Striker, Tapcon Pneutek CDIF ASTM.D -41 Primer ASTM D -312 roofing asphalt Rawl Deck Screw Rawl Loop Toggle Rawl Rawlite® Acceptance Number: 93- 1130.04 Approved: _ DEC 3 1993 DEC 1 3 1996 Expires: Product Description Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Concrete Insulation Fastening Assembly Insulation Fastening Assembly �y Dekfast 414 & #15 Insulation Fastening Assembly Insulation Fastening Assembly Asphalt Primer Bonding Asphalt Steel & Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P.E. Manufacturer SFS/Fabco Construction Fasteners, Inc. ITW/Buildex Olympic The Rawlplug Company ITWBuildex ITWBuildex Pneutek Generic Generic The Rawlplug Company The Rawlplug Company The Rawlplug Company • Trade Names of Products Manufactured by Others: Company /Applicant Product Name Product Description Es Products FM -90, FM -60, Base Ply Fasteners FM-45, FM =30 Karnak No. 97 & No. 169 AL MB Aluminum Roof Coating Karnak No. 81 Gibson -Homan No. 6160 Grundy 20 F Emulsion Nails Tin Caps CR -Base Sheet Plate Nail -Tite® Type R Approved: ,DEC 1 3 1993 Expires: 1 3 1996 Roof Coating Roof Coating Cold Applied Adhesive Cold Applied Adhesive Roof Coating Min. diameter #12 corrosion resistant annular ring shank nails, FF -N- 105 -B, Type 2 Min. 32 ga. x 1 5/8" corrosion resistant circular discs 2.75" galvalume steel stress plate CR -Base Sheet Fastener CR -10 coated galvanized ' steel fastener. Head size: 1.125" x 1 "; Length: 1.2" CR -1.2 Base Sheet Fastener CR -10 coated galvanized steel fastener. Head size: 1.125" x 1 "; Length: 1.2" Nail -Tite® Type A Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only). (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P. Manufacturer ES Products Karnak Chemical Corporation Grundy Industries Karnak Chemical Corporation Gibson -Homan Grundy Industries Generic Generic Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. ES Products, Inc. ES Products, Inc. Trade Names of Products Manufactured by Others: Company /Applicant Approved: L--- 1 3 1993 Expires: DEC 1 3 1996 Product Name Product Description FM -30 Disc Disc for ES Products FM-45 and FM -60 Base Ply Fasteners Red Rosin Rosin paper for barrier layer Generic on wood decks (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P.E. Manufacturer ES Products, Inc. System Description: GAF Btililding Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up and modified bitumen roofing systems. The modified bitumen products include both APP (Atactic Polypropylene) and SBS (Styrene Butadien Styrene) products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to•• meet the specifications requirements for multilayer SBS modified specificatons. GAF products are distributed through a wide network of roofing wholesale distributors thoughout the South Florida area. The Technical Service Office is located in Wayne, New Jersey and can be contacted at 1- 800 -ROOF -411. • GAF provides warranted sytstems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. • • • The GAF Roof System Assemblies gave been extensively tested at Factory Mutual Research Corporation • and Undrewriters Laboratories. Five classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. 0. GAF Modified Bitumen membranes have been tested in with ASTM D -5147 test requirment. Test data is on file. The following, documents were submitted with the application: 1993 Sweets Catalog Introducing Ruberoid 20/30 FR Information. Sheets and Brochures: GAFGLAS® Built -Up Roofing Applications and Specifications, 1993 GAFGLAS® Ruberoid Modified Bitumen Roofing Application and Specifications, 1993 Commercial Roofing Systems and Products, 1993 GAFGLAS® Stratavent Base Sheets GC10043 (5/92) GAFGLAS Mineral Surfaced Cap Sheet GC10042 (5/92) GAFGLAS Flashing GC10044 (5/92) GAFGLAS #75 Base Sheet Gc10041 (5/92) GAFGLAS Ply 4 GC10040 (5/92) GAFGLAS Ply 6 GC10039 (5/92) RUBEROID® Torch Plus GC10040 (5/92) RUBEROID Torch FR GC10039 (5/92) RUBEROID Torch GC10122 (5/92) RUBEROID Mop GC10113 (5/92) RUBEROID Mop Plus GC10116 (5/92) RUBEROID Mop FR GC1011'9 (5/92) Introducing RUBEROID, 20/30 FR GC10137 (1/92 -1) RUBEROID 20/30 FR GC10134 (5/92) l0 Acceptance Number: 93- 1130.04 Approved: ;DEC 1 3 1993 Exp DEC 1 3 1996 Gil Diamond P. • +Y Cements and Coatings 2223-308R3 GAF Vent Stacks (1990) Acceptance Number: 93- 1130.04 Approved: g DEC 1 3 1993 Expires: L EC . 