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146 NE 98 St (9)y • / APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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. Owner's Name and Address A. J. Griffin — C. A . C 40 Registered Architect and /or Engineer Ideal Roofing SILeet Vetnl Works, Inc. Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) on new addition of residence. New Building Remodeling CBS Kind of MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Subdivision 146 NE 98th Street, Miami Shams, Florida and for no other purpose. Yes me Addition Repairs No. of Stories To be constructed of foundation._ ® _C? Aof Covering C`'a �'F� Estimated Total cost of improvements $ . . . ....... .. .runt of Permit $ Zone cubage required -Plan Cubage Distance to next nearest building 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 The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with 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 ins ection on the site, of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub traCo§s, o w: to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). Permit No Disapproved D (Signed) -- =•• .- Build Building Inspector NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. 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 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 facts therein by him s ed_aza true. _ 1 Date Chairman Member Member Council Approved Date 3* fo),t tin c Rprd. torn 1 li..felt ..._gravel ti bnut 4 _cji ores Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Date L � is. roh 1 lth No 14 Street NE 98th St, , 19 8 '. 3 to me well known, Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty A • BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofit� (rvn iePjb✓ry Owner's Name (Fee Simple Titleholdderr) P (/1►vl 01 Ve Pk G IkL6 Phone # 'Sj —j (O Owner's Address 14 - Ad Ai?, Cit (1(A,Ml 6 1 —' -7 State a Zip .33 13,fz Tenant/Lessee Name Phone # Job Address (where the work is being done) / ��Z 7'3 City Miami Shores Village County Miami -Dade Zip -- 3- -5 /' Is Building Historically Designated YES NO Contractor's Company Name 2c2r_/l /7IXI/%; Contractor's Address `T / ( �! /4/. City , Ctiry? i 1 Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit / ), : S 5Z/ Total Fee Now Due $.. (Continued on opposite side) State /-�c' -, e4 4/ Permit No. Master Permit No. iR;ECE .fVED JAN fl i Phone #( -75 32 6 / - J /(, Zip 3 Phone # .l' Square Footage Of Work: /roc) Type of Work: ❑Addition ❑ Alteration :New , Repair/Replace ] Demolition Describe Work: / /'��tl 4.(':2N p * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Submittal Fee $ lJt► /4ermit Fee $ 57 0 CCF $ CO /CC Notary $ Training/Education Fee $ 0,80 Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ J3120 _ A Bonding Company's Name (if applicable) Bonding Company's Address + City State Zip . Mortgage Lender's Name (if applicable) Mortgage Lender's Address S tate i Zip P 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 pas ed notice, the inspection will not - - a ove and reinspection fee will be charged Sigma ure Signature Owner rr Agent p .. ' actor The foregoing instrument was acknowledged before me this e) • �[] The foregoing instrument was acknowledged before me this day o 0 Cap, by Lau or ) e 1 ICfi C day of , 200V, by( [•�r'` .< who is personally known to me or who has produced who is personally known to me or who has produced NOTARY Sign: Print My Commission Expires: Chc 12/15/03 As identification and who did take an oath. ill P iyIa�;;i Igas NOTARY PUBLI: L l�t \t ;- Cow .Ln 1007 Sign: // / It.1111 IP) �'; ., 4‘ " _ `de � � ., inc. Print:(,. �00`, e 1 My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Certificate of Competency Holder) as identification and who did take an oath. C. Cookie Hyde Commission # DD177003 Expires Jan. 12, 2007 Aaron Notary 1 800 350 51C1 State Certificate or Registration No. Certificate of Competency No. ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ..;AN s 9 2Q Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Printed: 1/13/2004 Applicant: GATHERSBURG Owner: MARYLAND JOB ADDRESS: 146 NE Contractor ANGELL ROOFING Local Phone: 305 - 324 -1166 Parcel # 1132060132390 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -21 MARYLAND GATHERSBURG 98 ST Page 1 of 1 Contractor's Address: 918 NW 7TH AVE Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 8 & LOT 9 LESS W1OFT LOT SIZE c e , Fees: Description Amount FEE2004 -348 Building Fee $250.00 FEE2004 -349 CCF $2.40 FEE2004 -350 Notary Fee $5.00 FEE2004 -351 Training and Education Fee $0.80 FEE2004 -352 Technology Fee $6.25 FEE2004 -353 Scanning Fee $6.00 Total Fees: $270.45 Total Fees: $27D 5 Total Receipts: 1 Permit Status: APPROVED Permit Expiration: 7/7/2004 Construction Value: $3,850.00 Work: REPLACE FLAT ROOF GAF MATERIAL D , 1 S `du' 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -2204 Building Inspection Request Date 1 0104 �y � Type Insp' n 1 ),( F( I gear Permit No. 131? Name IOC, SSU r a - Address NO NE__ (=e"5 1 Compan Fits. 59 Phone # � Inspection Date 1 D y Approved i Correction ❑ Re- Insp'n Fee ❑ ciay Permit No. P 0\t--a.\ Bctsidt.r Type Insp'n Name Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT - 305.795 -2204 Building Inspection Request Date Company \ f j Phone # 3 °— i �l 3 `I ^ ` Inspection Date Approved Correction Re- Insp'n Fee SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg 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. VT/ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 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, roofmg nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may 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. (i 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 Florida Building Code, Plumbing. 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. mature 0/ /C2c/ l Date CzWeaeeeeeb sad SetthigAckesnenuSlacal SeetleplTeennTeac°7 Interne FMlCeeheLJES1OK1.MFITSECIION 1524111 rr4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (Oenerai Information) Master Permit No. Process No. Contractor's Name /4ei7 /"l60 rt, Job Address //b A2 I. - e ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile C Mortar /Adhesive Set Tile ❑ Asphaltic . ❑ Metal Panel /Shingles 0 ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) / /F Section B (Roof Plan). Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identi dimensions of elevated ressure zones and location of ara sets. /J /s.0-49 ■ • • • ' L N ■ ■■inimmo ■:•� ■■ ■■ ■■ ■11■■■u ■■ ■11■■ ■ Ake u■mm■ 'r■■�■ ■EMMMENNEMM H�MITM ■ ■� 1111■ ■■ m u11■'11 Eu1■ ■u■■ ■I■■ ■■■■■■■■■■ ■ 1111■■ ■ ■ u r I ■ Rya ■■■M.Ari■■■■ ■ N ■I��l. 11�■�11■■ ■■�■uLiim■■ul■L■■■11■ ■ ■■ ■ ■ ■ ■ ■ _ ._. um • mum r %■ I■ L �1 • E■■ mIUM ■ u■ I ■■E�■■ . ■■N■fuN■UNNE■■E■ 0 ■■ 1111■ 11■■■■rs■■.eaw■.. . ■■■u11■ ■ ■■u■r■i11 ■ mum • 1111■■■ altargram l l ■u■■■ue ■ 1111■■■■ ■■■ ■■■■I ■11 ■11 ■uE■I ■u1 ■� ■11.11■■■■ ■u■■■■ ■■u■■ ■ ■■�■■■■ ■ ■ I■11MI .. ■■ Eum■■■r ■ ■ ■■E11N■MI11NN■■i■■■■ ■N■■I■N■MINCr a■11P.mi■ ma :N■ ■••••••••l11•• E■ ■EIMENE■ I IMMO 'MAW ■ ■ ••••••■•■1111■••• • ■� MIME 1 NUM 1EE■ ■■■ ��NW■■ ■■■!I1■■■ u i ■■11 ■E■E �■ ■N■ • uN 1uMI 1 mY ■■■■■mEnr ■■■■■■■■■■ 1N■■ !_r -_..�'' 4 4111 sumM P1P1a\; 1•••••••••••11111111111• ' -.r uEE :a; - -o ! ---r: ••••1111111••••1 - ; i : ....-=■ - ■• ■..■. 11110■ - -..