The URL can be used to link to this page

144 NE 101 St (7)Date Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request b For Inspector: /)2'' / u ; Nam,Date Approved Correction ❑ Re- Insp'n Fee ❑ (v? vr/.7- • PERMIT APPLICATION FO R MIAMI SHORES VILLAGE `12q7/ � y Date b r /2� Job Address /' Iv G / t 1 Z q. Tax Folio •' 1- ®ti .08 -Me Legal DescriptionLd ( ? "6G„/{ /S •ertQe , 1 Owner/Lessee / Tenant hi; q M : S A d r { d4ir - ?Li iv CA Lc Ktyla Permit # Owner's Address Phone Contracting Co. ' .5" /f, o lam' /]� ('► Address / ,,2 "9 S + In: 4 , Qualifier /t �1 7' ,4 ! 1 b ( e7 9443 Phone 95 )- y 3 3 0 11 S r State # 5 ? 9 ' C Municipal # Competency #0 / ?Erg 0 Ins. Co % e L2 Architect/Engineer Bonding Company Mortgagor OWNER'S constructi it' Oe ti cle one): BUILDING ELECTRICAL PLUMBING MECHANIdL ROOFIN FEES: PERMIT ORK DESCRIPTIO /1/S7Ax. r YY?ry .21.` (' , c2- 1,40r A / F2 4T teNt 4. 2'1/ 1 -4 7.2.4._ yv c 2. oLo Square F 0 0 Estimated Cost (value) 2 8-" C d J - 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 perfonned 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. AVIT: I certify th all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating • r ' 0 /'/ and zoning. Furth /�. e of owner and/or Condo President Notary as to Owner* t/gr CondotOtEOD My Conunissiir►; ;,:: MY COMMISSION # DD 012023 EXPIRES: April 4, 2005 Bonded Thru Budget Notary Services lF o° e, I authorize the above -named contractor to do the yvgtk stated. RADON ate C.C.F. Historically Designated: Yes No Address Address Address Signature of Contractor or Owner - Builder II tra OS301- Nifllti23 hxpirWPlRES: April 4, 2005 •°, ' i rof oov`Oe Bonded Thru Budget Notary Services No My C AVING FENCE SIGN D Date ✓ n NOTARY n BOND 3 TOTAL DUE �6 d'Z' Electrical APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Coatractornw 1L s .'s'�Na D � d'U' I ✓ ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) artar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Sh4kes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft') c 2e ,0 Total (ft') 4 c3 0 Master Permit No. Exposure category (per ASCE 7 -88' Building Classification category (per ASCE 7 -88 table Ft. Ft. 123.01-78 4/99 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. P 1A1 114 ht 9 / 30 Job Address: ROOF HEIGHT AND/SYST A4— DETAILS S 7 - S -fit^ Deck type: l/V 0 a � 1 'v' ATTACHMENT (Draw details a eded) Fastener Type: , 7 L am"' SPACING Ficld� G' Perimeter: 4 'C Corner: cK DETAIL 1 & 2 Page -1 /.v- Az-/F'ae9 ROOF PLAN 2-a Ridge Ventilation? 1 N Deck type: \,/ o ,Vk Underlayment: MEAN HEIGHT / Insula 12" ROOF SLOP/ D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION /1i7,1 ? o tion: Fastener type & spacing: 1 Cap Sheet: Page -2 Drip edge: • 7 Row S 0 C F i � 0 fv- 4! - .., G ... ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (P (Pmaxat r X a, (Aerodynamic Multiplier): X A. (Aerodynamic Multiplier): (PmaxP' •5 x X, (Aerodynamic Multiplier)/ TILE CALCUL / M = M � PCA: X. 6 r? ( ) - 1 , 4 ‘ )3 = M r IS9 PCA :O(o, .�1 ) - M ,3 = M / PCA: ' [y APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. A l. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 4eP2. Renailin Wood Decks: W hen replacing roofing, the existing wood roof deck may have to be renailed in accordance g P g g g Y with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) 114 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occuparas of adjacent units of roofing work to be performed. [Yfi 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. MA ' 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. �P t Ventilation: Most roof structures should have some ability to vent natural airflow through the interior,of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 8. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Ow is /Agent's gnature 123.0112 PAGE 2 7/99 Da Contractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE Oldcastic Westile, Inc. 1900 NW 21st Avenue Ft.Lauderdalc ° FL 33311 Approved: 12/16/1999 lateraat mail sddeesn: pomaester ®buildingeodeo MIAMI -DADE COUNTY. FLOR1 A METRO.DADE FLAGLER BUlLD1' G BUILDING CODE. COMPLIANCE OFFiCE McTRO•DAP6 Fl•AGI.ER evILD,NC 1a0 WEST FLAGLER STREET. SUITE MIAMI: FLOR 33t0� p05) 375.2901 FAX IDA (305) 37 00$ CONTILACTOR LICENSING SE ON ,. (305) 375 -2527 FAX (305) 373455I CONTKACTOR ENFORCEMENT SBC'rON (305) 375 -2966 FAX (30x) 373 90S PRODUCT CONTROL DIVIS ON (305) 375.2902 FAX (305) 373 9 Your application for Product Approval of Verona Low Profile Roof Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Tykes of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein This approval shall not be valid after the expiration date stated below. BCCO reserves the right to sec I this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. or sus If this product or material fails to perform in the approved manner, BCCO may revoke. modify, the use of such product or material immediately. BCCO reserves the right to revoke this approval, if i is determined BCCO that this product or material fails to moot the requirements of the South Florida Building Code:.. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99_......114243._ (Revises No.: 99- 0603.02) ;.. Exp iron 12� OO2 Raul R. . guez � Chief Product Control Derision OVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENEI THIS IS THE C CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Apptvvatl has been reviewed by the BCCO and approved by the Buildi and Product Review Committee to be used in Dade County, Florida under the conditions set forth a tanc . • ulntana, Director I of 8' Miami -Dade County Building Code Compliznce Offic ¢03 563 Ilomepage: bttp:Hreww•bmitdinttodeealincei a Code eve. N30 Felt 'OLDCASTLE WEETILE. INC, SCOPE ACCEPTANCE No.: 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE STANDARD CONDITIONS This revises roofing system using "Oldcastle Westile Verona ", as manufactured Oldcastle Westile, Inc. Tile described in Section 2 of this Notice of Acceptance, designed to comltily with the South Florida Building Code, 1994 Edition for Miami =Ddde County. For dhe locations where the pressure requirements, as determined by SFBC Chapter 23, do r exceed the design pressure values obtain by calculations in compliance with RAS 1�F7 using the values listed in section 4 herein. The attachment calculations shall be done a a moment based system. II Category: Sub Category:, PRODTJCTT DESCRIPTION Manufactured by Oidcastic Westile Verona Trim Pieces Anulleaul Prepared Roofing Low Profile Tile Tat Dimensions Spec ficatiopg la 161i" w ag 13" 1 4" thick 1.• varies w - varies varying thickness 2.1Componevts or products manufactured by others riSLCDISi Dime_ aslon NSA N43 Coated Base N/A ASTM D 2626 Sheet Product Description M 112 Accessory trim. concrete roof pieces for we hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PA 112 Low profile, interlocking, high pressure extruded concrete roof tlk equipped with two nail holes and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set application �I Test Product Saodfleetlona Description ASTM D 226 Saturated organic felt to be type I( used as a nailed anchor sheet. Saturated and coated organic base shed for single or double ply underlayment, generic generic Frank Zuloap, RRC Roofiit .Product Control Examiner • r gmdasi Mineral Surface Cap 1 Sheet OLDCASTLE WESTILE. INC. Rainproof R Wood 13etiens Tile Nails Tile Screws Hurricane Clip & Fastte+ea ACCEPTANCE No.: 99- 11Q2.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEtTANCE: STANDARD CONDITIONS Dimensions N/A 30' x 75' roll 36" x 75' roll QC 60' x 75' roll lee and Water Shlold . 