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ROOFING
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.. Registered Architect and /or Engineer ........ ... .. Name and address of licensed contracto ____ 2 e ` l _ l 6 Location and legal description of lot to be built on: Lot Block Subdiv' io e Street and Number where work is to be done 1_ State work to be done and purpose of building (by floors) `Y jy C . e� Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date. Building Inspec .r Date LANNING BOARD DATE l Street ,19. -/ and for no other purpose. New Building Remodeling Addition Repairs No. of Stones To be constructed of Kind of foundation Roof Covering G� Estimated Total cost of improvements $ /6, vV 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 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 cinder 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) • - STATE OF FLORIDA, COUNTY OF DADE. j ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. , - / Permit No / Date 'Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be wade 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 workmanship. 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 Mar 25 , 19. 69 Owner's Name and Address Shelton T o o me r No 1266 Street N.E. 94th St. Registered Architect and /or Engineer Name and address of licensed contractor O b e n o u r Roofing C o. 7352 N o. Miami Ave . Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1266 N. E. 94th St. State work to be done and purpose of building (by floors) Remove t i l e and gravel Replace with 1 -30 lb. felt, 1 -90 lb. slate and On flat sections 4 ply asphalt and gravel. New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ 1890.00 Disapproved ____ _ ( Signed) ! MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspe PLANNING BOARD Addition Roof Covering 6.00 DATE Miami, Fla. roof on main house. white shingle tile. and for no other purpose. Repairs No. of Stories 24 sqs 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 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, Pennanent 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 s h public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon tors, on work to .er ed under this permit, as are licensed by Miami Shores Village. Q Remarks (Signe. /.'_ f_L/: 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- 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 ? 7 3 Date � 7-C,7 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Chairman Member 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 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. BUILDING INSPECTION DEPARTMENT Owner's Name and Address MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby wade 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 ■'illage, 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. 51,f L081 7 ..._.._ Registered Architect and /or Engineer Name and address of licensed contractor &UT! .._ C0Ffi (.-D j/t/C • — , O1 /vw 7/ 575 fl wi / Location and legal description of lot to be built on: Lot Block Subdivisiion Street and Number where work is to be done 1216 /NE 99 .5T; NEW Roar an/ Ad nom/ /-93 / is n NSvGr� A od State work to be done and purpose of building (by floors) / � _....__._. i 3 -/. _+ C-i /BFI- — (-- -1 and for no other purpose. New Building Remodeling Addition V Repairs No. of Stories l ¢ 0 57ear To be constructed of Kind of foundation Roof Covering t^f?Av E t'_ Estimated Total cost of improvements $ / Q / 0 as Amount of Permit $. s�'UD Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Mfaxiunum 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, 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 ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performe under this permit, as are licensed by Miami Shores Village. \ 1 / .. , � , `1/4--___ r � 0 Remarks._._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - -- 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 _9 true. ' �, — '� Permit No..... ..a Date Read, Sworn to and Subscribed before me. Disapproved (Signed) .._'4 qq Date..._ _..__. - ,191 No.. ..._ Street A ! s1 ~' 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 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 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. _IF Estimated Total cost of improvements $ Zone cubage required_____.__ Disapproved ( Signed) OW ca J co D Building Insp �c`�o Chairman Member Member 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 4✓ e..._s.J.L;;__ B m'5' , 19 Owner's Name and Address in g r LOO A-0 No 6t- Street ' 9 y �' Registered Architect and /or Engineer Name and address of licensed contractor_ _ - L Loy 0 C P AT ou/ i' 78 Location and legal description of lot to be built on: Lot_______ _ Block Subdivision Street and Number where work is to be done 0 1\1 CI State work to be done and purpose of building (by floors) .._ E AA- c v E 4 - P � rire and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Amount of Permit $ _flan 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 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 5986, 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) / - G,L; , STATE OF FLORIDA, COUNTY OF DADE. j ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ' V? 3 Date � - Z 3 '� ° Read, Sworn to and Subscribed before me. ANNING BOARD DATE Notary Public, State of Florida My Commission Expires 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 Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper n•)tice for inspection or faulty materials and /or workmanship. DATE COMPLETED r L- c Cflysirand £ @or ROOFING & SHEET METAL CONTRACTORS 230 S. W. 17th AVENUE - MIAMI 35, FLORIDA Phone FR 4 -4128 Miami Shores Villag Bldg. inept. Attention, Mr. Bradford 10050 N. E. 2 Ave. Miami Shores, Fla. Pelt fir: Mrs. Bloom Address: 1266 N. E. 94 St. Miami, Fla. Jobe 1266 N. E. 9h St. Ramove tile at the leak area. Replace felts. Be et new tiles. Area involved 50 sq. ft. This is a hip roof. Price for this work $75.00 Ny©trand Lloyd Corp., Contractor Thank you. TERMS: CASH ON RECEIPT OF INVOICE DATE August 23, 1966 7 J DESCRIPTION OF JOB DEBIT CREDIT Pioneer Roofing Tile, Inc. DBA/ Pioneer Concrete Tile 1340 S.W. 34th Avenue Deerfield Beach, Florida 33442 Approved 05/17/94 PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing shall be incurred by the manufacturer. Product No.: 94- 0323.37 Acceptance No.: 94- 0323.37 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of the Hacienda tile profile under Chapter 8 of the Metropolitan Dade County Code governing use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the Standard Conditions attached provided the tile systems are approved in strict compliance with Protocols PA 118, 119, 120. This approval supersedes all sections of previous tile approvals which reference Chapter 34, Appendix X, Systems 1 -3. Appendix X has been redesignated PA 118, 119 and 120 of the South Florida Building Code. This approval shall remain valid until implementation of the 1994 revision of the South Florida Building Code. The Building Code Compliance Department reserves the right to secure a product or material at any time from a job site or manufacturing plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product should any amendments to the South Florida Building Code be enacted affecting this product. Gil iamond, P.E. Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVER SHEET. SEE ADDITIONAL ORIGINAL APPROVAL FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. "7 Charles Danger, P.E., D`ulector Building Code Compliance Department Metropolitan Dade County Length 17 -1/4' • Height 2 -1/16' • Product Detail Product Control No.: 94-0323.37 Width 13 1 2 Light Conv. 6.9 9.1 • u)F tiO/ 1 774 1L:04 iU7b01 J4 J. • Product Dimensions Test Specifications Shake or Slate 17W x 13" PA 112 Ha Rustic Shakes Trade Names•of Products Manufactured or Labeled by Applicant Spanish "S" 17 -1/2" x 13" 17'/." x 13" 17 -1/r x 13" BIELER NORTH r1IAMI PAGE OF, Product Control No Product Description interlocking, high pressure, flat, extruded concrete tile with a wide ridged and grooved sidelap; has two cast -in nail holes. PA 117 Interlocldng, double roll, high pressure extruded concrete tile with two cast -in nail holes; has a wide ridged and grooved ride lap. PA 112 Interlocldag. flat with scored surface, high pressure extruded concrete tile with a wide ridged and gocwed sidelap; has two cast-in Mil holes. PA 112 Interlocking, Mission S- shaped, high pressure extruded concrete tile with a wide ridged and gooved sidelap; has two cast -in nail boles. • Product M30 Felt P-43 Base Sheet Mineral Surface Cap Sheet Asphalt Primer • Trade Names.of Products Manufactured byy00 leers () gPE • Dimensions Test Specifications ASTM D 226, type If ASTM D 2626 ASTM D 249 ASTM D 41 escri don Manufacturer Saturated organic felt to be generic used as a nailed anchor sheet. Saturated and coated organic base sheet for single ply underlayment. Mineral surfaced asphalt roll roofing. Cut back, asphalt based coating used to facilitate adhesion of dissimilar materials. - prere Treated wood battens. • .-00000.55. - " Gil Diamond,, .E. oduct Control No. • generic generic generic Mopping Asphalt ASTM D 312, Asphalt for bonding the generic • type III or type mineral sulfate cap sheet ]v to the base sheet. Flashing Cement ASTM D 4586 . Cut back asphalt based, generic fiber - reinforced trowel grade cement for flashing and repair applications. Valley Flashing in. 26 ga. x 16" ASTM A 525 Galvanized steel valley generic g flashing. Drip Edge Min. 26 ga., 2" x ASTM A 525 Galvanized steel drip edge. generic 2" . Wood Battens Min. 1" X 2" for LP - 2 horizontal, 1" x 4" for vertical generic R Nails - Mxn. 12 ga. x 1" ASTM A 641 Corrosion rests roobl9R generic • - . • - - • Tile Nails 6/0■1994 12:54 3056519293 Tin Caps . Mln. 32 ga:- x 1 -518" - Hurricane Clip PA 114 Galvanized , bronze, aluminum, plastic, or stainless steel attachment clip for high `vind'areas. Hurricane Clip Fasteners Tile Adhesive .4 • ' • Min. 11 ga. - • ASTM A 641 _ . • Corrosion resistant nails. generic • Nail heads shall exceed the size of nail holes in tile. Rg x 2" PA 114 Compatible fastener for generic • clip AS D 3498 Structural bonding . • Ohio Sealants,.lnc. adhesive for roof tile. BIELER NORTH MIAMI PAGE 07 Lorrusw►R cucu ar KI LL• :Lh. discs. . • • 4.6t) Q0 G - Gil Diamond, generic • • 01.L.3/1994 12:54 3 056519293 Test Agency Construction Research Laboratory, Inc. Professional Service 0395 -00074 Material Properties Test - 10/16/91 Industries, Inc. (Water Absorption and Breaking Strength) BIELER NORTH MIAMI PAGE car, . Test Reports Test Identifier 05750 05749 Wind Driven Rain 02/25/93 Infiltration Resistance 05613 Wind Driven Rain 04/01/93 Infiltration Resistance 05613 Uplift Approvals; Static 04/02/93 Pressure Structural Uplift Resistance • ioo Test Name /Report Wind Driven Rain Infiltration Resistance Product Control No.: Date 02/26/93 • • • A Metabolic; Deck Type 1: Deck Description: Slope Range: System A. Uuderlayment: Vertical Btaseams: Haimual Batton: Roofing - Ma7dmOSt Actodynamia Moot: • 727 °15. -1994 09: aflfil Systems Wood, non - insulated New cmtstrocdon. 19/31' of greater plywood or wood plank. 2 ":12" to c4 ":12" Product Control No My approved No. 30 or No. 43 organic anchor sheet. Head bps shall be minimum 2 ", side tape shalt be minimum 6'. Nails and do caps, two (2) rows staggered 12" pid. 6' o.c. at the laps. Any 'proved mineral stufaeed rolled roofing applied in hot asphalt or cold process trman (See Model The Specifications). Head Laps shall be minimum 2', side laps shall be tednintum 6'. Vestfal banana,sbsa be Walled on roof elegies of 2 ° :12' to «':12'. 