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59 NE 97 St (2)Date Owner's Address Qualifier tC/a WORK DESCRIPTION 2 OWN b au Sign Date: Notary My Comn ** * APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address E- .9. 7 S Tax Folio /( 320 . 0 0 /3 /0 00 � Legal Description Owner / Lessee / Tenant /; / /Q p✓l U, cA4 \ry . q 7JY Contracting Co. 06l/ 9 / - 7 � State #0- -COt)c 6JyMunicipal # Competency # 000192.4S - Ins. Architect /Engineer Address Bonding Company Address Mortgagor �U f ( ?Z / / t N / Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL /ROOFIN? PAVING FENCE SIGN 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 th- attached a•- dum (if applicable). I certify that all work will be performed to meet the stand. •s of all la egulating construction in this jurisdiction. I understand that separate permi are q r.a f•r ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. ertify that all the foregoing information is accurate and that all work will ith all applicable laws regulating construction and zoning. Furthermore, I am d contractor to do the work stated. ture of owner and /or Condo President resident l eNt1 7 cP ` NOTARY SEAL ` AA M mownEL X A * COMMISSION NUMBER a 4.MV,. Ac CC401261 -7 lc 4* MY COMMISSION §XP. °F OP AUG. 17,1998 FEES: PERMIT "e' RADON * * Address /V W, E- D-r 4-4 ss# ‘% Phone e6 - 0 9 7e) Co. Lroeti ilv /ctf Estimated Cost(value) a Signature of ntrac or or 'her- Builder Date: N. ary as to Contractor or Owner- Builder My Commission Expires ��NNYNE M. BAADALE$ Notary Public, Stan Mori& My C* m. axpWAc AM, 11, ** 190 * * * * * No. CC�13094 C.C.F. NOTARY 5 , TOTAL DUE A Fire Buildin Electrical Mechanical Plumbing Engineering Master Permit # Phone / 5 2 / 3 a,te Other l Owner's Name and Address 4; / t 0 S e MIAMI SHORES VILLAGE fp /3.9D 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 building 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. j. - . 4 7 /0 /`1 1 k 0 C d h 6I � �l C Date /0 ^ e 7 19 No. 59 Street / 24,1-. Registered Architect and/or Engineer z #7c r1(' / -? a 93/‘33 Name and address of licensed contractor LLB' ) i h ; h C- Location a legal scriptio of lot to be built •n: Lot / I Bloc ti� ���� 4 f {� // i& / /I I SAe / 3 / 90 / 4 / �/ �= 77r Subdivision ' r ' // . L m..1) m..1) /[ Street and Number where work is to be done 9 J ! £ 9 7 v - 4 -- /� / State work to be done and purpose of building (by floors), state exterior colors (submit samples) oo F 0 �1JlB�- p� 4 �J " / r 0. r 1 o vt i c/1 J- /— 3 — Z — 7S c v c�.a , J J mJ& 1. of 00 S Q \� T F,./ C O C 4- ~PS J 0 ,,e-0 J and for no other purpose. New Building (J Remodeling Addition Repairs No. of Stories lb be constructed of C. Q ._ Kind of foundation Roof Covering }Iva 41 'e L Estimated Total cost of improvements S S' 0 . 0 '" 0 Amount of Permit $ — 1Q• 0 ` red 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 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 obligatons 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) , 336 STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. Tyo Date /D107 7 Read, Sworn to and Subscribed before me. Disapproved rt\ ` sn f Date Notary Public. State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 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 825.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and■or workmanship. • Date S� /Z l 9 .(/ c � Job Address $ -� < / 9 67: Tax Folio Legal Description Owner/Lessee / Tenant �SAt . 6 .4 ' G -"7 Z 4S Owner's Address -S A.26-7 2 S Contracting Co./ - eAle - i C /�OCafi*�C, Qualifiere"7 e• S " ✓6:' State # CCC n'I/Y.©/ t Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN fj �e WORK DESCRIPTION ✓'�'"� ' � �,v<S•7✓JGL- e Square Ft. 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 by will be PLUMB I:,oSO NF 2 i.j- 305 X45 22-07 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE FEES: PERMIT J RADON APPROVED: Zoning Building to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL LS, ROOFING and MECHANICAL WORK. certify that all the foregoing information is accurate and that all w Furthermore, I authorize the above -named contractor Date STATE OF FLORIDA NO. CC935401 S'ON EXP. MAY 10,2004 Notary as to • er : 7: Condo President Date My Conunission Exp es: Mechanical Plumbing C.C.F. Historically Designated: Yes SS# ?. 3'P ? � Estimated Cost (value s s•• 1 - : work stated. onz A .