36= x 73' roll 10121 min. t "x4" h9,11162Ala min. 1" x 4' for use with vertical battens or min. t "x2'for use alone Min. l0dx MR 2 fi° long 0333" head die. 0.131" shank dia. 0.175" scum thread diameter min. !s" width min. 0.060" thick Clio Fasteners min. 8d x Test Sneciycatiorg ASTM D 249 PA 104 PA 103 Self adhering underlayment W.R. Grace Co. for uac u 109 ply in a two ply underlayment system with Approved 030 or #43 as the base layer. • Wood Preservers Salt pressure treated er decay Institute LP - 2 resistant lumbar battens PA 114 Appendix E smooth shank nail PA 114 Appendix E PA 114 Appendix E Product Description Mineral surfaced asphalt roll roofing for up as a top ply in a double ply untirlayment system. Single ply, nail -on • underlayment with 2' self- adhering op edge. Corrosion resistant, screw or Corrosion rwistand coated, square drive, galvanized, coarse thread wood screw Corrosion resistant bronze, aluminum, stainless steel, galvanized steel or plastic attachment mnent clips for s9pplsrmeatal the attachment Clips are installed with corrosion resistant roofing nails compatible with the clip. A human all Mil -art Manufarturcr generic Protect.O -Wrap, Inc. with current NOA with current NOA generic generic generic generic Roofing Product Control Examiner 4 r uc -tsana RoofTile Adhesive . N/A (" Polypr+o®AK 160') i, ; • • LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dadc. County Certified Laboratory to perforce quarterly test its accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review, 3.4 Minimum underlayments shall be in compliance with the ripplicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped uaderlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck muniments shall be in compliance with chapter 29 of the SFBC. Factory prc ilted Canisters See PCA Siasle component polyurethane foam roof the adhesive See NOA Two component polyurethane adhesive designed for adhesive set roof die applications. Flexible Products (with current NOA) Polyfoam Products. Inc. with current NOA Frank Zuloaga, RRC Roofing Product Control Examiner OLDCASTLE WESTILE. INC. ACCEPTANCE No. : 99 -110x. APPROVED: December 16, 1999 EXPIRES: Dcccmbcr 16, 2002 S INSTALLATION 4.1.1 "Verona Tile" and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Verona Tile Table 1: Aerodynamic Multiplyer$ X(ft3) (fl') Tile . ( ) Profile Batten A •_ lication Direct Deck A - - lication .289 Tile .Profile 3 ":12" 4 ":12" . 5 ":12" Battens Direct Battens Deck 7 ":12" or • rester Wed Deck Table 3: Attachment Resistance Expressed as a Moment - M, (ft -1bf) for Tile Profile Fastener Type 2 - 10d R Shank Nails 1-100 Smooth or Screw Shank Nail Field CU 1.10d Smooth or Screw Shank Nall Eave C11 2-104 Smooth or Screw Shank Nails Field Ch • 2 - 100 Smooth or Screw Shank Nails Eave CH • 2.10d Rin . Shank Nails '►� u l Installation with a 4' sus heads& • and fastamers are located a min. of 2' 2 *8 Screw Direct Deck (min 15I32" plywood) 5 Zulosga, RRC Roofing Product Control Examiner O1.DCASTLj WESTILE, INC, Tile Profile Verot a Tile erona Tile ACCEPTANCE No. • 994142 0 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE• STANDARD CQNDITION Table 4: Attachment Resistance Expressed as a Moment M (ft-tbfl for Two Pa Adhesive Set S stems Tile Profile Verona The Tile Application Adhesive Minimum Attachment Resistance 26.1 2 See manufactures component approval for instsllsdon requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Poyfoarn Product, Inc. Average weight parA4ty 8 prams. Table 4A: Attachment Resistance Expressed as a Moment • Mr (ft -lbf) for Sin . le Pa Adhesive Set S stems Tile Application 4 Large paddy placement of 54grarte of PotyPro^'. 5 eddy placement of 24grams of PolyProlm. Polyfoem PolyPron' Polytoam PoyProT Minimum Attachment Resistance 86.61` 45.5 Table 48: Attachment Resistance Expressed as a Moment - Mr(tt-IM) for Mortar Set Systems Tile Tile Attachment Profile • • Iication Resistance Mortar Set 20.60 s LABELING. All tiles shall bear the imprint or identifiable mazidng of the manufactures name or logo, or following statement; "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 . This Notice of Acceptance. 6.1.2 Any other documents required by the-Building Official or the South Florida Building Code (SFBC) in order to properly evatuite the installation of this system. Fronk Zulo$P, RRC Roofln8 Product Control Examiner ;; DJI S T E WESTIY E. INC. NAIL HOLES 1 -114" 11 -3/ 18.1P2" • WATERLOCK PROFILE DRAWING 1 -1/2" VERONATILE ACCEPTANCE No. : 99"1 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 OVERLAY 13" WATER COURSE Fronk Zulaaga, RRC Rooffns Product Control Exeralner 2 -1/8" NOSE `t. bC Olunl .v Jerry,( V/ V V r V v OLDCASTLE WE T(LE. INC, ACCEPTANCE No. : 99- 1102.02 APPROVED: December 16, 1999 EXPIRES: December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has filed and the original submitted documents, including test- supporting data, engineering documents, aro no older than eight (8) years. • Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d The engineer who originaUy prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, rue, and/or manufacture of the product or process shall automatically bs cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this offtoe. , . • Any of ttte'following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the words Mlaml.Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. • A copy of this Acceptance as well as approved drawings and other documents, whom it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. • This Notice of Acceptance consists of pages l through 7 and this last . x END OF TIM ACCEPTANCE a d r Fran Zulosgi. RRC Roofing Product Control Examiner 8 OE ACCEPTANCE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING Air BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAMER BU14DINO 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 . (305) 375.2801 FAX (305) 375 -2808 PRODUCT CONTROL NOTICE Taatko Roofing Products, Inc. 2zo. Fourth St. P.O. Box 1404 Joplia; MO. 64801 Your application. for Product Approval of: Tamko Modified Bitumen Roofing Products and Systems over Wood Decks under Chapter 8 of the Miami•Dadc County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation, Underwriters Laboratories, Inc., Dy natech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Fiotida underthc specific conditions set forth on pages 2 -19 and the standard conditions on page 20. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality conirol testing. If this product or material fails to perform in the approved manlier, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer 'ACCEPTANCE NO.: 97- 0916.11 Ret•iscs;95- 0720.02 . EXPIRES: 10/01/01 PRODUCT CONTROL DIVISION (305) 275 -2902 FAX (305) 372 -833s Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSREET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS .BUILDING CODE COMMITTEE This•application for. Product Approval has been reviewed by the Miami -Dadc County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade Coup. Florida under the conditions set forth above. APPROVED: I0 /01/9S Internet men anrlress: pr.oneeurOntiildindcedennline rnrn Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County Hnm'P1(1 httn-ft. ;.' h;iI iir.