11th 1 • x 4' pressing treated lumber. Battens shall be set in a max. 1/1' thick continaou* bed of coampadble flashing eat and second Omagh the sheathing into the trop cord of the tzars with approved fistaexa. - Hnrtxoatrcl battens *all be breeched on ma[dupes of 2' :12" bD 44': Horizontal betters shall be installed over the waded battens. Henan shall be spaced to show fbr a 3' mini mm head bop, unless an approved beadlap co Son which his been tested for toter is used. Batten afao shall be nominal 2' x 2' or 1 • x 4'. A11 battens shall be meson treated or deco residua lumber and shall be toadied In strict compliance with the ountifeentreee apptieadoa inetrucdoos end the Metro-Dade Model Nail-on Tile specie eatioa The tile system' shall be installed In cornirbance with the Metre Dade Count/ Model Nail-on Tile Specification (Appendix 'X of the South Florida Building Code), utilising the eomptmeou listed in the 4radac o Wane set 6xth In this Product Control Approval. Applications, as detailed in the test reports,, are canton* with the application methods stated in the ate ition talon fluid model won. To be completed by May 30,1994. Refer to Uda itadoa No. 6. Per re-roof appllrattloes,1.5/32' plywood Is an temptable substrate. - 375 2900 P. O2 • • • 0/1994 12:54 Deck Type 1: Deck Description: Scope Range: System B. Underlayment: Fastening: Membrane: Vertical Battens: Hotzontal Battens: Roofing Tile: Maximum Aerodynamic Overtuning Moment: Comments: - Wood, non - insulated New construction, 19t32" or greater plywood or wood plank. • 2 " :12" to <4":12" 3056519293 BIELER NORTH MIAr1I PAGE 10 Any approved No. 30 or 14o. 43 organic anchor sheet. Head laps shall be minimum 2 ", side laps shall be minimum 6 ". Nails and tin caps, two (2) rows staggered 12" grid, 6 "o.c. at laps. Any self - adhered single -ply underlayment approved by the Chief Product Control Compliance Officer, installed in strict compliance with the Product Control Approval. Vertical battens shall be installed on roof slopes of 2 ": t 2" to <4 ":12 ". Min. 1' x 4" pressure treated lumber. Battens shall be set in a max. 1/8" thick continuous bed of compatible flashing cement and secured through the sheathing into the top cord of the truss with approved fasteners. Horizontal battens shall be installed on roof slopes of 2 ":12" to <4 ":12'. Horizontal battens shall be installed over the vertical battens. Battens shall be spaced to allow for a 3' r iinimam head lap, unless an approved head]ap configuration which has been tested for water infiltration is used. Batten size shall be nominal 2" x 2' or 1" x 4'. All battens shall be pressure treated or decay resistant lumber and shall be installed in strict compliance with the manufacturer's application instructions and the Metro -Dade Model Nail -on Tile specification_ Ile tile system shall be installed in compliance with the Metro Dade County Model Nail-on Tile Specification (Appendix 'W' of the South Florida Building Code), utilizing the components listed in the Products Listings' set forth in this Product Control • Approval Applications, as detailed in the test reports, are consistent with the application methods stated in the execution section of said model specification. To be completed by May 30, 1994. Refer to Limitation No. d. For re -roof applications, 15/32" plywood is an acceptable substrate: •o00009 'iii/08/1994 13:08 3 056519293 14. The following documents were submitted with the application_ Product literature on the following profiles: Hacienda Rustic Shake Spanish 'S' Shake Slate 9" Flat 2 Peke Barrel Spanish 'S' Product profile drawings Application Instruction BIELER NORTH MIAMI PAGE 01 ACCept8I1Ct Numtreg: • 116/08/1994 13:08 3056519293 7r .s_ • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, ' test reports 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 Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or p change in Code provisions shall be grounds for re-evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising puiposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 11 any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for.permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need -not be re- sealed by an engineer. 7, An annual certificate confirming listing with Factory Mutual Research and Underwriters Laboratories or such other listing agency approved by the Office of Code Compliance shall be submitted on or around the first of April annually, 8. Failure to comply with Standard Conditions shall be cause for termination of Approval. • - GOG017 BIELER HORTH MIAMI PAGE 02 BUILDING COOE COMPLIANCE DEPARTMENT .surr6 180 •Mt= 1'RO•bAOE FLAGLER WADING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1553 . • (305) 375-2901 . FAX (305) 375.2909 Diamond, P.5. roduct Control DIvision Supervisor • 1!6/03/1994 13:08 FIELD TILES • . TRIM TILES Hacienda Hacienda 3056519293 BIELEP NORTH .IIAMI UNIVERSAL RAKE Hacienda, Shake, Stale Trim Shake or Slate PAGE 0 HIP & RIDGE • • • • 1 13:08 3056519293 BIELER NORTH tlIAMI PAGE n9 maximum 12" an center approximately from top edge of felt. b. Apply each succeeding course in same manner, allowing minimum 2" headlap. c. Overlap hip and ridge minimum 6 ". d. Insure weave pattern in valley or trim maximum 4" past nail penetrations. When using preformed valley metal seal edge of 901 felt with plastic roof cement and membrane. e. Hot mop or cold process all metal fleshings and roof protrusions in order to insure weather tightness. Do not•hot mop over plastic roof cement. f. Trim any felt overhanging at eave and gable. Cut any fishm oaths and seal with plastic roof cement and membrane. h. Apply plastic roof cement or hot asphalt along edge of felt wherever it meets wall bases. B. Two -ply underlayment for pitches above 6/12. Cold process or plastic roof cement may be substituted for hot asphalt. 3.03 Hacienda, Spanish -S, Rustic Shake and Flat Tile Installation. A. Layout - Horizontal. 1. Chalk horizontal lines beginning one tile length from eave less desired overhang. Overhang should be 3/4" to 2" depending on tile type, use • of gutters, or other functional requirements. 2. Chalk succeeding lines to accommodate minimum 2" headlap on all except Rustic Shake. For .Rustic Shake, chalk lines to accommodate minimum 21/2" headlap. 3. Increase ► headlap when necessary for equal course spacing. B. Layout - Vertical. ** *SELECT ONE * ** 1. Staggered /cross bond - recommended for flat tile. a. Gable end, 1. Chalk vertical lines one full tile and one half tile width from starting gable. g. -7 1," • • 06/08/1994 13:08 3056519293 C. 2. Chalk additional lines as necessary to maintain alignment, b. Hip roof. 1. Chalk vertical line 90 degrees from eave line. 2. Chalk second line parallel to first to accommodate staggered /cross bonded tile. 3. Chalk additional lines as necessary to maintain alignment. 2. Straight bond - not recommended for flat tile. Gable end. 1. Chalk vertical line one full the width from starting gable. 2. Chalk additional lines as necessary to maintain alignment. Hip roof. 1. Chalk vertical line 90 degrees from eave line. 2. Chalk additional lines maintain alignment. Roof Tile Installation. 1. Stack tile to facilitate minimize tile movement. 2. Eave treatment. ** *SELECT ONE* ** a. Prefabricated eave closure - strip along eave. Thickbutt tile - install thickbutt tile along eave. a. b. b. c. d. BIELER NORTH MIIAMI PAGE 10 as necessary to installation and install closure Mortar eave closure - start at lower lefthand corner (facing down roof). Install first course of tile elevating eave edge of tile with color coordinated mortar. Point and provide weep hole flush with deck to allow drainage and ventilation. Raised fascia /wood starter strip - 1. Install Type 30 felt as per Section 3.02 A.1. • • • n6/013/1994 13:08 3055519293 BIELER NORTH MIAMI PAGE 11 2. Install fascia board approximately 1 -1/2" above roof deck or 2x2 wood starter strip at roof edge. 3. Install tapered cant strip behind fascia /starter strip to support metal flashing and mortar. 4. Install anti- ponding metal flashing of sufficient width to insure positive drainage over fascia /starter strip. Nail top edge of flange onto roof. 5. Apply 90# felt as per Section 3.02 A.7. e. Install under eave starters for each eave course to set first row of tile. 3. Starting at lower lefthand corner (facing down roof) install first course of tile. Make certain that all tile overhangs drip edge evenly along entire course and at same height when using mortar to elevate first course. Hacienda, Spanish -S, and Flat Tile. Set tile in bed of Type "M" mortar. Apply full 10" minimum length ason trowel full (approximately 4 to 5 pounds dry weight) of mortar vertically under pan /flat portion of tile. When tile has more than one pan /flat portion, place mortar under the pan closest to underlock of previously installed tile. For flat tile, place mortar adjacent to underlock of previously installed tile. Mortar should be placed from head of tile in previous course to within 2 " -4" from head of tile being set. Make certain mortar is not placed under lugs, head of tile, or onto the underlock of adjacent tile, which may create a tilted or cocked tile. Cut /break tile for proper staggering of tile courses when using the staggered /cross bond method of installation. c. Set tile y in stepped course fashion or in a horizontal and /or vertical fashion when utilizing straight bond method. d. Lay succeeding courses of field tile in same manner. Bed of mortar should make contact with head of the lower course -+f tile and underside of tile being set. b. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / 1 Date 69 �'� /4- ob Address � � � � `� e� Tax Folio // " 3 20 5, o/O Legal Description &f °J ELL) ,6 O' 4, AOT ) `rJ �aC �.� Cr La Owner's Address /e."(vl4 4.)E, Owner / Lessee / Tenant Contracting Co. i ' 906/7 )G-% Qualifier f1 /ch / afp16/�1 ./ SS# /?( State #� �- S 1 ' J inicipaI # Competency Architect/Engineer Bonding Company Permit Type(circle one): BUILDING WORK DESCR I gT I ON /� J . ID /6?1 Y Square Ft . �G " r / �L Signature of owner dnd /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: ** * *�4` :E+. :�iJ ^�.* nix ^, 9C * FEES: PERMIT 1 RADON C.C.P. APPROVED: Fire * * * Zoning Buildin Mechanical Plumbing Address Master Permit !f ek " Phon Phone qa � - �� '2 Ins .Co ./L/6 1.1 V )�Cf'7L[G�l� Address y Address Address ELECTRICAL PLUMBING MECHANIC / ROOFING PAVING FENCE SIGN 6J f . /'P `e` (lii i_l_ , f rak- kilor 4c 7791./6te Estimated Cost(value) 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 construc on and zoning. F} ,'ermore, I authorize the above -named contractor to do the work stated. Signa I e s Contractor or 1 -r- Builder Date: 4iovez /3 Not ='y as to Contractor_ rr.Awnar-Builder My Com11 Valv,.iks :a 04, ' '195 BOXII0 AS AS :d�S3 4\ it .C1 * * * * * * ** NOTARY TOTAL DUE . !q , Other Electrical Engineering L NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 11- 3205 -01 0 -0170 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: Miami anti F 1 C Ft of Lot 20 1266 N.E. 94th Street 2. Description of improvement: New roof 3. Owner(s) name and address: Ri 1 1 C LIP TvPgar Interest in property: A-5 9 Name and address of fee simple titleholder: 4. Contractor's name and address: . .O() 7() at. v-f&_ J- 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /6.Z 74 /I Signature of Owner Print Owners Name B i l l C. Henegar /Wa 1 1 is Cox- Henegar Sworn to and subscribed before me this [v day of Su (\e . 19 qq. Notary Public )-< Rd± Q1 Print Notary's Name A r le el r V. 2i ill 1 My Commission Expires: at.) SO') + I Tr 19 c r 94R282309 1994 JUN 09 15:24 Shores Bay View PB 40 -16 Lot 19 -rd Wa11i� Cox Henegar v . T(36'. 0 STATE OF FLORID-%, COUNTY 0. DADE 1 HEREIY cE2ui', fr. rh ?s .. c 4 c�:y of the � : � .: d °, of w.TNESS y h: n•j ;� otri.,i I Seat. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(11(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: Address: e) LQ - Zr-ve c.f .61A, ki(3o Z c TAMKO MOD1F16DS Ho Asphatt Torch ROOFING PRODUCTS 4; • • INSULATED DECKS t01FR Awaplan Premium FR 101 Awaplan Premium 1011111 Awaplan Real Welding (REGIONS 1, 2, & 3) AWAPIAN MEMBRANE Material Re uirements 801FR Awaplan 190 FR waplan 170 TYPE 111 OR TYPE IV ASi'I I AMKO BASE PI Y INSUTA AM - GLASS PREMIUM, TAht - PLY IV, or BASE N - PI.V Fiberg ass ee I Ply TAMKO AWAPLAN MEMBRANE (Options Below) 1 Ply 101FR AWAPLAN PREMIUM FR 101 AWAPLAN PREMIUM 101HW AWAPLAT`L IF T WELDING 201FR AWAPLAN 179 FR 201 AWAPLAN 170 Asphalt (Per 100 sq. ft.) Approx. 46 lbs.' 