• ; � LEIZAN . i.,;1iiiin - TEOFFLORIDA aSION NO. CC935401 4l," 121 rmr�t►s afira d Signature of Notary as to My Commission Expires: Master Permit # Phone Electrical No ?s' - aDa? 1 Address /4 . >X S 7 ` liance with all applicable laws regulating NOTARY C BOND - 3 0 0 TOTAL DUE 931.k 0 Date Date Structural Engineer .4 1524,1 As it. pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter • 15. of the Florida Building Cody Building govern the minimum requirements and standards of th.e industry for ro• mg system installations. Additionally, the following items should be addressed as part of the agreement b:p een the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been e r ained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z. e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion p riormance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship ro - isions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should ddressed as part of the agreement between the owner and the contractor. ex SECTION 1524 HIGH VELOCITY HURRICAiNE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have. to be d in accordance with the current provisions of Chapter 16 (Iligh Velocity Hurricane Zones) of the Florida g Code. (The roof deck is usually concealed prior to removing the Aisting roof system). Common Roofs: Common roofs are those which have no visible delineation betv;een neighboring i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or should notify the occupants of adjacent units of roofing work to be performed. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail tions of the underside of the decking may not be acceptable. 'The Florida Building Code provides the of maintaining this appearance. . Ponding Water: The current roof system and/or deck of the building may not drain well and m.ay cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural dis ss and may require the review of a professional structural engineer. Ponding may shorten the life tancy and performance of the new roofing system. Ponding conditions may not be evident until the al roofing system is removed. Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if w scuppers (wall outlets) are not provided. It may he necessary to install overflow scuppers in •with the Florida Building Code, Plumbing. an entilau ' n: Most roof structures should have some ability to vent natural airflow through the e st c .al assembly (the building itself). The existing amount of attic ventilation shall not be n-ficial to consider additional venting which can result in extending the service life of the Oar ier's /Agent's Signature rAoociM "Ire a,o:LoCncs- , rr...r ascrroH IS 4 dQ '3 ,o Date Contractor's Sign Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application. Forr .. Master Permit No. Job Address Section A (General Information) Process No. Contractor's Name /y ,/7d,P7c',' - 740 4v6 s ,Qe % 3 ROOF CATEGORY 45 Slope ❑ Mechanically Fastened Tile Mortar /AdhgbLe Set ❑'Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof cRe- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • • • • • ' --••••&• • • • I : . I • i I t 9 ' I ! E i i I! ' ? i .. l i. H I ! ! f I i - j 1 ; 1 i f. 1 E 1 { ii. .. i ; E i 1 '; 1 ! t : {.1 I i ;I 1 1. {:�! 1 .., 1 ' 1 _' L_., { .f I t t 1 ! ! ] II 1 t l 1. L ., . I .. ! 1 _ { . x-1 r.- ,_j . . _. ri 'a -.: t I i . �'. ....._ ____.„.._-_-• ....._i • • . ""' , .-__, ---_,--._-----;--:-- - .. li . _. -_ } A l i ; € i . i ii .. !{ . ! 1 " j..; 1 i E _ - _ !--- - - . 1 .1 ..1..: i i ,.., ; : __. __ .�. :. _ Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application. Forr .. Master Permit No. Job Address Section A (General Information) Process No. Contractor's Name /y ,/7d,P7c',' - 740 4v6 s ,Qe % 3 ROOF CATEGORY 45 Slope ❑ Mechanically Fastened Tile Mortar /AdhgbLe Set ❑'Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof cRe- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 4- Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: / CAW 00 NOA O 1 - O 21 - 1 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 52 - Pmax2: -( 37.3 Pmax3: - 131.4 Max. Design Pressure, From the Specific NOA System: -- J C - Deck: ) Type: Gauge/Thickness: 3/6 Slope: A2 Anchor /Base Sheet & No. of PIy(s):Ca aASE Ancror /Base Sheet Fastener /bonding Material: Insulation Base Layer: AhA Base Insulation Size and Thickness: PJ/A Base Insulation Fastener /Bonding Material: ,j Top Insulation Layer: 'V /A Top Insulation Size and Thickness: N /A Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): N /A Base Sheet Fastener /Bonding Material: h) /, Ply Sheet(s) & No. of PIy(s): ' G fA r- ' J PIy Sheet Fastener /Boding teriAL .. • .. A �"- Top PIy: V AC Top PIy Fastener/ Bonding Material: Ash 1 ) - m ‘Y Surfacing: N /A Fastener Spacing for Anchor /Base Sheet Attachment Field: _2:" oc © Lap, # Rows 2 © 9 " oc ii Perimeter: O " oc @ Lap, # Rows'4 @ 6 " oc Corner: 4 " oc © Lap, # Rows 6 © ' oc Number of Fasteners Per Insulation Board Field ILIA Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. tt tJ, eft s . -* o S 1 ° , r 1/ ' ? y> 4 Y / .l p, yFT. v Parapet Heiaht 9 Mean Roof Height l� l3Q Roof System Manufacturer: AZJ1'!9R 115, .TA)C Notice of Acceptance Number: I g" / /0 •0 V G Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7 P2: .2 I P3: 22 •'N I Maximum Design Pressure 3 8 , (From the NOA Specific System): Method of tile attachment: 2 2 4; 2Ao Ail /60 Roof Slope: 3 : 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Ridge�Venntilati n? Wool). ype Underlayment: Insulation: Fire Barrier: a Mean Roof Height: f #30 /957/f Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fastener Type & Spacing:. Adhesive Type: ype Cap Sheet: Roof Covering: // , /s 6•• 4,41 1 4 r/c /2" / Iv Rec k /157 ns,a4/8 7 7 4z 90 ,q5T1y S P• 41) / s hz S S y Type & Size Drip dge: Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 'Fable I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height --O. Roof Slope y, 15' 20' 25' 30' 40' 2:12 34.4 36.5 •38.2 39.7 42.2 r3271" 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based 'Tile Calculations Per RAS 127" (P1:4 x A. 09,22 = /.Z' )- Mg: S35 = M 7. �S 3 NOA M 3&, (P2: - Mg' = Mra eR .A./ NOA Mr, ?&.7 (P /00•6x xe,A7y = .27 ..5 - !Yips = MO ,R/ NOA M 7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below • oZ NOA Mr 38.9 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. (P, x I: (P : x I: (P : x I: Method 3 "Uplift Based Tile Calculations Per RAS 127" x w: = ) - W: x cos 0: = F x w: = ) - W: x cos 0: = F x w:= ) -W: x COS 0.: = F NOA F' NOA F' NOA MI AM I-DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami of the Code of Miami -Dade County governing the use of Alternate Materials and Types of uction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified helcin. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi. product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such to = . ed by the manufacturer. e No.:99 1102.04 (Revises No.: Approved: 12 /16/1999 FL 33166 duct Approval of: 1 of 8 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METP.O- DADF.. FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 NIIAMII. FLORIDA 33130-1563 (305) 375 FAX (305) 375.2903 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2553 CONTRACTOR ENFORCEMENT SECTION (305) 375.2956 FAX (305) 375-2903 ' CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Raul Rodi iguez Chief Product Control Divisio, EET, SEE ADDITIONAL, PAGES FOR SP'ECII� IC AND GENERAL CONDITIONS 4 l BUILDING CODE & PRODUCT REVIEW COMMIT FEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod! and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. I f } - rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance 0 ALMAR (USA), INC. is revises a roofing system using Alrnar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the. South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attaclunent calculations shall he done as a moment based system. Applicant OTICE OF ACCEPTANCE: STANDARD CONDITIONS Category: Prepared Roofing go High Profile Tile PRODUCT DESCRIPT ' N #43 Coated Base Sheet Test Dimensions Specifications 1= l8''" PA 112 High profile clay roof tile. For die ^ct deck or w = 10" batten nail -on, mortar set or adhesive set ' :" thick nominal applications. 1 = varies w = varies varying thickness N/ ACCEPTANCE No. : 99- 1102.04 . APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Components or products manufactured by others Product Description PA 112 Accessory trite, clay roof pieces Inc use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Product Dimensions Specifications Description ASTM D 226 Saturated organic felt to type 11 be used as a nailed anchor sheet. N/A ASTM 1) 2626 Saturated and coated organic base sheet for single or double ply underlay C.. 1 7..t...., n n r. Manufacturer generic gcrtcric ALMIAAR (USA), INC. Rainproof I( Ice and Water Shield Wood Barrens • Tile Nails Tile Screws Roof Tile Mortar ( "TileTiterm ") NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Dimensions N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll vertical min. I" x 4" horizontal min. 1" x 4" for use with vertical battens or min. I" x 2" for use alone Min. I0dx3" N8 x 2'/s' long 0.335" head dia. 0.131" shank dia. 0.175" setrew thread diameter N/A Test Specifications ASTM D 249 PA 104 PA 103 Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Product Description Mineral surfaced asphalt generic roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self-adhering top edge. Corrosion resistant, smooth, screw or annular ring sham: nail. Corrosion resistand coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Franc= 12 pr Manufacturer Protect -O -Wrap, Inc. with current NOA Self - adhering W.R. Grace Co. underlayment for use as with current NOA a top ply in a two ply underlayment system with Approved 4 or #43 as the base layer. generic generic generic Bermuda Roof Company, Inc. (with current NOA) .