• •- TA■KO ROOFING PRODUCTS, INC. Awaflex Tam - Glass PrcrniumYM • • Awaflex FR Awaplan Versa- Roll weight: 100 Smooth Ibs. 33' I I " x 39 Awaplan Versa -Flex Roll weight: 76 Ibs; ASTM D 5147 33' 1 r x 39.3/8" Base - N - Ply® Glass - Baser" Tam-Cap TM .: • .Tam -Ply I VTM T)pc 43 Base Sheet Dimensions Roll weight: 76 lbs; ASTM D 5 147 35.9' x 36" Roll weight; 76 lbs; ASTM D 5 147 35.9' x 36" Roll weight: 72 Ibs 108' x 36" • Roil weight: 72 lbs.; 108' x 36 ": Roll weight: 83 Ibs.: 36' x 36" Roll weight: 53 lbs.: 180' x 36" Roll weight: 44 lbs.; 180' x 36" Roll weight: 85 lbs.: 72' s 36" ASTM D 5 147 ASTM 0 4601 ASTM 0 4601 ASTM D 228 Type! ASTM D 2175 Type VI ASTM D 2178 Type 1V 'ASTM D 2626 Page 3of20 Test . • Snetiticatignn Product Control No.: 97 -0916.11 Product Description SBS modified cap sheet constructed with a 1 S3gm /m= non - woven polyester mat saturated wittf asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap sheet constructed with a 155Etm /m= non- woven polyester M31 saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. A 150 u'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. A 190 eim' nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphali as a base ply in 3 ply modified systems. Type 11 asphalt impregnated and coated glass fiber base sheet for use in ' conventional and modified bitumen built - up roofing. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type 1V asphalt Impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Frank Zuloaga, RRC 1• • TAMKO ROOFING PRODUCTS, INC. Vnpor.ChanTM . Versa Flash 160 Versa -Base FRT I Versa - Brien't Versa -Cap FRTTM Tam -Pro Fibcred Emulsion Tarn-Pro Primer Tam•Pro Fire Rated Fibcred Aluminum Roof eating T'at4ecnc'i/Identifier Factory Mutual Research Corporation Roll weight: S6 lbs.; 36' x 36" Roll weight: 89 Ibs; ASTM D 5 147 33'4" x 36" Roll weight; 60 lbs.; 54' x 36" Roll weig :ic: 94 Ibs.; 54' x 36" R6II'svcight: 37 lbs.; 36' 4" x 36" 5 gallon S gallon 5 gallons Tat y Snecificat1Qn ASTM D 4397 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 1227, type IV ASTM D 41 ASTM D2S24, type 111 EVYDENCE SUBMITTED Nun Class 1 Fire; 1 -90 Windstorm Classification Class 1 Fire: 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Class I Fire; 1-90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm Classification Class 1 Fire; 1 -90 Windstorm J.1. Classification Page 4 of 20 Asphalt based primer 1.1. 1 K2A9.AM 1.1. Or0A7.Arvt 1,1, IXIA5.AM 1.1. 2TOA2.AM Product Control No.: 97. 0916.11 Product • Dicription Heavy duty fiber glass base sheet impregnated and coated on both sides with asphah'wlth or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Flashing material reinforced with 180 Jm= polyester mat saturated with asphalt and on both sides with Keaton SBS rubber modified asphalt; surfaced with ceramic granules for protection from ultraviolet degradation. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced. SBS modified bitumen top membrane. Protective coating. Flame retardant protective coating Renort Aatc 1.1. OQSA7.AM 10.04.90 1 I.27.S5 Frank Zuloaga, RRC 07.0$.81 07.19.93 01.21.91 .90 • TAM= ROOFING PRODUCTS, INC. Product Control No.: 97 -0916.11 • At nc'ndenti r1cr Southern Building Code Congress International Tornio Letter Underwriters Laboratories, Inc. Dynateclt Engineering Corporation Exterior Research d: Design, LLC. • 'am Comparative Rupture Testing Class I Fire Class 1 Fire: 1 -90 Windstorm Classification Class 1 Fire: 1 -90 Windstorm Classification Wind Uplift and Fire Classification Certified Physical Property Data Fire Classification -- see current directory Wind Uplift Resistance Wind Uplift Testing • Wind Uplift Tasting \Vind Uplift Testing Page 5 of 20 1311220 Dos .1.1. 4D0A7.AM J.I. 0Z4A3.AM 1.1. 1D4A7.AM J.1. 335A9.AM #8315 83225 R3225 -1 through 13 4440.05.95 -2 4440.05.95.1 4444.06.98 -1 10.21.98 OS 27.97 10.20.97 08.27.978 03.10.83 07.13.81 Published Annually 02.17.94 05.01.95 05.01.95 06.15.98 Frank Zuloaga, RRC R onfintr Product Control Examiner ''AMIGO ROOFING PRODUCTS, INC. Product Control No.: 97 -0916.11 Deck Type 11: • Wood. insulated. New Construction Deck Description; 1 9/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened: all layers of insulation adhered with approved asphalt. • All General and System Limitations apply. Anchor Sheet: One ply ofTamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck �s described below: Fastening: SYSTEMS (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and I-5/S" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. ( —S2.S psf. See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF He Plates, SFS #12 or HD Insulftxx S. or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and IT o.c. in two staggered rows in the center of the sheet. ( -60.O pcf, See General Limitation 007_) • Insulation Fastener. Fastcaiug Fasteners Fastener !&,Ise Laver ]'a petal! No Per bard Density One or more layers of any of the following insulations: Approved Type(s): ACFoam II Minimum: 3' x 4' :c 1.2" N/A N/A N/A . cA Approved Type(s): E "NRG "Y -Z, PSI -25 Minimum; 3' x 4' x 1.4" NIA NIA N/A N/A Approved Type(s): UltraGard Gold Minimum: 3' x 4' x 1.3" • NIA N/A N/A N/A Insulation • • Fastener Fastening Fasteners Fastener Base or Top Laver Bps Detail No. Per I3eartI nensikv N/A Approved Type(s): Cclotherm, GAFTEMP Fermalita, Fesco Board Minimum: 2' x 4' x V." N/A N/A NIA Approved Type(s): High Density Wood Fiberboard, Structodck FS Minimum: 2' x 4' x h" N/A N/A Page 6 of 20 N/A Frank Zuloaga. RRC N/A • TAMKO ROOFAhiG PRODUCTS, INC. Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of20-40 lbs. Please refer to Miami -Dade County Roofing Application Standard PA, 117 for insulation attachment. Insulations 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 aka top layer placed with the poly isocyaauratcside facing down. Base Sheet: Ply Sheet: Membrane; Awaplan Premium, Awaplan Premium FR. Awaplan 170. Awaflex, Awaflex FR.. • Awaplan 170 FR, Awaplan Versa - Smooth. Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the VT range and at a rate of 20-40 lbs. /sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Surfacing: Maximum Design Pressure: Maximum Fire Classification: See General Limitation >r 1. Maximum Slope: Sea Anchor Sheet Fastealno Options above. See General Limitation 01. Page 7 of 20 Product Control No.: 97- 0916.11 One ply ofTam -Ply IV, Tam -Glass Premium, Glass -Base. Base -N -Ply, Versa- Base, Versa - Smooth, Awaplan VersaFlex, or Vapor-Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV, Base -N -Ply. Awaplan VersaFlex, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs. /sq.. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes; • , . 400 lb./sq. gravel or 300 Ibisq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Aluminum Coating, Henry S2-0. or Karnak 97AF applied at ! galJsq., or Grundy Fibered Asphalt Emulsion. or Tarn-Pro Fibered Emulsion at 3 gal /sq. . Frank Zuloaga. RRC Rnnfinr. Prnriurt Cnnrrnl Fxnmintr 'TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 'Deck Type 11: Woad. in3uinted, New Construction Deck Description: 19 /33" or greater plywood or wood plank System Type B(1): Bose layer of insulation mechanically fastened: optional top layer adhered with approved asphalt. All General and System Limitations apply. • • . Insulation Fastener Fastening Fasteners Fastener Base Layer IXILS Detail No Per Roar d Density Approved Typc(s): ACFoam 11 Minimum: 3' x4'x 1." Minimum: 3' x 4' x 1.2" Minimum: 3' x 4' x 1.2" Minimum;. 