1 3 1996 Gil Diamond, P. 4 • Company /Applicant GAF Building Materials Corporation (MB) Construction Research Laboratories TESTING Company Performing Test Canadian General Standards Board South Florida Test Service • Factory Mutual Research Corporation 12 Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: TEC 1 3 1996 Test Namc/Rcport # 4818 37- GP -56M GAF -53 -X -915 J.I. 0Q6A6.AM J.I. 0T2Q4. AM J.I. OT4A1.AM J.I. 1R1A6.AM J.I. 1V7AO.AM J.I. 1 V8A4.AM J.I. 2M0A4.AM • Date 07/10/87 01/07/80 03/08/91 07/16/91 10/17/91 • 08/26/92.; 11/15/91 07/16/92 06/28/93 03/21/87 Company /Applicant Company Performing Test Test Name/Report Date Underwriters Laboratories, Inc. X21306, see current directory 01/01/93 TESTING /3 Acceptance Number: 93- 1130.04 Approved: DEC j 3 1993 Expires: DEC j 3 1996 R1306/87NK11819, 87NK496 12/07/87 Gil Diamond f' • System Number Deck Deck description Vapor Retarder (Optional) Insulation Basesheet Acceptance Number: 93- 1130.04 Approved: AEC 1 3 1993 Expires: DEC 1 3 1996 3 (SBS) Lightweight Concrete Lightweight concrete, poured gypsum or gypsum plank roof decks. New construction and reroofing. Note: Aggregate based lightweight insulation concrete roof decks are . only approved for application if bottom -side venting is provided such as slotted galvanized decking. Cellular concrete decks are acceptable without venting. 1.2" base ply fasteners shall be used in cellular concrete or those specific lightweight systems specifically tested with 1.2" fasteners. Top venting shall also be required at a rate of one vent every 10 squares. N/A N /A' ' Insulation may be mechanically attached to poured gypsum or gypsum planking with a Factory Mutual approved fastening assembly approved with the insulation panel at a density of 1:2 ft.' or bonded to a mechanically attached base sheet attached as noted below. See current Factory Mutual3kpproval Guide for appropriate fasteners and density. (Insulated deck specifications shall be followed.) Opti6ft #1: New Lightweight Concrete: (Cellular Lightweight Concrete - See Comments and Limitations #9) Install one ply of Gafglas #75, ; Gafglas Stratavent (non perforated), Gafgas Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically attached to the deck with approved nails and 2'/." stress plates at a fastener spacing of 7.5" o.c. at the laps or 4" o.c. at the lap without fastener plate and 7.5" o.c. along the centerline of the sheet. (See Comments and Limitations #6) Option #2: Existing Lightweight Concrete: Install one ply of Gafglas Perforated Stratavent or one ply of Gafglas #75 when the moisture content of the deck is less than 20% by weight. 2 /7 Gil Diamond, P.E • Plysheet Membrane a Surfacing (See Comments and Limitations 119) (Optional) Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, or Ruberoid Mop in GAF Steep Asphalt ASTM D -312 type III or IV at a rate of 25 pounds per square ± 20 %. Mop one of the following membranes in a solid mopping of GAF ' Steep Asphalt ASTM D -312 type III or IV asphalt at a rate of 25 pounds per square ± 20 %: Ruberoid Mop Rubcroid Mop Plus Ruberoid Mop FR Ruberoid 30 Ruberoid 30 FR The base sheet and the cap sheet shall maintain a minimum stagger of 12 inches for all laps. (See GAF application instructions) Option #1: Apply not less than 400 pounds, per square of ASTM D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM D -312 type III or typeiV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: CtC 1 3 1996 roof coating rate GAF WEATHER COAT Emulsion GAF Grundy Fibered Aluminum Coating Karnak No. 97 Karnak No. 169 Grundy Industries 20 F Emulsion Grundy AL MB Aluminum Roof Coating Gil Diamond, P.E 3 gals. /sq. 11/2 gals. /sq. 1A-3 gals. /sq. 11/2-3 gals. /sq. 3 gals. /sq. 1 -2 gals: /sq. • r:, Note slope limitations and membrane aging requirements published by GAF. Flashings Refer to GAF application instructions for flashing specifications. Fastening Install all plies of Gafglas Felts used in conjunction with all Ruberoid membranes vertically on slopes of 1 inch per foot or more and backnail them into wood nailers or nailable decks approximately 4 inches from the back edge of the sheet. All end laps must be at wood nailers, and the top edge must nailed into the wood nailer on 6" centers. Use approved roofing nails and tin caps. Comment and Limitations . . 