■ ■■ 111•• 1111 rm■ u■ 111�■�i■■■■N■ ■■�■ ■ ■ ■■■■■u11■■11EME • ■■ MW EIM ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■ ■ ■ ■■ ■■■■■■■ ■ ■■ ■N■■■■ ■■NE■■EM■11uW■11uI ■N � ■ ■■■MINE■■■■ I1 I) • • • Florida Building Code Edition 2002 HI h Veloci Hurricane Zone Uniform Permit A IlcatIon Form. Section C Low Slo • ed Roof $ stem FIII In Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used Identify as "NA') System Manufacturer' NOA No,: Design Wind Pressures, From RAS 128 or Calculations: Pmaxt: Pmax2. Pmax3: Max, Design Pressure, From the Specific NOA System :_,? ,�,• Deck: Type: Gauge/ThIckness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Mpttllel: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s):G l/ Base Sheet.Fastener /Bonding aJerial tiSe.S f/y "rS g / 9 6,4 G' Ply Sheet(s) & No, of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: Top Ply Fastener/ Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: .1` oc © Lap, # Rows oc Perimeter: oc g Lap, # Rows `0 t! oc Corner: �� oc (� Lap # Rows _ . �p • oc Number of Fasteners Per Insulation Board Field Perimeter_Corner/t) Illustrate Components Noted and Details as Applicable; Woodblocking, Gutter, • Edge Termination Stripping, Flashing, Continuous Cleat, Can Strip, Base Flashing, Counter. Flashing, Coping, Etc, lnd_, Icate:• Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material Material Thickness, Fastener Type, Fastener Spacing or. Submit Manufacturers Details that Comply with RAS 111 and Chapter 18. /,p/5/ f/ 2» 04 1 FT. it ac Z • 4»-4" fT. 0 Parapet Height a Mean Roof Height 1 , • • . MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 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. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 : Page 1 of 32 l ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix na 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix TM Fibered 305 Fmnlsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Roofing SBS/APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 1b. Bags 100 lb. bags 5 gallons 1, 5 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 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAP Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Descriptions Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTm Smooth RUBEROID® SBS Heat - We1dTm Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - We1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 871bs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type m ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Aspirt:lt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both side with asphalt. Surfaced on the botta.r. side with mineral granules emb .l;z:.ied in asphaltic coating. Nor..- ' it'oven Polyester mat coated with polya:vr- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polyn.ur modified asphalt and surfaced with.rineral granules. Non- 'Woven Polyester mat coated with fire ,..;udant polymer modified asphalt and :: a: faced with mineral granules. Non- Woven Polyester mat coated with poly..:;, modified asphalt and surfaced with t.daeral granules. Nor. Woven Polyester mat coated with fire ret:srdant polymer modified asphalt and su: faced with mineral granules. Prei:livan glass fiber reinforced SBS - moaiiied base sheet Fiber ,.inforced, rubberized Adhesive Non-Woven Polyester mat coated with polymer- modified asphalt and smooth snrfi :.d. Nos: -woven polyester mat coated with pol_ r,ter modified asphalt and surfaced wit}. _cineral granules. Non-woven polyester mat coated with polymer-modified asphalt and smooth surf:a, ed. Nor. - '.woven polyester mat coated with polyaaer modified asphalt and surfaced with mineral granules. Noe- Woven polyester mat coated with fire r,;tardant polymer modified asphalt and surfaced with mineral granules. Nor: - ']Woven polyester mat coated with fire ; etardant polymer modified asphalt and surfaced with mineral granules. Heav duty, polyester reinforced, asphalt modified bitumen membrane, smooth snrf.ee. NOA No-. 03- 0501.02 Expiration Date: 11/06/05 Approval Date:10/23/03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTm System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateTMr Underlayment Tile -Mate Modified Base Sheet Dimensions 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 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 301bs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types 1,1I, III and IV ASTM D 5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy cut:, polyester reinforced, coated with fire remrdant asphalt modified bitun:--n membrane, granule surface. Heavy ciut ;; , polyester reinforced, coated with fir: retardant asphalt modified bitumen membrane, granule surface. SBS mcii! sed asphalt base sheet reinforc; s 'ith a glass fiber mat. Non wo ie.. fiberglass mat coated with polyme, modified asphalt and surfaced with mii ;e. a1 granules. Non wove.b fiberglass mat coated with fire reta. polymer modified asphalt and surfaced with mineral granules.r Woven fberglass mat coated with Polyn,e. n_odified asphalt surfaced with aluminum copper or stainless steel foil. Nom -vi o te., polyester and fiberglass mat coated Brit i file retardant, polymer - modified Lsphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressor„ within the roof system. GAF Vt.rut Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with ref.ec aluminum flakes Non- fibert d. Aluminum pigmented, asphalt t o: ; f coating Interpiy rn:;pping and surfacing asphalt SE13S r..vd:fied asphalt Fiberglass reinforced shingle underia) mcnt SBS mcJited asphalt base sheet and interpiy sheet reinforce with a glass fiber mat tile ar:derlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB 5 gallons (Matrix 602 SB Coating) GAF WeatherCote® 5 gallons MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 5 gallons MB Coating) WeatherCotemi (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC 5 gallons 5 gallons Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. • 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type III Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non - fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 5 of 32 • APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTni GAFTEMP Permalite Recover Board GAFTEMP GAFEDGEnd Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam L II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard PelitefUrethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & ENRGY -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAP Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Prod.ucts Co. Atlas Energy Products Firestone Building Products., Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 6 of 32 • APPROVED INSULATIONS: Product Name FibeaGlass Roof Insulation ISORoc Structodek Multi-Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener . Number 1. � 2. 3. 4. 5. 6. 7. 8. 9. Product Name GAFITTE® (Drill Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFITIE® (Drill-Tec ®) ASAP GAFTITE® (Drill-Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill- Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. 2 7/8" x 3 1/4" 3 "x3 /4" 3" round 3" square Polypropylene round plate 3.2" . Insulation fastener assembly with recessed plastic plate Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 GAF Materials Corp. 3" and 3 V2" GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Product Number Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G-2 17. Olympic Standard 18. Insul-Fixx Fastener 19. Insul -Fixx S Plate 20. Insul-Fixx P Plate 21. Tru-Fast 22. Tru -Fast Plates 23. Tru-Fast Plates EVIDENCE SuBMITrED: Test AEencv Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. 1RTofS.Fl. TABLE 3 Product Description Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF - 020 -02 -01 02-005 02 -0 14 Ms ufacturer Dimensions (With Current NOA) Olympic Manufacturing • Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round S2S /Stadler 3" round S� S /Stadler The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. Description FMRC 1996 J.I. 1B9A8.AM J.I.3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 09.04.97 . 