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ROOF
3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Da� 1 r / 2 Time Type Insp'n 111 Permit No. Name Address Company Phone # For Inspector: 1 flame & Date Approved ❑ Correction Re- Insp'n Fee /❑ ��� P( s2l A? • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 2L� f� J Dat4 Time �� Type Insp'n 1 E 1' IO I r�I CJ( -. Permit No. BP- 1 L _ Name e4vvo oz Address Company Phone # f For Inspector: Approved Correction Re- Insp'n Fee • Name & Date Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) • I� j ED----- Test Location 76 Uplift Pull Test(p or F) 1 4 5 7 E1 7 26 51 2 27 52 A 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 - 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 ✓ 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 ,...--- 75 100 SITE SPECIFIC INFORMATION Owner's Name: tA• e.0-01 ( c. germit # . :?2--°0 - 9 l2-`L Job Address eo 3 1-1 �3' T" , t4i A-$-4 {, O 5 s Roofing Contractor: tg a`k'L'� 1 �� ��V t A 1 Type of Tile: - E ' a �� � Date Installed: 10 -- `S - D3 Approximate Roof Height: 1 feet Roof Pitch: '3 f (2- Type of Access to Roof: Scaffolds udder Other Approximate Square Footage of Roof 2tao ft Required Testii Force: 35 lbs. Testing Equipment Chatillion100 Date Tested: IN ACCORDANCE WiTH THE CRITERIA OF PROTOCOL'5106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REP T 'rtt3MITTED BY P.E. LJr Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2.588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL 106 !/ -/4 -03 TEST RESULTS P = PASS, F = FAIL E�- I�i,S l ok, N2 4711 SKETCH OF ROOF JOB 60 3 I■: q1 , 5440 C 42 -OF `L SHEET NO. j Z CONTRACTOR 'i CJ Art 'Cry ° POO Ft !-1 G� CHECKED BY DATE SCALE 5 • -- 1 IiuIueeeiei eee)\' rumrinr'e)[I'JeU IL si)eeelleee eee��\ �eiii� /e�ee►'leeeeeeeeeellee� 1111111111111,1111M711111111112711EMMIMIHMIll iii /.. 111.1l1J !11 %eeeeeeit?IIL't lee■ eee eerll /,: der% ��1�« 7eeel /eeeeel lee ■ surealmagunnannaummonommuumm ee1111Meir / /ielr►111EV WAMEMellee■ eee 4` Jei %eiC%ee\11a:/ /.i M i11eerellee/1 eeir:.: ii# 11111eie11ff le11eeeeee11MNIN eeeeeeell1111e1 111111®11111r3'1111/11ee11eee IIIIIIIIIiIii!IiiIiIIIIIII . !Ii 11ii iii illiii ee eee11111eticnirvememeeemerllee■ lIlIll1lIlllillII!WIi1IU i,.....�i .�621erUl■ e< Ll1I11111ee■ nammummiszarminstimmannummummo ■[ 101111eese1MOVI leer %eeeeeeeeeee■ ■Ida►■r ;u .1ieKIIeee!'7eeeeeeeee111 ■eM1 111 `!111eieett'liees�4ieeeeeeie11! ►_ _..._.: SMICAeseieeeeeeee6 ee^1eL2%% 1111ilieeeeeeeeeeeee■ ouzzamute ■ e.�e���i�ee`�iel�eee�ieieeeeee■ iiiiiriiiiuriiiiiiiiiii HiEc Eilv PERMIT APPLICATION FOR MIAMI SHORES VILL 9 9n bate 06/13/2003 Job Address 803 N.E. 99 Street Tax Folio 11- 3206 - 034 -0090 Legal Description Historically Designated: Yes Owner/Lessee / Tenant Martin Boutot/ S coff Qz. SYVI Master Permit #) ? 20 �— ' ■ 7 C own,sAddress . 803 N.E. 99 Street Phone (305) 762 -6611 Contracting Co Quality Roofing Contractor, Inc. Qualifier Carlos Arocho Signature of Contractor or 4//- Notary as to Contractor or Owner -Buil My Commission Expires. JUL 1 4 2003 Electrical Phone (305) 751 -0382 G//J /O,J Date 443/0, Date MARYLOU HERNANDEZ � •;.__ MY COMMISSION # DD 060579 • EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters C.C.F. 0 NOTARY BOND R C) TOTAL DUE S 3 / o� Structural Engineer Attention Roofers: All permits fora foam- tile attachment submitted on or after July 1, 2003 must have an uplift tesU The uplift test must be on the job at time of final inspection. 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 piths Florida 9ullding Code, Building govern the minimum requirements. and standards of the industry for roofing system Installations. Additionally, the following items should be addressed as art of the agreement between the owner and the contractor. The Initial in the adjacent box indicate that the item has been explained. . Ae sthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zor for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are workmanship provisions. Aesthetic Issues such as color or architectural not consideration a with respect CO re nt zoning code, shotstd be addressed as part of the agreement bemeen the owner ar d the contcac, br. of a ` 2. Ref Wood Decks: When replacing renal -. in accordance with the current provisions of Chaptr 16 (High Hurricane Zones) of the wood roof deck may have to Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which neighboring units (Le. townhouses, condominiums, etc.). In buildings with b common roofs, b the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Celttngs; Exposed, open beam ceilings ace , i here the undecstde of the coot deck;.n^ can b Viewed from below. The owner may wish to maintain the architectural a Ppearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Buildin Code provides the option of maintaining this a 9 ppearance. g de 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. Pondin g may ma shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be until the oc'v3t�at coots e rte\ ng system is cen»ved. Ponding cf3nditlons shoutd be craccected. y evident 6. Overflow scu ove71o`eded from a build up of water. outlets): /edge walis aroof extensions ons m that tc roof is not discharge If overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. may block this r � 7. Ventilation: Most roof structures should have some ser�ri� the int of the structural assembly (the building itself). The existing ability of tticu amount nt ventilation n she lg the r educed. tt may be benef�ctat to cAnsider additional venting vrhich can result Icy extendin l r be the roof. not 9 ..e .. fe of e Owner's Notification for Roofing Permits issued under the Florida Building Code /LAU-DADE COUNTY 13U1LDA :0 DEPARTUEN7 ELECTRONJC APPLJCAnnON Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing ooftng Date Contractor's Signature nrtp : / /www.co.miami- dade.fl.us/bld roofin permiting /owner_notificati 9/26/2002 Low Slope 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: Quality Roofing Contractors Inc. ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof Low slope roof area (ft.') 1 4sq. Flat Section A (General Information) Process No. Roof ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: Are there Gas Vent Stacks located on the roof? ❑ Yes Job Address: 803 N.E. 99 Street Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Roof System Information Steep Sloped area (ft.V) 24sq. Tile Section B (Roof Plan) Page 2 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes No If yes, what type? ❑ Natural ❑ LPGX Total (ft. 28sqs. Page 1 of 1 Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter W dth (a'): Corner Size (a' x a'): ■■■■■■■■■■■ili■■um ■■■■■ ■ ■■■■■■ . ■•s. ■E■■.■■um EEE ■.s Y ■ l � ■ I I , �■ : il... ■■■■ m ■ aU t EEu:EEEk EEen'�� ' � E EEI. MUM MOINMEIMMUM ERUNINIMMumMEM ■■ EIS EEEEEEHIHEE ■ml E ■�■■ ■ ■■ ■ ■E■■ MO INIMPIEUMME.M= 111111112111111111 ■�■■ ■■ua ■■ ■ME■■ ■■ ■ ■■■■■M■■■■■■■■■ mummu m■■lml■ ■m.■ m r iummtiaataltitlwaiimm ' � MtIME u■■■E ■E RR Ii■ /■MO■■■■�k MOM EMS _ E !■ m■■mu!■ :m !■sa ■■■■I ■■E■■■■■■■■■■EE■■ ■ ■ ■■■■■■■■■■ ■■ IIII■■■s■ ■■� ■■ ■ ■�. ' ■ ■.. ■RM E ■ ■ ■ ■■■■■ n■ r 1 Rill= i . ■EM■■ ■■■ ■■■■ .E EE �. ■�:EEEE 1 • ..EE 'iE ■■E ■■■ mums E� ■i■ ■mum ■■ ■■■ L ■ ■■ii mm ■■■ EE:E: ■MUMUMENUM E:E:E EEE EEEEEEEEEEHHEEEEEEEEEEEEEEE EEE 1 ... : ..!Fir EEEE ■. 11■ ■■ ■■ ■■■■■m a ■■s■■■■ ■■.■■ uE ..-E ■ L ■uaa. E ■�E EE: .i■EE■■E � iE ! ( _ .... 1i4,!. r IIiIEE►. EEE •nE ■■■■■ ■■ mu ■■■ I ■ ■■■■■ ■■ ■■E ... mu no • i■■■■■■■■►�■■ ■■■ ■ ■■ ■■ ■■ N ■ A ■ ■■■■ ■ ■■■m► ■ ■■ EEE QlriEEEi : ::: E : L MN MUM MI MEWUREMPROMMUMN 1 http: / /www.co.miami dade.fl.us/ bldg / roofing_permiting /permit_app_section_a.HTML 6/17/2003 Pmax3:' -131.4 Slope: 1/2" High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer: GAF Material Corporation NOA No:. 