3' x 4' x 1.2" Minimum: 3,x 4' x 1.4" Minimum: 3' x 4' x 1.4" Minimum: 3' x 4' x 1.4" Minimum: 3' x 4' x 1.4" Approved Type(s) :'E "NRG "Y -2, PSI -25 Minimum: 3' x 4' x 1.4" Dckfast S Minimum: ' 3' x 4' x 1.4" Olympic S Minimum: 3' x 4' x 1,4 Roofgrip S Minimum: 3' x 4' x 1.4 ". Tru -Fact S -Approved Type(s): Hy -Therm White Line Minimum: 4' x 4' x 1.2" Dekfast S Minimum: 4' x 4' x 1.2" Olympic S Minimum: 4' x 4' 1.2" Roofgrip S Minimum: 4' x 4' x 1.2" Tru -Fast S • Approved Type(s): Minimum: 3' x 4 Minimum: 3' x 4' .c Minimum: 3' x 4' x Minimum: 3' x 4' x Dekfast S Olympic S Roofgrip S Tru•Fast S Dckfast S Olympic S Roofgrip 5 Tru -Fast S UltraGard Gold 1.3" . Dekfast S 13" Olympic S 1.3" Roofgrip S 1.3" Tru -Fast S Approved Type(s): ACFoam Composite Minimum: 4' x 4' x 1.5" Dckfast S Minimum: 4' x 4' x 1.5" Olympic S Minimum: 4' x 4' x 1.5" Roofgrip 5 Minimum; 4' x 4' x 1.5" Tru -Fast S (2) [ [ [ (2 ( (2] (2] [2] [2] [ [2) [3] [3] (3] ( Page 8 of 20 6 6 8 8 8 8 6 6 6 6 4 4 4 4 6 6 6 6 3 3 3 6 6 Frank Zuloat;a. RRC 1:2 11.= l ;2 ft.' 1 :2 ft? I :2 ft.= 1 :4 f1? I :4 rt? :4 ft.� :4 I\.= I :2 ft.- :3 ft.: 1:2 ft.: I :2 ft.: 1:2 IV 1:2 ft. 1:2 ft.: 1:2 ti? 1:2 ft.' 1:2 ft.= 1:2 ft.: 1:2 ft.' 1:4 f1? 1:4 !t.' 1:4 ft? 1 :4 ft? TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 • Approved Type(s): Celotherm, ConPeri, GAFI'ENIP Permalite, Fesco Board Minimum: 2' x 4' x 1" Dekfast S f 1) 4 1 : 2 ft: • Minimum; 3' x 4' x 1" Olympic S (1) 4 1 ft. Minimum: 2' x 4'x.1" Roofgrip S (1) 4 1 ft Minimum: 2' x 4' x 1" Tru -Fast S (1) 4 1:2 ft? Approved Type(s): Armor Board Regular, Esg rd, Cclotcx Fiberboard, GAFTEMP Fiberboard, Huebert Fiberboard, Fop-R Wood Fiber Minimum: 2' x 4' x 1" Dekfast S [ 1] 4 1 :2 V Minimum: 2' x 4' x 1" Olympic S (1) 4 1 : 2 ft,: Minimum: 2' x 4' x 1" Roofgrip S (1) 4 1:2 11.: Minimum: 2' x 4' x 1" Tru -Fast S (1) 4 1 : 2 R: Approved Type(s): Structodei: Minimum: 8' x 4' x 1" Dekfast S (4) 16 1 :2 ft. Minimum: 8' x 4' x 1" Olympic S (4) 16 1 :2 ft,: Minimum: 8' x 4' x 1" Roofgrip S (4) 16 1 :2 ft.' Minimurn: 8' x 4' x 1" Tru -Fast S (4) 16 1 :2 ft.: Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener dc Miami - Dndc County Roofing Application Standard PA 117 for fastening details). Insulation a Fastener Fasteaiag Fasteners Fastener • "Damn Ton Ltver. .S Detail No. Per Board Qcnsity Approved Type(s): CeloTherm, ConPcrl, GAFTEMP Permalite, Fcsco Board Minimum: 2' x 4' x' /." N/A N/A N/A . N/A ''Approved Type(s): ACFoam Composite Minimum: 4' x 4':► l.r WA N/A N/A N/A -Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of20 -40 lbs. Please refer to Miami - Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as Base Lamer 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 potyisocyaauratc side facing down. Base Sheet: One ply ofTam•Ply IV, Tam -Glass Premium. Glass -Base, Bas'.N•Ply, Versa - Base. Versa Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq. Page 9 of 20 Frank Zuloaga, RRC n n • , • TAMKO ROOFING PRODUCTS, INC. Ply Sheet: M e m bran e : Surfacing; Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lbJsq. gravel or 300 lb. /sq. slag in a flood coat ofapproved mopping asphalt at an application rate of 60 Ibdsq.. 2. Tam -Pro FR. Aluminum Coating. Henry 520, or tiarnak 97AF applied at 1Y: gal /sq.. or Grundy Fibered Asphalt Emulsion. or Tam -Pro Fibered Emulsion . at 3 galJsq. Maximum Design Pressure: .4S psf (See General Limitation R9.) Maximum Fire. • Classification: See General Limitation #I. Maximum Slope: 'See General Limitation I{ l. (Optional) One, two, three or four plies of Tam -Glass Premium. Tam -Ply IV. Base-1%14 Awaplan VersaFlex. or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 30 Ibsisq.. Awaplan Premium. Awaplan Premium FR. Awaplati 170. Awaflex, Awallex FR.. Awaplan 170 FR. Awaplan Versa- Smooth, Awaplan VersaFlex, or Versa - Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.; or Awaplan Heat Welding or Versa-Smooth adhered by torch. Page 10 of ZO Frank Zuloaga. RRC Product Control No.: 97 0916.11 :TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Deek Type It Wood. Insulated, New Construction De Description; 19/32" or greater plywood or wood plank. Plywood shall bo attached to 2 x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type 8(2): AU General and System Limitations apply. insulation Fastener Fastening Fasteners Fastener B TY nsc Laver nC Detail No, j'cGBoOrt( pcnsity Approved Type(s): ACFoam II, E•NRG'Y -2, PSI -25 Minimum; 4' x 4' x 1.5" Olympic S [3] 12 1:1.33 ft' Minimum: 4' x 4' x 1.5" SFS insult S (3) 12 1 :1.33 ft.' 4 0 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are m pimum sizes and dimensions; if larger panels are used the number of fasteners per hoard shallinercased maintaining the santc fastener density (Sec Miami -Dade County Roofing Application Standard PA 117 for fastening details). Insulation • Fastener Fastening Fasteners Fastener Ton Laver aQS • Detail No. Per Board Density, ao Approved Type(s): Cclotcx High Density Wood Fiberboard Minimum: 2' x4' x 14" N/A N/A N/A NIA Note: Apply top layer of insulation In a full mopping of any approved stopping asphalt within the EVT range and at a rate of 20- 401bs. Please refer to Miami -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as Base Layer only shall be used only as base layers with a second layer ofapproved top Myer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocystaurato side facing down. Base Sheet: One ply of Tarn-Ply IV, Tam -Glass Premium. Glass -Base, Base-N- Ply, Vcrsa- Base, Versa - Smooth, Awaplan VersaFlex, or Vapor -Chan adhered to the substrate with a full mopping ofapproved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. '(Optional) One, two. three or four plies ofTarn•Giass Premium, Tarn-Ply IV,. Base -N -Ply, Awaplan VersaFlex, or Versa -Bast adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - 40 IbsJsq.. Ply Sheet; AA Base layer of insulation mechanically fastened; top layer adhered with approved asphalt. Page 11 of 20 Frank Zuloaga, R.RC • • TAMICO ROOFING PRODUCTS, U'IC. Product Control No.: 97- 0916.11 Surfacing: Maximum Design Pressure•, y Maximum Fire Classification: Sec General Limitation 01. Maximum. Slope: See General Limitation #1. Awaplan Premium. Awaplan Premium FR Awaplan 170, Av flex. Awaflex FR.. Awaplan 170 FR, Awaplan Versa- Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq.: or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 Iblsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam - Pro FR Aluminum Coating, Henry 520, or Karnak 97AF applied at 1 gal /sq., or Grundy Fibered Asphalt Emulsion. or Tarn -Pro Fibered Emulsion at 3 galJsq. -G0 psf (See General Limitation #7.) Page 12 of 20 Frank Zuleaga. RRC n r n'i tr • TAMKO ROOFING PRODUCTS, VC Deck Type 11: Wood, insulated, New Construction Deck Description: 1 9/32" or greater plywood or wood plank System Type C: All layers of insulation simultaneously mechanically fastened. All General and System Limitations apply. Insulation Fastener . Fastening Fasteners Fastener Base Laver TvL petal! No per Board Density One or more layers of any of the following insulations: Approved Type(s): ACFoam II Minimum: Y x 4'.x 1.2" N/A Approved Type(s); E "NRG "Y -2, PS(-25 Minimum: 3: x 4' x 1.4" N/A Approved Type(s): Hy -Therm White Line Minimum: 4' x 4' x 13" N/A • Approved Typc(s):. UltraGard Gold Minimum: 3' x 4' x 1.3" , N/A Page 13 of 20 Product Control No.:•97- 0916.11 s„ N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/ N/A Note: All layers shall ke simultaneously attached; sec top layer below for fasteners and density. -' Insulation • Fastener Fastening Fasteners Fastener Ten Laver Zxp_g Detail No. . Per Board Density Approved Type(s): Celotherm, ConPerl, GAFTEMP Pcrmalite, Fcsco Board Minimum: 2' x4'x1 " DekfastS (1) 4 1:2 ft? , Minimum: 2' x 4' x 1" Olympic S (1) 4 1:2 ft: Minimum: 2' x 4' x r Roofgrip S [1] 4 1:2 f1.