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 . NOA No: 03-0501.02 Expiratio; i Date: 11/06/08 Approval Date:10/23/03 Page 8 of 32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19/3 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smoota, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1ynd 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Lirnitc Pion #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1T`E) #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. :m the field of the sheet. (Maximum Design Pressure —45 psf, See General Li;nbition #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 o€ any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #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 Li.nitation #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 —S# psf, See General Le: ait an #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 Li:a ation #7) Ply Sheet (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- WeldT"l 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 rase of 20-40 lbsJsq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. 1\1OA Mx 03-0501.02 ;.':x i atioa Date: 11/06/08 Approval IDate:10/23/03 Page 28 of 32 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 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 galJsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Above One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat- We1dTha PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat- We1dTM Smooth, RUBEROID® U1traCladTM SBS and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 WOOD DECK SYSTEM LINIITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attrchrnent and sizing of perimeter nailers, 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 (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 comers). (When this limitation is spedfically 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: 03- 050L02 Expiration Date: 11/06/08 Approval Date:10/73/03 Page 32 of 32 • • •• ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Surfacing: Gravel, 400 Ibs/sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 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 layers Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule'•' "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid. Mop Plus" jgranule). Coatirip- Karnak No. 97, 1-1/2 3 gal/sq.., 4. Deck: C45/32 Incline:1 /2 ".. "'# ` Insuljtion: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/ isocyanurate composite, perlite/ urethane composite, phe- nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). -.Base Sheet: One or more layers of ,Type G2 or G3. Ply Sheet )Optional): One or.more layers of 'Type GI.. Membrane: One or more layers 'of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (grariiule),".Rulivoid vIop ".(smooth or granule) or "Ruberoid Mop Plus" (granule): Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 • Base Sheet (Optional): One or more layers of Type Gl, C2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch .Plus" (granule). Surfacing (Optional): Karnak "No. 97" Or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Phis" (granule). Surfacing:' Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, .wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Kamak No. 97, 1-1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite / urethane com- posite, phenolic, 1-1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). • Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, 'urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in; min.. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): CAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TENT) Incline: 1 175 Roofing Systems (TGFU) — Continued Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite / urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional); GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wcod fiber, perlite or glass fiber. any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. • Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (g- anule). Surfacing (Optional): GAF Fibered Aluminun Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): lsocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type C t "GAFGLAS Ply 4" or "Ply 6", hot mopped in place. • Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Alurinum Coating at 1.1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/ sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more Iayera of Type GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. • Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): lsocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. ' Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF CLAS Ply 4" or "Ply 6 " ,ho( mopped in place. • Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Cott Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1-1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Rt. beroid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, . perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional); One or more layers of Type G - hot mopped in place. Membrane: One I4yer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). • Membrane: One layer of "Rubero d Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -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 hi this Notice of Commencement. 1. Legal description of property and street/address: /WO 4/ . 7' . ffle e7 ' /I7� Gi�n� JX r'c-S / CA 55/ 2. Description of improvement: /11 /l// Interest in property: 3. Owner(s) name and address: Name and address of fee simple titleholder. 4. Contractor's name and address: AraPil /''oahvl 7 c,/9 �� L✓ ~/' 0- /2 5. Surety: (Payment bond required by owner from contractor, if :any) of: L0fo Name and address: / l� / Amount of bond $ 6. Lender's name and address: / �f _� 'r -20 7. Persons within the state of Florida designated by Owner up41 -whom - notices or of er documents ay be s- ed 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 differen to is , 'y 'ed) Signature 6f Own Print Owner's Sworn to and Notary Public Print Notary's Name subscribed me this day ofj ..t sorph C. Cookie Hyde Name vrec ,/r 5 11111111111111111111111111111111111111111111 CFN 20104R0022960 OR Bk 21965 Ps 0198; Ups) RECORDED 01/12/2004 12:32:56 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Commisaon # DDI77003 ErPires Jam- 12. 2007 ` tr 3 ao_. My commission expires: : f /7 70L'7 123.01 -52 PAGE 4 0/02 Address: T/ ' %/w 414;i4-,21 /2 : /3lj Application is hereby made for the approval of the detailed statement of the 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 Villar 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. Owner's Name and Address Cletps Ae „Le4tik. Registered Architect and /or Engineer ”, If ,. .,,,„,,,,,,,.,•,,,,,,,,_„ Name and address of licensed contractor Pan Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 146 _. ;r'. r. ?.. Rant. .98. street _ .._.. ._ State work to be done .....Re -roof - Type.t r sbeSttoa.- Remove existing roof. Tin cap one 30# . Apply 2/15 asbestos with bot asphalt and paint with aluminum fiber coat.- New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ 700.OQ Amount of Permit 5,....I Zone cubage required .Plan Cubage Distance to next nearest building 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 The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performe under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such stalactors, on work to be performe under this pennit, as are licensed by Miami Shores Village. (Signed)_ Remarks.__ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- peared 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 facts therein by him stated are true. Permit No.__Y400– Date 1)/ki • V Read, Sworn to and Subscribed before me. Disapproved (Signed) Ri sa, .._.... Date ... Building Inspector PLANNING BOARD Chairman Member Member Council Approved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Am Roofing Co. Inc, and for no other purpose. Addition Repairs No. of Stories Roof Covering Date Disapproved Date 3- sass Ea.St ....9.$ Street.— Notary Public, State of Florida My Commission Expires DATE Member Member Member _.._. or changes to this application after approval has been obtained from to me well known, peared ...... _^.---- Permit No Date Disapproved +:\ (Signed) Buildi MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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 Honda, 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. 1 , • Owner's Name and Address a. r; .,,,,‘,. ....4 ••••• ..... No ... Street... ' ' Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block tibdiy,isign. v . ,,, ...... ..... - - . r)) Street and Number where work is to be done ' - . , , _ Date. .0 Inspect° 0 0 Chairman Member Member Council Approved State work to be done and purpose of building (by floors) !I o'f o• tO.ITT ore tototosoo . •••••• •••,•••• 1 •••• • , o o „..,/), 9 4 p...,4", 1 ....... , = -,;.„:„., and for no other purpose. New Building Remodeling Addition Repairs No. of Stories *; ' _ To be constructed of Kind of foundation Roof Covering -, 1,:e "•-, Estimated improvements ,, :, ated Total cost of improve ents $ Amount of Permit $. Zone cubage required _Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor fly% 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.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws pf Flonida, Permanent Siii»lement, and has complied with the provisions thereof, and will require similar compliance from all contractors r sub- in the work to be performed under this permit; and will post or cause to be posted for inspe tion on •e site • or notices as are required by the Act. The undersigned agrees to employ only such subcopfr pennit, as are licensed by Miami Shores Village. Remarks • tractors ernployed by him he work such public notice o be perf rmed under this STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- 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 therein by him stated are tru Read, S before otary Pu lic, State of Florida NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re fee of $1.00 will be charged when such re-inspection is made necessary by improper notice materials and/or workmanship. to me well known, thi, sail" and that all facts My C mission EleitAirr-PUBI7C-SYAff Of 1 10 . 11IDA AT LARGE 81Y COMMISSION EXPIRES lime 14, 1978 ANNINC BOARD ROPOPAIHRU GENERAL INSURANCE UNDERWRITERS Member Member Member Date Disapproved Date has been obtained from for inspection or faulty Permit No STATE OF FLORIDA, I COUNTY OF DADE. ss Disapproved 7 - (Signed) .___. 13356 Council Approved4 —.__ APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the buil,:- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. — 4 / - � _E / Date d I) �! `F ° , 1 , 19.7../ Owner's Name and Address - i � ' � _ C- 4 1 Y ._ No._ / L__ Street_JV6 9' _.s7 Registered Architect and /or Engineer Name and address of licensed contractor__ 1 Location and legal description of lot to be built on: Lot Block T - "1 ! /A- Subdivision 1_g // Street and Number where work is to be done.__. __lLP___ E. — pp f --® c!__" l 5/1 a R- 5 State work to be done and purpose of building (by floors)_ >�.ti� _� E 7 f1/' Cam$_ 1/ L- fi 'F &_i_r_REAR FI-4- R00 -- --- lia- i. oar - l er-- Pa ter-- 2-45 p64 r A- Sp -4LT 3,__Gt4_AV * - Vd Qiti b - ✓f? L 5 - / OP --- - - - r"L e,..La 7`Js-E and for no other purpose. New Building Remodeling Addition Repairs i/"...---_ No. of Stories 0 /t' .. To be constructed of Kind of foundatiio Roof Covering ___ . iq_4 ✓fr.: L - r.a 1. �. Estimated Total cost of improvements $ 3 � — Amount of Permit $ Zone cubage required .Plan Cubage_ Distance to next nearest building_. 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_4E p . - -_.f B _7_T' 0 1 . 1 . _ . A i fD /— / N Cs _ .1'. 5_ �_®_ss. w - _ 0 41/a-. M— itli A. 7 / The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with 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 notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. � Remarks - - -... (Signed) . ;Lt e 0 / /7 ; 17 " 0- 75E -3 - 7 : Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 facts therein by him stated are true. MIAMI SHORES VILLAGE D BUILDING INSPECTION DEPARTMENT PLANNING BOARD.. __ 1 ter. - o 4/ , to me well known, Date____.. 67 — /.2(' _ 7" Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Ins. -ctor '." My Commission Expires__ __ DATE Chairman Member Member Member Member _____ __._ ._ Member _Date Disapproved Date NOTE: A charge'. of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection; fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workinanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or uie 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. Owner's Name and AddressCLL Registered Architect and /or Engineer Data _ say._ 4x. 3,980 A. LADIG 146 N...... g°..><....98..._._ No. .a .. # %r: Vt... Street_ Shores, »'la. 33138 Name and address of licensed contractor �c..... L.... �3.Q0 'IavC� CQl:1� . . 7 . .a... E. 4th court, 11].at la Location and legal description of lot to be built on: Lot Block Subdivision _. Street and Number where work is to be done 146 .... U...... .... meet ._,. State work to be done and purpose of building (by floors) Remove old roof and replace with tile roof over __a1oping....s ections Qf . building and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $...;. Amount of Permit s..15. *fO Zone cubage required .Plan Cubage Distance to next nearest building.. Size of Building Lot Mfaxitnum 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.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied ssith 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 notices as are required by the Act. The undersigned agrees to employ only such subcontractprs, op work permit, as are licensed by Miami Shores Village. Remarks (Signed L STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, peared a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- 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, s,nd that all facts therein by him stated are true. Permit No.._. % / V 645' 6 Date 1 ), 1 Read, Sworn to and Subscribed before me. Disapproved (Signed) Building Inspector Date. ,1,•• .111- ,1111..1...,,111,11 1111 Fla. 33138 to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member _.._.._._ Council Approved Date Disapproved D NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmm the I'lnnnin;; Board. A re m.pcction 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. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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 o).T. 76 .L ,19 Owner's Name and Address ....__ A, Ladig 11 -A Street 9 G rA Registered Architect and /or Engineer ...... 7 Name and address of Licensed contractor Ldn[' Roof= i ?'^ - °' Tile Coo s r i o ? R c'-` Ire. a . -_4 3 0 i h el 1, , , r5 r - : . Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1!!!) ^ v o 9' t;1 St o a ^? 