1. Maximum slope shall be 1 ":12 ". Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 See Approved Insulation and Fastening Pattern list attached. 2. An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All perimeter nailer and metal profile design shall conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All-asphalt shall comply with ASTM D -312 requirements. 5. Bondindto dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be preceded by an application of ASTM D-41 primer for asphalt applications and allowed to fully dry. 6. This roof system assembly, when applied over a new lightweight concrete deck with the base sheet mechanically attached at 7.5" o.c. at the lap and 7.5" o.c. down the centerline of the sheet has been approved for use to a maximum field design velocity pressure of -45 psf. Design velocity pressures shall be calculated for re- roofing projects based on the field fastener withdrawal resistance testing. 7. This roof system assembly, when attached to a new cellular lighweight concrete deck with approved base ply fasteners shall be approved for use to a maximum field design velocity pressure of -55 psf. 8. This roof system assembly, when attached to an existing lightweight concrete or gypsum roof deck with approved base ply fasteners shall be aproved for use to a maximum field design velocity pressure of -40 psf. Field fastener testing and/or a more dense 1�3 Gil Diamond, P.E • • Z7 L( fastening pattern may be submitted with the pull over value of the. fastener and base sheet for consideration for use at a greater design velocity pressure. Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: 1 3 1996 9. Perimeter and corner areas shall have an increase in fastener density for both insulation base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 10. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida Building Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Current Directory. 11. Any amendments to these provisions shall be in compliance with Section 203 and 204 of the South Florida Building Code. 12. Refer to GAF specifications for appropriate flashing materials. 13. Refer to one of the following GAF specifications for this application: I- 1 -1 -MG, I -1 -1 -MSC, I -2 -1 -MGP, I- 2- 1- MGPFR, I -3 -1 -MGP, I- 3- 1- MGPFR, I -0 -2 -MGP, I -0- 2- MGPFR, I -1 -2 -MGP, .I- 1- 2 -MGPFR, 1 -0-2- 20/30, I-0-2-20/30FR, 1-1-2-20/30; I- 1- 2- 20 /30FR, I- 1- 2- 20/MG, I- 1- 2- 20/MGP, I- 1- 2- 20/MGPFR, N- 1 -1 -MG, N -1 -1 -MSC, N -2 -1 -MGP, N -2 -1- MGPFR, N -3 -1 -MGP; N -3 -1: MGPFR, N -1 -2 -MGP, N- 1- 2- MGPFR, N- 1- 2- 20/MG, N- 1- 2- 20/MGP, and N- 1- 2- 20/MGPFR 14. A withdrawal resistance test shall be carried out on all reroof and recover projects.to confirm deck integrity. 15. This roof assembly, when applied over a perforated Stratavent base sheet in an intermittent mopping of asphalt is approved for use over a non nailable or insulated substrate to a maximum design velocity pressure of -30 psf. 16. Walkways may be fabricated from one ply of Ruberoid Mop Plus or Torch Plus (Granule) fully bonded to the top membrane ply. Gil Diamond, P.E. I • 4 -- 38 GAF DUMPING MATERIAL! CORPORATION General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. On structural concrete decks, insulation may be secured with GAF Steep Roofing Asphalt ASTM D -312 Type III or IV or the GAFTITE" Fastening System. If GAF Steep Roofing Asphalt is to be used, the concrete deck must be primed with GAF Asphalt/Concrete Primer at a rate of 1 -2 gallons per 100 square feet and allowed to dry. 2. For steel decks, insulation must be mechanically attached throughout the entire roof area. See 'Suggested Insulation Fastener Patterns' page 13 or the current GAFTEMP" Catalog and factory Mutual Loss Prevention Data Sheet 1• 28 for attachment patterns. 