'less 23 lbs. when AWAPLAN HEAT WELDING is selected as the membrane Slope: Positive drainage up to 3 in. per linear ft. For slopes above 3/4 in. per linear ft., fastening of the AWAPLAN membrane is required (see Section 9 0). Deck The deck should conform to TAMKO general requirements (scc Section 4.0) Insulation: The insulation should be installed according to the manldacturer's specifica- tion in the thickness regnired. The insulation should conform to TAMKO requirements. Polyisocyanurate and expanded polystyrene must have an overlay of a minimum 1/2 in. fiberboard, perlitc, or fiberglass roof insulation (see Section 6.0). Asphalt: The asphalt should be certified by the manufacturer to meet AS1 M D•312, Type 111 for slopes up to 1/4 in. and Type IV for slopes up to 3 in. (see Section 11.0). Base Ply: Starting at the low point of the roof, install 1 layer of TAMKO GLASS -BASE, TAM -GLASS PREMIUM, TAM -PLY IV, or BASE -N -PLY, side lapped 2 in. and end lapped 4 in Apply at a right angle to the slope of the roof. Solid mop to the insulation with approxi- mately 23 lbs. (t15%) of specification asphalt per 100 sq ft. (see Section 8.0). AWAPLAN PREMIUM FR / AWAPLAN PREMIUM / AWAPIAN 170 FR / AWAPLAN 170: Starting at the low point of the roof, install 1 layer of TAMKO AWAPLAN membrane, side lapped 4 in. and end lapped 6 in. The AWAPLAN membrane should be solidly adhered to the base ply (pressed into the hot asphalt) with approximately 23 lbs. (±15 %) of specifica- tion asphalt per 100 sq. ft. The asphalt should be above 400°F at the point of application and mopped no more than 4 ft. in front of the roll (see Section 8.0). NOTE: AWAPLAN PREMIUM FR AND AWAPLAN 170 FR MUST NOT BE INSTALLED WITH A PROPANE TORC11 OR OTHI)R I1EAT WELDING EQUIPMENT. AWAPLAN IIFAT WELDING: Starting at the low point of the roof, install 1 ply of TAMKO welding grade AWAPLAN, side lapped 4 in. and end lapped 6 in. l he AWAPLAN should be solidly adhered to the base ply by sufficiently heating the hack side with a torch at the junc- ture of the base ply and the AWAPLAN roll to fonn a bead of melted asphalt as the AWA- PLAN is rolled out (see Section 8 0). Flashing: The flashing material must be a TAMKO polyester minion rcl Modified asphalt Bashing material (sec Section 30.0). U.L. Requirements: Contact TAMKO for information on IL.I.. systems requirements. INSULATED DECKS 108F71 Awaplan Premium FR 102 Awaplan Premium 10811W Awaplan Heat Welding (REGIONS 1, 2, & 3) AWAPLAN MEMBRANE Material Requirements TAMKO TAM -CLASS PREMIUM or TAM -PLY IV Fiberglass PIy Sheet ( 12 Sec Page 11 for 1 AMKI) Systems( iu,u1ntee n01 202FR Awaplan 190 VP 202 Awaplan 190 1 YPE 111 OR TYPE IV ASPI IAL l TAMKO rIBPRt ,1Y. PLY SIIEETS 2 Ph . TAMKO AWAPLAN MEMBRANE (Options Below) 102FR AWAPLAN PREMIUM FR 102 AWAPLAN PREMIUM 10211W AWAPLAN HEAT WELDING 202FR AWAPLAN 170 FR 202 AWAPLAN 170 Asphalt (Per 100 sq. ft.) Approx. 60 11,, 'less 23 Its. when AWAPIAN HEAT WEI I )ING is selected as the membrane Slope: Positive drainage up to 3 in. per linear (t. For slopes above M4 in. linear ft., fastening of the AWAPLAN membrane is required (see Section 4.0). Deck: The deck should conform to TANIKO general requirements (see Section 4 0 Insulation: The insulation should be installed according to the manufacturer's sirs • Lion in the thickness required. the Insulation should conform to TAMKO regtItI 1 Polyisocyanumtc and expanded polystyrene must have an overlay of a minimum Ili fiberboard, prriite, or fiberglass roof insulation (see Section 6 0). Asphalt: The asphalt should be certified by the manufacturer to meet ASlht 1) 312 L • 111 for slopes up to 1/4 in. and Type IV for slopes np to 3 in. (see Section 11 00 Fiberglass Fly Sheet 2 PIy Installation: Over the insulation, install 2 plies of TAMbt PREMIUM or TAM -PLY IV in specification asphalt. Starting from the low point al ti„• • apply an 18 in. width, then a full 36 in. width. Follow with full 36 in. widths, shiny, ion, lapping each ply 19 in. in such a manner so that at least 2 plies cover the ;mot e any point. Approximately 23 lbs. (±1516) of specification asphalt per 10(1 sq. It .1 used to en each ply (see Section 8.0). AWAPLAN PREMIUM FR / AWAPLAN PREMIUM / AWAPIAN 170 FR / AWAPI .1'.. Starting at the low point of the roof, install I layer of TAMKO AWAPI AN art int' lapped 4 in. and end lapped 6 in. The AWAPLAN membrane should be sohdl; the ply sheet (pressed into the hot asphalt) with approximately 23 lbs t.l of lion asphalt per 10(1 sq. ft. The asphalt should be above 400'F at the point of . and mopped no more than 4 ft. itt front of the toll (see Section 8.0). NOTE: AWAPLAN PREMIUM FR AND AWAPLAN 170 FR MUST No INSPAI.I.FD WITH A PROPANE TORCH OR OTIIER HEAT WELDING EQUIP,,,:- AWAPLAN HEAT WELDING: Scatting at the low point of the roof, install 1 ply of TAMi u ) welding grade AWAPLAN, side lapped 4 in. and end lapped 6 in, The AWAP1 AN sh solidly adhered to the ply sheet by sufficiently heating the hack side with a torch at the . tore of the ply sheet and the AWAPLAN roll to farm a head of meted asphalt as the PLAN is rolled out (sec Section 8.0). Flashing: The flashing material trust be a TAMKO polyester reinforced modified it- flashing material (see Section 30.0). U.L. Requirements: Contact I Alt KO for information on 11.1 systems requirements. ME� ADE PVIETRGPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Tamko Asphalt Products, Inc. (Awaplan) 220 West Fourth Street P.O. Box 1404 Joplin, MO 64802 PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Tamko Membrane Roofing Products under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratories, Inc., Factory Mutual Research Corporation, Southern Building Code Compliance International, and Underwriters Laboratories, Inc., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida un • r the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditio • - aile n p;f 3. ACCEPTANCE No: 93- 0525.3 EXPIRES: OEC 0 6 1996 APPROVED: DEC 0 6 1993 * *PLEASE NOTE ** THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 Gil Diamond, P.E. Product Control Division Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger ( J Building Code Compliance Department Metropolitan Dade County Manufacturer: Product Control No.: 93- 0525.3 System: Subsystem: BUR Type: Roofing System Type: SBS Contact: Trade Names of Products Manufactured by Applicant: Awaplan PremiumTM Awaplan Heat WeldingTM METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL Tamko Asphalt Products, Inc. (Awaplan) 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Membrane Roofing Systems Dodie Webster (417) 624 -6644 Ext. 257 Acceptance Number: 93- 0525.3 Approved: IOE 0 6 1993 Expires: IOEC 0 6 19g6 A 250g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. Roll weight: 101 lbs.; Dimensions: 33' 11" x 39 -3/8 ". Also used as a walkway material. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch. Roll weight: 96 lbs.; Dimensions: 25' 5" x 39 -3/8 ". Also used as walkway material. it Diamond, P.E. Trade Names of Products Manufactured by Applicant: Awaplan Versa- SmoothTM Awaplan Premium FRTM Versa- BaseTM Versa -Cap FRTM Versa -Base FRTM Acceptance Number: 93- 0525.3 Approved: . INC 0 6 1993 Expires: .DEC 0 6 1996 A 180 g/m polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. Roll weight: 100 lbs.; Dimensions: 33' 11" x 39 -3/8 ". A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. Roll weight: 98 lbs.; Dimensions: 33' 11" x 39 -3/8 ". A 250 g/m polyester reinforced modified bitumen membrane sufaced with granules. Applied by hot asphalt and also used as walkway material. Roll weight: 101 lbs.; Dimensions: 33' 11" x 39 3/8 ". A fiberglass reinforced SBS modified bitumen base ply. Applied by hot asphalt or mechanically fastened. Roll weight: 60 lbs.; Dimensions: 54' x 36 ". A fiberglass reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt. Roll weight: 87 lbs.; Dimensions: 36' 4" x 36 ". A fiberglass reinforced modified bitumen base ply surfaced with granules. Applied by hot asphalt or mechanically fastened. Roll weight: 60 lbs.; Dimensions: 54' x 36 ". I Diamond, P.E. Trade Names of Products Manufactured by Applicant: Tam -Ply IVrM Vapor- ChanTM Type 43 Base Sheet Tam -CapTM Tam -Glass PremiumTM Base -n -Ply Acceptance Number: 93 -0525.3 Approved: OEC p 6 1993 Expires: ILOEC U 6 1996 A fiberglass reinforced asphalt base ply sheet. Applied by hot asphalt. Roll weight: 44 lbs.; Dimensions: 180' x 36 ". A fiberglass reinforced asphalt base ply sheet. Applied by hot asphalt.or mechanically fastened. Roll weight: 72 lbs.; Dimensions: 108' x 36 ". A fiberglass reinforced asphalt base ply sheet bottom surface embedded with granules. Applied by hot asphalt or mechanically fastened. Also used to vent vapor pressure over insulating decks. Roll weight: 86 lbs.; Dimensions: 36' x 36 ". An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Roll weight: 85 lbs.; Dimensions: 72' x 36 ". A fiberglass reinforced asphalt capsheet surfaced with granules. Applied by hot asphalt. Roll weight: 83 lbs.; Dimensions: 36' x 36 ". A fiberglass reinforced asphalt base ply sheet. Applied by hot asphalt. Roll weight: 53 lbs.; Dimensions: 180' x 36 ". A fiberglass reinforced SBS modified bitumen base sheet. Applied by hot asphalt. Roll weight: 72 lbs.; Dimensions: 108' x 36 ": Trade Names of Products Manufactured by Others: Company /Applicant Tamko Asphalt Products, Inc. (Awaplan) METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION Product Name FM -90, FM-60, FM -45 SFS/Insulfixx® Tapcon ®, Roofgrip ®, Gripdek® #12 Annular Ring Shank 32 ga. (.010 ") x 1 5/8" Tin Caps ASTM D -312 Asphalt type III &type IV Deckfast #14 & #15 Tru -Fast #12 & #14 Con -Tite, Concrete Screw GaftiteTM Fasteners Olympic Base Ply Fasteners GlastfastTM & GlastfastTM Striker Rawl Drive & Spike® Zamac® Nailin Acceptance Number: 93- 0525.3 Approved: DEC 0 6 1993 Expires: Product Description Base ply attachment ES Products Insulation attachment Fabco /SFS Insulation attachment ITW Buildex Base ply attachment Generic Insulation attachment Insulation attachment Insulation attachment Insulation attachment Base ply attachment Insulation attachment Insulation attachment Perimeter terminator (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P. :OTC 0 6 1996 Manufacturer Generic Bonding and waterproofing Generic adhesive Construction Fasteners, Inc. Tru -Fast Olympic Screw GAF Corp. Olympic Manufacturing Group Owens Corning The Rawlplug Company, Inc. The Rawlplug Company, Inc. 1 System Description: Tamko built -up systems have been marketed since 1944. Acceptance Number: 93 -0525.3 Approved: DEC 0 6 1993 Expires: DEC L 0 6 1996 Tamko Awaplan has been marketed by Tamko since 1977 combining built -up technology with the advances in modified bitumen products. Built -up roof specifications can be found in the 500 (ply IV) and 600 (ply VI) specification series. Specifications can be found in "Conunercial Roofing Specifications and Details ", published by Tamko annually. Tamko built -up roof systems may be used in conjunction with Tamko Awaplan modified bitumen. Details shall be installed in compliance with Tamko published or job approved details. Technical questions should be addressed to the Regional Commercial Roofing Manager at 1- 800 - 228 -2656. Fire ratings are listed in the current Underwriters Laboratories Directory. Modified bitumen specificatons can be found in the 100, 200 and 700 series specificaions published annually in " Conunercial Roofing Specifications and Details ". The Tamko line of modified bitumen products includes polyester reinforced SBS modified membranes formulated with shell Kraton rubber modified asphalt. In addition Tamko manfactures a fiberglass reinforced base and cap sheet in a standard and fire rated version. To complete the modified line, SBS modified base sheets and flashing materials are offered by Tamko. The following documents were submitted with the application: Tamko Commercial Roofing and Specifications and Details 1993, 997200R892 Tamko Asphalt Products "Proven to Last a Long Time" Sweets, D7500/TAM Tamko Physical/Chemical Test Data, dated 11/16/85 Tamko Specification binder, dated 7/15/93 Gil Diamond, P.E. �� Company /Applicant Tamko Asphalt Products, Inc. (Awaplan) Company Performing Test Construction Research Laboratories, Inc. Southern Building Code Congress International Tamko Letter TESTING Factory Mutual Research Corporation Underwriters Laboratories, Inc. Acceptance Number: 93- 0525.3 Approved: ` DEC 0 6 19 9 3 Expires: LOEC 0 6 1996 Test Name/Report # 4766 # 8318 Certified Physical Property 11/16/85 Data J.I. OFOA7. AM J.I. 0Q8A7.AM J.I. 1K2A9.AM R3225; 79NK10086 R3225; 84NK17213 Date 04/22/87 03/01/83 07/08/81 10/04/90 11/27/85 03/25/80 12/17/84 Physical Properties: Tensile strength @ 0° F, (MD) ASTM 5147 lbf. Tensile strength @ 0° F, (CD) ASTM 5147 lbf. Elongation @ 0° F, (MD) ASTM 5147 % min. Elongation @ 0° F, (CD) ASTM 5147 % min. Strain Energy @ 0° F, (MD) ASTM 5147 in.