= Minimum: 2' x 4' x 1" Tru -Fast S [ 11 4 1:2 ft? Approved Type(s): Armor Board Regular, Esgard, Celotex Fiberboard, GAFTEMP Fiberboard, Huebert Fiberboard, Kop-R Wood Fiber Minimum:.' x 4' x 1" Dekfast S (1) ' 4 1 :2 ft? Minimum:: x x 1" Olympic S • (11 4 1:2 ft? Minimum: 2' x 4' x 1" Roofgrip S (I 1 4 1:2 ft? Minimum::' x 4' x 1" Tru -Fast S [ 11 4 1 :2 ft. uloaga, Rnnfinn Priuiuct rontro1 Examiner -1 .•a. TAMKO ROOFING PRODUCTS, INC. Product Control No.: 97- 0916.11 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be Increased maintaining the same fastener density Insulation fasteners shall be tested for withdrawal resistance in compliance with Miami- Dade,County Protocol PA 105 t0 confirm compliance with the wind load requirements set forth in Chapter 23 or the S.F.B.C. Please refer to Miami -Dade County Roofing Application Standard PA 11/ for insulation attachment. Base Sheet: One ply ofTam -Ply IV, Tam -Glass Premium, Glass -Base. Base -N -Ply, Vcrsa- Base, Vera- Smooth. Awaplan VersaFlex. or Vapor•Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq. Ply Sheet: (Optional) One, two, three or four plies ofTam -Glass Premium, Tam-Ply IV, Base -N -Ply, Awaplan VersaFlex, or Versa -Base adhered with a full mopping or 4 L approved asphalt applied within the EVT range and at a rate of 30-40 lbs. /sq.. Membrane: Awaplan Premium, Awaplan Premium FR. Awaplan 170. Awaflex, Awaflex FR., Awaplan 170 FR, Awaplan Versa- Smooth. Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. • • Surfacing: ‘'Optional for mineral surfaced Membranes. Required for smooth surfaced mernbrancs: 1. 400 lb./sq. gravel or 300 IbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Tam -Pro FR Aluminum Coating, Henry 520, or Karnak 97AF applied at 14 galJsq.. or Grundy Fibered Asphalt Emulsion, or Tam -Pro Fibered Emulsion at 3 gal./sq. _lvlaximum Design Pressure: . -45 psf (See General Limitation #9.) Maximum Fire Classification: See General Limitation *1. Maximum Slope: See General Limitation #1. Page 14 of 20 TAMKO ROOFING PRODUCTS, ]ETC. Product Control No.: 97- 0916.11 P' . Deck Type 1I: Wood, Insulated, New Construction ' ` Deck Description: 19 /32" or greater plywood or wood plank System Type D: Base sheet attached over insulation. All General and System Limitations apply. Insulation Fastener Fastening Fastcncrs Fastener . Laver Tie Detail No. j'cr Board jaasi.rz One or more layers of any of the following insulations adhered to deck: Approved Type(s): ACFoam 1I Minimum:. 3'201'.:t 12" N/A Approved Type(s)E "NRG" Y-2. PSI-25 Minimum. 3'' a it' s V. " N/A N/A N/A N/A N/A N/A N/A Approved Type(s): H?- 'therm White Line Minimum: 4' x 4' x 1.2" \ N/A N/A N/A N/A N/A N/A N/A • Approved Type(s): Cclothirm, ConPcrl, GAFTEMP Permalite, Feaco Board Minimum: 2' x 4' s N/A N/A N/A N/A Approved Type(s): Armor Board Regular, Es:ard, Cclotex Fiberboard, GAFTEJIP Fiberboard, Huebert Fiberboard, Kop-R Wood Fiber Minimum: 2' c.4' x W N/A N/A N/A N/A Approved Type(s): ' Structodek Minimum:' 4' x 6' x h" N/A N/A N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the base/anchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and for fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. Sec base/anchor sheet bclowfor fasteners and density. Base Sheet: One ply olTamko Glass -Base. Vapor -Chan or Baso-N -Ply fastened to the deck as described below: ' Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD lnsulfi.`s S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the shat. • Approved Type(s): UltraGard Gold •""�� Minimum; . 3'' x 4' x 1.3" . N/A Fastening: Page 15 of 20 uloage, RR ri fir Prnelurt f nntml F.vnminer • TAMKO ROOFING PRODUCTS, Membrane: Surfacing: Maximum Design Pressure: -60 psf (Sec General Limitation #7.) • Maximum Fir; Classification: See General Limitation s 1. S°ee General Limitation g 1. Maximum Slope: Page 16 of 20 Product Control No.: 97- 0916.11 (Optional) One. two. three or four plies of Tam -Glass Premium, Tam -Ply IV. Base -N -Ply. Awaplan VersaFle:c. or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a ratc of20 -40 IbsJsq.. Awaplan Premium, Awaplan Premium FR. Awaplan 1 Awaflex. Awaflck FR., Awaplan 170 FR, Awaplan Versa- Smooth. Awaplan VersaFlex. or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq.: or Awaplan Heat Welding or Versa - Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tarn-Pro FR Aluminum Coating, Henry 520. or Karnak 97AF applied at 1''4 gal./sq., or Grundy Fibered Asphalt Emulsion, or Tam - Pro Fibered Emulsion at 3 galJsq. Frank Zuloaga, RRC n F' t1 1 rl.%r1 r nnrrnl F"nminer 7 Product Control No.: 97- 0916.11 TAM= ROOFING PRODUCTS, INC. notk Typo 1! Deck Description: System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Anchor Sheet: Fastening: a Ply Sheet: Membrane: Surfacing: Wood, Non. insulated 19/ or greater plywood or wood plank decks One ply of Tamko Glass -Base. Vapor -Chan or Base- N -Pt;' fastened to the deck as described below; (Option 141) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the shat. ( -52.5 psf, Sea General Limitation #7.) (Option 142) Attach anchor sheet using CF Dekfast or 414 Dekfast Fasteners with CF Hex Plates, SFS 412 or HD Insutfi.`X S, or Buildex Accutrae Fasteners and 3" Square Plates spaced 12 c in " 12" i o.c. i r two staggered rotes in the center of the sheet. (6 0.0 p f S c S (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV. Base -N -Ply, Awaplan VcrsaFlex, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex F(k., Awaplan 170 FR, Awaplan Versa- Smooth. Awaplan VersaFlex. er Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsfsq.: or Awaplan Heat Welding or Versa- Smooth adhered by torch. Optional for mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 16./5g. gravel or 300 lbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60lb.sq;'0 or Karnak 97AF applied at 1' /: 2. Tam-Pro FR Aluminum Coating, Henry 320, ga1Jsq., or Grundy Fibered Asphalt Emulsion. or Tam -Pro Fibcred Emulsion at 3 galJsq. Maximum Design . Pressure: } Maximum Fire Classification: See General Limitation 01. Maximum Slope: See General Limitation 01. Sce Brae Sheet Fastening Options above Page 17 of 20 Frank Zuloaga, RRC R nnfinf Product Control Examiner TAMKO ROOFING PRODUCTS, INC. 4- Product Control No.: 97-0916.11 WOOD DECK SYSTEM LIMITATIONS A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet, Page 18 01'20 Fronk Zuloaga. RRC 4tMKO ROOFING PRODUCTS, INC. Product Control No.: 97 -0916.11 GENERAL LINITTATIONS Fire classification is not pan of this acceptance, refer to a cuircnt Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall'battaclied 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 30.40 Ibs./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. lino recovery board is used the base sheet shall be applied using spot mopping with approved asphalt. 11" diameter circles. 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a continuous arca of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 IbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with PA 105. lfthc fastener value, as field- tested, are below 275 Ibf. 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 specif1c system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing. prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Miami -Dade County Protocol PA 105 and calculations in compliance with Miami -Dkde Roofing Application Standard PA 117. 7 Perimeter and comer areas shall comply with the enhanced uplift pressure of these areas. as calculated in compliance with Chapter 23 of the South Florida Building Code: Fastener densities shall be increase for both insulation and base sheet as calculated in compliance with Miami -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #9 Will not be applicable.) 