3. Install one ply of GAFGLAS° 175 Base Sheet over the GAFTEMP Perlite, Fiberboard, High Density Fiberboard, or Composite Insulation in a solid mopping of GAF Steep Rooting Asphalt ASTM Type III. The side laps must be a minimum o12 inches. The end laps must be a minimum of 6 inches. Over GAFTEMP Isotherm R, a venting base sheet such as GAFGLAS STRATAVENT° (Vent Ply) Perforated or an overlay of GAFTEMP Perlite, Fiberboard, High Density Fiberboard. or Composite Insulation is required. GAFGLAS STRATAVENT (Vent Ply) Perforated is loosely laid over the GAFTEMP Isotherm R and positioned with 2 inch side laps and 6 inch end laps. Also, a GAFGLAS 175 Base Sheet may be spot or strip attached. achieving a 50 % -70% attachment, to the insulation with GAF Steep Roofing Asphalt ASTM D -312 Type III or IV. 4. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP (Smooth or Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20%) continuous coat of GAF Steep Rooting Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 5. For specification I -1 -1 -MSC, a coating is required. Apply GAF WEATHER COAT° Emulsion at a rate of approximately 2 -3 gallons per 100 square feet; GAF Fibered Aluminum Roof Coating at a rate of approximately 1 172-2 gallons per 100 square feet; or other GAF approved coating: see "UL Systems' Ratings Chart," page 6. Apply thf* coating between 1 and 4 weeks alter installing the' RUBEROID membrane. 6. The protective coating must be maintained during the file of the root. Reapplication of surfacing must be employed as part of a periodic maintenance program. The frequency may vary depending on climatic conditions. Note: The GAF Steep Roofing Asphalt should be mopped at a minimum temperature of 400' F (with a target temperature of 425' F) or 20' F above the EVT, whichever is higher. Walking or pressing the seam and providing for a '/I inch to' 1, inch asphalt flow out should be done to assure sound laps. RUBEROID UL Classifications UL Class Surfacing Substrate Slope Insulation Specification A K97 C K97.: C 'A" E I -1 -1 -MSC C 2" A I -1 -1 -MSC ' For more extensive UL classifications, see page 6. UL Chart Key 1. Surfacing K97 = Karnak 197 Fibrated Aluminum Asphalt Roof Coating 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 'V)? inch thickness), oriented strand board (min. 'A inch thickness). Noncombustible = Steel, poured or precast structural concrete. lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. 4. Insulation E = GAFTEMP Isotherm R or Pertite, minimum 1'/:' thickness. • A = GAFTEMP Isotherm R, Perlite, Regular and High Density Wood Fiberboard, any thickness. RUBEROID® Specifications I- 1 -1 -MG and I -1 -1 -MSC GAFTEMP Insulalio 2 Minimum Side 1.29._ GAFGLAS Base Sheet RUBER010 MOP GAF Steep Asphalt ASTM Type III or IV Substrate— Insulated decks, GAFTEMP Perlite, Fiberboard, High Density Fiberboard or Isotherm R. (See "Application Recommendation 131 Slope —Up to 3 inches per foot. Materials Approximate Weight Per Square GAF Asphalt/Concrete . Primer P 0-10 lbs. GAF Steep Roofing Asphalt ASTM D -312 Type III or IV 50 lbs. ' GAFGLAS Base Sheet 25 -60 lbs. GAFTEMP Insulation varies GAFTITE Insulation Fastening System (when applicable) — GAF RUBEROID MOP (Smooth or Granule Surfaced) Surfacing (Required for I -1 -1 -MSC) i • 90- 105'Ibs. • • j Total 165 -225 lbs. Guarantees Available Specification RUBEROID 4iber�yt RUBEROID ' I -1 -1 -MSC 12, 10, 5 12, 10 I- 1 -1 -MG 12, 10, 5 12,10 Job Address: Contractor PERIMETER DETAIL 113: Gravel Stop or Drip Edge Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel S o %)ri Edge Gage: Fastener Spacing: M' o.c. o.c. Clip Type: Ai 4e Clip Gage: L4 1 4, Deck Type: V T 6 PM '&- Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: I - Fastener //�� Spacing: A/het/ Deck Type: {'k gcrb PJij, PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 S Job Address: Contractor Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eitisit Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. /V Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment x/7A- PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A") Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached Exposure Category Classification Category: At Hurricane Oceanline ?: Basic Wind Speed at Building Location: 110 mph Building Condition based on of Openings: GROUND LEVEL /QV feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page-8 • • • Job Address: Contractor PERIMETER DETAIL #I: Parapet Wall Detail Coping Cap Gage: NI Fastener ti Spacing: o.c. Clip Type: N IA Clip Gage: A/ A, ► y KW R. T? I ? EA sT 14% e_ Deck Type: he $ 74- Pi-Ave Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Process No. Job Address: Contractor Process No. T I _ inches 1 inches 1 inches T op P iQvberwa›me/o Bonding Material: 4/17rp4QL7' Base Sheet: 7 9'G$6o9�lIA$� FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: % QLB" / i - / (brieplyduceibe. .