- lb. /in. Strain Energy @ 0° F, (CD) ASTM 5147 in.- lb. /in. Tear Resistance (MD) ASTM 5147 lb. Tear Resistance (CD) ASTM 5147 lb. Low Temperature Flex (MD) ASTM 5147 °F Versa -Cap FR Acceptance Number: 93 -0525.3 Approved: DEC 0 6 19 9 3 Expires: .DEC 6 1 yytj 90 75 5 55 5 6.0 9.0 80 70 -30 Gil Diamond, P. Awaplan Premium 6'n 160 120 55 190 120 152 132 -25 Physical Properties: Acceptance Number: 93 -0525.3 Approved: C 0 6 1993 Expires: 0 6 1996 Low Temperature Flex (CD) ASTM 5147 ° F -30 -15 Versa - Cap FR Awaplan Premium FR Gil Diamond, P Physical Properties: Water Vapor Transmission ASTM E -96 perm mils 0.0084 0.0084 Tensile Strength @ 0° F, (MD) ASTM D -2523 lbs. /in. 115 115 Tensile Strength @ 0° F, (CD) ASTM D -2523 lbs. /in. 84 84 Elongation @ 0° F, (MD) ASTM D -2523 % min. 17 17 Elongation @ 0° F, (CD) ASTM D -2523 % min. 18 18 Artificial Aging ASTM G -26 @ 3000 hrs. Exposure PASS PASS Accelerated Aging Spri Method @ 90 days Exposure PASS PASS Cold Flex Spri Method @ -5 °F Fire Testing ASTM E -106 & UL -790 Awaplan Versa - Smooth Acceptance Number: 93- 0525.3 Approved: DEC 0 6 1993 Expires: .DEC 0 6 1996 Awaplan 170 PASS PASS Class A Class A Physical Properties: Wind Uplift ASTM E -330 Awaplan Versa- Smooth Acceptance Number: 93 -0525.3 Approved: DEC 0 6 1993 Expires: DEC 0 6 1996 Awaplan 170 PASS PASS Heat Resistance (CD) ASTM 1204 % elongation 0.3 0.3 Heat Resistance (MD) ASTM 1204 % shrinkage 0.5 0.5 Gil Diamond, P Physical Properties: Water Vapor Transmission ASTM E -96 perm mils 0.0084 0.0084 Water Vapor Transmission ASTM E -96 perm mils Tensile Strength @ 0° F, (MD) ASTM D -2523 lbs. /in. Tensile Strength @ 0° F, (MD) ASTM D -2523 lbs. /in. Tensile Strength @ 0° F, (CD) ASTM D -2523 lbs. /in. Tensile Strength @ 0° F, (CD) ASTM D -2523 lbs. /in. Elongation @ 0° F, (MD) ASTM D -2523 % min. Elongation @ 0° F, (MD) ASTM D -2523 % min. Elongation @ 0° F, (CD) ASTM D -2523 % min. Awaplan Premium Acceptance Number: 93- 0525.3 Approved: DEC 0 6 1993 Expires: .DEC 0 6 1996 0.0084 0.0084 115 115 115 84 84 84 17 17 18 Gil Diamond, Awaplan Heat Welding 115 84 17 17 18 Physical Properties: Water Vapor Transmission ASTM E -96 perm mils 0.0084 0.0084 Tensile Strength @ 0° F, (MD) ASTM D -2523 lbs. /in. 115 115 Tensile Strength @ 0° F, (CD) ASTM D -2523 lbs. /in. 84 84 Elongation @ 0° F, (MD) ASTM D -2523 % min. 17 17 Elongation @ 0° F, (CD) ASTM D -2523 % min. 18 18 Artificial Aging ASTM G -26 @ 3000 hrs. Exposure PASS PASS Accelerated Aging Spri Method @ 90 days Exposure PASS PASS Cold Flex Spri Method @ -5° F Fire Testing ASTM E -106 & UL -790 Awaplan Premium Acceptance Number: 93- 0525.3 Approved: DEC 0 6 1993 Expires: -DEC 0 6 1996 PASS PASS Class A Class A Gil Diamond, P. Awaplan Heat Welding Physical Properties: Wind Uplift ASTM E -330 Awaplan Premium Acceptance Number: 93- 0525.3 Approved: . DEC 0 6 1993 Expires: `� 0 6 1996 -'•�-� PASS PASS Heat Resistance (CD) ASTM 1204 % elongation 0.3 0.3 Heat Resistance (MD) ASTM 1204 % shrinkage 0.5 0.5 Gil Diamond, P. Awaplan Heat Welding System .Number Deck Deck description METRO -DADE OFFICE OF CODE COMPLIANCE PRODUCT APPROVAL SECTION 1 (Awaplan) Acceptance Number: 93- 0525.3 Approved: DEC . 0 6 1993 Expires: AC 0 6 1996 Steel/Wood 18 - 22 ga. steel deck, wood plank or min. 5/8" plywood. New construction and reroofing. For steel decks less than 22 ga. but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 'S' stress plate may be utilized at a density of 1:2 11. Field fastener testing is required on all re -roof projects to confirm a minimum withdrawal resistance of 400 Ibs.. Vapor Retarder (Optional) (Optional) (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive. See Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks. A red rosin sheet may be applied below the base sheet over wood and plywood decks. Insulation (Optional for wood decks only) Wood fiber; fiberglass; perlite; polyisocyanurate; perlite /isocyanurate composite; basalt rockwool (See Approved Insulations and Fastening Patterns List.) (Recover) Moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with ASTM E- 907 -83 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D -41 primer and allowed to cure. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater Gil Diamond, P. Acceptance Number: 93- 0525.3 Approved: EC 0 6 1993 Expires: 6 0 6 1996 than 4 ft. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312 type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Option #1: (Wood decks only) Mechanically attach one ply of Tamko Vapor -Chan or Tam -Cap (granule side down). Mechanically attach 9" o.c. in the lap and 18" o.c., two rows staggered in the center of the sheet, in compliance with the pattern detailed in Appendix 'A'. Option #2': (Over insulated steel deck) Mop in a solid mopping of type III or type IV asphalt at a rate of not less than 20 -25 lb. /sq. one of the following asphalt saturated membranes: ASTM D -2178 type IV felt (Tam -Ply IV) ASTM D -2178 type VI felt (Tam -Glass Premium) ASTM D-4601 type II basesheet (Glass -Base) ASTM D -2626 Organic basesheet (Tamko type 43 base sheet) U.L. listed, G2 Versa -Base U.L. listed, G2 Versa -Base FR One, two, or three plys of Tam -Ply IV, Tam -Glass Premium, Versa Base, Versa Base FR, or a combination of these ply sheets mopped into 20/25 lbs. per square of type I1I or type IV asphalt. Awaplan Premium FR, Awaplan Premium, Awaplan Heat Welding (torch only), Awaplan 170, Awaplan Versa - Smooth, or Versa -Cap FR applied in 20 -25 lbs. per square of type II or type IV asphalt. Where the modified bitumen top ply is a smooth surface material, the membrane shall be coated with a minimum 40 lbs. of asphalt and 400 lbs. of gravel per roofing square, with a minimum of 50% adhesion, or an approved emulsion or aluminum coating. Coating shall be applied at the rate specified for the required fire classification. A Tamko polyester reinforced modified bitumen flashing material in compliance with the appropriate Tamko specification. See Approved Insulations and Fastening Patterns included with this Comment and Limitations approval. Acceptance Number: 93- 0525.3 Approved: Expires: � C 0 6 1993 C 0 6 1996 1. Maximum slope shall be as noted in the Tamko published specification and the Underwriters fire classification. (Any application over 1 ":16 ", blind fastening of the felts may be required.) 2. An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All perimeter nailer design shall conform with Factory Mutual Loss Prevention Data Sheet 1 -49. 4. Surfacing aggregate shall be in compliance with ASTM D- 1863 -86 for crushed stone. and ASTM D- 1864 -89 for moisture content. 5. All asphalt must meet ASTM D -312 requirements. Tamko recommends that all asphalt be applied at the EVT temperature specific to the application method as printed on the cartons or bills of lading. Asphalt temperature should not be held above the finished blowing temperature for more than 4 hours. max. scope Type III 3" Type IV 3" 6. Bonding and dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be fully primed with ASTM D-41 primer for asphalt applications and allowed to fully cure. 7. This roof system assembly, when applied over a wood plank deck, mechanically attached at 9" in the lap and two rows at 18" in the field has been approved for use to a maximum field design velocity pressure of -45 psf. 8. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximum field design velocity pressure of -45 psf. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with the Gil Diamond, P. System Number Deck Deck description Vapor Retarder (Optional) Insulation Basesheet 2 (Awaplan) Acceptance Number: 93- 0525.3 Approved: DEC 0 6 1993 Expires: ,`,Tit, 0 r 1995 Concrete 2,500 p.s.i. or greater structural concrete, concrete plank, or pre - stressed concrete panels. (Optional) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive. See Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks. A red rosin sheet may be applied below the base sheet over wood and plywood decks. Wood fiber; fiberglass; perlite; polyisocyanurate: perlite/isocyanurate composite; basalt rockwool (See Approved Insulations and Fastening Patterns List.) Insulation may be mechanically attached or bonded in a full mopping of hot asphalt over a fully primed and cured deck. (Recover) Moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with ASTM E- 907 -83 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D -41 primer and allowed to cure. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied. the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312 type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the gravel, priming of the surface, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. No insulation panel shall be larger than 4' x 4' when bonded to the substrate in hot asphalt. (Optional) Gil Diamond, Comment and Limitations (Over insulated deck) Mop in a solid mopping of type III or type IV asphalt at a rate of not less than 20 -25 lb. /sq. one of the following asphalt saturated membranes: sheet) ASTM D -2178 type IV felt (Tam -Ply IV) ASTM D -2178 type VI felt (Tam -Glass Premium) ASTM D-4601 type II basesheet (Glass -Base) ASTM D -2626 Organic basesheet (Tamko type 43 base U.L. listed, G2 Versa -Base U.L. listed, G2 Versa -Base FR Acceptance Number: 93 -0525.3 Approved: DEC 0 6 1993 Expires: _DEC 0 6 1996 All base sheets or base plys may be applied directly over a concrete deck providing the deck is in compliance with Tamko general recommendations enumerated in section 4.6 of the general design recommedations published by Tamko. If the deck is precast concrete only specifications 113FR, 113, and 113HW may be utilized after grouting and taping all joints and the base ply consists of one layer of VAPOR -CHAN spotted mopped on 24" centers. Plysheet One, two, or three plys of Tam -Ply IV, Tam -Glass Premium, Versa Base, Versa Base FR, or a combination of these ply sheets mopped into 20 -25 lbs. per square of type III or type IV asphalt. Membrane Awaplan Premium FR, Awaplan Premium, Awaplan Heat Welding (torch only), Awaplan 170, Awaplan Versa - Smooth, or Versa -Cap FR applied in 20 -25 lbs. per square of type II or type IV asphalt. Surfacing Where the modified bitumen top ply is a smooth surface material, the membrane shall be coated with a minimum 40 lbs. of asphalt and 400 lbs. of gravel per roofing square, with a minimum of 50 % adhesion, or an approved emulsion or aluminum coating. Coating shall be applied at the rate specified for the required fire classification. Flashings A Tamko polyester reinforced modified bitumen flashing material in compliance with the appropriate Tamko specification. Fastening See Approved Insulations and Fastening Patterns included with this approval. 1. Maximum slope shall be as noted in the Tamko published specification and the Underwriters fire classification. (Any application over 1 ":16 ", blind fastening of the felts may be required.) Gil Diamond, P V MIAMI SHORES VILLAGE, FLORIDA BUILDING ELECTRICAL PLUMBING ROOFING ❑ PERMIT ■° 5787 Owner of Building Architect Contractor or Builder Legal Lot Description 1 11 Bl. Address of Building DATE 195 Contractor's License No. 1 Work to be performed under this Permit Subdi- vision Value of 11 Amount of Project $ 11 Permit $ 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. CONTRACTOR OR BUILDER Signed. BY INSPECTOR 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 I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 3 Pr ,_ 1 High Velocity Hurricane Zone Uniform Roofing Permit Application . MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractors Name: Section A (General Information) Process No. 16(2, CI.46 ❑ Other: Page 2 Job Address: / Roof Category Ems` Low Slope ❑ Mechanically Fastened Tile D Asphaltic Shingles ❑ Metal Panel /Shingles Ei Prescriptive BUR -RAS 150 ,. Roof Type New Roof Ltd" Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? Roof System Information Low slope roof area (ft. ) 1 4 -12 1-Steep Sloped area (ft. Section B (Roof Plan Mortar /Adhesive Set Tile 0 Wood Shingles /Shakes ❑ Natural ❑ LPGX Total (ft. ( ' '4 a '7' 4 Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow of sections and levels, dearly identify dimensions of elevated pressure zones a Perimeter Width (a'): ( Comer Size (a' x a'): and overflow rapets. 