8 All attachment and sizing of perimeter Hailers. metal profile, and/or flashing termination designs shall conform with Miami-Dade County Roofing Application Standard PA 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicab 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 he applicable.) Page 19 of 20 Frank Euloaga. RRC R -nfin r Prhrinof (antra) F. miner ±,. • TAMKO ROOFING PRODUCTS, INC. Tamko Roofing Products, Inc. ACCEPTANCE NO: MOW'. 220 West Fourth St APPROVED : 10/01/98 P.O. Boa 1404 ' EXPIRES : 10/01/01 Joplin, MO 64801 , ' a , all allar OrACCEPT TAB R IT S Renewal of this Acceptance (approval) shall be considered aftera renewal application has been filed and the original submitted documentation, including test supporting data. engineering document& are no older than eight (8) years. Any and all approved products en shall � Dade permanently Cou y Produ t Con rol I Appravcd'� a or as city. state, and the following statern specifically stated in the specific conditions of this Acceptance. Renewpls of Acceptance will not be considered if, a) There has been a change in the South Florid Building din Code affecting c the evaluation of this product and the product is not in compliance b) The product is no longer the same product (identical) as the one originally approved: c) if the Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product: d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product. for sales. advertising or any other purposes. The Notice of Acceptance 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 Notice of Acceptance is displayed. then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by, the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal Of Acceptance. ' 9 This Acceptance contains pages 1 through 20. END OF THIS ACCEPTANC Page 20 of 20 Product Control No.: 97- 0916.11 .100F1114 SYRIA (T4FU) —C.d d; ter 2/4 In. (min) Georgia4 * ° Ow Dock Oraloymonei me used directly A r dedi 00 ft leigt iu ot i loaf .~ gamed ice/ mast sit M tRi�ri egysor 'Ji�� Msmtsttoa la so acapW V atrenoea w sass Pahl agoaomae legalities M Ym fotImenno wa wa& WW1 peal* sow a sod as so Nara err IVER6uAsts inwgdor. WGIA$ Suatownt Perforated Paso Sheet mg bs 'OW m as addltlonot ply is ' sAr W1 !WMtfW gams. A • mama., yyOAdtenea t 'Mum r. Udd IIss. loose aid w Moe l loss Any LL Quailied membrane wad in a b+UNsted s n. IwtOdmir_livW bettola WIN 3/t to 1•1/t �µd •_ Wm. L Partite. pease fiber or Mood Mir, 3/4 t' inatistloos MarIbrans •Wbamrd' Triad S• (� «TMn� Mods. et 10 at 1,W64. _bile 'w" 3 3. t Ni. p,Mgt tam fiber Or Mood fibs/. 14 i -1 /210. loodiodos um SSW d Typo 15 *Oa a alt: lit V IPs Z. stomboost TEdt 1' (wow mewl. Wisdom Ggvei. fib% any th Root ' COMING MUMS (Ms) sonCrItt rout pasta. GW A • 1RW Mowed Iodise 1/2 WM: IC L 3. Os balms 3/t • i 1990 Roofing Materials: and Systems Directory Udal 1�assrlottem (00 t T Oa floor o> od my Oddness. Swleels s 3/4.0. thicr musts th NO Igor of 10 sw.aorville 1 amend tilt (or t) a* 2 : • i e . f• Ill: elm mood hbo4 3P t �• • lambda Torch 1 (modiRod Marmon). $ofia:1 3/4 w i•�/t Ia. disa tiler bottom ft IMO not at th/s oa w f m utsishirtl rot Mrs Woo 10 OM si t. 2 II mash. b aC SOYwto. lay IbkllaNi. IoM inawbrose 'ivar{julrr�, SR' it ¶smilri l F16% 40.300 m11 (TM. tall Surfadsyt 3tivar bottom *lea (3/4.1. b diem) at 1000 IO/sa or 1rntlladas (Optlonat): Ore m mom laps putts, wood fiber, bur flboti ileum• a paftttwisocya wato eompodte. pmeeal/ trishaws sompos moot ate composite. platelet. at'p Oddness. Wt Shut (Op r �! l a o> * Psi 3 � inulaL 'WbtWoid clop PNrr ado )• SWIsdit tad. . ( laid or WWI b s bad test at hot Use Sheet s oleo or memtsyea Typo it. 62 ors . )� =art m (prania). •RupaeW Mop' Dommth rmth yam) or t 1 Mop Flas �Q . 3. agtl grtlpl pads ME ' 37 • $ setting 114 . Iwdldso (=Os Oae sr more Wed y r oval 004 glom limbos Oar �t p Ile t1 ber1 torep' lst�w of trtm a ) %Maid Ufa o men" (small),1s Mee (wank) ter Moo hie (galas). loasistions Om Or lows swil 0 lem 1yd° s`• !kook. to cesolsits, i4/61.16VinislaNathicknost (Alt from ylvoco0) Ply Wet piesalt)s Oos or mom Myers oF type GS. • (smooth or ids)• (smooth or granule) or ilubstoid.1401 19th Wadi. Itemill M. 12# l4/Z • 3 11 1/Z I. Dodo tae Imam • sell covouni IIATEi1Ms awn 143 ROOFING SYSTEMS (T6W):do s nand Yuo Shoot (Opdomyr Ono or More N* ' of Tnpt 01.02 or 03 edam or own layers of'Iwberoid Tenn l •r000ch or saute). •tubsrold Torch Piro' (WOW. d. or Grandy In lot swath 1 14o. 17° or .16r it 1.3 y i Vw • Emulsion' 4 3 giIM. Vi C. O+aela C•15/it I aK ri lots libel, 3(4 in• min. 'Adulation Ono or mod y. Pent e Loginlriti. worhana. perbta/a►octonorite sorepWit4'perUti/WCNaK campottra phenolic 1.1/2 la. min. of T Q. G2 a W. Imo Shoat ( .�t)s One or mane layw+ (moth or ennuis) Mee nosed Ono of we Won or "Wkaotd To %Mac td tends Plus' (Immria. 'PAW* Mop' (smooth a "anew 'Buberolo Mop Mrs' (weal). Surfadu;pisMt.• gg hallow 1/a 7. Mulattos (Optima): Ono or mote layort podia. wool hDerf a' flba, uoganuwti. miniune, psd O 1 �P umethanu composlto. wood flbef/t norsto 0onposi1 ' photo sase Two or HoneWait;d oWor Ply Shoat (optioo+t)d Ono or mars yen d Tyyso Q. Mowbmost ON a Pere aysfl of •lubedd Tome' (smooth 01 War ilahomW Torch P4u' (9onrts),'ltib.Wid IW (semoth or yawls) • rabosoW Mop KW (gaols). Surfed*: IMmak Mo. I1. 1.1/2. 1NS� L oecle MC 1/1 flboe 3 < in. ei. lasrditloot ON or ram aye penile, pt rr i i Ida yan+raa, sodium, paths/isogamete et1 comisi ss. composite, phanaisc. 1. art. mina of Type il. 02 or W. Moo Shed (Opdanot)a One W Of graborold now laws o TWO' (soma or gunk r 'Lamo lord Ono or ram MOTs Mod (smooth a handle) pubemld th Ptut' (graffito), syaracinp:'AL Ml Madura loaf toatindl st 3-2 oaVs4• audotton (Ood000Us Ord m AM toyed glass fiber. 3/4 I Min, aotyenorsto, urethan% portal ftoopsowwto wfspmfot Paul wathinetonfp�t� phenolic. 14/21� Isis. OLAi 11S Oise Pat a made rays el TM a pl Saw Shama hot mopped or emcka '0 f tot000d to Waco b o hot noPD Pt Shwa ON or molt layers Typo M amMaw'luberuld Mop Fr (emnwle ). at 1.1R 9aVw Surtadoo (Opdose): WAF fended Mumma Woo GK weldor Coat Imbibe at 3 9.04. ';horsed Mop P4ta (pouts). lambdas (Optloaad)t sae a mom Wen Moes fiber. IA mine. 1ieC3mdrrdfia. YmWoAt. Pl totapostl6 Pv� anthem composite. phonolr.1.1/t aim. Pass Spaec"Ono m lay Type 2 'GAfGL4S 175 Bea Std. rot mopped Or aucttan Pty WNW in plea. il '6AfGtILS Per of'fJrf. Ply Si* Ono or more Nina et loo Ply 5' It mapped to Ow. Mmnbrsaaa'Ruberold Towh 170i1'Wangle). n i•1 /2 oiVs SufidO (Optimal): GAF Ahead Aboinua Looting 6/1 flaw Cant [MOW u 1 611/ms >n beds lostMos U. belittling Ieocyenwau. 21a. Ida.. wood fl petite ate yr any to raad, hot roomed « mmcltisi'ally fumed In Saw Sheet Om or lam a or a 'CAMAS 176 yea sr Ilat mopped methenicatly 4&816i (Op t now Myrna a 01 %Amy Pty 'My 4' hat mapptOf place. 