02-0408.09 Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ' -52 Pmax 2: -87.3 Maximum Design Pressure, From the Specific NOA System: 52.5 Deck type: 1 " x 6" T & G . ~' • These decks require a fastener pull test by an approved test Iabratory Other Deck Type: n/a Joist Spacing: n/a Anchor /Base Sheet & No. of Ply(s): n/a Anchor /Base Sheet Fastener /Bonding Material: n/a Insulation Base Layer /Size & Thickness: n/a Base Insulation Fastener /Bonding Material: n/a Top Insulation Fastener /Bonding Material: n/a Insulation Top Layer /Size & Thickness: n/a Page 3 Wood Nailer: 8 Penny nails Base Sheet(s) & No. of Ply(s): (1) Glass base sheet Base Sheet Fastener /Bonding Material: 1 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): (1) Ply 4 Ply Sheet Fastener /Bonding Material: Type III mopping asphalt Drip Edge Size & Gauge:, 3" face 26 ga. '1I Drip Edge Material Type: Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: n/a Top Ply: Gafglas Mineral Surfaced Cap Top Ply Fastening /Bonding Material: : Type III mopping asphalt Surfacing: n/a Altemate Fasteners: n/a 1. Field: 9 2. Perimeter: 6 3. Comers: 6 " o/c @ laps & 2 " o/c @ laps & 4 "o /c @ laps & 4 FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 1 /." R.S. Nails rows @ 9 rows @ 6 rows @ 6 NUMBER OF FASTENERS PER INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a Page 1 of 1 " o/c " o/c " o/c http : / /www.co.miami- dade.fl.us/bldg /roof ng _permiting /section_c_4.html 6/10/2003 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterfashing, 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. ; 14) V. # r ,fif Page 3a Parapet Watt Height �� Ft. Mean Roof Height / Ft. Page 1 of 1 http: / /www.co.miami dade.fl.us/ bldg / roofing _permiting /section_c_4_2.html 6/10/2003 Roof System Manufacturer: Santa Fe Tile Corporation Notice of Acceptance Number: 00- 1212.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -47.6 P 2: -100.6 P 3: -100.6 Maximum Design Wind Pressures, (From the PCA Specific system): 61.9 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Perimeter Width: n/a Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 1" X 6" T & Roof Slope: 2 1/2 "/12" Roof Mean Height: 13 Ridge Ventilation: n/a Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Drip Edge Fastener Type: Altemate Tile Attachment Method: n/a Clip Spacing for Metal Roof Panels Field:, n/a Perimeters: n/a Comers: n/a Page 4 Altemate Deck Type: n/a Underlayment type: 30Ib. ASTM felt Insulation/Fire Barrier Board: n/a Optional Nailable Substrate: n/a Fasteners: 1 1/4" R/S nails Cap Sheet Type /Adhesive Type: 90Ib. ASTM felt Roof Covering: Santa Fe Spanish S Clay Tile Roof Covering Attachment Method: Polyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal 1 1/4" R/S nails Hook Strip /Cleat ga. or weight: N/A Page 1 01 1 http : / /www.co.miami- dade.fl.us/bldg/ roofing _permiting /section_d_3.html 6/17/2003 Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 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 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -47.6 x A .297 - Mg: 5.90 P 2: . -100.6 x A .297 - Mg: 5.90 P 3: x A .297 - Mg: 5.90 Page 5 = Mrl: 8.24 = Mrl: 23.98 = Mr1: 23.98 NOA Mf: 61.9 NOA Mf: 61.9 NOA Mf: 61.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 or 1 http: / /www.co. miami - dade. fl. us / bldg / roofing _permiting /section_e_3.htm 6/17/2003 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02 /01/2006 APPROVED: 02/01/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMIVIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s045000I 1pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com 11) Homepage: http : / /www.buildingcodeonline.com SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Materials Deck Type: 1. SCOPE This renews a roofing system using Santa Fe "Santafe `S" clay roofing tile, manufactured by Santafe Tile Corporation 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 locations where . the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santaf6 `S' Clay Roof Tile Trim Pieces Product Tile Screws Dimensions 1 =18" w= 11.5" ' /2" thick 1= varies w = varies varying thickness Dimensions #8 x 2 -' /z" long 0.130" shank dia. 0.178 flute dia. Clay Roof Tiles Wood Test Specifications Approval Date: February 1, 2001 Expiration Date: February 1, 2006 PA 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Specifications PA 114 Appendix E 2 Product Description Stainless Steel Product Description Manufacturer generic 3. 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 -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112 a submitted to the Building Code Compliance Offic ` 1oaga, RRC Roofing Product Control Examiner hall be Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -Ibf) For Nail -On System Tile Profile Table 1: Aerodynamic Multiplyers- X(ft Two Nails Tile Two Screws X (ft X (ft Santafe S Profile 21.8 Batten Application Direct Deck Santafe 'S' 57.60 Battens 0.274 0.297 Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -Ibf) For Nail -On System Tile Profile Tile Application Two Nails One Screw Two Screws One Screw w/ Clip Two Screws w/ Clip Santafe S Direct Deck 21.8 29.16' 38.28' 57.31 57.60 Battens 61.77' 1. Approved screws as noted 'Product manufactured by others' SANTAFE TILE CORPQRATION ACCEPTANCE No.: 00 1212.06 3.5 30/90 hot mopped underlayment 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 requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations 3 rank Zuloaga, RRC Roofing Product Control Examiner Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 Adhesive Set 61.9 SANTAFE TILE CORPQRATION ACCEPTANCE No.: 00 1212.06 3.5 30/90 hot mopped underlayment 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 requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations 3 rank Zuloaga, RRC Roofing Product Control Examiner SMTAFE TILE •CORD RATI N �� ACCEPTANCE No. a 00-1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. 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 applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFt 1°SANTAFE S" CLAY ROOF TILE 4 Frank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 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 originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 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. 6 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 5 END OF THIS ACCEPTANCE 5 Frank Zuloaga, RRC Roofing Product Control Examiner MIAM GA(M - NT I Polyfmltn Products, line. 2400 Spring Stuebner Road Spring ,TX 77383 -1132 APPR 06/I4 80 • ' 10 r TAMRAM -.Yn T TrTA r ££££2S6S02 01 P8b5L6S S0£ T F M IAMI - DADE COUNTY. FLO)ZI METRO -DADE FLAG(,ER BUILDING BUILDING CODE CDAthLfANCE OFFICE trICTRO -OAD(; FLAOL I!R BUILDING Idn w rsrrtAcuart S'rnea SUITE 160J MtAmt, rtmEtlim Din-1363 1)01) 375.290 I ItAX (N1.1) 773.2x114 f :(IN'rRRAC rmlt 1.1C RRr: elan (M1371.2327 FAX 1305i 375•33sx C(IIVI'ltA R'(1rt I f (VI DO ( 373 -29oe I'AX (3US) 373.2YUtl Your application for Notice of Acceptance (NOA) o£: Two Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and T Construction, and completely described herein, has been recommended for acceptance by the Miruni -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein, Types of 1 This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure th' product or material at an time from a jobsile or'manufacturer's plant for quality control testin T (s product or material fails to perform in the approved manner, BCCO may revoke, s If this use of such product or material immediately. BCCO reserves the right odify, or suspend the b ir it is determined by BCCO that this product or material fails to meet the requireme is of the Soutli�Florida D ui ldin6 Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: IllAdum FXi'112ES: n5 /10 /200(1 1 'itouvCt' CON7'I(OL USI'ISt (3USl 31S -270.3 FAX (30S) ) Rut Rodriguez Chief Product Control Division 0 ..-�_ I CPS OR SI' IF This application For Product Approval lots been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami Dade County, Florida under the conditions set lbrth above. frtutciscoJ. Ouint:lna. R.A. Director Miami-Dade Comity )1uilding Code Compliance Office 111odS000I1peI000Atotwiltrinetke sec /quango eo.a yot6aol I' mull udtlrcjs: p ostma a t nr Qbulldint!codl:onllne.cmn (If Honlerat;e: Pup : / /www.11ulldingeodconlinc.conl 711A rA) 71.A• new LA. TRI1 AI.. r'T 'U. nn .Iw r -n S3I' lddf1S 000 de bd 8T;60 COW 12 eldI4 ** 80•SDed 1 ** Pot. am Pr ducts n rnnl ROOPi.NC ASSE1413l,Y APPROVAL • ` r" Y:ti Roo ling 5 s a te'nm RcofTiic Adhesive Materials' Polyurethane 1. SCOPE This approves Pulypru® Al•tIGO Its manufactured by l'olyfua,m Products, Inc as described in Section 2 of this Notice of Acceptance, For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Rooting Application Standard RAS 127, for use with approved tlat, low, and high profile Polypro A[- 160. Where the attachment' calculations are done as a n roof ent based system for single patty placement, and as an uplift biased system for double patty systems 80i80'd 2 . PRODUCT DESCRIPTION Mattufactured by I ( :t n Polypro® AI.1160 Dinensio N/A I'oarttproct RTF 1000 N/A ProPnclotO 30 & 100 N/A 2 .1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Rool•Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro All 160 roof Tile adhesive. 