-ThGAp (C / (J applicable ) 77:77 .540 Ply Sh eet(s): ��' Es4F Bonding Material: iibriBP,41 Fastener: � (if base that mech. atta ed, Bonding Material: Masse sheet bonded) Fastener. (if top insulation layer mech. attached) Top Insulation Layer P /50 a,,n if applicable ) Bonding Material: (8 top ovulation layer bonded ) h+or 414 Fastener: if insulation mech. attached) < Insulation: r 5O /,/QIY/[b Bonding Material: h kttupA. 1..� ( ( Insulation bonded) Vapor Retarder. 4/4— (ifapptieable) Pruner. if applicable) DECK: I �/ J s 7 f , A Type: !l FX Ht� Gage or Thickness: I Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 A • 0 z U 0 4. 1.• 0 U CO 4. C 0 U -a a u u d V E $ Y V) g > ' v U Job Address: — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitation Reviewed Details ?: Notes: Contractor Process No. Y N Y N Job Address: Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oj attachment ) Contractor Process No. aR G 1s - 34.- 3 l ed/b& . OA /ittav 24 Al. Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: Contractor Process No. Job Address: Contractor Process No. ( Check one of the following) Recover Re -roof: New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If 'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report.) Additional Notes: Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method (it ) 1)( S 76- 1 Y N l ��z5o 40,9-RD / 440. 0 o1/R)2- .30 1.13 Y2 c 1 PAY 6- - ,4 -1/9SS 4 75 995E 1707 oV � Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Reviewed Field Test Data ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner . VP • • Job Address: Contractor Process No. \ Asphalt: 123.01-166 9/94 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: N/4- - Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Allefotobl> 11/1 gh■C ,gaic2si.446 -4f4,7 Co,QP. q3-- : / /3o - 51 - 33 (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: • /t/ /4-- Fasteners: ,(/_,Q Ply Sheet(s): gei- Cap Sheet: ( Note: No insulation system is acceptable under the minimum roof category. ) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement or ere plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ` . Date... 4 t 614 v Omer s Name and Address ... 77eadeee No...1: 0 Street. Registered Architect and /or Engineer ..:.. . ....... V ,,,,,,,,,...,., •,,,,,,,, Name and address of licensed contractor t.GeJ..dl /..E . ... Location and Legal description of lot to be built on: Lot Block Subdivision ._ Street and Number where work is to be done /v2. ?.. Nom _ 5 State work t be done and purpose of budding (by floors) _. 4 e4- if-e" ri _. ': / 2- 0 -0-3- et 3 ' 12-.,x- ..�- Read, Sworn to and Subscribed before me. Disapproved . Date (Signed) `1.. vVV�' Budding Inspector My Commission Expires Notary Public, State of Florida and for nd other purpose. New Budding Remodeling Addition Repairs To be constructed of Kind w{off�/foundation Roof Covering Estimated Total cost of improvements $ 1.00 Amount of Permit s.... ( OQ No. of Stories Zone cubage required .Plan Cubage Distance to next nearest budding. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may • be sent to.. ..... % - F�.....1�C1.!k.f3.EF:f -<. L 2rj &' 9.t� .2 (i'c1 1 S 4 0 1 2 e s.... 3..3.1..3. The undersigned applicant for this building pernit dots hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5066, Compiled General Laws of Florida, Permanent Supplement, and has complied .•ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or noticcs as are required by the Act. The undersigned agrees to employ only such subcontr actors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated are true. / 111 / 41 " . Permit No.. PLANNING BOARD DATE Chairman Mcmhcr Member Member Member .. .. Member _.._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hero obtained from lice P11nnir.;; Board. A re-inspection fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.