7,mi S nC1: 'o `i ; State work to be done and purpose of building (by floors) 9 So. rco i' '' ""'" ' "i - '' '...C:`r 1 r1 A-71 ^. :' r c 1 and for no other purpose. New Building Remodeling Addition Repairs '' No. of Stories To be constructed of Kind of foundation Rpof Covering 4 w- ::1 :::.._ ■ ::: ^,i, r Estimated Total cost of improvements $ 21 n o CC _- Amount of Permit $ i • (1(1 Zone cubage required Plan Cubage Distance to next nearest building 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 �- 'k The undersigned applicant for this build g pennit does hereby certify that he understands and accepts his obligations as an employer of labor under 1. Florida Workmen's Compensation Act, being Section 5966, Compiled Generals Laws of Florida, Permanent Supplement, and has complied with 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 notices as are required by the Act. The undersigned agrees to employ only such subcontractors •n work__ to be perfo ;med under this permit, as are licensed by Miami Shores Village. _,;�{ i ( 7 ' r T A "' Remarks (Signed) „ ! / ! - - L_LO / STATE OF FLORIDA, f COUNTY OF DADE. 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 facts therein by him stated are true. Permit No . Date t' -. ` ' Read, Sworn to and Subscribed before me. Disapproved Date -_, (Signed) �� Building Inspector My Commission Expires PLANNING BOARD DATE Notary Public, State of Florida Chairman 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 been obtained from the Plmning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Member BUILDING ELECTRICAL PLUMBING ROOFING Owner of .... Building k Architect Contractor or Builder Legal Lot Description Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLI3RIDA PERMIT L 1." ■ 4,11 ns rt.�1 t o i { 4c. 9 - 3 Signed. N? 4976 Work to be performed under this Pers it This permit is granted to the contractor or builder named above to construe the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper munici l authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a tho •ugh kn• - : •ge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specif • do and at he assumes responsibility for work done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covere ereunder , compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plan3;=�'a nqs, statements or specifications s •matted to th proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work date. by either, myself, my agent, servant mployde. .. L..-. 4 . -.4..._ BY — C t�a Subdi- vision Value of Project $ /C c'b_ DATE! * 2 1957 Contractor's License No. Am.ount of Permit $ s g 7 AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot H • MIAMI SHORES VILLAGE. FLORIDA PERMIT N? 6835 • - • Bl • r )' ' Q Signed Work to be performed under this Permit Subdi- vision Value of Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or Specifications and that he assumes responsibility for work done by his agents, servants or employees. �/ . se /4 INSPECTOR 1 DATE_ Contractor's License No. - / 195 5 ' S r e ,.. �.L.. • Amount of (70 P $ 1 .. BY: 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 ac- cepting this permit P assume podsibility: for all w f on y,eith r my 1 q!¢ agent, servant or ploy e. • • CONTRACTOR OR BUILDER BY AUTHORITY Date 5 –1 3– 9 7 Job Address 146 N. E. 98 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee/Tenant Dennis W o o l f o l k Master Permit # Owner's Address 1230 N. E. 102 S t r e e t Square Ft. , "^: % MARYLOU HERNANDEZ °___ MY COMM :ZION N CC 324212 IXP11t =3: October 10, 12S7 °f,tc Bonded Thru No?ary Puh:ic Underwriters Signature of own Notary as to ' iwner and/or My Commission Expires: FEES: PERMIT 75 RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Building C.C.F. L i • go NOTARY Phone 754 -4630 Contracting Co. Quality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho SS# Phone 751 -0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code, install eave drip and valley galvanized metal where required, mop on with type III asphalt one layer of 901b. ASTM felt and install tiles adhesive set. 2 5 s q. Estimated Cost (value) $ 8, 000 . 0 0 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 AFF AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati construction and zoning. F -• ore, I authorize the abovnamed contractor to do the work stated. Signature of Contractor or Owner- Builder Notary as to Con actor or Own My Commission Expires: Lt 5 '*/ 3. 7 Date , s 7 -13-9 MA LOU I r.RNA,A! MY CCt.1M15SIO ; CC 324212 WIRES: October 10, 1957 Bonded Thru Notary Pubic Underwriters BOND 3 TOTAL DUE ?` /- / Electrical Plumbing Engineering Contractor's Name: ROOF CATEGORY ,�/ ❑ (Nail -On Tile) L7 (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 52 Re-roofing ❑ Recovering ❑ Repair ❑ Maintenance (Low Slope Application) Flat Roof Area (ft Sloped Roof Area (ft') '�� . S�i . Total (ft ssy . Master Permit No. Exposure category (per ASCE 7 -88): G Building Classifica{i'on category (per ASC 7 -88 table 1): Ft. n v Ft. n Deck type: • ATTACHMENT Fastener Type:. Field: )'a o •c. Perimeter: fo o 4- Corner DETAIL 1 ttppeilurx IG UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING II r 1 to /0,F. r ROOF PLAN ' 1 I I • • L Page -1 MEAN HEIGH / T / / Deck type: Underlayment: UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: 12 R007SLOPL D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Root Covering Drip edge TILE CALCULATIONS (Pmaxl `. ) ]2 .3 x X (Aerodynamic Muhiplier):22.1 1) - M :S_3S a< M rt : J),O(p PCA: (Gfa _SO (PInax2: )03,0 x X (Aerodynamic Multiplier):32,. I ) - M 3 s = M :,11e y O PCA: fp (p :0 (PmaY3.'I x P. i.a:rod.nami: ) - 1vl :5-3J = M PCA: Page -2 1 ie.- 1 01 r.'p ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals ERMIT NO. TAX FOLIO NO. ;TATE OF FLORIDA: ;OUNTY OF DADE: 'RE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with ;,hapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 14 6 N . E . 98 Street Miami Shores, Florida 33138 NOTICE Or C;WMMtN' 1Vtttl►v i A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 2. Description of improvement: 3. Owner(s) name and address: Dennis Woolfolk Interest in property: Owner Name and address of fee simple titleholder: N/A Reroof to a new tile roof. 1230 N.E. 102 Street 4. Contractor's name and address: Quality Roofing Contra Tnr 5. Surery:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N/A 11 S • — 251 N.W. 99th Street S TA 7FIy1 a JD rRtLOiYi@lapAD 150 Hrla iv cnaryY that this is 0 Prue copy o too Bey oP ©013 no 410 in this oFricc on C R ti' =. RUVIN CL I'ttl o2Ci rcu�to nc Cou' , C r.,t fg t v 97R223277 1997 MAY 20 10 :33 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: N/A 8. In addition to himself, Owner designates the tollowing person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b1,.Florida Statutes. Name and address: N/A 9. Expiration da of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different da Is specified) Print Owners Name l D L FO Lr Sworn to and subscribed before me this (3 day of A1 ,19 Notary Public Print Notary's Name My Commission Expires: YLOU H +fA'1DEZ .: MY COM„ o aPIRES: October 10, 1997 "%t?. ; A' Bonded Thru lotzry p„nrr,, r r ,e... Prepared by: Carlos Arocho Quality Roofing Contractor, Inc: Address:251 N.W. 94th Gtreet Miami, Florjjj 31�n 12101.52 21s+:* t • METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE . AItusa Tile, Alrnar (USA), Inc. 6645 Northwest 77th Avenue FL 33166 Your application for Product Approval of: iltusa Tile Nail-On, Mortar Set or Adhesive Set One Piece "S" Tile Roofing Tile Chapter 3 of the Metropolitan Dade County Code goveming the use of Alternate Materials and T'. Construction, an d com descr' + of P s tbe� itt the pl::ns, specifications and calculations as