2 .2 Typical Physical Properties: Prnncrty Met Density ASTM 0 1622 Compressive ASTM 0 1621 Strcn k►th Tensile Strength ASTM D 1 623 Water Absorption ASTM D 2127 Moisture; Vapor ASTM E 96 Transmission Dimensional ASTIvt D 2126 Stabil 'WV • CT^lMnnv, sown r r £££££S6S0£ 01 t+8PE2,6S SIDE ACCEPTANCE No.: 01- 0521.02 Test $p ` ' caftans PA 101 Rcanits 1.6 1bsJfl.' 18 PS1 Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 (.bsJFt 3.1 Pcrnt 1 lnclh Approval Datu:.1 L,320(11 Expiration D7tc: May Ire, 200, -6 0,01% Volume Change a .1(10 R. 2 Nvecks *6.0% Volume Chance r^ I tumidity. 2 .vtVks Product Descriotinr! Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga. ItRC Product Control Examiner 63I7ddf1S OJQti J8 ad ZE ; 60 £002 LO Ldtd « F) Polyfoam 1'rpducts, Inc. ACCEPTANCE No.: 01- 0521.02 Note: • The physical properties listed above are presented as typical nvernge values as determined by accepted ASTM test methods mud arc subject to normal manufacturing variation. 3 . LIMITATIONS 3.1 Ciro classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with hilt, low, & high tile proilles. 3.3 Minimum underlayments shall be in compliance wi(h the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 root' tile adhesive with their tile assemblies shall ten in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® 60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. - F' 80/L0'd 3 •'„T►' CT ^%nrtnv T TWA T•nnT ££ZE£S6S0£ 01 t'8176L6S S0£ M5 4. INSTALLATION 4.1 Polypro® A.IH160 may be used with any roof tile assembly having a current NOA that lists upti(R resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AN 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A1-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction, 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component' Shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 lc 0.15 pounds per tile as determined at calibration, No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foauipro 10 1000 or ProPack® 30 & 100 dispensing equipment only, 4.7 Polypro® AH160 shall not be exposed permanently to sunit Frank Zu!oaga, R.RC Product Control Cxaminer .L.V Al. Lww ••,•♦ ,* .Y ♦••• ww Sa l lddf1S 03068 ad T:6 0 £00z L0 adW 1?oldfut,t Pro'd r „�• ACCEPTANCE No. £U- 0521.02 C:0 Tiles must be adhered in freshly applied adhesive Tile must minutes after Polypro® AH;60 has been dispensed. 4 . 9 ?olypree AM i GO placement and minimt.im patty weigh: shall be in accordance witl; the 'Placement Details' heroin. Each generic hie profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile I'ilel'roGlc Placement Single I'ndd \V i Y lit Two Paddy Wci`1it paddy Mini. DLtnil rntus N/A ID:It, Low, High Profiles J1 -fnji Profile (2 Piece Barrel #1 t'l 1 Flat, Low, High Profiles #2 Flat. Low. High Profiles 80 a3 5• LABELING All polypro® AH 160 containers spell comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable building Code in order to properly evaluate the installation of this system;. 4 • •11'11 f• rfln.wn... myn ro w- £££££S6S0£ 01 b8b5L6S S0£ 35 17/side on cap and 34/ an 2d ue 5ct within 2 to 3 N/A N/A Frank Zuloaj t, RRC Product Control Examiner S3I - IddllS OOQd&S cld T: 60 £00z L0 deA onnf7r, barsattuiss In mO INro10N paclle atrnanl I1M iI t Caws) 1 141 cram only. Kara 6 0161616 1 6610%1 /vial fita)Nlat 80 /S0'd ACCEPTANCE r•lo.: 01- 0521.02 ADHESIvE PLACEMENT DETArL 1 SINGLE PATTY ►Ida/ ry.n•lh TCq 11 hddr Idgt111 nit) 1tt tote. an7: Clip IaMIh. Iwn 1 kof6.r.0.911001 ills Cbtva I) alma rrrulh Idytlrs to otW•• /10 3) ti1:Ir1 IMQrI In COCIUt' v10 As pm III MK 00th soolluley 1/•0101041 11.66c ctncnl 1)1s6/11 i 1 c fn i u 111 eCio Oa: g t j j4l Nln`ii' to10 Mull the to , i W• P 14 0 YI CAI r 5 '1\ ?T Tnnnnye I.11A 1�r►n N611UV t4h o1.sUc .rn.n ' 1;• : 4 # Lin Cunt 1* IMIdarn UN di* htda U+daltrl tnt 10 a: the taunt one rt./ Id�tlbt ICCrnL I kw Irv...GAO 'I I IBIM1111 T4) Frank Zuloago, RR.0 Product Control Examiner £££££S6S0£ 01 OBP5L6S SO2 S3I1ddr1S 000 1:41110 ad 02:60 £00Z L0 atW nn fft PQ1yronm Prodtrcls Ittc. Natl IMovph Maslie cement Un9aearnaal Get Carrao Padap (Benuih Tibl k,111 Wrouan plaaUe cement UaAwbrtem I + 6 page um Gee Clain feaela wu- Fa 1 clomp alp e9pa 60 ACCEPTANCE no.: GI- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SIIVCLI; PATTY 6 'HUr'ef- Nnenv! nvn17 Frank Zuloaga, RRC Product Coutrul Examiner £££££S6S0£ Ol b8P6L6S S0£ S3I1ddf S OD068 lid 0E:60 £00Z L0 aziW RM1 r l r l t Prodtl t inc. Hail through pl3$Ne dement Single May on top al die 80/£0'd ACCEPTANCE (Yo, : 01- 0521.02 AMIESWE PLACEMENT ETA lL 3 DOWILE PATTY Single paddy on top oriole p+ab (botweeon tno) Fada! (underille) bet Clem 2 In. r ?U. medium ;tat paddy pave sauna only F�sas wail through plastic cement Ease Comt 7 �srr er�nrtnvi emvn.rr -rn r Mail Waugh plastic serum unduieymm 64?„). S;nglt paddy In. under dlt `• t i In. it „r ;n. z 3 In. SInglp paddy on 2 ire Y I In 'C ; %s , ; :- l, A m .ee fe m enl ad oq ugdar. I1TMenl 3inple otddy txa top of Ills / /�� F ade Lava � �+ Wttphelt tows: `i Ewe erasure Drip edge Prank Zuloaga. RRC Product CoittrOl Cxatttinur Single paddy undor UN Sin&la paddy between the 2 In. t 71n. medium ele paddy a +e courk only ££ £S6S©£ Ol b6P6L6S S0£ S3I1ddfS OXIdde dd 6T;60 £0EZ L0 ddW R n n Ii Polvfannt Predttt:ts, inc. ACCEPTANCE No. : 01.0521.02 I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and thc original submitted documents, including test- supt>crting data, e rtyineering documents. are no older than eight (lt) years, 2, Any and all approved products shall be permanently labeled with the manufacturer's name, c`.ty 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 bc considered if: a. Then: has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compiianec with the code changes. b. The product is no 1041ber the same product (identical) as the one originally approved. c. If :he Acceptanco holder has not complied with all the requirements of this acceptance, including the correct installation of dhc product, d. The engineer who originally prepared, signixi and scaled the r4uircd documentation initially submitted, is no longer practicing the engineering profession, Any revision or change in the materials, use, anti/or manufacture or the product or process Shall outomaticatly be cause for termination of this Acceptance, unless prior written approval has been =Nested (through the Filing of a revision application with appropriate fee) ,md granted by this office, 3. Any of the following shall also be grounds for rcrhtovai of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse or this Accgnancc as an endorsement or any product, for sales, advertising Or any other purposes. >. The Notice of Acceptance number preceded by Lin: words tvliami - Dade County, Florida. and followed by the expiration date may be displayed in advertising literature, if and' portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at all time. The cngicu r need not reseal the copies h. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance This Notice of Acceptance consists of pags 1 through S. END OF TIIIS ACCEPTANCE; -- IT'\t"VIRnVJ WVAJT'1A1 £££££S6S0£ 01. VIEWEL6S S02 Prank Zuloaba, R)ZC Product Control Examiner -Sn• new &nn • ' ,.,,. ,. .... S3I �dd1lS 0 ati248 ad 6T:60 £00E 2,0 Zi:1W M�A MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 Deck Type 1: Deck Description: Base sheet: 'Fastening Options: Ply Sheet: Cap Sheet: Wood, Non - insulated New Construction or Reroof 19 or greater plywood or wood plank decks System Type E (11): Base sheet mechanically fastened. Ail General and System Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #I2 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/," Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued GAFGLAS #80 Premium Base Sheet may be used in 'any of the following systems. " GAFglas Flex PIy 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. �. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/ urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule), 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU)— Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type GI "GAFCLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Gl "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A • Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2• Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type Gl "GAFGLAS PIy 4" "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3• Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply.Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4• Deck: NC Incline: 2 • Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite„ wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type Gl-'or G2, mechanically fastened or hot mopped. PIy Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 . Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. 1. 1 or MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date C v 3 Time Type Insp'n Permit N Name C'' Address 803 - ` - Compan Phone # For InspectdrL 1 1 3 P Name & Date Approved Correction Re- Insp'n Fee �GO MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date iO �l' Time TypeInsp'n ) ) i'e. '1 Pr014_2 10 Permit No. 1(3 PO 3 - Name i� O t) ` - b - r - • !� Address 3 lU LQ 9 5 T - Company 40 A\ ■ z Roo Phone# '3OS 7S I - C SD- For Inspector: i3(? t (k 3 Name & Date Approved Correction Re- Insp'n Fee NOTICE OF A RECORDED COPY MUST BE POSTED PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal demon o f property NW street address: 803 N.E. 99 Street Interest in p>' ny: , Owner Name and address of fee simple titleholder: N/A ature of Owner Print Owner's Name Sec 11 I E'm ? Notary Public Print Notary's Name Miami Shores, Florida 33138 2. Description 01 i mprovement: Reroof to a new Tile and attached small Flat Roof. 3, Owners) name and address: Martin Boutot /cr, - , 1'Y\ 19 1 803 N.E. 99 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 NW 1 st Ave, Miami ,Florida 33168 5. Swity:(Payment bond required by Owner tram contractor, If a nYiATE OF FLORIDA, COUNTY OF DADE Name and address: N/A I HEREBY CERTIFY that this IS a true c y of the Amount of bond $ 0 Sworn to and subscribed before me th 1 day of e , 20 03. . 11 7 MARYLOU HERNAN rear .q EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters 111111111111111111111111111111111111111111111111111111 CFN 200 3R04628,39 OR Bk 21410 f'9 1364; (1P9) RECORDED 07/09/2003 10 :49 :57 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sidon 713.13(1)0)7., Florida Statutes, Name and : N/A O. fn addition to•ftimself, Owner designates the !plowing persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statures. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dylerent d�trs Is dl Prepared b Carlos Arocho Quality Roofing Contractor, Inc. Address: 13800 NW 1 st Avenue Miami ,Florida 33168 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2 Job Address 803 N. E. 99th St. Tax Folio 11 3206 34 0090 9 Legal Description �7 c� Owner / Lessee / Tenant Frank LuBien Master Permit # 373 3 / y Owner's Address 803 N. E. 99th St. Phone 758 4060 Contracting Co. Owner Address Same Qualifier SS# Phone State # CG C007713 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off flat deck roof to wood deck, install base sheet felt as per code, mop on with hot asphalt 2 plies of fiberglass, install metal eaves and paint roof with aluminum roof paint. $800.00 300 Square Ft. Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF' COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-named contractor to do the work stated. J Signature of owner and /or Condo President Signature of Contractor or Owner- Builder Date: FEES: PERMIT 3 RADON C.C.F. APPROVED: Fire Zoning Buildin Mechanical Plumbin Date: Notary as to Owner and /or Condo President Notary , ad 'to. C6 ab • I ��1� r- Builder My Commission Expires: My ComMissibM=Lmasa. NUMBER ° CC401261 9AY COMMISSION •EXP. ** * * * * * * * * * it *( s1 G. 1988 * ** TOTAL DUE 3. d Other Electrical Engineering f METRO•DADE GS Roofing Products Company, Inc. 5525 MacArthur Blvd. Suite 900 Irving, TX 75033 METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 PRODUCT CONTROL, NOTICE OF ACCEPTANCE FAX (305) 375.2908 Your application for Product Approval of GS Built -1111 Roofing Products under Chapter 8 of the Metropolitan Dade Counry Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Ivlutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modi.. or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the ivl:nufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0323.43 EXPIRES: APPROVED: • JUN 0 fi 9 9 • JUN 0 6190:1 Gil Diamond, P.E. Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COtMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade Counry Building Code • Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E., Direct Building Code Compliance Department tvlctropolitan Dade Counry NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. I Diamond, P.E. roduct Control Division Supervisor Applicant: GS Roofing Products Company, Inc. Product Control No.: 94-0323.43 5525 MacArthur Blvd. Approval Date: a�U .6 ) `J V, Suite 900 Irving, TX 75038 Expiration Date: T M. 0 6 1997 Category: Sub - Category: Type: Sub -Type: Membrane Roofing System Built -Up Roofing Conventional Fiberglass /Asphalt GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential, commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. a . GS Roofing Products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer IC) t he following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Ivtutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1 -S00- 777 -2563. Product Control Notice of Acceptance Roofing System Approval Pat Neuhaus 'Commercial District Manager 2900 Bird St. Charleston Heights SC 29405 803 744 -7451 11 Diamond. P.E. Product Pyrox ACFoatn -II various Hy -Therm AP various Hy -Therm Nail -Line various Anchorbond Fastener Dek.Fast Fastener FM 30, FM 60, FM 90 Fasteners Nail -Tite Type A Fastener Nail-Tile Type R Fastener Gripdek Fastener Trade Names of Products Manufactured by Others Dimensions Test Specifications various PA 110• PA 110 PA 110 • PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 Hextra Fastener PA 114 Product Description Polyisocyanurate foam insulation. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation with nailing surface. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Base ply fastening system (for lightweight insulating concrete only). Base sheet fastening assembly for reroofing. Base sheet fastening assembly for reroofing. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic Gil Diamond, P. Product Control No.: 94- 0323.43 Manufacwrer Apache Products Co. Atlas Energy Products Celotex Corporation Celotex Corporation Construction Fasteners Construction Fasteners ES Products, Inc. ES Products, Inc. ES Products. Inc. I Buildex 1TW Buildex Roofgrip Fastener _ _ PA 114 ES1 Fastening Systems Insulfixx Fastener Raw! Dr! vc /Spi PA 1 l4 PA 114 PA 1 1 4 steel stress plate. Insulation fastening assembly with plastic and steel stress plate. ISO 95+ various PA 110 Polyisocyanurate foam International Permalite insulation E'NRGY'2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. 1SORoc various PA 110 Polyisocyanurate foam and NRG Barriers, Inc. rockwool composite insulation. Con -Tire Fastener PA 114 Insulation fastening Olympic Fasteners assembly with plastic and steel stress plate. Olympic Fastener PA 114 Insulation fastening Olympic Fasteners assembly with plastic and steel stress plate. GlasFast Fastener PA 114 Insulation fastening Owens- Corning assembly with plastic and steel stress plate. Paroc various PA 110 Rockwool mat insulation. Partek, Inc. Multi -Max various PA 110 Polyisocyanurate foam RiMAX insulation. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Gil Diamond, P. Product Control No.: 94 -0323.43 ITW Buildex SFS /Stadler SFS /Stadler The Rawlplug Company, Inc. .. wlit:' . az7t !tvi rtz'.vlplug Fastener ... ru-Fast Fastener r_!.)ppec fiberglass einuts,O!i 'High Deilsity Wood rt: Plastic Roof various .:'.'' ASTM .. •t I Asphalt based roof pruner. ASTM 1227 PA 110 Fiber glass roof insulation generic ..:ASTW :.. 4556 or •ASTM 2322 PA 110 A S'r Type ... .. ASTIvI !i Type 1. • i,tiul.ati. n fastening' assembly with plastic and steel stress Pate. Insulation fastening assetnbly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. `26 ga. corrosion resistant edge inetill for system !emulation • A trowel.grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. Wood fiberboard • tnsutulion'. • . Flashing cement Roof Coating. Gil Diamond, P. AST NI D 312 Bitumen tenet:•: ;;dale;:':.. • Roof Coating. generic CortiOa: The - Rti , A , 1piu ;. .Coinpanv, Inc.' Tru•Fast. • generic generic. generic generic genertk.: generic `- Ikrlitc insulation bo. / generic Product All Weather/Empire Base Sheet Black Diamond Base Sheet FlintGlas® Mineral Surfaced Cap Sheet FlintGlas® Premium Ply 36" x 180'; Roll Sheet Type IV or VI weight: 40/55 lbs. Flintglas GTS Flintlastic FR -P Flintlastic GMS Flintlastic GTA Flintlastic STA G!a5.3_ser'" Base Sheet No 15 Perforated Felt Trade Names of Products Manufactured or - - Labeled by Applicant Dimensions 36" x 72'; Roll weight: 86 lbs. 36" x 75'; Roll weight: 75 lbs. 36" x 36'; Roll weight: 78 lbs. 39 -3/8" x 24'9 "; Roll weight: 92 lbs. 39 -3/8" x 34'2 "; Roll ASTM D 5147 weight: 105 lbs. 39.3/8" x 34' 2 "; Roll weight: 100 Ibs. 39 -3/8" x 33' 3 ": Roll weight: 105 Ibs. 39.3/3" x 33'; Roll weight: 90 Ibs. 36" x IOS'; Roll weight: 69 Ibs. 36" x 144'; Roll Test Specifications ASTIvI D 2626 ASTM D 1970 ASTN•i D 3909 ASTM D 2178 Type IV or VI ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 4601 ASTM D 226 • Gil Diamond, P.E. Product Control No.: 94- 0323.43 Product Description Organic asphalt coated felt. Inorganic glass fiber SBS asphalt impregnated and coated with fine black mineral particle surface. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Inorganic glass fiber asphalt impregnated ply sheet. Torch applied, granule surface SBS modified polyester membrane for BUR flashing. Asphalt adhered, granule surfaced SBS FR modified polyester membrane for BUR flashing. Asphalt adhered, granule surfaced SBS modified polyester membrane for BUR flashing. Torch applied, granule surfaced APP modified polyester membrane for BUR flashing. Torch applied smooth surface APP modified polyester membrane for BUR flashing. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Organic a alt saturated felt. Roofing Nails min.. l34" x 1' /" PA 114 Static Asphalt Fibered Emulsion Tin Caps ,'alley Metal min 32 ga. x 1 5/8" 0" ASTiv1 D 1227 Corrosion resistant generic deformed roof nails. Roof Coating. generic Min. 32 ga. x 1 5/8 " -2" corrosion resistant circular discs. min. 26 ga. 12" ASTIv1 D 525 galy. metal valley flashings generic wide gals. metal valley ilashings Gil Diamond, P.E Produce Control No.: 94- 0323.43 generic weignt: 55 lbs. Premium Flex-I-GlasT'.1 x 72'; Roll ASTM D 4601 Base Shec: wcight: 90 lbs. Ultra Fitx-i-GlasT'' 39-3/8" x 50'; Roll ASTM D 4601 ‘, 90 lbs. Yosemite Mineral Surface 36" x 36'; Roll ASTM D 249 Cap Sheet weight: 69 lbs. Product Control No • 9:1-0323.43 Inorganic glass fiber SBS asphalt impregnated and coated base sheet. Inorganic glass fiber SBS asphalt impregnated and coated base sheet. Organic asphalt coated felt \vith granule surface. Test :A ency • 'fest Identifier et.t liisui;tt:.•. R F:.... . M1t::..:ri •1 ?.escarch 1-*?11:C 1994 • 'es( 1 .it)i is , 25013 Physical Properties _::c•c•r :•n i Test Name!Report n:ltc Current. Insulation i'a:;tenll:, I <cc;uirenler.l.: KC Approval (jaiti: 1993 9 Classillcaluoi Compliance Product Control No.: 944) 3 // C): / Insulation Types: Material Wood fiber Fibrous glass Perlite Polyisocyanurate Composite Board Rockwool Maximum Design Pressure :Design Pressure Wood -60 psf Steel -55 psf Concrete -75 psf Lightweight Concrete -45 psf Poured Gypsum Concrete -45 psf Cementitious Wood Fiber -45 ,psf Material Classification \Vood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Maximum Fire Classification Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Gil Diamond, P.E. 9 Product Control No.: 94- 0323.43 Deck Type 1I: Wood, Insulated, New Construction" Deck Description: 19 / 32 " or greater plywood or wood plank System Type A: Base sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Laver Type Detail No. Per Board Density One or more layers of any of the following insulations: Approved Type(s): AC -Foam 1, E'NRG'Y 2, E'NRG'Y 2 Plus Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Multi -Max Minimum: 1" x 4' x 3' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber Minimum: '' /2" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: 1/4" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite Minimum: '/<" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15 / 16 " x 4' x 4' N/A Anchor sheet: SYSTEMS N/A Note: All insulation shall be adhered to the anchor sheet in full moppings of hot asphalt at an application rate of 25 lbs. /sq. ± 15 %. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. All Weather /Empire, Flex- I -Glas or GlasBase base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 12" o.c. at the lap staggered in two rows 12" in the field. e sheet shall serve as anchor sheet for attachment of insulation. Gil Diamond, P.E. 10 Product Control No.: 94- 0323.43 N/A N/A Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Product Control No.: 94- 0323.43 (Optional) Install one ply of All Weather/Empire, Flex -I -Glas or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 25 lbs. /sq. ± 15 %. If base sheet is applied directly to polyisocyanurate insulation, only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Two, three, four or five plies of FlintGlas or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. If ply sheet is applied directly to polyisocyanurate insulation, only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. (Optional) One ply of FlintGlas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: -45 psf Maximum Fire Classification: 'A'. See General Limitation # 2. 1. A two part coating consisting of a base coat of Static Ashpalt Fibered Emulsion at rate of 3 gal. /sq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non - fibered aluminum coating or fibered APOC No. 212.. 2. Flood coat of approved Type III asphalt with an application rate of 60 lbs. /sq.; plus gravel or slag at an application rate of 400 lbs. /sq. or 300 lbs. /sq. respectivly. Maximum Slope: 3 ":12 "; See General Limitation # 3. Specification No.: AAA -2 -3, AAA -4 -3, AAA-8-3, A- 2 -M -3, A- 4 -M -3, A- 6 -M -3, EMS -2 -W, EMS -4 -W Gil Diamond, P.E. 11 • .• 1 Approximate Total Finished Weight 125 lbs. , Vg 41F : Membrane OnepI/ of GLASBASE base sheet and two plieS'of,FL.11<ITGLAS‘PLY.S emulsion surfacing and reflective coating. SummarTotMaterials:::: Per 100 Square Feet GLASBASE Base Sheet (1 ply) 23 lbs. FLINTGLAS•Ply plies) ,16 lbs. Typ6•111Asphalt Moppings [2'@ 25 lbs 50 lbs. Emulsion Surfacing STATIC FIBRATED [6 gals. Dry] 27 lbs. REXKOTE-SPECTRA® Reflective Coating [1 gal. Dry) 9 lbs. Job Address: RO3 k), E: 9°9 s r. Contractor F n � e � Process No. GENERAL: Type of Roof System Assembly to be Applied: AI „ :0/ u►, 'male dieryIass �.4-- Manufacturer of Roof System Assembly: e -:' 't ociicc,k Product Control Approval Number: c 1y : 03a3 •43 System Number from Product Control Approval: E M $ - 1/- W (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: 80 13. 9q 5V Contractor,r y ' k LtA1;Pr, Process No. (Check one of the following) Recover Re -roof: 1 New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: (Type and method of attachment ) l� 1 Gsk'JA S S o 6r Ply Sheet(s): p\',es s (Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 N' Job Address: (3.03 N• E . q 9 ST. Contractor rro,4 -, kul ; en Process No. Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oj attachment ) I 111 t o r, . n i t rr1 &Pat l S"rfk.- S $ Built -Up Applications and Modified Bitumen Systems . Page -3 Job Address: 603 N.� 99 ST Contractor Process No. inches I _ inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: pr \Lkfn t num fD ©T C% r\ct (briefly describe, if applicable) Top Ply. (.) ( �S Bonding Material: N (a Ply Sheet(s): 91', /1 et„S Bonding Material: 1AIA.a, VA' Fastener: O' F (if base sheet met attached Base Sheet: c -\CA SI<)O►Se. Bonding Material: - 1",,g pe I . " (ifbers. sheet bonded) VnrA l Fastener: 1 R (if rap inr !anon layer mech. attached) Top Insulation Layer: 0 (i applicable ) Bonding Material: 1 P l top layer ed) Fastener: 1l1 ►1 (if inndation mech. attached) Insulation: /0. �_ —Vapor Retarder: 1 pc (if applicable ) �Primcr. ►a 1 w (if apph cable) DECK: Type: Gage or Thickness: Density. if concrete deck: {`r() S�G no.: 15 isr) roc. bock('A Bonding Material: Ii 1 r (V intulan on bonded ) l td ncoA. Built -Up Applications and Modified Bitumen Systems P a gc-4 Job Address: $O3 N. E. co T. Contractor � Lu e ∎ Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: rop Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components %vhich make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: AD1 , E cjo ST Contractor PERIMETER DETAIL 43: Gravel Stop or Drip Edge Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: 0 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: 203 a) , E qQ Sri Contractor PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. '?