2OS:r de dimensions .......admium.........a. 4 - .........1 ii gin g' ... =1.-.',........ abia ■, ■■■ ..�_,f ►::r.E•■■1111111111111111721■1111M1■. ■ ■■■••111k AIIMPE / % ■ ■ ■■■ ■\11745 ;� MINER ....1f1.1 ■■■��i■■ ■■■■u■■■■"r�■ MEM ■■ •••I ■ ■ ■ ■ ■ ■■ ■EMS■ ■■ M /`�:■ •PLIMIII•1•111•••INNINNEMINI • ■ IMI MENINX' RA■UNI111•1•11•INKil/iPAL/%■■EWi — ■ ni11attr .41%■ ••••1•1111•1•11•11CA••!i •■ •••••■••• 1110.14 oP ■111■M•1■ ••••Iii■■ ■■■1■■ •■■■Plidl••••■■ ■■■�Ir�■ ��e■r.■ ■ ■■ ■EErl/.'n.liZi 01im 11•111 ■r r ■II•M %•I•111 ■ ■■ ■ %vital■ ■ILA■■■ %11•111•1•■1■ •11M111•11 ■■■ 111•111•1••••1119i•111•1111•111 . 11 o ii ri I I I!!! UIII ii ■C■ N ■L1iiN i !IIIIIUIU 1 —.� ■■_ _ ■■. ■ ■ ■ ■.. ■ ■_■_■■ ■ ■ ■ ■ ■ ■_I_I,■ MEI! 1111"VA. 11I1111 .11111111114 I.— 11 ,. ��� ■■Mi-�»:t�� 1 S- BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building 1 Plumbing Mechanical .4/:lG. / e r‹ -9-A/ Owner's Name (Fee Simple Titleholder) yjr� cdV./ ∎./Ti.� S' ✓ V ( Owner's Address 7 6/ 3 � /mot/ / / /� 6 /� City A/O) V,'Lc.C5 State /. Xi.. SS(_;c; Zip .s.../ Name Tenant/Lessee Nae G i Type of Work: ❑Addition Describe Work: Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name S/ Contractor's Address / 0 41) Al. f f City /))/.4 Qualifier State $ Value of Work For this Permit ,._ -�C� rJ EAlteration C C�S 1 Submittal Fee $ J r"O ,OC) Permit Fee $ f7� Notary $ Training/Education Fee $ :)r -,-'C State Certificate or Registration No. C L' C 06 '2906 County Miami -Dade ? � /- NO ❑New Cis' I Structural Plan Review. $ Master Permit No. Phone # Phone # Job Address (where the work is being done) /1::) 6 £ At �'C/ 271 S City Miami Shores Village Is Building Historically Designated YES one # ` ()V ro) kr) Zip : S / 60 Certificate of Competency No. Permit No. CPO 104 Zip Architect/Engineer's Name (if applicable) Phone # * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Scanning $ Radon $ Zoning —""— Square Footage Of Work: J 4} —/ 6 C I xepair/Rep CCF $ ,3 — Technology Fee $ ❑ Demolition Bond $ �"" 11* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR • AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this day of a-(o , 20 ,, by SKI. who is personally known to me or who h s produced _&0 As identification and ho did take an oath. ntificati, and to did take an oath. Ot NOTAR Sign: Print: . My Commission Expires: / . • / Li dad ik * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Owner or Agent * * * * * * * ** d **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor The foregoing instrument was acknowledged before me thisv� day of`^(� , �i U't f 537 who is personally knoiyato me or who has produced NOTARY PUB Sig Print: ea ,, ter. LISA CARSON . . MY COMMISSION # DD 241500 y � ,•, i EXPIRES: August 26, 2007 My Commiss ******************************** * * * ** *** * * * ** ** * * * * * * * * * * **** ** .f A ********* *** * * ****** * *** ** * * * *** ***** * ** JUL 2 9 2004 Plans Examiner Engineer Zoning High Velocity Hurricane Zone Uniform Roofing Permit Application M IAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer: 1 R r.4 /,v /. NOA No: 10.3 -0 )-1. Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 4A S " I Pmax' 6 24' Pmax3:1 / D Maximum Design Pressure, From the Specific NOA System:1 & O 0 Deck type: I5 /8" Plywood These decks require a fastener pull test by an approved test Iabratory Other Deck Type: 1 v-3©/' Joist Spacing: Slope: A at1 r /Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Material: I - " • � �c�. Zs; _? / /�� 664 Insulation Base Layer /Size & Thickness: I VA- Base Insulation Fastener /Bonding Material: / /1 N Top Insulation Fastener /Bonding Material: Insulation Top Layer /Size & Thickness: Section .0 (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Page 3 Wood Nailer: Base Sheet(s) & No. of Ply(s); p- /')-; Base Sheet Fastener /Bonding Material: FLvr. a. /f 6 A • 720v e y/< '�- r /g. ) 6 ( ,. 4 . /ii</ 6, S , Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Drip Edge Size & Gauge: Drip Edge Material Type: Hook Strip /Cleat gauge or weight: xiremate Fasteners: 1. Field: 13E" o/c @ laps &I 2. Perimeter: 1 " o/c © laps & 3. Comers: (7 " o/c © laps & Field: Perimeter: 12" face 26 ga. IGalvinized Metal E Coping Metal: I A Top Plyd,.. 1A /N ef 4) 5.444 0/24 Top Ply Fastening /Bonding. Material: 1 Vr -' u,41iAA 7 s*7,) rc Surfacing: 1 2i -CTs 7.v.64: FAS ING FOR BASESHEET ATTACHMENT NUMBER OF FASTENERS PER INSULATION BOARD N/A Comer: Page 1 of 1 3'' x 3 '' High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Su ,,it Manufacturers Details that Comply with RAS -111 and Chapter 1 STS l .i�i E� 2 X 3 3 „ Page 3a ?/ Parapet Wall Height ✓ FL Mean Roof Height /6 Ft. Page 1 of 1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren. led in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bui ding Code. (The roof deck is usually concealed prior to removing the existing roof system). SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for 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. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zon) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion perf rmance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship prov sions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be a dressed as part of the agreement between the owner and the contractor. 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ow er 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 vie . ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pen trations of the underside of the decking may not be acceptable. The Florida Building Code provides the opti • n of maintaining this appearance. tt 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cau e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural dis ess and may require the review of a professional structural engineer. Ponding may shorten the life exp ctancy and performance of the new roofmg system. Ponding conditions may not be evident until the on -0 nal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if flow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. y. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be re ced. It may be beneficial to consider additional venting which can result in extending the service life of the roo Ownerjs /Agent's Signature C:\Documentt nod Setting. chnmmu\Loul Setttnet\Temp \Temporary Internet Files \ContentiE5\OKLBAFITSECTION 152111I.doc / ;-U Date Contractor's Signature Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") f/ " System Manufacturer: /_....4 NOA No.: ,✓ O ft Y «i_ Design Win Pressures, From RAS 128 or Calculations: Prnax1: , f. Pmax2: "24. Pmax3: 7 ' 2 9 : 1 Max. Design Pressure, From the Specific NOA .,4 „,e) Field System: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: / 2- Strip, Base Flashing, Counter- Flashing, / i=rt y Coping, Etc. Anchorsase Sheet & No. of Ply(s): / _.0'� Indicate: Mean Roof Height, Parapet Height, Anchor Sheet Fasten Bondi g Material: • ' ” id /i/ A. /C/ Insulation Base Layer: Base Insulation Size any hic ne Deck: Type: Gauge/Thickness: Base Insulation Faste ' - r/;• , L Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastene n ing iaterial: Ply Sheet(s) & No. cf Ply(s): Surfac:ng ,y,)e Section C (Low Sloped Roof System) Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Mta'ter;al// /v 4, P:y Sheet Fast r /Bondi % teri i ` J r / Tc p Ply / 0 - 1 / % . / e / ? Tcp :y Fasted: Bondin,la y/9 terial: //f Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc © Lap, # Rows @ ,% • oc Perimeter: " oc @ Lap, # Rows k@4. " oc Corner: f " oc @ Lap, # Rows efr @ • oc Number of Fasteners Per Insulation Board Perimeter Corner Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and C,apter 16. Parapet Height Mean ' Roof Height MIA M DDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hake this product or material tectrtI 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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:. CertainTeed Modified Bitumen Roofing Systems Over 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #02- 1205.02 and consists of pages 1 through 40. The submitted documentation was reviewed by Frank Zutoaga, RRC. MIAMI -DADE COUNTY, FLORIDA MEIRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 1 of 40 ROOFING ASSEMBLY APPROVAL Category: Sub-Category: Deck Tvpe: Maximum Design Pressure dire Classifiication• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flex- l- Giasni Base Sheet Flex- l- GlasT FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA STA Plus 5.0 Flintlastic GTA, GTA- FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS; Premium GMS Flintlastic FR -P, . Premium FR -P Flintlastic FR Cap Flexiglas Premium Cap 960 Roofing APP /SBS Modified Bitumen Wood -60 psf See General Limitation #1 Dimensions 36" x'72', Roll weight: 86 lbs. (2 squares) 36" x 108', Roll weight: 90 lbs. (3 squares) 39 3 /e' x 50', Roll weight: 90 lbs. (1.5 squares) 36" x 180', Roll weight: 40/55 lbs. (5 squares) 39 3 4 ' x 33', Roll weight: 90 lbs. (1 square) 39 3 / x 33' 3 ", Roll weight: 105 lbs. (1 square) 39 38' x 24'9 ", Roll weight 92 lbs. ('/a square) 39 3 /8 x 34' 2 ", Roll weight: 100 /105 lbs. (1 square) 39 3 /8 x 34' 2 ", Roll weight: 105 lbs. (1 square) 39 3 /8" x 34' 2 ", Roll weight: 90 lbs. (1 square) 36" x 38" (1 square) Test Specification ASTM D 2626 UL Type 15 UL Type G2 ASTM D 4601, type II UL Type G2 ASTM D 4601, type II ASTM D 2178 Type IV or VI UL Type 01 ASTM D 6222, Grade S, Type II ASTM D 6222, Grade G, type 11 ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type I ASTM D 6163, Grade G, Type I ASTM D 6163, Grade G, Type I Product Description Asphalt coated organic 'base sheet. Modified Bitumen coated fiberglass base sheet. Modified Bitumen coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced APP Modified.Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. Granule surfaced SBS Modified Bitwannt membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced. SBS Modified Bitumen Membrane with non- woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Granule surfaced SBS Modified Bitumen membrane with fiberglass, mat reinforcement for mop application. NOA No.: 03- 0827.42 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 2 of 40 Product Ultra Poly SMS GlasBaseTm Base Sheet Po1ySMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Black Diamond Base Sheet Flintglas® Mineral Surfaced Cap Sheet APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam lI ISO 95+ High Density Wood Fiberboard Perlite Insulation dimensions 36" x 64'4" (2 squares) 36" x 108', Roll weight: 69 lbs. (3 squares) 39 3 /8" x 64'.4", Roll weight: 90 lbs. (2 squares) 36" x 36', Roll weight: 90 lbs. (1 square) 36" x 75', Roll weight 75 lbs. (2.25 squares) 36" X 36'; Roll Weight: 78 lbs. (1 square) Dens Deck ENRGY -1, ENRGY -2, ENRGY -3, Plus, UltraGard Gold, PSI -25 FibexGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi - ax, FA Test Specification ASTM D 6164 Grade S, Type I ASTM D 4601 UL Type G2 ASTM D 5147 ASTM D 749 UL Type' 30 TAS 103 . ASTM D 19'70 ASTM D 3909 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation Product Description Smooth surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Asphalt coated, fiberglass base sheet. Modified Bitumen coated polyester base sheet. Mineral Surfaced organic cap and buffer sheet. - Slag surfaced SBS Modified Bitumen 'sheet with fiberglass reinforcement for ,peel and stick application. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built- up roof membranes. Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville • Johns Manville Johns Manville Johns Manville Partek, Inc. Rmax, inc. NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 3 of 40 APPROVED FASTENERS: Fastener Number Product Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. Olympic Fastener #12 & #14 4. Olympic Standard 5. Insul -Fixx Fastener 6. \ Insul -Fixx S Plate 7. Tru -Fast Fasteners 8. Tru-Fast MP -3 9. Tru-Fast Plates 10. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation 7nderwriters Laboratories, Inc. United States Testing Company, Exterior Research & Design, LLC Exterior Research & Design, LLC Exterior Research & Design, LLC TABLE 3 Product Description Insulation fastener Manufacturer Dimensions (With 'Current NOA) Construction Fasteners, Inc. Galvalume AZSO steel plate 2 ' /$ " x 3 V" Construction Fasteners, Inc. Insulation fastener 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalurne AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties Current Insulation Fastening Requirements PA 114 (FMRC 4470) Fire Classification Compliance ASTM D 5147 TAS 114 (J) TAS 114 TAS 117 3" round 3" round 3" round 3" round 3" round Olympic Manufacturing Group,,Inc. Olympic Manufacturing Group, Inc. . SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The TruFast Corp. Report Date 28013 06/02/87 FMRC 1994 01/01/95 J.I. #3Y8A1.AM 03123/96 R11656 07/13/87 97457-4 06/03/88 #3507.08.99 -1 04/18/01 #3514.02LAB 11/11/02 #3515.07.03 07/22/03 NOA No.: 03-4)827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 4 of 40 Membrane Type: SBS MODIFIED Deck Type 1: Wood, Non - Insulated Deck Description: Minimum 19 /32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. System Type E (6): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: . Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: - 60psf. (See General Limitation #7) One ply of Glasbase or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. (Optional) One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Cap Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsJsq. or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- 1b. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1'r2 gal. /sq. NOA No.: 03 -0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 36 of 40 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 c \ntinuous 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 maldimum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F)value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener .value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Lirititation #9 will not be applicable.) 8. All attachment 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 corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 03 0827.02 Expiration Date: 06/19 /2008 Approval Date: 05/06/04 Page 40 of 40 • 92 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Georgia - Pacific Corp. "Strudi- Top ", Wood Fiber Industries' "Structo- deck", Celotex wood fiber, Temple - Inland "Fiber Base" or other wood fiber at 1 in. min thickness), any combination, any thickness of the following: A) "Insulfoam" (uniform thickness EPS) field covered with perlite or wood fiber; B) "Tuff -Roof" (EPS /wood fiber or EPS /perlite factory laminated); C) "Insultaper " (EPS /wood fiber, EPS /perlite fac- tory laminated or EPS field covered with wood fiber or perlite). Membrane: Any UL Classified EPDM, CPE, CSPE, PVE, CR, NBP or PIB membrane system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Maximum incline, attachment of membrane, and surfacing of membrane shall be in accordance with classification established for membrane /insulation roofing system. 3. Deck: NC Incline: See note Insulation: "Tuff Roof" or "Insultaper" (EPS /perlite or EPS /wood fiber), any thickness. Membrane: Any UL Classified modified bitumen system suitable for use with any roof insulation. Suffacing: See note. Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max incline and surfacing shall be in accordance with the classification established for the insulation/ membrane roofing system. Base sheet (if any) shall he in accordance with the classification established for the insulation /membrane roof- ing system. 4. Deck: NC Incline: See note Insulation: "Tuff Roof" or 'Insultaper" (EPS /perlite or EPS /wood fiber), any thickness. Membrane: Any UL Classified EPDM, CPE, CSPE, PVC, CR, NBP or PIB membrane system suitable for use with any roof insulation. Surfacing: See note Note: Classification (A, B or C) with be the same as that for the original insulation /membrane roofing system. Max incline, attachment of membrane and surfacing shall be in accordance with the classification established for the membrane /insulation roofing system. 5. Deck: NC Incline: 1 Insulation: "Insulfoam EPS" Type "I ", "II ", "VIII ", "IX" or "R- Gard ", any thickness. Base Sheet: Soprema "EPS FLAM STICK ", self adhered. Cap Sheet: Soprema "Sopralene Flam 180 FR Granular" or "Sopralene Flam 250 FR Granular ", heat welded. 6. Deck: NC Incline: 2 Insulation: "Insulfoam EPS" Type "I ", "II ", "VIII ", "IX" or "R- Gard ", any thickness. Base Sheet: Soprema "EPS FLAM STICK FR ", self adhered. Cap Sheet: Soprema "Sopralene Flam 180 FR Granular" or "Sopralene Flam 250 FR Granular ", heat welded. Class A, B or C (See note) - Mechanically Fastened 1. Deck: NC Incline: See note Insulation: EPS /perlite or EPS /wood fiber (perlite 3/4 in. min thick- ness or 1/2 in. min USG Interiors "Micore MC 180," Huebert wood fiber, Georgia- Pacific "Sturdi- Top ", Wood Fiber Industries' "Structodeck ", Celotex wood fiber, Temple- Inland "Fiber Base" or other wood fiber at 1 in. min thickness), any combination, any thickness of the following: A) "Insulfoam" (uniform thickness EPS) field covered with perlite or wood fiber; B) "Tuff Roof" (EPS /wood fiber or EPS /perlite factory laminated); C) "Insultaper ". (EPS /wood fiber, EPS /perlite factory laminated or EP field covered with wood fiber or perlite). Membrane: Any UL Classified EPDM, CPE, CSPE, PVC, CR, NBP o PIB membrane system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max incline, attachment of membrane, and surfacing of membrane shall be in accordance with Classification established for membrane /insulation roofing system. 2. Deck: NC Incline: See note Insulation: "Tuff Roof" or "Insultaper" (EPS /perlite or EPS /wood fiber), any thickness. Membrane: Any UL Classified EPDM, CPE, CSPE, PVC, CR, NBP or PIB membrane system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max incline, attachment of membrane and surfacing shall be in accordance with the classification established for the membrane /insulation roofing system. - iliu NIA I trtlALb Ife SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued MAINTENANCE AND REPAIR SYSTEMS Class A 1. Deck: NC Incline: 1/2 Existing Roofing System: Class A, B or C built up system, smooth surface, cap sheet or gravel surfaced, gravel may be removed. Insulation: "R- Gard" Type "I ", "VIII", "II ", "IX" or "FanFold" 1 in. max thickness. Membrane: Mechanically fastened one of the following: 1. Conklin "Hi-Crown" (CSPE) 2. Burke "358" (CSPE) 3. "Stevens Hypalon" 4. Seaman Fibertite (EIP) 5. Duro -Last (PVC) Deck: C -15/32 Incline: 1/2 Existing Roof System: Class A, B or C built -up smooth surface, cap sheet or gravel surfaced, gravel may be removed. Insulation: "R- Gard" Type "I ", "VIII ", "II ", "IX" or "FanFold ", any thickness. Membrane: Loose laid one of the following: CSPE, EIP, PVC, EPDM, TPO or CPA. Surfacing: River bottom stone (3/4 in. to 1-1/2 in. diam) at 900 Ibs per sq. Class A, B or C 1. Deck: NC Incline: 1/2 Existing Roof System: Class A, B or C built -up system, smooth surface, cap sheet or gravel surfaced (gravel maintained) to retain the existing Classification. Insulation: "R- Gard" Type "I ", "VIII ", "II ", "IX" or " FanFold" 1 in. max thickness. Membrane: Mechanically fastened one of the following: CSPE, EIP, PVC, EPDM, TPO or CPA. CERTAINTEED CORP R11656 1400 UNION MEETING RD PO BOX 1100, BLUE BELL PA 19422 Type asphalt o organic ' felt in the Class suitable A, B or alternate oof constructions indicated blow. organic Flintglas are suitable alternates for for Type 15 organic nic felt; Type G2 Glasbase Base Sheet Sheet is a suitable alternate for Type 15 and Type 30 base sheets; p T e ype G3 Flintglas Flex- I- Glas,rPremium Sheet suitable Flex I GlasorF alternate for y BaseSheett is a able alternate for the G2 glass base and the Type 15 All Weather /Empire base sheet. Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combus- tible decks requiring insulation. Two plies Type Gl may be utilized in place of one ply Type G2 . EPS insulation followed by 1/2 in. cover board may be utilized in any of the following systems. The "YOSEMITE" may be used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof deck systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 Base Sheet: Type G2 Glasbase. Ply Sheet: Type G1 Flintglas or Type G2 Glasbase. urfacing: Gravel or slag. eck: C- 15/16* Incline: 1/2 'All joints blocked. Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type G -1 "Flintglas Ply Sheet" . Surfacing: Type G3 "Flintglas Mineral Surfaced" . 3. Deck: NC Incline: 3 Base Sheet: Two layers Type 15 All Weather /Empire. Surfacing: Gravel or slag. 4. Deck: NC Incline: 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. 5. Deck: C 15/32 Incline: 3 Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet: Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt. • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: (...4 // /a." NOA No.: oft 7 Design Win Pressures, From RAS 128 or Calculations: Prnax1: - fb Pmax2: 114' Pmax3: l`�i J3 Max. Design Pressure, Frgrthe Specific NOA System: ° D Deck: Type: Ply Shee PIy She Tcp Tc Sur`ac.ng Gauge/Thickness: 3 Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: f" / j / , ;t 4 , y /► Coping, Etc. AnchorBase Sheet & No. of Ply(s): / 0 5 Indicate: Mean Roof Height, Parapet Height, An a a 7 S eet Facto ch Insulation Base Layer:_ i Cr Le .il gs e Base Insulation Size andfhickne � Z 1 ' -9' Base In _t o . ast Top Insulation Layer: Top Insulation Fastene Section C (Low Sloped Roof System) Top Insulation Size and Thickness: Base Sheet(s) & No. of PIy(s): ing ateria Base Sheet Fastener /Bonding Ma"eria t y cf Ply(s) 46- � o di Bong Mai , S Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ ✓ " oc Perimeter: " oc @ Lap, # Rows Corner: � " oc @ Lap, # Rows f @' oc Number of Fasten rs Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details as Applicable: o , Strip, Base Flashing, Counter- Flashing, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spicing or Submit Manufacturers Details that ply with RAS 111 and Chapter 16. oc Parapet Height i2 Mean Rcof Height • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:. CertainTeed Modified Bitumen Roofing Systems Over 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. TERNI•INNATION of this NOA will occur after the expiration or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety_ INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #02= 1205.02 and consists of pages 1 through 40. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 1 of 40 ROOFING ASSEMBLY APPROVAL Category: Sub - Category Deck Type: Maximum Design Pressure Fire Classification• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product All Weather/Empire Base Sheet Flex -I- Gigs'"' Base Sheet Flex- I- G1asTm FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA STA Plus 5.0 Flintlastic GTA, GTA- FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS; Premium GMS Flintlastic FR -P, Premium FR -P Flintlastic FR Cap Flexiglas Premium Cap 960 Roofing APP /SBS Modified Bitumen Wood -60 psf See General Limitation #1 Dimensions 36" x 72', Roll weight: 86 Ibs. (2 squares) 36" x 108', Roll weight: 90 lbs. (3 squares) 39 3 /8" x 50', Roll weight: 90 lbs. (1.5 squares) 36" x 180', Roll weight: 40/55 lbs. (5 squares) 39 3 /8 " x 33', Roll weight: 90 lbs. (1 square) 39 34 " x 33' 3 ", Roll weight: 105 lbs. (1 square) 39 3/8' x 24'9 ", Roll weight: 92 lbs. (3/4 square) 39 3 /8" x 34' 2 ", Roll weight•. 