submitted by: . . Rci /land Tec/ritologies, The Center for Applied Engineering, inc. has been recommended for acceptance by the Building Code p t Office Florida under the specific conditions set forth on pages 2-16 and the stand standard conditions on page 17. County, This approval shall not be valid after the expiration date stated below. The Building Code CompFance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, the Building Code e Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The to � B.:ildin3 Code Compliance Office reserves :he right to revoke this a Code Compliance approval, if it is determined by the Building, p • Office that this product or material fails to meet the requirements of the Sp th Florida Building Code. !lane;, The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96 1030.03 Renews 94 0914.0 EXPIRES: 02/13/00 TI is THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COtNDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County B' ding Code Compliance Office and, approved by the Building Code Committee to be usetnin ..de County. F . . under the conditions set forth above. APPROVED:02 /13/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET: mdcc0l Ashadow.ne! PRODUCT CONTROL SECTION ( FAX (305) 372-633? Raul Rodriguez Produc: Control Division Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: Altusa Tile A ltareria del Turbio, S.A. Barquisirncto, Venezuela Product Control No.: 96- 1030.03 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roo;int Sub-Category: Tilt r)e: Nall-on /\1U. ^tart Se:.'AUilesi e Set Stli)- T voe. Clay Product Control No.: 96- 1033.03 Approval Date: February 13 , 1997 Expiration Date: February 13, 2000 • System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof rile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the ".Altusa S" nail -on tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the ".A ltusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a'rMoment Based Sy stem'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue ivtiami, FL 33166 (305) 471 -5830 Frank Zuloaga Puns Examiner, Product Control Division V Product Control No.: 96- 1030.03 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description A Itusa One Piece "S" ' 1 = 1S" PA 112 High profile clay roof tile for direct Tile w = I" deck or battened nail -on, mortar or 'ri" thick adhesive set applications. Head -lap min. 2': • Exposure max. I5 r::n Pieces = varies w = varies PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Frank Zuloaga Plans Examiner, Product Control Division Product ±0 Felt =� Coated Base Mineral Surface Cap ! e ;iz ngtex -7_B 140 Underlavmen( Rainproof it Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N N/A NIA N/A 59" x 164' roll 22 lbs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll Ic_ and Water Shield 36" x 75' roll Test Specifications ASTM D 226 type II ASTM D 2626 • ASTM D 249 PA 104 PA l C4 ?A 103 ASTM D 312 type 111 or IV ASTM D 4586 Singie ply, nail -on underlayment. Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic bas:: sheet for single or double plv underlayment. ttlincral surfaced asphalt roll roofing for use as a top plv in a double ply underlayment system. Si;t'Tle ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with ., Approved =30 or R43 as the base Dyer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double olv underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Product Control No.: 96- 1030.03 Frank. T_ulo;,t a flans Exarn incr. Product Control Division N1anufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA genetic generic Test Product Product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens thin. 12 ga. with '/," head min. 32 ga. ru in. I' /," o.d. max. 2" o.d. vertical Wood Preservers Salt pressure treated generic min. 1" x 4" Institute LP - or decay resistant lumber battens horizontal min 1 "x4' for use with vertical battens or min. 1 " x 2" for use alone PA 11-4 Appendix E PA 1 1.4 Appendix Hurricane Clip ez Clips PA 114 Corrosion resistant eneric Fasteners min. %" width Appendix E bronze, aluminum, min. 0.062" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. Sd x 1' /." clips for supplemental tile attachment. Clips are installed with corrosion resistant rooting nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteT't ") designed for mortar Company, Inc. set roof tile with current PCA applications. Annular ring shank, hot dipped, clectro or mechanically galy, roofing nails for use underlavment anachmcnt. Corrosion resistant circular disc for use in underlayment attachment Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 96- 1030.03 generic generic Product Roof Tile Mortar ( "Quikrete® Roof Tile Mortar /11140") Roof Tile Adhesive ( "Polvoro® A H 160 ") Valley Flashing Drip Edge Dimensions N/A N/A Hein. 26 ,a. min. 16" width min. 26 ;a. min. 2" face flange min. 2" deck flange Test Specifications PA 123 See PCA :'tST \I A 525 PA 111 Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive • designed for adhesive et roof tile applications. Galvanized steel valley flashing Galvanized steel drip edge Fr^nk 7_uioaga Pans Examiner, Product Control Divisir,n Product Control No.: 96- 1030.03 Manufacturer Quikrete Construction Products with current PCA Polyfoarn Products, Inc. with current PCA generic generic Test Agency Tesrwcl! Craig Laboratories F: Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Rediand Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier Lab. #AAP -2 7161 -03 Appendix 111 7161 -03 Appendix 11 • 7161 -03 .Appendix 111 94 -33 94 -OS4 25- 7200 -1 Project No. 307025 Test 4MDC -78 TEST REPORTS Test Name/Report • ASTM1 1 167 Static Uplift Testing Dec. 1991 PA 102 Wind Tunnel Testing • P.\ 103 (Nail -On) Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quid; -Drive Screws, Battens) V."ind Driven Rain PA 100 rank Zuloaga Plans Examiner, Produc: Control Division Product Control No.: 96- 1030.03 Date Oct. 1994 Dec. 1991 Letter Dated Aug. 1, 1994 Wind Tunnel Testing; PA IOS (Nail -On) P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Aug. 1994 Dec. 1991 April 1994 May 1994 Feb. 1995 Oct. 1994 SYSTEMS (Co rnNUED) Deck Type: Wood, Non - insulated Deck Description: New construction 1 9 6 2 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application :2 " to 7 " : I .. L Helena ment: Roofing Tile: Cony ntcn tc: Note: System 1) is only acceptable in this slope range. For stones in excess of 7":12", refer co System C. Install underla vment system in compliance with Dade County Application Standard PA 120. (Sec System Limitation g5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, W plywood is an acceptable substrate. Frank Zuioaga ` Parts Examiner, Frod : i Contro! Division Product Control No.: 96- 1030.03 f Tile Profile jAi :use 'S' Tile Tile Profile j. •.i:usEr 'S' Tile j Tile Profile ;.=,Musa 'S' Tile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers -A (ft') X (ft Batten Application 0.29 r Table 2: Restoring Moments due to Gravity - M, (ft -Ibf) from PA 102 Testing j 3 ":1 1 4 ":12" I 5 " :12" or less B attens j Direct Battens I Direct Battens Direct J I Deck I Deck Deck 1 4.47 1 5.35 I 4.40 1 5.27 I 4.31 5.10 Product Control NO.: 96- 1030.03 X (ft') Direct Deck Application 0.31 6 ":12" attens I Direct I ` Deck 4.20 I 5.03 Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 102 and PA 102(A) Testing 7 ":12" or greater Battens Direct Deck 4.08 N/A APPROVED I APPROVED NAILS SCREWS 1 nail 12 nails I 1 screw 2 screws 6.20 I 8.40 I 23.70 I 58.20 APPROVED FIELD CLIP WITH: 1 nail 12 nails N/A I N/A I N/A I 26.80 I N/A I N/A 21.20 I 25.30 APPROVED EAVES CLIP WITH: 1 nail N/A 26.90 2 nails N/A 34.90 i Attusa 'S' Tile TILE APPLICATION Tile Profile Battens Direct Deck Qui - Drive screws installed in two manufactured holes located 1 and 1'/," from the head of the tile. Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testing Tile Application Adhesive Set Attachment Resistance Mortar Set 24.50 66.50 Frank Zulo3ga Plans Examiner, Produc: Control Division 0 10" PROFILE DRAWING AurusA "S" CLAY ROOF TILE 7 DOVE TAIL LOCKS '3 . 11 1 Fran uloaga Plans Examiner, Product Control Division • Product Control No.: 96-1030.03 t f1 NAIL HOLE BIRD STOP PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORI ES NAIL 14 j Frani: uloa;a Plans Examiner, Produc: Control Division Product Control No.: 96- 1030.03 GABLE-RAKE • • ! ! ••••• • • 2 - I I• i I 7.- PROFILE DRAWING APPROVED SCREW 1 Product Control No.: 96-1030.03 Frank Zuloaga Plans Examiner, Prod Control Division SYSTEM LINM(TATIONS Product Control No.: 96- 1030.03 I . The standard minimum roof pitch for Altusa "S" high profile tile shall comply with Dade County Application Standards PA 1 1 S, PA 1 19 or PA 130. depending on the method of installation. _. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. System installation shall be in compliance with the system speciftcaiions outlined in this Product Co:I.roi Approval. The method of a zachmen: utilized . ^! provide �� . ;;: i ICle:itt attachment resist ;ll ::... sled as a moment to meet or exceed the required moment of resistance determined in complianc with Dade County Protocol PA 115 or P.\ 127. Altusa "S" Tile tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations For installation in compliance with PA 115 or PA 127 :hall be done as a 'Moment Based System'. For mortar or adhesive sec tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 111!n set tllc applications, 30/90 hot mopped wed t nderl ! 'r:, 30/90 . � (. ; } , ...nt ; :;�� :r:;ationsi�n be installed perpendicular to the roof pitch unless stated otherwise by the undcrla:yment material manufacturer's published literature. All tiles shall bear the imprint or identifiable marking of the manu:ac :urcr's name or logo for identification in the field. Applications for roofing permits shall include a completed Sectionll of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Rooting, Component used in the ;%roposed tile application. Reference shall be made to appropriate data for the required fire rating. S. The applicant shall retain the services ofa Dade County certified testing, laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. l=am 16 F ri rl I o a �'r. P :fns Fs : :mi.._r. Prodf;.: Control Division Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue. Ntianti Fl 33166 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Rer.cw al of this Acceptance (approval) shall he considered after a renewal application has been tiled and :ne on in. :; submitted documentation, including test supporting data, ;n_ineerine, documents. nts. are no older (Si years Any :!nd ::il ta,r:nv;:J product:; s be permanently • .n Iv Isbeled with the manufacturer's name, city, state, and ;; " t_mcni: !)a.'e County Product Control r � of approve:,', or:!, specifically state :) in the specific condi:ions this .Acceptance. Renewals of Acceptance will no: be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the sang product (identical) as the one or iginally, approved: c) if the Acceptance holder has no: complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession.. .Any revision or change in the materials, use and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for rernoval of this Acceptance: a)) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, t hen it shall be done in its entirety. 7. .A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I through 17. END Of THIS ACCEPTANCE 17 Fran; u oaea Pans Exatnine , Product Control Lnvjsjon Product Control No.: 96- 1030.03 ACCEPTANCE NO.: 96 - 1030.03 APPROVED : February 13, 1997 EXPIRES : February 13, 2000 Test Location Uplift Pull Test P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 th .. f► 26 Ravi "t► 51 lii�1 - 2 27 52 3 28 T 53 4 29 54 5 30 55 6 31 32 irj 56 57 7 8 33 58 9 34 59 10 35 60 11 36 61 62 12 37 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 ....- . 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 , 50 75 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Owner's Name: D E I.- i 5 Woo L -OC.1G 4 l A 1 #• 4 1 4 (a(o Job Address I 4 1 . 4 N E 18 5 (A 1 A:I-4. l t }0 f , Fl-. Roofing Contractor QU4L- LT'/ rt () f 1 1•e/ Type of Tile:1 •RO L-L- FCA I. SG Date Installed: 8 - 19 43 7 /Poi RcloC Approximate Roof Height: (4 feet Roof Pitch 1. IZ Type of Access to Roof: Scaffolds )e., Ladder Other Approximate Square Footage of Roof 2504 ft z Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 8 -Z $ -q 7 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REP ITT J. Du Quesne, P.E. gineer .E. 513 u Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK 2 9 ,i ) c, Environmental • Civil • Structural Building Inspection Services 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 UT'R No 13028 Please Note: This form is not valid unless Company logo appears in color (burgundy) $KETCH OF ROOF JOB 146 00 14- 1 ° L. SHEET NO OF CALCULATED BY DATE e 70-11 CHECKED BY 1 SCALE DATE aviii mu• ,at nrtal v fy rimer €rri EMI ■■ESId Ali ■ir1iklid1`ri� l■ r7r■R MINIt ■►1■■IIEI ii iilli o llr o lliii i lill 4 r I i et R , A luror ■a111mu11o■■1m1■ rtaraMBIIIIIIIMMEEDILSO Li %1f J■ /MLA UNIIIP `! .La 11_, ■fir/ %MPIIII 'I1/iMIWAIII ENNEMENEWMialliZEIJIIIWYAMMI 1 IIIIIISe1 ■■■MLA 1M1M .. Ille11111E1111111211111111111121111•11MMMiii 11 /1 ■VIIMME1EI1r1N1I.y'► MI � TRMI ■Irin " ■ ■1■1 I�1iifLg�1 NOTES' 174 DuQuesne & Associates, Inc. Consulting Engineers Engineering, Testing & Environmental Services Laboratory Compliance Letter The PA 106 test reported in report No. 1 0 2 42. has been performed in full accordance to the requirements of Dade County, with no deviations. 7821 S.W. 24 Street, Suite #104, Miami, Florida 33155/Telephone (305) 264 -1425 Fax (305) 264 -1426 f .k APPROVED: Square Ft. 9 Date: Signature of owner and /or ** * PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / f 57 Date Legal Description ,,/ ZeoePZ,:e"-Z4 `- � Own er�/ Lessee / Tenant � ir,-v `� Master Permit # 3 K� (1 Owner's Address ) 7(1 ,E ;9J 572 .40 &/ 31 /.7. Phone 7(.�¢' › 3 Contracting . !// � /U Address /1 /v � / . 6)44 GV, Qualifi //2- /C -SS# Phone State #aea276rsJMunicipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address ROOFING` PAVING FENCE SIGN Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC WORK DESCRIPTION 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 con ion and zon: ,' Furthermore, I authorize the above -named contractor to do the work state ondo President W�ii, ) _ °�* ►/7 "OFFICIAL sew"; 9' 1 z 4 { My Comn�i n rub 1 7 Notary �- t '� rub My Commit®au�2'i�� Expires: FEES: PERMIT / 11, RADON Fire Zoning Buildin Mechanical Estimated Cost(value) eo gnature of Cont• =ctor or Owner Builder Date: „d �! t "OFFICIAL SE r i. s: �.:,,,,• 4i Notar rI : ' .V' i � .i'r • �'i if Builder My Comm aten Expires: * * C.C.F. k • * NOTARY TOTAL DUE 3 - I Tax Folio * * * Other * ** Electrical Plumbing Engineering ;air: I t IU DADE 4"" GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAP Ruberoid Roofing Systems under Chapter 8 of Metropolitan Dade County Codc governing the use of Alternate Materials and'fypes of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building • ivlatc►ials 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 011ice to be used in Dade County, Florida under the Specific Conditions set for ill in pages 2 et seq. and in lire Stand►ud Conditions detailed on page 3. The approval shall be valid fur a period of tluee 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 fir''s- c o, ent o roof system. ACCEP'T'ANCE fro: 93 I130.U4 LXPIRES: UEC 1 3 1996 • 1\.IPRO VEu: Jle 1 3 199 l'ROI)UCT CONTROL NOTICE OF ACCEPTANCE "PLEASE NOTE**. METROPOLITAN DADE COUNIY, FLORIDA' — METIIO -DADE I-LAGLER 13UILDING UUILUIIIU CODE COMPLIANCE UEPAUrMEItT SUITE 1603 MEMO-DADE FLAGLEfi BUILDING 14U WEST F1-AGLEn s1 nEE_T "A". 