1 I I O I4 170F5 (gIa%M). Surf (Options* OAF Flooded Mona Coating W 1.1/2 osv. MW WssVnnisr Coat loodioo at 3 p ; LWt eo: 1/� u ' i��i' kso (pdsaiy:laminate, is 0111110 fiber, any thief, p (0 ( ��cdhe6in. hot tsop o0 or ao�+ablb Ilse Atari Ono or mow *pm of Typo 02 'W GLM s75 base st bit mopped or ttochsaicaWl Wood m PV 4 . ur .Mr 6 �� p� cart toot Typo nil Mswbcams'Wd0uot6town il0SR' (wands). at 24/a IA (Optimist): W Manua A wing Nwgla Cost EmaltIoa st 31w/r astiaa 1/1 11. Gad MC s bog011V & wood (foot boar& puUu. film any thtiknms. hot mopped or aehsolwty bathes in 3a1ats shot b lo. I.DOIC FOR THE UL MARK ON PRODUCE c•I•v•I•t ENGINEER Bobby's Roofing 1220 Kasin Street Opa Locka, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Miami Christian Chruch 14.4 NE 101 Street Miami Shores, Florida Information provided by client: Permit Number: 49246 Date Completion: January 23, 2002 Roofing Contractor: Bobby's Roofing LG Engineering Services, Inc. Project Number: LG02 -01.65 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier- Spanish Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on out` test results, ewe conclu p o�ect »reels the testiequirementnut a copy.of our test report for your revie e that the',installa the oo til at lined iii the aboveineitioned'protocol: January 28, 2002 LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. /fvloliamad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Miami Christian Chruch 144 Northeast 101 Street Miami Shores, Florida Report of TILE UPLIFT TEST for Miami Christian Chruch 144 Northeast 101 Street Miami Shores, Florida Project Number: LG02-0165 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 .... Load • (lb 35 35 35 ,35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 ;t Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02-0165, Page 1 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ; " • " 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. Tile Uplift Test Result Project Number: LG02-0165, Page 2 NOP 1 9 10 14 II 8 12 13 5 4 7 7 15 45 3 2 96 I 99 25' 16 17 21 18 19 27 30 26 25 2 ' 42 37 95 38 36 91 35 39 90 � 32 33 20 25' APt't;OXIMA1t TEST LOCATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date Type Insp'n �� 0 Permit No. 99_ °)( � Name �f Address 7 , e r , Company �` D Approved Correction ❑ 1 9m1 Phone # For Inspector: d Nam, Date Re- Insp'n Fee ❑ 10 clj dr °' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -220 Building Inspection Request Date t ;g Time Type Insp'n Permit No. Name Address Company Phone # For Inspector: J_ .2 T -O 2_ Name & Approved Correction Re-Insp'n Fee Registered Architect and /or Engineer (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcuae•nr or eau 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 of not. A copy of approved plans and specifications must be kept at building during progreu of the work. Owner's Name and Address tavr^c'r1_. No..... Name and address of licensed contactor 1 < 4 ev cr Location and legal description of lot to be built on: Lot ? Block is Subdivision Nut 54 - .. j .___.... [ 4 q (0 ! ....._ State work to be done and purpose of building (by floors) ...__.'u�'•fls . ... _........... .._5r'�" _........_.._ Street and Number where work is to be done and for no other purpose. Ncw Building Remodeling Addition Repairs } No. of Stories To be constructed of Kind of foundation oof Covering Estimated Total cost of improvements $ '— Amount of Permit $... Zone cubage required Plan Cubage Distance .to next nearest building. Size of Building Lot _ .......... ...... .................. ------ Mfaxirnum 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 i , ton on the sit of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su • •n • ors, • i rk to • j performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) de o24/ 14 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 My Commission Expires Notary Public, State of Florida 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 carefu ly read the foregoing application, and that he did sign the same, and that all facts therein by him � sstzted e f Permit No ^r Date i° I ( I P Qo Read, Sworn to and Subscribed before me. Disapproved . Date.. PLANNING BOARD DATE . Chairman Member _ \Icrr,ber Member \iember .. .. _.....__....._..._.— ...._....._ 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. f o od#. 24Y( dib peared MiAMi SHORES VILLAGE 9e j :....- .__... .Plan Cubage Building Inspector My Commission Expires 'BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING. PERMIT Application is hereby made for the approval of the detailed statement ut toe plans and specifications herewith submitted for the build • ing- or other structure - herein- described. This application Is made- in compliance and conformity with the Building Ordinance of • Miami Shores- Village, Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the i3ttildine_ Division of Miruni Shores Village shall be complied with, whether herein specified or not. A copy of approved • plans and specifications must be kept at building during progress of the work � ,(.4e x5 4} Cl) AkCef Date ..,19-F G Owner's Name and Address _ —. — No.11 S • L_ _J Registered Architect and /or Engineer . »-. .... �, '•'•nnr•••• •re •••11,1"...1 1n ^n11Q'�'..1 Name and address of licensed contract to � o • tic/ N cr . POI a c (Z.17.4 PL4 v : P L 333/r Location and Jcga1 description of lot to be b jlt on: 1/ goZi / s/ /9 Lot f Block eZ _. Subdivision Street and Number where work is to be done._..... -._--_ �_ F--• ( 1 "$ State work t be done and purpose of building (by floors) -• - - -- , E 5 t oeruT .. I� ✓c'r i A. FL et) '1 S e C77 U. t/ — 4J L'rl7' ,' ' - _ S ' , (JL`E.Q . ....._.._.._.._ :...._arid for no other purpo New Building Remodeling Addition Repairs._.., No. of Stories - •■ To be constructed of Kind of foundation_ . — Roof Covering - ( ........ _...._.. Estimated Total cost of improvements S � ... . .... ..... Amount of Permit $.._._.._.. Zone cubage required Distance . to next newest building 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.. ._ —Size of Building Lot. _..._..... .......__ ._ . The un,lcrsigned applicant for this building pertnit does hereby certify that he understands and accepts his obligations as an employer of Libor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida. Pennanrnt Supplement, and h.ts complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him :n the work to be performed under this permit; and will post or cause to be posted for ins ion on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such su • or on wor to • performed • nder this • • • pcnnit, as are licensed by Miami Shores Village. �. / / Remarks (Signed) r - - . JO DI �.lL � 4 011 e‘ STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Z ! g 8 Date Read, Sworn to and Subscribed before me. Permit No.. . -•- Disapproved.- .__............._..._ Date .. - _____ .._. - .._.._....... (Signed) Notary Public, State of Florida ..._ _ _._ to me well known, PLANNiNC BOARD Citair:nan Member Member Member ..._.._......_...._..._ Member.. .. _.._._...._ _ Member ...._.._.......---._._ _. -.._ _-._ ....— ._....._._...._...-- •__ --. Council Approved _r .. -Date Disapproved Date :(_/71:,: A charge of S1.00 will be made for making corrections or changes to this application after approval has been obtained from tlic l:u.ird. A re.nn.prttion fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspeatinn or faulty materials anu /or workmanship. Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA BUILDING ELECTRICAL ❑ PERMIT N? 7650 PLUMBING ❑ ROOFING ❑ Work to be performed under this 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 tfiereto 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. • s, .c"..rf•• 1 ,� r Signed: s� p/ r - . -`� {'s 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 accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY DATE 195 Contractor's 7 { License No. ; ' e f AUTHORITY - Lot n Bl. Subdi- vision I f M. r Sq. Ft Amt. of Permit $ �� , Value of Project $ Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA BUILDING ELECTRICAL ❑ PERMIT N? 7650 PLUMBING ❑ ROOFING ❑ Work to be performed under this 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 tfiereto 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. • s, .c"..rf•• 1 ,� r Signed: s� p/ r - . -`� {'s 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 accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY DATE 195 Contractor's 7 { License No. ; ' e f AUTHORITY APPLICATION FOR BUILDING PERMIT pplication is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing car 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 contractor Location�.n Lot d legal description of lot to b e C cc Block Street and Number where work is State work fY STATE OF FLORIDA, COUNTY OF DADE. j ss. Disapproved Da (Signed) -- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT e built on: Subdivisi p feWAX& '/..