100/105 lbs. (1 square) 39 3 /s" x 34' 2 ", Roll weight: 105 lbs. (1 square) 39 3 4 " x 34' 2", Roll weight: 90 lbs. (1 square) 36" x 38" (1 square) Test ,Specification ASTM D 2626 UL Type 15 UL Type G2 ASTM D 4601, type II UL Type G2 ASTM D 4601, type II ASTM D 2178 Type IV or VI UL Type G1 ASTM D 6222, Grade S, Type 11 ASTM D 6222, Grade G, type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type I ASTM D 6163, Grade G, Type I ASTM D 6163, Grade G, Type I Product Description Asphalt coated organic base sheet. Modified Bitumen coated fiberglass base sheet. Modified Bitumen coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced APP Modified Bitumen membrane with non -woven polyester mat reinforcement for Loch application. Granule surfaced SBS Modified Bitume membrane with non -woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced. SBS Modified Bitumen Membrane with non- woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Granule surfaced SBS Modified Bitumen membrane with fiberglass, mat reinforcement for mop application. NOS! No.: 03- 0827.02 Expiration Date: 0649/2008 Approval Date: 0S/06/04 Page 2 of 40 Product Ultra Poly SMS GlasBaseTM Base Sheet PoIySMS Base Sheet Yosemite® Mineral Surfaced Cap Sheet Black Diamond Base Sheet Flintglas® Mineral Surfaced Cap Sheet APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam 11 ISO 95+ Nigh Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -1, ENRGY-2, ENRGY -3, Plus, UltraGard Gold, PSI -25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi ax, FA Dimensions 36" x 64'4" ' (2 squares) 36" x 108', Roll weight: 69 lbs. (3 squares) 39 3 1$" k 64'4", Roll weight: 90 lbs. (2 squares) 36" x 36', Roll weight: 90 lbs. (1 square) 36" x 75', Roll weight 75 lbs. (2.25 squares) 36" X 36'; Roll Weight: 78 lbs. (1 square) Test Specification ASTM D 6164 Grade S, Type I ASTM D 4601 UL Type G2 ASTM D 5147 ASTM D 249 UL Type 30 TAS 103 . ASTM D 1970 ASTM D 3909 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation Product • Description Smooth surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Asphalt coated, fiberglass base sheet. Modified Bitumen coated polyester base sheet. Mineral Surfaced organic cap and buffer sheet. Slag surfaced SBS Modified Bitumen 'sheet with fiberglass reinforcement :for ,peel and stick application. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built- up roof membranes. Manufacturer (With Current NOA) CertainTeed Apac Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville Johns Manville `Johns Manville 3ohns Manville Partek, Inc. Rmax, Inc. NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 3 of 40 APPROVED FASTENERS: Fastener Product Number Name 1. #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. ' Olympic Fastener #12 & #14 4. Olympic Standard 5. Insul -Fixx Fastener 6. \ Insul -Fixx S Plate 7. Tru -Fast Fasteners 8. Tru-Fast MP -3 9. Tru -Fast Plates 10. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aaencv Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation 7nderwriters Laboratories, Inc. United States Testing Company, Exterior Research & Design, LLC Exterior Research & Design, LLC Exterior Research & Design, LLC TABLE 3 Product Description Insulation fastener Galvalume AZ50 steel plate 2 Insulation fastener 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Gaivalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Naive Physical Properties Current Insulation Fastening Requirements PA 114 (FMRC 4470) Fire Classification Compliance ASTM D 5147 TAS 114 (J) TAS 114 TAS 117 Dimensions Manufacturer (WithCnrrent NOA) Construction Fasteners, Inc. ' / x 3 1" Construction Fasteners, Inc. Olympic Manufacturing Group, 3" round Olympic Manufacturing Group, .Inc. . SFS Stadler, Inc. 3" round 3" round 3" round 3" round SFS Stadler, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The TruFast Corp. Report Date 28013 06/02/87 FMRC 1994 01/01/95 J.I. #3Y8A1.AM 03/23/96 R11656 07/13/87 97457-4 06/03/88 #3507.08.99 -1 04/18/01 #3514.02LAB 11/11/02 #3515.07.03 07/22/03 NOA No.: 03 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 4 of 40 Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: 19 /32" or greater plywood or wood plank System Type A (4): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer ACFoam -il, UltraGard Gold, ENRGY -2, Minimum 1.5" thick Fiberglas Minimum 15 / 1 6" thick Perlliti Minimum 3 " thick llgh Density Wood Fiberboard Minimum W' thick Dens -Deck Minimum 1 /a" thick Anchor Sheet: Fastening: Base Sheet: Ply Sheet: Insulation Fasteners Fastener (Table 3) • Density/ft ENRGY -3, PSI -25, FlintBoard ISO N/A N/A N/A N/A N/A N/A N/A N/A N/A •N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asplialt within the EVT range and at a rate of 20 -40 lbs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. One ply of Glas Base or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 10 of 40 Membrane: Surfacing: • Maximum Design Pressure: -52.5 psf (See General Limitation #7) One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Cap 960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 IbsJsq. or Flintlastic GTS torch adhered to base/ply sheet. (Optional) Install one of the following: 1. 400- Ib. /sq. gravel or 300-lb/sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb /sq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 Y2 gal. /sq. NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05 /06 /04 Page 11 of 40 WOOD DECK SYSTEM LIMITATIONS: I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 andlor 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 c\intinuous 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 maxhnum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, andlor 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 comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 03- 0827.02 Expiration Date: 06/19 /2008 Approval Date: 05/06/04 Page 40 of 40 4 ( • 92 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Georgia- Pacific Corp. "Strudi- Top ", Wood Fiber Industries' "Structo- deck", Celotex wood fiber, Temple- Inland "Fiber Base" or other wood fiber at 1 in. min thickness), any combination, any thickness of the following: A) "Insulfoam" (uniform thickness EPS) field covered with perlite or wood fiber; B) "Tuff -Roof" (EPS /wood fiber or EPS /perlite factory laminated); C) "Insultaper " (EPS /wood fiber, EPS /perlite fac- tory laminated or EPS field covered with wood fiber or perlite). Membrane: Any UL Classified EPDM, CPE, CSPE, PVE, CR, NBP or PIB membrane system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Maximum incline, attachment of membrane, and surfacing of membrane shall be in accordance with classification established for membrane /insulation roofing system. 3. Deck: NC Incline: See note Insulation: "Tuff Roof" or "Insultaper" (EPS /perlite or EPS /wood fiber), any thickness. Membrane: Any UL Classified modified bitumen system suitable for use with any roof insulation. Surfacing: See note. Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max incline and surfacing shall be in accordance with the classification established for the insulation/ membrane roofing system. Base sheet (if any) shall be in accordance with the classification established for the insulation /membrane roof- ing system. 4. Deck: NC Incline: See note Insulation: "Tuff Roof" or "Insultaper" (EPS /perlite or EPS /wood fiber), any thickness. Membrane: Any UL Classified EPDM, CPE, CSPE, PVC, CR, NBP or PIB membrane system suitable for use with any roof insulation. Surfacing: See note Note: Classification (A, B or C) with be the same as that for the original insulation /membrane roofing system. Max incline, attachment of membrane and surfacing shall be in accordance with the classification established for the membrane / insulation roofing system. 5. Deck: NC Incline: 1 Insulation: "Insulfoam EPS" Type "I ", "II ", "VIII ", "IX" or "R- Gard ", any thickness. Base Sheet: Soprema "EPS FLAM STICK ", self adhered. Cap Sheet: Soprema "Sopralene Flam 180 FR Granular" or "Sopralene Flam 250 FR Granular ", heat welded. 6. Deck: NC Incline: 2 Insulation: "Insulfoam EPS" Type "I ", "II ", "VIII ", "IX" or "R- Gard ", any thickness. Base Sheet: Soprema "EPS FLAM STICK FR ", self adhered. Cap Sheet: Soprema "Sopralene Flam 180 FR Granular" or "Sopralene Flam 250 FR Granular ", heat welded. Class A, B or C (See note) - Mechanically Fastened 1. Deck: NC Incline: See note Insulation: EPS /perlite or EPS /wood fiber (perlite 3/4 in. min thick- ness or 1/2 in. min USG Interiors "Micore MC 180," Huebert wood fiber, Georgia- Pacific "Sturdi- Top ", Wood Fiber Industries' "Structodeck ", Celotex wood fiber, Temple- Inland "Fiber Base" or other wood fiber at 1 in. min thickness), any combination, any thickness of the following: A) "Insulfoam" (uniform thickness EPS) field covered with perlite or wood fiber; B) "Tuff Roof" (EPS /wood fiber or EPS /perlite factory laminated); C) "Insultaper ". (EPS /wood fiber, EPS /perlite factory laminated or EP field covered with wood fiber or perlite). Membrane: Any UL Classified EPDM, CPE, CSPE, PVC, CR, NBP o PIB membrane system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max incline, attachment of membrane, and surfacing of membrane shall be in accordance with Classification established for membrane /insulation roofing system. 2. Deck: NC Incline: See note Insulation: "Tuff Roof" or "Insultaper" (EPS /perlite or EPS /wood fiber), any thickness. Membrane: Any UL Classified EPDM, CPE, CSPE, PVC, CR, NBP or PIB membrane system suitable for use with any roof insulation. Surfacing: See note. Note: Classification (A, B or C) will be the same as that for the original insulation /membrane roofing system. Max incline, attachment of membrane and surfacing shall be in accordance with the classification established for the membrane /insulation roofing system. .vvrttiu IVIN I crtIAL, at SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued MAINTENANCE AND REPAIR SYSTEMS Class A 1. Deck: NC Incline: 1/2 Existing Roofing System: Class A, B or C built up system, smooth surface, cap sheet or gravel surfaced, gravel may be removed. Insulation: "R- Gard" Type "I ", " VIII ", "II ", "IX" or " FanFold" 1 in. max thickness. Membrane: Mechanically fastened one of the following: 1. Conklin "Hi- Crown" (CSPE) 2. Burke "358" (CSPE) 3. "Stevens Hypalon" 4. Seaman Fibertite (EIP) 5. Duro -Last (PVC) 2. Deck: C -15/32 Incline: 1/2 Existing Roof System: Class A, B or C built -up smooth surface, cap sheet or gravel surfaced, gravel may be removed. Insulation: "R- Gard" Tvpe "I ", "VIII ", "II ", "IX" or "FanFold ", any thickness. Membrane: Loose laid one of the following: CSPE, EIP, PVC, EPDM, TPO or CPA. Surfacing: River bottom stone (3/4 in. to 1 -1 /2 in. diam) at 900 Ibs per sq. Class A, B or C . Deck: NC Incline: 1/2 Existing Roof System: Class A, B or C built -up system, smooth surface, cap sheet or gravel surfaced (gravel maintained) to retain the existing Classification. Insulation: "R- Gard" Type "I ", "VIII ", "II ", "IX" or "FanFold" 1 in. max thickness. Membrane: Mechanically fastened one of the following: CSPE, EIP, PVC, EPDM, TPO or CPA. CERTAINTEED CORP R11656 1400 UNION MEETING RD PO BOX 1100, BLUE BELL PA 19422 GS Roofing Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below. GS Roofing Type GI Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex -I -Glas, Premium Flex -I -Glas or Flex- I -Glas FR Base Sheet is a suitable alternate for the G2 glass base and the Type 15 All- Weather/ Empire base sheet. Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combus- tible decks requiring insulation. Two plies Type G1 may be utilized in place of one ply Type G2 . EPS insulation followed by 1 /2 in. cover board may be utilized in any of the following systems. The "YOSEMITE" may be used in any of the following noncombustible deck roof systems and, where indicated, in combustible roof deck systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 Base Sheet: Tvpe G2 Glasbase. Ply Sheet: Type Gl Flintglas or Type G2 Glasbase. urfacing: Gravel or slag. eck: C- 15/16" Incline: 1/2 All joints blocked. Base Sheet: Two lavers Type G2 "Glasbase" base sheet or Type G -1 "Flintglas Ply Sheet" . Surfacing: Type G3 "Flintglas Mineral Surfaced" . 