1 1.01110:\ JJ IJU• ItIO (305) 315 -2901 FAX (305) 375.2900 • it Diamond, P.E. roduct Control Division Supervisor TJfIS IS THE CO \'ERSITI..E'T', SEE AJMITIONAL PAGE'S FOR SPECIFIC MW GENERAL CONJ)1'1'1ONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Couuuiltec to be used in Dade County, Florida under the conditions set forth above. �' ►' Charles Danger Building Code Compliance Dcpa►truent Metropolitan Dade County ' A (10 [JADE 7 two 2. Any revision or change in the materials, use, or manufacture of the product or process shall - aulounalically be CaIISC for tctiuivatioi►, unless prior approval is granted for revisions or change. S. Any uusltli:Ilitututy pelliutul :wee of this product or prose :41,in a change ill Code provisions shall b1 grounds for re- cvaluatioii. This acceptance shall not be used as an endorsement of any product for sales or advertising • Extension of Acceptance may be considered after a new application has been filed and the suppuiOng data, test lep011 no older than ten (10) years, have been re-evaluated. All reports of re-testing shall bear the seal, signature and date of an engineer registered in the State of 1101 ida. ti • . Y 4.. • • METf1Of'OLI'I'AN DAVE COLIN FY, f LOfIID,\ ME I I (O -DADS FLAGLE i i BUILDING . l3UILUING CODE COMPLIANCE UEI'AnrMEN SUITE 1603 MEMO-DADE FIAGLEfl [BUILDING 140 wes 1 STREET MIAMI, PLOVIIDA 33130.1563 (305) 375 -2901 1 (305) 375-2900 NOTICE OF ACCEPTANCE: S'I'ANDAIW CONDITIONS pw posts. 5. The Notice of Acceptance number preceded . by the words Dade County, Florida, and followed b th expiration date may be displayed in advertising literature. Nally portion of the Notice of Acceptance is displayed, then it shall be done in its entirely. G. A copy of this approval as well as approved drawings aucl other documents, where it applies, slia be provided to the applicant by the manufacturer or his distributors and shall be available for inspections at the fob site at all tile. The prints need not be re- scaled by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Ileiiised 9 -2U -93 ,il Dhniiond,1'.E. Supervisor • Product Control Division Trade Names of Products Manufactured by Applicant: Gafglas® Ply 4 Gafglas® Ply 60 Gafglas® Stratavcnl® Perforated X3 1 Gafglas® #75 Rubcroid0 Torch Gt anulc Acceptance Number: 93- 1130.04 Approved: j [[C 1 3 1993 Expires:. ITC 1 3 1996 Ruberoid49 20 FR is a lire rctaidant polymer SI3S 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 sizc: 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® Stratavent® Pcrforalcd is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gallas® Stratavent® Perforated is surfaced with 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'. Gafglas® #75 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. 1tubcruid0 '1'urch Gtauulc is a modified bitumen membrane with a polymer asphalt coated polyester mat. Rubetoid® 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'. ► ;I�; G/11 11/1S® Specifications N- U-4 -C/I'6 anal N -U -4 -C 6?'J.'YII!L.r7D!A °:! !_'.5. 1 °:s ^P.:.T�n7�!!:.T! x°.'77'r.l�! 7' n�".' RSFILC/ aT ..JimEuriurrurra.M:!L:ivzuv SZifs`vntra!3os.!n T1TL'=NrEr.$ Lr rami v�r nun. u , I OPlA I f U Ilalla6la tJ tk 1. / . • `heali,bip I'aI1O 01 inquhid) 2' Shin Op 1,1A1 111A3 (lase Wine! (see haluv:) NuwU(, Suu(Ii, anti West Zones Nailablo flecks up lu 0 Inches poi luul slug!, uxcepl Iui Iiphlweighl Insulating cunciolo decks which me limited lu a maximum slope ul 1" per lout. Wuud, • plywood, puur00 9ypse11 piecas( planks, ulhw accildab10 p1ecasl . mailable decks. fur lightweight insulating condole, see pagu 0. _Illalerlals Sbealldng paper (1 ply, it !equaled) • GAA•GLAS Hasa Sheol' GAtG1AS Ply (3 piles) GAF Ilucnng Asphalt • tntelplluS Sdrlacc Cualhiji' ?;'`:• • . GAF special Iluuling Ulldinoii . • GI Maly tibered Aluminum Coaling GAF WEAI I IEII GUAI Emulsion • fl•H -4 C 0111 COOS i•ly Apptuximidi] Welghl Per Swim 1 1.09 lbs. ' 33 lbs. I utal 172 lbs. —� 6(ipaantees Available -- - -- - . _ N- H•4 -C /l'o 1 ighlw0llIlll lu tilatinl Cuncrolo. Ciee page U.) . : 2,10, I0, 515, 5 yr. Specifications Gunoial Application loculnmcurlallnns detailed un pages 17 -2U shall apply In addillun lu Ilia Iulluwing 1econnn0ndaAns and specilicaticns. 11pplicailun of iluuiing meminano 1. Over cultic) suit ;ice, lay ram ply 01 shuallJrgl paper whore opplicablu. Lap - caclr 5110012 Inches over plecuding siwol. Nail sullielenlly lu 110111111 place. 2. Stalling at lino Iuw 'mint ul Iho iuul, Halt unu ply ut GArUTAS Base Sheol, lalgi1119 each shoot 2 Inches at odgos and nul Toss than 6 hullos al end laps. Nail alung lap ut base ply al Iileivals nul lu oxceed 9 Inches and Maggie-nail down center ul shout 111 two iuws with nails spaced Di 10 inch hileivals in each tut+. Usu laslmiets with Integral inelal heads al least I inch In (Hamelin ur square Mal are iecunime ndod by GAF ur the duck IIIanulacluIer. (Soo 'Special Inslruellun 12' below.) • 3. Stailb11 at I110 low point of Iho rout, mop Mice piles ul GA GIAS Ply shingle lashiun; lapping each sheet 24 3/4 Inches over Iho 'acceding sheet; solidly nnupped lu lhu underlying base shoot turn °yid° lour plies over Iho enlilo soul aiva. Asphalt Iloqulreruenls • Inlcrply muggings ul GAf Iluuling Asphalt must bo applied 111 a continuous film and shall consist ul appruxlmaloly 25 pounds per IUU square (eel of root al ea with a luleimice nut to oxceoJ 20% plus ur minus. the pppiupdate asphalt lur Iho slopes Invulvod n bu used. Stupo per iuul *; 'Asphalt Typo Uptu3' ' • Sleep ASIM Typo III 3'_ g• . 11 r -sleep AS I M Typo IV tin slupes up to 'h Inch put lout, flat AS 1 M 1 ypo 11 may be used except In flui luxas, Nuw Moxicu, Marna, and Califoinia. Surfacing (Ivor the enlhe stu taco, apply a minim coaling. Glumly f 'bared Aluminum Coaling, GAF WEAI IEII GUAI" Enmislun or GAF Special flouting UI(umun may bo used lur smlacIng.,(Soo'Cuatbigs lur Smuulh Surlacod Iluul Systems; papa 20.) Special Uishuclluns ° 1. See recommendations fur Uso over gypsum docks on page 0. • 2.Acceplablu GAfGLAS (laso Sheets Includo: CAIGU\S SIi1AiAVENI" (Vent I'ly) lot Mailable docks pequhed lur heshly pureed gypsum decks), GAiGIAS /76 (lase Shout, GATGLAS" PLY 6 ", and CAI GLAS Ply 4. for wood decks, and shuch wuud fiber decks it GAIGU\S I'ly 4 ut PLY 6 Is used as a base sheet, sheathing paper Is implied. 3. Soo 'Nailing ul Base Sheol; page 24. 4. fur tool slopes of 1 finch pot luul or niuto, all piles nntst bo back - nailed 4 inches In 00111 the loll !duo. scu 'Inslallaliull un 5100p cools; page 9. UL elassilicatIon UL Class' Stniaclnu • •Substrate_ • • Slope GWCE : • NC. 1' GWCE • C. • 1 /1 GS110 C • '/' UL Char) Key . 1. Sin lacing UFAC a Glumly Filmed Aluminum Coaling • GWCE a GAF Weather Coal Emulsion GURU a GAF Spoolal Ituullug Ultumon 2. Suhshalo C e Cumbustlblu and NuncumbtrslIldu Cumbustlblu Wuotl planks, boards. otc., plywood (min. 15/32 Inch thick- ness), oelaeled stiani buanl (min. 1/2 Inch lldcknoss). iIC = Noncombustible only Nuucumbusliblo a Steul, pureed ur precast sbuetural concioto, lighlwolghl Insulatlnu cum ulu, gypsum, sbucluta` wuuJ labor. otc. 3. Slope Maximum slope Inches pct luul. • !'