\ PERIMETER DETAIL n6: 'Other' Detail I3uilt -Up Applications and Modified Bitumen Systems Page -7 Process No. Job Address: M . T . c q ST Contractor Process No. Insert Building and Parapet Heights. (!f no Parapet exists, insert N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: / Al Hurricane Oceanline ?: _ Y V N Basic Wind Speed at Building Location: 110 mph Building Condition based on Cork' ` %of Openings: Co Dh, olt 1 GROUND LEVEL T feet 9 feet BUILDING INFORMATION 41 Built -Up Applications and Modified Bitumen Systems Page -s Job Address: $03 I1/43, C. q 9 ST- Contractor Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) BUILDING INFORMATION 112: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Pagc -9 Job Address: Contractor Process No. Reviewed Details ?: Notes: -- FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Desien Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Built -Up Applications and Modified Bitumen Systems Page-10 Y N Job Address:. Contractor Process No. Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications arid Modified Bitumen Systems Page-11 Y N Plan Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE IGO 1 A Date Job Address "- Tax Folio // A47,15 000/ Legal Description 1%t 8(1.0 /9 _ 45: $GC.. 8 Owner / Lessee / Tenant . 5 0 ?5,reJY%e y�l Master Permit ii ...We6 Owner's Address ..s. Phone Contracting Co. Ceeffie, Address Qualifier SS# - - Phone State #C4 00077/3 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING FENCE SIGN 4-4 WORK DESCRIPTION fist?" `/L /4 Gv/ / 04 ld AgeOWIC / d r Square Ft. ••3- Estimated Cost(value)kIR9• WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature o Contractor or Owner- Builder Date: 3 7/3 Sc/ My Commission Expires: My Commission Expires: Notary as to Contractor or Owner- Builder ** * * * * * * * * * * * * * * * ** FEES: PERMIi RADON C.C.F. •5 NOTARY TOTAL DUE Ji..6 APPROVED: Fire Zoning Buildin ., . 1 Electrical Mechanical Plumbing Engineering Other Manville Built -Up BUR Roofing Membrane Systems Specifications • Roof Finders Index Number of Plies Type of Felt Type of Substrate Type of Surfacing 3 G Fiber Glass N Nailable S Smooth 4 1 Insulation and /or G Gravel 5 Non - Nailable C Cap Sheet L Lightweight P Protected Insulating Fill CT Coal Tar Specs Deck Roof Surface Region* Type Slope Composition 07500 /MAN BuyLine 5318 Spec. Number Smooth All 1 Up to 6" 4 plies Manville Ply Felt 4GIS Smooth All I Up to 6" 3 plies Manville Ply Felt 3GIS Smooth All N Up to 6" GlasBase, 4 Manville Ply Felts 5GNS Smooth All N Up to 6" GlasBase, 3 Manville Ply Felts 4GNS Smooth 2 & 3 N Up to 6" GlasBase, 2 Manville Ply Felts 3GNS Gravel All I Up to 3" 4 plies Manville Ply Felt 4GIG Gravel All 1 Up to 3" 3 plies Manville Ply Felt 3GIG Gravel All N Up to 3" GlasBase, 4 Manville Ply Felts 5GNG Gravel All N Up to 3" GlasBase, 3 Manville Ply Felts 4GNG Gravel All N Up to 3" GlasBase, 2 Manville PIy Felts 3GNG Gravel All L Up to 3" Ventsulation, 4 Manville Ply Felts 5GLG Gravel All L Up to 3" Ventsulation, 3 Manville Ply Felts 4GLG Gravel All L Up to 3" Ventsulation, 2 Manville Ply Felts 3GLG Gravel All 1 Up to 3" GlasBase, 3 Manville Ply Felts 4GIG(Alt) Gravel All I Up to 3" GlasBase, 2 Manville Ply Felts 3GIG(Alt) Mineral All I 1 /4" to 6" 4 plies Manville Ply Felt & GlasKap 5GIC Mineral All 1 '/4" to 6" 3 plies Manville Ply Felt & GlasKap 4GIC Mineral 3 only 1 '/4" to 6" 2 plies Manville Ply Felt & GlasKap 3GIC Mineral All N 1 /4" to 6" GlasBase, 3 Manville Ply Felts & GlasKap 5GNC Mineral 2 & 3 N '/4" to 6" GlasBase, 2 Manville Ply Felts & GlasKap 4GNG Mineral 3 only N '/4" to 6" GlasBase, Manville Ply Felts & GlasKap 3GNC Protected All 1 Up to 2" 4 plies Manville Ply Felt 4GIP Protected All 1 Up to 2" 3 plies Manville Ply Felt 3GIP Protected All N Up to 2" GlasBase, 3 Manville Ply Felts 4GNP Protected All N Up to 2" GlasBase, 2 Manville Ply Felts 3GNP Gravel All 1 Up to 1 /4" 4 plies Manville Ply Felt 4GIG -CT Gravel All 1 Up to '/4" 3 plies Manville Ply Felt 3GIG -CT Gravel 2 & 3 N Up to 1 /4" GlasBase, 3 Manville Ply Felts 4GNG -CT Gravel All N Up to ' /4" GlasBase, 2 Manville Ply Felts 3GNG -CT Protected All 1 Up to l/4" 4 plies Manville Ply Felt 4GIP -CT Protected All 1 Up to '/4" 3 plies Manville Ply Felt 3GIP -CT Protected All N Up to '/4" GlasBase, 3 Manville Ply Felts 4GNP -CT Protected All N Up to '/4" GlasBase, 2 Manville Ply Felts 3GNP -CT The three specifications shown here for built -up roofing systems are examples selected from a more extensive compilation of Schuller published specifications. These examples, all of which form the basis for an effective roofing system, include a range that progresses from a basic roofing specification, to an upgraded specification, to a premium specification that represents the ultimate in roofing performance. This range of roofing specifications is differentiated by materials, overall cost and guarantee coverage. 11 Manville Manville Built -Up Roofing Systems General Information The following section covers the application specifications currently available from Manville Roofing Systems for built -up roofing membranes. All general information contained in this manual and in our current Industrial /Commercial Roofing Systems Manual should be consid- ered part of these specifications. Specifications are available for systems installed over insulation, nailable, non - nailable and lightweight fill substrates. Manville Roofing Systems offers systems that can be installed using both hot asphalt or coal tar. For hot applied built -up roofing system applications, Manville Roofing Systems asphalt is recommended. Manville Roofing Systems asphalts are thoroughly evaluated before they are app- roved for use in any Built -Up Roofing or Modified Bitumen Systems. We do not recommend the use of traditional asphalt cut -back products as adhesives, i.e., trapped behind the membrane, for any of the modified bitumen products. The use of these materials over the modified bitumen products, i.e., to strip in the edges of a base flashing, is acceptable. However. Schuller has developed two adhesives, MBR Flashing Cement and MBR Bonding Cement, that are compatible with all of the Manville Roofing Systems Modified Bitumen Products and they should be used whenever an adhesive application is necessary. Each specification in this section is eligible to receive a guarantee. Refer to our current Guarantee price sheets for coverage limitations and the current price, or contact the nearest Manville Roofing Systems District Office. Drainage of water off any roof membrane is necessary to prolong the service life of the system. Schuller therefore, has the following policy: Drainage: Design and installation of the deck and/or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be guaranteed. BUR Membrane Specifications Application of Membrane Substrate: The surface on which the built -up roofing membrane is to be applied should be one of Manville roof insulations (UltraGard, Fesco Foam, Fes -Core, Fesco and V2" Retro-Fit Board) or an approved structural substrate. The surface must be clean, smooth and dry. Built -Up Roofing Over Non - Nailable Decks: These specifications are for use over any type of structural deck which is not nailable and, which offers a suitable surface to receive the roof. Poured and precast concrete require surfacing with Manville Concrete Primer. These specifications are also for use over Manville roof insulations, UftraGard, Fesco Foam, Fes -Core, Fesco and l /2" Retro -Fit Board or other approved insulations which are not nailable and which offer a suitable surface to receive the roof. These specifications are not to be used over lightweight insulating concrete decks or over fill made of lightweight insulating concrete. Smooth and Gravel -Surfaced Systems Four -Ply Roof Membranes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 9" wide sheet, then over that ,one 18" wide sheet, then over that, one 27" wide sheet, then over all three, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 27 so that at least 4 plies of felt cover the substrate at all locations. Three -Ply Roof Membranes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 24 so that at least 3 plies of felt cover the substrate at all locations. Install each felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at the nominal uniform rate of 23 lbs. per square over the entire surface. Finish the entire surface with a uniform coating of the selected surfacing or flood the surface with the appropriate asphalt, at an approximate rate of 60 lbs. per square and while it is still hot, embed therein an acceptable gravel at the rate of approximately 400 -500 lbs. per square or an acceptable slag at a rate of 300 -400 lbs. per square. Mineral - Surfaced Cap Sheet Systems, Four -Ply Roof Mem- branes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 24 so that at least 3 plies of felt cover the substrate at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Three-Ply Roof Membranes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the substrate at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. 