3. Deck: NC Incline: 3 Base Sheet: Two ]avers Type 15 All Weather /Empire. Surfacing: Gravel or slag. 4. Deck: NC Incline: 3 Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. i . Deck: C 15/32 Incline: 3 Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet: Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt. 1 I , I • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') 4 System Manufacturer: NOA No.: g� 'El Pi_ Design Win Pressures, From RAS 128 or Calculations: Prnax1: Pmax2: 0 1 Pmax3: /" Max. Design Pressure, Ficalpecific NOA System: Deck: Type: /,J/ Gauge/Thickness: Slope: ,. G ' / / �� //'' Anchor Base Sheet & No. of Ply(s): / - Ot(10.Z. � 'f. • .- - , 7/ 4 ._ An 1 asP Sheet P. ,-. (k,z, In Base Layer:.: Base Insulation Size a fhicknesis:_ - Base In -t'on ast ,:•n '.. tteri C e Z - �F. / S7k - 4 1 aeg Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastene n din" g 1Gfaterial: Base Sheet(s) & No. of Ply(s)• 9ase ee Faste er/ ondin eta'. V? CA r ,4 7 J Ply Sheet(s) & No. cf Ply(s): P!y Sheet Fast nBondi Tc Ply W //1llls /y , '( Tcp °ondin /_ � SLfac:ng Section C (Low Sloped Roof System) s-, hf Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc © Lap, # Rows @ ✓ • oc Perimeter: P " oc @ Lap, # Rows k_ @ 4 . oc Corner: J " oc @ Lap, # Rows r @ �' oc Number of Fasten rs Per Insulation Field Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. • Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sp cing or Submit Manufacturers Details that r#nply with RAS 111 and Chapter 16. r 5X3 2.yy4 N1 / Board Perimeter Corner b 1.C. r/Z" /t i /1//2 /,' s c //':'C e el Parapet Height i2 Mean Roof Height • Membrane Type: SBS MODIFIED Deck Type 1I: Wood, Insulated, New Construction Deck Description: Minimum 19 /32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o.•c. System Type A (6): Anchor sheet mechanically fastened; all layer of insulation adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener ' (Table 3) Density /ft ACFoam -II, UltraGard Gold, ENRGY -2, ENRGY-3, PSI -25, FlintBoard ISO . Minimum 1.5" thick •NIA N/A Fiberglas Minimum 15 / 1 6' thick N/A N/A Perhite Min imum pi's" thick N/A N/A High Density Wood Fiberboard Minimum W/s" thick NIA N/A Dens -Deck Minimum C IO" thick N/A " N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs1100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as atop layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Glasbase or or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Base Sheet: One ply of Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex -I Glas FR Base or Poly SMS base adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 13 of 40 Membrane: Surfacing: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR Cap sheet, Flexiglas Premium Cap .960, Ultra Poly SMS or Flintglas Mineral Surfaced Cap Sheet adhered to base/ply sheet with approved mopping asphalt applied within the EVTrange and at a rate of 20 to 40 Ibs.sq. or Flintlastic GTS torch adhered to base/ply sheet. . (Optional) Install one of the following: - 1. 400- lb. /sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibisq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 1 gal. /sq. Maximum Design Pressure: , - 60psf. (See General Limitation #7) NOA No.: 03- 0827.02 Expiration Date: 06/19/2008 Approval Date: 05/06/04 Page 14 of 40 . 08/23/2004 15:50 3057518579 ABC SUPPLY CO 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY 1. 1 . ROOF COVERING MATERIALS (TEVT) Rooting Systems (TGFU) tin ued surfacing: Gravel, 6. Deck: 0 -15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination cif the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet: Type G2 "Glasbase" base sheet, Ply Sheets: Two to three layers of Type 01 "Flintglas" ply sheet or Type G -2 "Glasbase" base sheet. Surfacing: Gravel or slag_. 7. Deck: C- 15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the (lowing: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness - Membrane: Three or four layers of 'Type G1 "Flintglas" ply sheet. urfacing: Gravel or slag. eck: 0-15/32 Incline:1 Vapor Retarder (Optional): Type 02 "Glasbase" or UL Classified vapor retarder, Insulation (Optional): One or more layers or combination of the following_ Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheets: Two layers Type GI "Flintglas" ply sheet. Cap Sheet: One layer Type 03 "Flintglas" cap sheet. 9. Deck: NC Incline: 1/2 insulation (Optional): One or more layers or combination of the following: Johns Manville "E'NRG'Y 2 ". polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base sheet: Two layers Type G2 "Glasbase" base sheet or Type 01 "Flintglas Ply 5hect" Surfacing: Type G3 "Flintglas Mineral Surfaced" . 10. Deck C- 15/16" Incline: 1/2 "All joints blocked. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min, wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. min. Base Sheet; Two layers Type 02 "Glasbase" base sheet or Type 01 "Flintglas Ply Sheet" . Surfacing: Type G3 "Flintglas Mineral Surfaced" _ Class B L beck: C -15/32 Incline: 1 /2 Base Sheet: Two layers Type 15 "All Weather /Empire ". Surfacing Type 03 "Flintglas Mineral Surfaced" , 2. Deck: C -15/32 Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more lavers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheets: One layer Type 01 "Flintglas" ply sheet. Cap Sheet: One layer Type G3 "Flintglas" cap sheet, • Class C 1. Deck: C 15/32 Incline: 1 Base Sheet: Type G2 Glasbase. Ply Sheet: Two layers Type 01 "Flintglas" Surfacing Hot roofing asphalt, 20 lb/sq. 2. Deck: C -15/32 Incline: 1 Base Sheet: Type 02 "Glasbase" Ply Sheet: Two layers Type 01 "Flintglas" or Type G2 "Glasbase" . Surfacing: Hot roofing asphalt, 20 lbs /sq. 3 . Deck: NC Incline: 3 Base Sheet: Type 02 "Glasbase" • Cap Sheet Type 03 "Flintglas Mineral Surfaced" . COAL TAR ('ITCH FELT SYSTEMS WITH HOT ROOFING COAL. TAR PITCH Class A Deck C 15/32 incline: 3 Insulation: Polylsocyanurate, 1 min. mechanically fastened or hot mopped. Ply Sheet: Four to five plies cnal tar saturated organic felt or three plies of Type G -1 "Flintglas" ply sheet hot mopped with coal tar pitch or coal tar bitumen. 3 . 4, Roofing Systems (TGPU)—Con tirtucd Surfacing: Gravel. 2. Deck: C -15/32 Incline: 1/2 Vapor Retarder (Optional): Type G2 "Glasbase" or UT. CFassified vapor retarder. Insulation ( OptionaI): One or more layers or cnribinatian of the following: "Ultragard Premier ", poiyisocyanurate, perlite, gloss fiber or wood fiber. Membrane: Three or four .layers of Type 01 "Mingles" ply sheet. Surfacing Gravel or slag. COLD APPLICATION SYSTEMS Base sheets are mechanically fastened to combustible decks. Base, ply and cap sheets are set in Fib:ex Cemeit at 1.1/2 gal /N. to noncombustible decks and between plies. Class B Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): Type Q "Glasbase' base sheet .si Ut. Classified vapor retarder. Insulation (Optional): One or mot layers or combination of the following: Polyisocyanurate, perlite ghss fiber or wn0Oi fiber. Base Sheet: One layer of Type G2 "Geshase" i, 'sect. Ply Sheets: One or Two layers of Typi'Gl "Flints° . ply sheet. Cap Sheet: One layer of Type 03 " Flintgas .Miner i surface" Cap eheet. MAINTENANCE AND REPAIR 9YS'1 7MS Class .A, B or C Deck: NC Incline: 3 Existing Roof System: Class A, B or C covered with: Insulation: Polyisocyanurate, nailed or secured with hnt roofing asphalt, coal tar pitch or coal tar bitumen, asphalt halt Base Sheet: Asphalt: organic, asphalt glass fiber, coai tar felt t P organic /glass fiber ply sleet combination, hot mopped, Surfacing: Gravel. 1. 2. LOOK FOR THE UL MARK ON PRODUCT PAGE 02 ROOF COVERING MATERIALS (TEVT) 93 Class A Deck: C -15/32 Incline: 3/4 Existing Roof Systern: Class A,11 or C (gravel may be .removed) covered with; Vapor Retarder (Optional): Type 02 "Glasbase" base sheet, Type G3 "Flintglas Mineral Surface" cap sheet inverted or UL Classified vapor retarder. insulation (Optional): One or more layers or combination of the following; Polyisocyanurate/perlite, glass fiber or wood fiber insulation. Base Sheet One layer of Type 02 "Glasbase" bane sheet or Type G3 "Flintglas Mineral Surface" cap sheet inverted. Membrane: One layer of "Flintlastic GTA, GTS" (modified bitumen), heat fused or "Flintlastic GMS" hot mopped, Surfacing: APOC "No. 212 Fibrated .Aluminum" at 1 and 1/2 gal /sq. Deck: NC Incline: 1 Existing Roof System: Class A, 1 or C (gravel may be .removed) covered with: Vapor Retarder (Optional): Type G2 "Glasbase" baize sheet, Type G3 "Flintglas Mineral Surface cap sheet inverted or UL Classified vapor retarder Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet: One layer of Type G2 "Glasbase" base sheet or 'Type G3 "Flintglas Mineral Surface cap sheet inverted. Membrane: One layer of "Flintlastic GT.4 ( -3/4 sq or -1 sq). GTS" (modified bitumen), heat fused or "Flintlastic CMS" hot mopped. Surfacing: APOC "No. 212 .Fibreted Aluminum" at 1 and 1/2 gal. /sq. Deck: C -15/32 Incline: 1 Existing Roof System: Class A, 13 or C (gravel may be removed) covered with: Vapor Retarder (Optional): Type 02 "Glasbase" base sheet, Type G3 "Flintglas Mineral Surface" cap sheet inverted or 1.11 Classified vapor retarder. insulation (Optional)! One or more layers Or combination of the following: Polyisocyanurare, perlite, glass fiber or wood .fiber insulation. Base Sheet: One layer of Type.. Ge "Glasbase" base shed vr Type G3 "Flintglas Mineral Surface" clap sheet inverted. Membrane: One layer of "Flintlastic GTA ( -3/4 sq or -1 sq), GTS" (modified bitumen), beat fused or "Flintlastic CMS" hot mopped. Surfacing: Karnak "No. 97 Fibrated Aluminum" at 1. and 1/2 gal /sq. Deck: C -15/32 Incline: 3/4 Existing Roof System: Class A, 13 or C (gravel may he .removed) covered with; Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/30/2004 Applicant: LUIS DEL Owner: CANTO JOB ADDRESS: 1266 NE 94 Contractor Local Phone: 305 - 681 -4787 Parcel # 1132050100170 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1038 CANTO LUIS DEL ST SHILOH ROOFING CO INC OF SO FLA Contractor's Address: 709 N. E. 74 ST. Permit Status: APPLIED Permit Expiration: 1/24/2005 Construction Value: $4,350.00 Work: RE -ROOF FLAT DECK Page 1 of 1 Legal Description: MIAMI SHORES BAY VIEW PB 40 -16 LOT 19 & E15FT OF LOT 20 LOT SIZE Fees: FEE2004 -7762 FEE2004 -7763 FEE2004 -7764 FEE2004 -7765 FEE2004 -7766 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $3.00 $1.00 $6.88 $15.00 $300.88 Total Fees: $300.8$ Total Receipts: — slam 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: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NOM 3 - C ) C - V / _p 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 in this Notice of Commencement. AirAMMENIMMMYMNIN 3. Owner(s name and address: . _ T O - P '' al description property and st. - -t/address: m 1 Interest in property: S /�►., Name and address of fee simple eholder: /v 4. Contractor's name and address: / SAT 5. Surety: (Payment bond required by owner from contracto ,) 11 rA Name and address: Amount of bond $ 6. Lender's name and address: c✓rrNEss ray ;,r ^:J onk 7. Persons within the state of Florida designated by Owner upon whom notices or provided by Section 713 13 (a)7., F orida Statutes, Name and address: ?.3i64f 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), F Name and address: /�6 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) Signat Print Owner's Name •b'1 }#1 c Sworn to and subsp r: I.bi'T r 's 14" day of 30 1-4 • RY A Notary Public Print Notary's Na1ne My commission' e 123.01 -52 PAGE 4 8/02 on Statutes. CMS Prepared b CFN 2004R04647355 OR Bk 22529 Ps 1890; Ups) RECORDED 07/30/2004 10:42:32 HARVEY RUVIN, CLERK, OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE v OF" 111111111111111111111111111111111111111111111 documents may be served as date is 1 year from the date of recording unless a .1J4 O /SD) 74./F-s y Address: 043 712 / J'l MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date /(0 Type Insp'n Permit No. Name Address Comp ny Phone # oy- lo3g __kGeuvu 3 os_ -671 - L ?J Inspection Date V 3 j / D Approved Correction Re- Insp'n Fee •MIMI SHORES VILLAGE BUILDING DEPARTMENT q‘ 3a5-795-2204 Building Inspection Request Dat Type Insp n A\ Uo, .9 - ,-,/, f Permit No. • Name .,,,,)(:) ,. ( 71- 17) v) Address )), ( ( r )l) 's C . 1 k r j ir I) Company ,-) ..): ,. -'■ r.',./ --■ . . 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