-.JI NM....wrrr•..M+•• ■•'•••••••••• .w ....mow. ALMAR (USA), INC. u uickcrete Roof Tile Mortar ive olypro® AHI60" Roof Ti Adl Tile -Bond LI 3.1 3.2 3.3 3.4 3.5 3.6 NOTICE OF ACCEPTANCE: Test Product Dimensions Sp ecifications Description N/A PA 123 N/A Factory premixed canisters See PCA Two component polyurethane adhesive designed for adhesive set roof tile apVications. See PCA ACCEPTANCE No.: 99- 1102.04 : APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Prepared mortar mix designed for mortar set roof tile applications. Single component polyurethane foam roof tile adhesive r dk.s i • � .r� k 1. Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. ory Applicant shall retain the services of a Miami -Dade County Certif ed La o rat ng to perform quarterly test in accordance with PA 1 12, app shall be submitted to the Building Code Compliance Office for r'rPP� e ible Roofing Minimum underlayments shall be in comp Applications Standards listed section 4.1 herein. • 30/90 hot mopped underlaytttent applications tte[l meat material manufacturers roof slope unless stated otherwise by the and a y published literature. This acceptance is for wood deck applications. Minimum deck requiremerits shall d , in compliance with chapter 29 of the SFBC. e installed on slopes 7 and greater. CATION 4.1 : Almar `One Piece S Clay Roof Tile and its components shall be installed in strut lication Standard RAS 118, RAs • compliance with Miami Dade County Roofing App: 119, and RAS 120,1 ` Frank Zuloaaa. RRC 91A11 (USA)� , 4.2 Data For Attachment Calculations • Table 1: Aerodynamic Multipliers - X (ft') (it Tile X (ft') . Profile Batten Application i heect Deck Applic tion 0.253 0.274 One Piece 'S' Tile 0 . �- - 2: Restoring Moments due to Gravity - M (ft -Ibf 5":12" Tile Profile One Piece 'S Tile Tile Profile One Piece 'S' Tile • {�t, , Y tl i . j t ACCEPTANCE No. 99- 1102.041, i i t.4. APPROVED :December 16, 1999 EXPIRES 1' • ' :December 16,,200Z. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4 ": 4":12" or ess Battens '' c Battens Deck 4.47 , J 4.40 Fastener Type 2 -10d Ring Shank Nails 1- 10d•Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails Installation with a 4" tile headla Direct Deck 5.27 Battens 4.31 Direct Deck (min 15/32" plywood) 28.6 5.1 6.9 1 . #8 Screw 28.7 2 . #8 Screws 58.2 1 -10d Smooth or Screw 23.1 Shank Nail (Field Clip) 1 -10d Smooth or Screw 29.3 Shank Nail (Eave Clip) 2 -10d Smooth of Screw 27.6 Shank Nails (Field Clip) 2 -10d Smooth or Screw 38.1 Shank Nails (Eave Clip) 33,1 Direct-) Deck 5.16 Battens 4.2U 6":12" Table 3: A achment Resistance Expressed as a Mornent - M, (ft-114) for Nail -On Systems Direct Deck (min. 19/32" plywood) 41.2 6.8 9.2 28.7 58.2 23.1 29.3 27.6 38.1 48.1 2 -10d Ring Shanic and fasterners are located a ruin. of 2W from head of tile. Fran Zuloaea. RRC 7 ":12" or greater Direct Battens, Direct Deck Deck 5.03 1 4.08 4.89 Battens 19.4 2.8 7.3 NIA 26.8 19.0 24.0 ,38.6 41.8 45.2 rF. Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) . for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 gi Polyfoam Product. Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile . Polyfoam PolyPro • 5 Polyfoam PolyPro 38.7 4 L ,e ement of 63grams of P . ' edium paddy ycement of 24grams of PolyProT". ' s Table 48: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance On 'S' Tile Mortar Set' • 24.50 s ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS S. LAB Nt tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or followin• state,. • " ►4. it 1 ade County Product Control Approved ". fp .. . BUILDING PERMIT REQUIREMENT 6.1 Application for s all be accompanied by copies of the following: .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 evaluate the installation of this system. C..._�. - 7..1....... nnr• ACCEPTANCE: STANDARD CONDITIONS NDITIONS 2" • ACCEPTANCE No.: 99- 1102.04 PROFILE DRAWINGS APPROVED :December 16, 1999 EXPIRES :December 16, 2002 ONE PIECE `S' CLAY ROOF TILE 7 kNCE No. : 99- 1102.04 D :December 16, 1999 :December 16, 2002 mewal application has been Iata, engineering documents, manufacturer's name, city, : Control Approval ", or as ectiug the evaluation of this cs. >riginally approval. -ernents of this acceptance, ired documentation initially he product or process shall r written approval has been to fee) and grant d by this IC C: or sales, advertising or any lade County, Florida, and cure. If any portion of .the )cuments, where it applies, and shall be available for pies. )r termination and removal ge 8. D D t` v MIAMFDADE 5/23/2002 9:50 Ptt FROM: Fax 5/23/2002 8:49 PH FROM: Fax 5/23/2002 8:38 PM FROM: Fax 5/23/2002 8:21 PH FROM: Fax T0: 3056685161 T0: 3056685161 TO: 3056685161 TO: '3056685161 5/23/2002 8:16 PH FROM: Fax TO: 3056685161 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: use of construction materials. This NOA is being issued under the applicable rules and regulations governing The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 02 021 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County od tct Control Division (In Miami Dade County) and/or the AHJ (in areas othcr � this oduct or material fails to perform in have this product or material tested for quality assurance purpo product accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building codc negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04103 Approval Date: 05/23/02 Page 1 of 21 Ply Sheet 5/23/2002 9:50 PK FROM: Fax T0: 3056685161 PAGE: 018 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 30566851 PAGE: 018 OF 021 5/23/2002 8:38 PK FROK: Fax TO: 3056685161 PAGE: b18 OF 021 5/Z3/2002 8:27 PK FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/200 8:16 PM FROM: Fax T0: 3056685161 PAGE: 018 OF 021 Wood, Non - insulated New Construction or Reroof 19 /" or greater plywood or wood plank decks n Base sheet mechanically fastened. stem Limitations shall apply. GAFGLAS #80 UltiznaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dT Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below', GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank two nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yT°' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tcc (GAFITI'E) # 12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field the sheet (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex Plylu 6, GAFGLAS #75 Base Sheet anyof and tin above Bps at a sheets attached to deck with approved annular ring shank fastener spacing of 9" o.c. at the 4" l a go and in two rows 9" o.c. in the field. (Maximum Design Pressur 52.5 p See General Limitation #7) GAFGLAS #75 Bass Sheet or any of above Bass sheets attached to deck with Drill-Tec (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced a pproximately 9" o.c. in the field of the sheet Su General Limitation #� (Maximum Design Pressure —60 psf, shank nails Any of above Base sheets attached to deck approv ed annular ru and 3" inverted Drill -Tcc (GAFT1TE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Bass Sheet or any of above Base sheets attached to deck with Drill -Tcc (GAFTITE) #12 or # 14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (Maximum Design Pressure — One or more plies of GAF - #80 Ultima, RUBEROID M a and at a raft of 20- mopping of approved asphalt applied within the EVT rang 401bs. /sq. �� Sheet adhered in a (Optional) One ply of GAFGL ' , full mopping of approved asphalt app r• .e and at a rate of 20-40 lbs. /sq. ee General Limitation #7) , GAFGLAS® PLY 6® ply sheet, or RUBEROID 20 adhered in a full NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 5/23/200 9:50 PK FROM: Fax TO: 3056685161 PAGE: 019 OF 021 -. 5/23/2002 8:49 PK FROM: lax T0: 3056685161 PAGE: 019 OF 021 ' 5/23/2002 8:38 PK FROM: Fax TO: 3056685161 PAG: 019 Of 021 .5/23/2002 8:27 PK FROK: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:16 PK FROM: Fax TO: 3056685161 PAGE: 019 OF 021 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium'Fibeied Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rats of 60 lbsJsq. f 20%; plus gravel or slag with an application rate of 400 lbsisq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeathcrCote or WcathcrCotc LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above NOA No: 02-0408.09 Expiration Date: 11/04/03 Approval Date: 0523/02 Page 19 of 21 5/23/2002 9:50 PM FROM: Fax T0: 3056685161 PAGE: 021 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 PAGE: 021 OF 021 _ 5/23/2002 8:38 P1r FROM: Fax TO: 3056685161 PAGE: 021 OF 021 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 PAGE: 021 OF 021 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 PAGE: 021 OF 021 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or Yi Type X gypsum board is acceptable to be installed directly over the wood deck. END OF THIS ACCEPTANCE GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment_ When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the bast sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall confonn with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 • '. � MATERIALS � Ued } %.• , .`" G SYSTEMS � odcfset6 in. with t �' below the e yerlayment • loaf system, it must be Ph' adhered to :i , . . ' , t om ply 4' or 'Pty may be ! w may be mec}iarrially attached or • :•:i1" i ipl, halt.' and as a recover over existing Toot , fit , `a+�''' a cover board o+rer'EVFRGUARG t - as ; f • ' ' ttD foll nwi ng systems. - , i am L SYSTEMS watt HOT ROOFING ASPHALT nr, LAS t o t base sheet alternate S for Type GS a 8 tt glass •roof ?t' iett, Base 4" or "GAFGLAS Ply 6') in the Class dock may be covered (Vent-Ply) h Type G glass St at base Stratavent ►• decks'. Perforated to be mopped and nailable to be 3r d. � granule side down- base slet ("GAFGLAS 975 Bast or GA x t S ilFGL.'3 57 5 Bast • `op tion Type 2 �r� ga Sheet.' fiber ply sheet eeah may be snrbsh d for GS asphalt. gam in the following . ,tile y 4' or & Ply as the nailed bash ply tA� pea spot mopped be solid mop d or mechanically ply or base sheet may be hot mopped or mtdiardmUfl juless tfiu indicated, all insulations may may be used for flashing in any of the Class per,; or'Ruberoid' Mies includes 'pante is referenced, this inclu ^ any partite insulation -ravel in any of the Class A. ter stone or slag are suitable al :traces for g. p s ex ti d ' ur.'ts are considered sri`ab a to be included • rtai the fo•{ibe'r ,, Class 3 o: r systems y over C-15/32 or NC.. a dt se o n the uni ,Class A. 3 or C.systeuu roe �•s� of S1Psen° effect the rating. The a if 17. ; di gypsum board is : ,.ar_aptable alterrate'toi r:sruation we: ;, board between rain 2:4 in. indite board a ,4 dec' with rpsln 'ape' (pectin resin paper /PolrtYr=nClass t B s C u for uocya;ivate board in the folLeving r� a @� .y.. RA' and 'GATMP VOW BO:her a RA ",,FGA ,EMP Tape red Lc t insulation in any of the mpositt.K may be sum -.aced for any As halt Fell C Classifications- �f uti iz d with any of the following ' P stets: p'f ,Mop hat'. • of the following with Hot Roofing Asphalt'. may be used in any ;AFGLAS :CC 1. sums: Class A, 8 and C. lass felts or modified bitumen iat roofing asphalt. for use with organic and g embrar>es- Class A Indict= 3 Dedc C -15/32 polite, mood fiber, glass Insulation (Optional): One or more ayanurate composite. in / urethane fiber, c composite, � fiber cy mate composite, phenolic, any mP�te• GIBS Ply 4' or'GAFGLAS Ply • Ply Sheet Three or more layers Type G1 'GAF 6".. hot mopped Surfadng: Gravel Iodine 2 Deck C 15/32 Layers Perlite. wood fiber, glass . Ipsuiation (p �� fjSOCyat►utate r� z. 0 do t): One or more composite, le/ fiber, isory mpott. u r. wood �er / - uo � Tiu composite, phenolic. any urethane composite. P17 Sheet ers Type 61'GAFGtAS Ply 4' or'GAF6LAS Ply Ply Sheet Three or more lay � "GA • • Cap Sheet One lays Type G3 S Mineral Surfaced Cap Sheet". Iodine 2 Deck NG. tie, wood fibs, glass Insulation (Optic � n a composite, Zen fffie>r, � wood fiberfisocyatnrrate composite, phenolic, urethane composite, Ply Sbett Two or more layers Type G1 "GAFGUS Ply 4' or'GAFGLAS Ply 6". G3'GAFGU►S Mineral Surfaced Cap Sheet". Cap Sheet: One layer Type Incli Deck MC d- '. Insulatinn: One or two layers 'Isotherm ri 4 in. max, hot moppe ROOF COVERING MATERIALS (TES • R00Fg4G.SYSTEMS (TG 1) °Cd Pty Sheet My UL Classified gravel su Mat 133 ei Indiae: • Slip Shoe (Optional): Red rosin paper, � � Base Sh y ( be, • ' Base Sheet One layer of type G2 GAFG { 4 ' nailed). a 61 "GLAS•Ply or GAFGLAS Ply Ply Sheet One or more layers of TYP 6'. One er of 7 r• G 'GAFGLAS Mineral Surfaced Ca ...it .lass fiber NC r of Type 62 'GAF6lA5 X15 Base 4 GAF�tAS Ply P ose he Sheet One lave layers of Type Gi ' Ply Sheet: One or more lave GAFGiAS Pty � Mineral. Surfaced Cap Sheet'. 6 '• layer of Type G- 3'GAFG Cap Sheet One lay Incline: 2 nuraLe, urethane. C-15/32 lass fiber, isocya perti Insulation: One or more layer composite. pe a /urethane oomposrte. phenolic. 1.0 pew. min (ousate o l 6 in.). Base a min (offset from plywood G1, G2 or G3. Membrane: One or egranule), game Sheet: One or more lager of Type srnooth•or g layers of 'Ruberoid Torch (smooth. granule) cr "Ruberoid Torch Plus" (granule), 'Ruberoid Mop' (smooth • gra 'Ruberoid Mop Plus' (granule)' Sheet', hot mopped .Cap Sheet: "GAwU6 Mineral Surfaced Cap Sh : 2 - Iod One or more layers perirte, wood fiber. glass B. Dedc .15/32 dite/uocya 'Insulation (Optional): urethane. ix rurrate composite, otic any. urethane compos wood fiber/isocYanurate composite' Sickness- or more layers of Type G2 or G3. Base Sheet ( Two layers of Type GI_ or ctanule). M y Sheet (Optional): One or morero Torch' ( granule) ). Membrane: One or more layers ue , " Ruberoid Mop (smooth or Torch Plus" (granule), 'd7 r "Ruberoi o Plus" lgranule). 'Ruberoid MoD P Mineral Surfaced Cap Sheet.". hot ever.. Cap Sheets "GAFGlAS B u - Class Incline: 1/ e, v�°oa • rte'. .grass Deck: ulation ?(Optional)• One or moreflayersn watt romposif Foe-7, fiber, fi conurate, urethane. p' -dice uo rate composite. eery urethane comDO rr°od':9berps'� • Pl y Shee c; more layers • of Type 61'GA�LAS Ply 4'.3r'GAf Ply Sheet: Two c. Shy : riot moored - Ply 6' G3 'GAFGLAS Mineral Surfaced Cap Cap Sheet / n( Type Indict= 3-1/2 mood fibtt, class De � Ca15(Optional): One or more layers mat composite. PeT�/ fiber, isocynurate. urethane. pertite/ls° " ire any composite, wood nber/uocya thickness. GI, G2 or G3. Base Sheet Two or more of 97uuberoid Toad{ (sue or granule) g ), Membrane: Torch or s' more (granule) nule), 'Ruberoid Mop' (smooth 'Ruberoid Torch Plus" (9 (rap Sheet "GAFGI.AS Mineral Surfaced hot mopped, • • 'Ruberoid Mop Plot (granule). Sheer. P Class C Irrdine.1/ r ,,,i fiber, =Lass • Insulation (Optional): One or more layers perlite, tie/ urethane composite, wood fiberfisocyanurate composite, pheno airy Ply Sheeh Three or more layers of Type G1 'GAFGLAS Ply 4" or .LAS thickness- - '- Surfacing-. "Special Roofing Bitumen" 20 lbs/scl• .• COAL TAR FELT SYSTEMS Will HOT ROOFING COAL TAR Class Jk Insulation (Optional): One or more layers pulite:, wood fiber, : uasl fiber, isocyanurat2, =thane, pediterrsocyanurate composite, 1FGlA Ply Sheet Three or more layers of Type G1 'C;AFGLAS Ply 4' or Fly 6', hot mopped with coal tar bitumen. Surfacing: Gravel. ' COMBINATION HOT AHD COLD SYSTEMS - • Class A Insulation (Optional): One or more layers petite, wood fiber or • g Ply Sheet Three or more layers of Type Gl"GAFGLAS Ply r or 1AFGl Surfacing: Grundy Industries 'al te Alerainum Roof Coating' at 1 0 • • • • ' u A • Co lion Roofing Asphalt :: liitetplies .:.• . • • :.pp Sheet' • �Siirfaced Cap Sheet (1 My) • Approximate Weight per Square 2S17.ofles t Mope. ope• except for lightweight insulating to a mum slope of 1" per foot Wood. tanks, other acceptable !tillable page 9. Th. '•lo.1h So 2t1i) Naltabie deers up to 6 inches per concteie demo limited s which are plywood. r ht insulating gypsu precast lating r'031.0 dec GAFGLAS° SpeciticafionS u-B-4'MIP6 and N-B- Specifications General es 17 20 shalt-apply in addition Application recommendations detailed on � specifications. to the following recommendations and p Application of Rooting Membran sheathing paper where aPP each Over entire 2 inches M ay one pry Nail sufficiently to told in place. Int of the r Base pct. each sheet 2 Inches over preceding 2. Starting at the low point oof, lay one ply of GAFGIAS edges and not less than 6 inches at es. lapping each sheet 2 inches at edg end lap not to exceed 9 inches and•stendef- s. of base in at intery nails spaced at 16 inch intervals in each Nail along lap in nter4 diameter or down center of fasteners with two r integral heads at Least 1 inch row, square th fasreners nteg GAF Materials fpryocation or the deck m uf that are See recommended -Sp dior� below) ply shingle 3. manufacturer. (See -Special lies of GAFG at the lo two P in sheet: solidly mop- fa hion; l shy w point of the root. mop 19 inches over the preceding the oli m ot ping fashion; Pe underlying base sheet to provide three plies over ping to area. . - film and Atsphait Requirement. must be applied in a continuous in s of Roofing l �� per 100 square f� of mot area with lnterpH m g halt to the shall raneconsist of e 201. plus or minus. The approp e a tolerance ivied to must b used. slopes imo except in per foot Rat ASTM Type 11 maybe used Florida. stapes up L0 New D Arizona. and California. Fl Texas. New Mexico, ... c;:-g l PS Mineral Surfaced Cap Sheet in accordance with the appllr� n tr GAS the laps of the ply streets- instrur�0� on page 20. so that the laps are offset from ;c :al .met tens um decks Peg • 2 . Sae rpco le GAFGLAS tor use over TAVENI (Vent Ply) r GAFGLAS 2 Acceptable GAFGIAS Base Streets um decks. Nheet,e Decks required for freshly d GA wood decks and structural Base Sheet. tb PLY decks 6', and GAS 4 or GAFGLAS PLY 6 is used as a base Ply ' wo od ftber decks, when r ��red. back-nailed l sheet. a sheathing paD !. 4. For roof slope8ot 11 e P Sheet; page 19. >ti felt See aQ 1 r�l lOn St0e Roots. 44 if or more, inches In tom the bade ed _ • I UJL Chart :teY 1 1. Substrate C = Combustible and tioneomb le etc . plywood (mom °III inch titicii Combustible = Wood planks, h Inch ess) oriented strand board thidm NC = Noncombustible only rte strucbltal concrete Gg Noncombustible = Steel, poured or P insulating concrete, gypsum, stnictural wood Met, etc. /Slope toot Winn slope allowed, in inches pe Miami Shores Village 10050 NE 2nd Avenue Local Phone: 305 - 388 - 3704 Parcel # 1132060131000 Building Permit Phone: 305- 795 -2204 Permit Number: BP2002 -1481 Printed: 8/26/2002 Applicant: FEDERICO LLAMOSAS Owner: LLAMOSAS FEDERICO JOB ADDRESS: 59 NE 97 ST v Contractor M ROMERO'S ROOFING & INSPECTIONS INContractor's Address: 13369 SW 78 STREET Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & E1/2 LOT 18 BLK 7 LOT SIZE Fees: Description Amount FEE2002 -4761 Building Fee $135.00 FEE2002 -4762 CCF $4.20 FEE2002 -4763 Buildier's Bond $300.00 Total Fees: $439.20 Total Fees: $439.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/19/2003 Construction Value: $6,500.00 Work: RE ROOF & INSTALL FLAT BUILT UP & CLAY TILE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in.compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, s= a is or emplo Signed Signed: frs (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 responisibility for all work done by either myself, my age — servants or employes. (Contractor or Builder) BY: By: ■ Romero s Roo ing !meet leas, Me. 13360 SW 78 St. Miami. FL 33183 Ph. (308) 388.3704 . o PZ D T E 0 11 FOR AUNION PLANTERS BANK • ':067008'. L41: 390 2 100 29 LOO r A ‘, II • !A t/fil U• 1) DATE 3902 63-841/670 BRANCH 8288F $ 43q, Dob) 9.0.111 DOLLARS n 08/27/2002 PERM . NO. STAT .F FLORIDA: COU OF DADE: 2. De Nota Print My 23:29 3058058488 NOTICE OF COMMENCEMENT A ECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION THE U DERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapt 1. Leg y descript on of property and street address 713, Florida Statutes, the following information is provided in this Notice of Commencement. ption of improvement: (s) name and address: Inters ; in property: Name 4. C• Tractor's name and address: nd address of fee simple titleholder: I 5. Su ' ty:(Payment bond required by owner from contractor, It any) Nam p . • address: Arno 11 1 t of bone $ NA at nos 6, Le : er's name and address: �- i� " Ed iNE� 7. Pe ons within the State of Florida designated .b by S tion 713 13(1)(a)7.. Florida Statutes, � N , N . l and address: ey 8. In ! edition to himself, Owner designates the following person(s) 10 receive a copy of the Lienor's Notice as provided in Se , 1 .13(1)(b), Florida Statutes. Nam N and ddress: gn Print Swo TAX FOLIO NO. re of Owner wner's Verne + VAII\C;gita M ROMERO ROOFING IN M G` to and subscribed before me this lay of ,20_ OFFICIAL • I'ARY SEAL * G • ..t 6EIZAN Public E t / e : ' %' .i . � %°; F FLORIDA otary's Name Ei���' itit.rte �� < mmission Expires 02R439850 2002 AUG 07 09 :39 t —Arm �i 0.‘o er documents may be served as provided PAGE 01 is n otice of Commencement: (the expiration date is 1 year from the date of recording unless a Prepared by dress: )jj 5 4)19 ROOF REPORTERS, INC. Aa.e R� &waltiazy TAS 106 -95 Roof Tile Uplift Test Report (561) 434 -7555 01� Test Date October 14, 2002 Project 59 NE 97 Street, Miami Shores, Fl. Contractor M. Romeros Roofing. Permit # BR 2002 - 1481 Roof Pitch 3 : 12 Tile Installation Date October 9 , 2002 Attachment Method Poly Foam Tile Type Santa Fe All testing is in strict accordance with The 2001 Florida Building Code, High Velocity Hurricane ZoneTesting Application Standard (TAS) 106 Each Test location was pulled using a Chatillon Force Gauge to a minimum of 351bs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed Field & Ridge 25 25 Corner 10 10 Perimeter 10 10 TEST RESULTS: PASSED See Attached Sketch For Further Details Dade County Certified Testing Agency # 99- 0615.04 t° 4 s.. 1 � R � R ^h 9't4 _.(% l % • nainu:. . 3281 Lake Worth Road ❑ Suite E ❑ Lake Worth ❑ Florida 33461 Roof Consulting & Testing ❑ Visual Surveys & Evaluations ❑ Roof Design % Passed 100 % 100 % 100 % FiA 1 Roo 7 'Sq NE 97 ST. I9;; ioce.s L. T UNIT UNDER TEST: CHATILLON DFIS100 DIGITAL FORCE GAUGE Mfr SIN: B39539 Cust S /N: B39539 PROCEDURE NAME: SYN141 CALIBRATED BY: Samuel Lago P.O. NUMBER: VERBAL SUBMITTED BY: ROOF REPORTERS, INC 3821 LAKE WORTH ROAD, SUITE E LAKE WORTH FL 33461 CERTIFICATE NUMBER: 39382:1032257350 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 17Sep2002 17Dec2002 72.0 °F +/- 1 DEG 40 % +/- 5% Synergy Labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NISI accepted intrinsic standards of measurement, or derived by the ratio type of self- calibration techniques.This calibration complies with ISO Guide 17025 and ANSUNCSL Z540 -1 -1994. Calibration procedures used provide measurement uncertainty ratios of less than a equal to 4:1 of the specification of the unit under test, with a coverage factor of k =2 at a confidence level of 95 %, unless otherwise noted This repot may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. Standards Used 1 Trace No 999002 Signed: Description AMETEK WG -23 WEIGHT SET Calibration Tec PRINTED ON: 17 Sep 2002 Report of Calibration Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.34624 30 Signed: CAL DATE 6 Jun 2001 CAL DUE DATE 6 Jun 2003 • REPORT OF CALIBRATION for SERIAL NUMBER: B39539 Synergy Labs assigned ASSET NUMBER: 39382 Page _L of I MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date f- ©2 Time Type Insp'n l4.1A Permit No. 73 7.2062 Name L L CL441,0Sa.- Address t 7 f s e // St Company ROr1Y1P..fr'n Phone# 305 3J14'37 For Inspector: / D.9 Z, Name ate Approved Correction ❑ Re- Insp'n Fee ❑ Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datel' // / D Time Permit No. o ) 7 Name Address 59, 11F. ct Approved Correction Re- Insp'n Fee Company c� ' Phone # S b S� 3-7 b `7 For Inspector:( 0 / 1-8 / °* Name & _ /0 1 1S2 2(4_, 1 t/) U ,A)* 7D ,9lTh - Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name ■ L h -o Address Company Phone # For Inspect Q3 Approved / Re- Insp'n Fee ❑ I39