4 Manville Built -Up • Roofing Systems Prior to application, cut the cap sheet into manageable lengths (12' - 18') and allow to flatten. When nailers are required, cut the cap sheet into lengths which conform to the nailer spacing. Using Manville GlasKap and starting at the low edge of the roof, apply the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Position the cap sheet upside -down over the preceding coarse. Apply a full width mopping of asphalt to the substrate (30 - 40 lbs. per square) and flop the cap sheet into it. The temperature of the asphalt when applied must be such that, when the cap sheet is set into it, its temperature is approximately 20 °F above the EVT. This will assure proper fluxing of the back coating on the cap sheet and result in maximum bonding. The cap sheet must be firmly and uni- formly set into the hot asphalt with all edges well sealed. Built -Up Roofing Over Nailable Decks: These specifications are for use over any type of structural deck (without insulation) which can receive and adequately retain nails or other types of mechanical fasteners recommended by the deck manufacturer. Examples of such decks are wood and plywood. Select specifications are eligible for use over lightweight insulating concrete decks or over fill made of lightweight insulating concrete. Contact the Manville Roofing Systems District Technical Services Specialist for approval of the lightweight fill to be used. Over wood decks one ply of sheathing paper must be used under the base felt next to the deck. The specifications in this section require the use of a nailable base felt. Use nails or fasteners appropriate to the type of deck. Smooth and Gravel- Surfaced Systems, Four -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with an 18" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and, down the longitudinal BUR Membrane Specifications 07500 /MAN BuyLine 5318 center of each felt, place two rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 24 so that at least 3 plies of felt cover the base felt at all locations. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps at 9" centers and down the longitudinal center of each felt, place 2 rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Finish the entire surface with a uniform coating of the selected surfacing or flood the surface with the appropriate asphalt, at an approximate rate of 60 lbs. per square, and while it is still hot embed therein an acceptable gravel at the rate of approximately 400 lbs. per square or an acceptable slag at a rate of 300 lbs. per square. Mineral - Surfaced Cap Sheet Systems Four -Ply Roof Membranes: Using Manville GlasBase or Ventsula- tion and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c., and down the longi- tudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 24" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and down the longitudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then a full 36" wide sheet, overlapping the preceding felt by 2 ". All following felts are to be applied full width overlapping the 1 Manville preceding sheet by 2 ". Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Prior to application, cut the cap sheet into manageable lengths (12'- 18') and allow to flatten. When nailers are required, cut the cap sheet into lengths which conform to the nailer spacing. Starting at the low edge of the roof area, apply one layer of the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Apply the cap sheet in a full width mopping of hot asphalt (approximately 20 "F above the EVT to maximize bonding of the cap sheet to the ply sheets) at the approximate rate of 23 lbs./ sq. to ply sheet(s). also applying asphalt to the side lap area on the backside of the cap sheet. Then flop the cap sheet into the hot asphalt. At ambient temperatures below 70 °F, see the cold application section of our Industrial /Commercial Roofing Systems Manual. The cap sheet must be firmly and uniformly set into the hot asphalt with all edges well sealed. The temperature of the asphalt when applied must be such that, when the cap sheet is set into it, its temperature is approximately 20 °F above the EVT. This will assure proper fluxing of the back coating on the cap sheet and result in maximum bonding. The cap sheet must be firmly and uniformly set into the hot asphalt with all edges well sealed. BUR Nailer Requirements Roof insulation can be applied on inclines up to 6" per foot, but it must be acknowledged that nailer usage violates the vapor retarder due to fastener penetrations, as does perimeter nailing of insulation for uplift resistance. Spacing of Nailers: On decks where the incline is such that nailing of roofing felts is required (2" and over for smooth surfaced roofs and 1" and over for gravel and mineral cap sheet surfaced roofs), wood nailing strips (4" minimum nominal, 31/2" minimum actual width) should be provided at the ridge and at the following approxi- mate intermediate points: 14 Incline Smooth 0 " -1" 1 " -2" 2" - 3" 3" - 4" 4 " -6" Not required Not required 20' face to face 10' face to face 4' face to face Gravel Not required 20' face to face 10' face to face Not recommended Not recommended Cap Sheet Not required 20' face to face 10' face to face 4' face to face 4' face to face Nailing strips the same thickness as the insulation, and at least 31/2" wide, should be attached to the deck and run at right angles to the incline to receive the insulation and retain nails securing the felts. Felt Application: Felts are to be run parallel to the incline (right angles to the nailers). Nails must have a 1" minimum diameter cap. Where capped nails are not used, fasteners must be placed through caps having a minimum diameter of 1". Fastener Spacing: For 3, 4 and 5 -ply roofs, locate a nail at each nailer, spaced 3 /4" from the leading edge of the felt. For cap sheet application, locate one nail at each nailer, spaced approximately 3 /4" from the leading edge of each ply felt. Termination of a continuous cap sheet MUST occur at a nailer. At points of termination, locate 5 nails at each nailer. The first nail is to be spaced 3 /4" from the leading edge of the cap sheet, with the remaining 4 nails spaced approximately 8 o.c., with the nails staggered across the width of the nailer to reduce the chance of the cap sheet tearing along the nail line. It is recommended that each succeeding row of fasteners be staggered from the preceding row. For example, nail one row of fasteners on the lower half of the nailer board, while nailing the succeeding felt, with nails on the upper half to avoid tearing the felts. The following figures show the location and direction of the insula- tion boards, nailers, and felts. Also shown is a table outlining the recommended nailer spacing and asphalt usage on smooth and gravel surfaced roofs. J.. Manville Nailing Pattern and Nailer Spacing Shown with 3 -Ply System. Nailing Pattem and Nailer Spacing shown with Cap Sheet Roofs. 1 .-12" - 24" _► 11'/3' 0" - '/2 ' /2 " - 1 1 " -2" 2" - 3" 3" - 6" 1 1 36" 3 Asphalt Nail Asphalt Nail Asphalt '4- V." Insulation - _ 3/ " Incline Nailer Spacing (D) Not required Not required 20' face to face 10' face to face 4' face to face Naiters 3'/i' Min. Min. 3' /v" Nailer Naiters Nailer Spacing and Type of Asphalt/Cap Sheet Roofs Nailing Pattern and Nailer Spacing Shown with 4-Ply System. rainage N rn co m 0 Type of Asphalt Type II' Type 111 Type III Type III Type IV • Consult with Manville Roofing Systems District Technical Services Specialist regarding projects in hot climates as Type II asphalt may not be permitted in some areas. Mineral Surlaced Cap Sheet 6' Nailer Spacing and Type of Asphalt/Smooth Surfaced Roofs Incline 0" - - t /2 " '/2" - 1" 1 " -2" 3 " -4" 4" - 6" Incline 0" '/2" '72" 1' 1" 2" 2 " -3" 2' Lap Nailer Spacing (D)* Not required Not required Not required 20' face to face 10' face to face 4' face to face Not required of require• 20' face to face 10' face to face Felts 07500 /MAN BuyLine 5318 Nail Type II' Type II' Type III Type 111 Type IV Type IV Nailer Spacing and Type of Asphalt/Gravel- Surfaced Roofs Nailer Spacing (D)'• Type of Asphalt Type II' ype I Type 111 Type III Allow sufficient clearance between nailers for insulation units. insulation Min. 3'n' Nailer Type of Asphalt 15 Manville IP Using GlasPly Premier or GlasPly IV, start with a piece 12" wide, then over that, one 24" wide, then over both, a full width piece. The following felts are to be applied full width, overlapping the preceding felts by 24 so that at least 3 plies of felt cover the substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot asphalt (within 25 °F of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square over the entire surface. When installed over insulations, more or less than 23 lbs. per square of roofing bitumen may be needed due to the absorbency of the insulation. Asphalt should meet the requirements established in ASTM D 312. Never heat the asphalt above the Flash Point (FP). Heating above the Finished Blowing Temperature (FBT) should be strictly regulated and never allowed for more than 4 hours, to preclude asphalt degradation. If the Equiviscous Temperature (EVT) is not available, heating guidelines are as follows: Asphalt Type 170 °F, Type II, Flat 450 °F 190 °F, Type III, Steep 500 °F 220 °F, Type IV, Special Steep 500 °F Heating Application 325 - 400 °F 350 - 475 °F 375 - 475 °F Nailing Requirements: On decks with a slope over 2" per foot, the roofing felts must be installed parallel to the incline and must be nailed. Nailing strips should be attached to the deck, run perpendicular to the incline, be capable of retaining the nails securing the roofing felts, have the same thickness as the insulation, and be at least 3 wide. Wood nailing strips should be provided at the ridge and at the following approximate intermediate points: Specification 3GIS Incline Nailer Spacing (D) Type of Asphalt 0 " -1" 1 " -2" 2 " -3" 3 " -4" 4" - 6" Consult with Manville Roofing Systems District Technical Services Specialist regarding projects in hot climates as Type II asphalt may not be permitted in some areas. Locate a nail at each nailer, spaced 3 /4" from the leading edge of the felt. Nails must have a 1" minimum diameter cap. Where capped nails are not used, fasteners must be driven through caps having a minimum diameter of 1 ". .4-12 - �— 24" " s—► Not required Not required 20' face to face 10' face to face 4' face to face 1 1 1 36" Nail Asphalt Asphalt 07500 /MAN BuyLine 5318 Type II' Type III Type III Type IV Type IV Nailers 3'/i' Min. Nailers Surfacing Finish the entire membrane surface with a uniform coating of the selected surfacing. 17 *,444/ goos03ys c e 301/ Application is hereby mode for the approval of the detailed statement ur the plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of tstiaml 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 b 2 i6 .. fe.F /.N Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.. 3 .c• ,p St a work to be done and purpose f building (by floors and for no other purpose. Ncw Building Remodeling Addition Repairs i2arl ». » No. of Stori s To be constructed of s.,77 of � � Kind of foundatioq Roof CoveringeGi� Estimated Total cost of improvements S• f Amount of Permit S. 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 ub it ll th p fns and specifications for said bui ding. All ces wjth reference to t e building and its construction may r t; ad �� r be sent t . �� . ... ... �p The undersigned applicant fo this building per:nit does hereby certify that he understands and accepts his obligations as an of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Penn:ment 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 ctors, n 4 k to be performed under this pennit, as are licensed by Miami Shores Village. % Remarks (Signed) 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 and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated are true.. Perrnit No.. Disapproved !s : (Signed) APPLICATION FOR BUILDING PERMIT Chairman Member _ Member .. .. Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection fee of 51.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT .6 o) °" �_........._ ... ».... ,�!Z . . Street.? c > 9 t Date Read, Sworn to and Subscribed before me. .. Date Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE to me well known, Mcmbcr Member Member _..__.... Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty fe447 ;,,,t #. /769, MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure, herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores 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. t 0 ._�_... _ . ,1974 Axed peared Disapproved Date.. (Signed) No. . 1c�'" _.. Street.-19? 7,, (1 Owners Name and Address Registered Architect and /or Engineer _ Name and address of licensed contractor -ar?lf'i �� " .. / - f Location and 1eg�l description of lot to be built on: Lot .. ... . Block /4 7 Subdivis..l.��e^"_!. ... Q_ '- Street and Number where work is to be done ..e'! r _ __ . _ __. _......._ State wor to be done and purpose o building (by floors)._ /? .'` !_ ..a_ „IAA) T/ " % `A P .. ...... z 1111_1, _a and for no other purpose. New Building -- Remodeling Addition ....._.. Repairs No. of Sto es tt To be constructed of Kind of foundatig Roof Covering Estimated Total cost of improvements $ tNr t Amount of Permit $. Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc 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) 1&J t. .e.s STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.__...._ Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires to me well known, 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 hecn 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. feiym`ivt 17(tY MIAMI SHORES VILLAGE I BUILDING INSPECTION DEPARTMENT. c77- 25 J Application is hereby uinde 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 it budding during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor ..• .. ..../��� •• Location Ind is 1 description of lot to be built on: Lot A 43 Block... / 7 Subdivisi n. ��iZ� Street and Number where" work is to be done to -4 3 ..7 State w•obk to be done and urpose f building (by floors).. STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No .._ Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Building nspc 2 _(r ^ £_ No. .e.. j._. Street—SP Sill f Read, Sin to and Subscribed before me. Notary Pu1Tlic, State of Florida ommission Expires and for no oth purpose. New Building Remodeling Addition 4.. Repairs No. of St•ries To be constructed of Kind of foundatjc)�. Roof Covering Estimated Total cost of improvements $ (7-4 9 Amount of Permit $. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen 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 under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Cet4,44.4434. 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 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. PLANNING BO ' D _.._. .....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 hecn 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 p MIAMI SHORES VILLAGE, FLORIDA Dat PLUMBING ELECTRICAL ❑ PERMIT N 8857 ROOFING Owner of Architect s Contractor Work to be performed ,g u � nder this Permit ...,e /..-4>".- 7 .,e. '`>".y `- Z� ` £e: --. `'- ..a``r,ea 6,-iri 6 . ;j or Builder Legal Description Address of ( e23 lie Building 1 Bi CONTRACTOR or BUILDER BY Contractor's License No. Subdi- vision Sq Ft Value of 11 Amount of te r. Project $ a 11 Permit $ i0 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 applica- tion 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 respon- sibility for work done by his agents, servants or employees. G Si ned • Z �*a � ; g { (INSPECTOR) BY In consideration of the issuance to me of this perm' . agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, rawings, 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. AUTHORITY 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 Ei gineer BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Name and address of licensed contractor Location and legal description of lot to be built on: t Lot_ 4 9 _(.4). Z / � Block / 4 I Subdivision_ - Street and Number where work is to be done e 0 1 1 % � , 9 State work to be dgne and purpose of building (by floors )___ _ iti i%�r.W New Building Remodeling To be constructed of Kind of foundation Roof Covering _7____� ' _ Distance to next nearest building Size of Building Lot Estimated Total cost of improvements $ "..1 Amount of Permit $ ,5 ': . Zone cubage required _Plan Cubage Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him m 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 ) __ 4/ o C STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — – – to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No s 0 S7 Date CP – •/ — 7 Read, Sworn to and Subscribed before me. Disapproved Date (Signed) �/_ Buil g Inspector PLANNING BOARD Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE Date No fO3- Street_ and for no other purpose. Addition // _ Repairs No. of Sto ies Notary Public, State of Florida _.DATE 02 0 ----- Q 19. 7 My Commission Expires Member Member Member Disapproved making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Date