�1.... D to b e done. - of building (by floors) - — No Date._._ f{ zI and for no other purpose. New Building Remodeling Addition Repairs No. of Stories .- . -.O./C 4 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 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 1 may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an Mover 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 hint 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 r this permit, as are licensed by Miami Shores Village. Remarks ( Signed ) 4/- 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 state ar tr Q // Permit No : _ _.-Ll Date 11 / l 11... Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector \ 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- 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. A 1 61( BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Address of Building MIAMI SHORES VILLAGE. FLORIDA D A T E / ' ' e 1959_ Legal Lot Description Bl. 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 kno'yr+l'edgee of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications acrid tha1 e assumes responsibility for work done by his agents, servants or employees. t In consideration of the issuance to me pertaining thereto and in strict conformity with cepting this permit I assume responsibill tfr for CONTRACTOR OR BUILDER PERMIT N? 5425 Work to be performed under this Permit Signed. r a � Value of 1 Project $ Contractor's License No. t?G Q 1 f' o d Subdi- vision INSPECTOR BY AUTHORITY / / , G`* Amount of Permit $ of this permit I agree to perform the work covered hereu .er in compliance with all ordinances and regulations the plans, drawings, statements or specifications submft`ted to the proper authorities of Miami Shores Village. In ac• all work done by either, myself, my agent, servaneor employee. 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 contractor Location and legal description of lot to be built on: Lot Block • Subdivision / t- Street and Number where work is to be done State work, to be done and purpose f building (by floors) a , a•, Cr 1/ / STATE OF FLORIDA, COUNTY OF DADE. ss • Disapproved Da (Signed) . LA-- ) Building Inspe .r MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT r ty Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Date No /CC c Street and who, being by me first duly sworn, upon oath deposes andsaa.ys -th'af of the above described construction, that he has carefully rea the foregoing therein by him stated are true. Permit No Date /V: i, 2- O t! 0 0/ 'i ANNING BOARD DATE Member Member Member Disapproved or changes to this application after approval , 19 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories ' To be constructed of Kind of foundation I''ation Roof Covering � Estimated Total cost of improvements $ (g 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 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 pennit, as are licensed by Miami Shores Village. t C- 4 a /i Remarks (Signed)-z' �A✓ C; G t tr ,' - � `'.' / '' 7 //ii 4 �/* �' o �� Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, the pplication, and that he did sign the same, and that all facts ead, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty 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._NInrch 30 1955 ,19 Owner's Name and Address Archie H.,-Cooper No 144 Street N. E. 101 St. Registered Architect and /or Engineer Name and address of licensed contractor_Idatia...Iio nfi.x1 ._. .._ . t M t_t:;.1...Wry k5 , Inc . Location and legal description of lot to be built on: 261 N. E. 73 Street Lot Block Subdivision Street and Number where work is to be done _ 144 N. E. 101 Street State work to be done and purpose of building (by floors ) ..._._____ - i o ve tilt Off from Pc r C h & tower, 1 -30# tin cap; 1 -30# & 90# slate mop in hot asphalt, white cement rr l — tile in cement mortar. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 450_RQQ Amount of Permit $ Zone cubage required .Plan Cubage Distance to next nearest building _ _ ___ . of Building Lot Maxunum 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 5968, 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 such public notice or notices as are required by the Act. The undersigned agrees to employ only such r • n • : ctors, o - work to be q bin 8 P Y Y performe d under this permit, as are licensed by Miami Shores Village. ) Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. 1 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 true. Permit Date 41 r Read, Sworn to and Subscribed before me. Disapproved (Signed) spector 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- 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 ELECTRICAL PLUMBING ROOFING • I1,,.4 -- Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA PERMIT 10 11188 I I II DATE 3 - 195 . Contractor's License No Work to be performed under this Permit Bl. .40 RACTOR OR BUILDER Subdi- vision Value of Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for wqrk done by his agents, servants or employees. Signed• In consideration of the issuance to me of this permit I agree perform the work covered hereunder in compliance with all ordinances and regulations ctaining thereto and in strict conformity with the plans, drawings,.. or specifications submitted to the proper authorities of Miami Shores Village. accepting this permit I assume responsibility for all work do{ielby either, myself, my agent, servant or employee. SPECTO Amt. of Permit BY 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 March 22nd, 1951 , 19 Owner's Name and Address A. H. Coo _ — No 144 • Street NE 101st St. Registered Architect and /or Engineer Name and address of licensed contractor Giff_ n__ lletx_5.e_ _,____INC.___ ;___ 6331, Coral Gables Location and legal description of lot to be built on: Lot Block Subdivision 144 N, E. 101st Street Street and Number where work is to be done State work to be done and purpose of building (by floors)_ Ro_of___r_e_ )l ir___Qf___residence _ and for no other purpose. New Building Remodeling Addition Repairs roof No. of Stories one To be constructed of Kind of foundation Roof Covering Old Cuban Tile Estimated Total cost of improvements $ 242,50 Amount of Permit $ ESs.D_0 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 Giffen Industries, Inc, PO, Box 6331, Coral Gables, Fia. be sent to BUILDING INSPECTION DEPARTMENT APPLICATION F1OR BUILDING PERMIT The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed )_GIFFFN--_I QSTRIES_,__ INC - . __ _ A STATE OF FLORIDA, - � COUNTY OF DADE. ss. r ' a Hun er, ' co Pres.. Before me, the undersigned authority, a notary public, duly authorized to a inister 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 Disapproved Date ( Signed) Building Inspector Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE e Read, Sworn to and Subscribed before me. 2 Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty