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ROOFINGType Insp'n Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 uilding Inspection Request Dat4, Time Correction Re- Insp'n Fee � > J Permit No. '( -A 6d a' ! 3\ Nam/ 1 -1 \ ` tO )j Company ' :FEZ) s-&) Phone # S � _ -4 f " \ For Inspector: / / �,7 / Wgaine & D pprove ❑ 00` P MIAMI•SRORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B uilding Inspection Request Date 9 Time Type Insp'n �. /3p 00 -135 Name '/ i"" Address 2 4/7 ,4/g 1.0/ f Permit No. Company Phone # 3ar 7S 6 1Z For Inspector: ?../V,‘)2 Name Date Approved Correction Re- Insp'n Fee Date Leal Description M /\ • I Historically Designated: Yes No V f� Lessee/Tenet '" 1 e . �VhN hi A y NJ Master Permit # bP ...1)1002-4 l V Owner's Address 1 .)41 IJ E 101 AO Contracting Co. � Address Qualifier ��Y11i4 .) ��QQ C/I�fil(Qt� SS# -. Phone 305- 757-.2(r)/ Z State # C0143D 4 Municipal # Competency # COM0154 Ins. Co. ON r/ 0 IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Job Address P4 7 NE /01 (.4.4 Tax Folio 592 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 ANY 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with ali applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signa of owner and/or Condo ent -1( Notary as to Owner a�d/o r CoAdo.President M Coln,nissiorrEkp'i �� ) " 1)1) 014372 ; > !•n_i� 2, 7003 Do hi. 1 Thr . ;i: Co., Int. FEES: PERMI1 RADON APPROVED: Zoning Mechanical Plumbing ihiv 091- - 1-1) otizteAfx-J' \N` Date Estimated Cost (value) Phone 9301 AE 642fw A 5 41766 0 ure of Contractor or Owner Builder Date 46,i/itdo Date Notary as to Contractor o f Owner i,t ler My Co (+ stir r rgt ss �n e Ex prr' s = ` n C ontmis9inn # DD c 02 1 " Aires April 2, 005 - Th nn d'� Inc. C.C.F o o NOTARY BOND Date o TOTAL DUES 6 3 Building / .3/‘ Electrical Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST II% PERMIT NO. TAX FOLIO NO. 'STATE OF FLORIDA: COUNTY OF DADE: 1. Legal description of property and street address: 447 11 2. Description of improvement: • 3. Owner(s) name and address: MA. /L Lio 4. Contractor's name and address: BOCK, 6. Lender's name and address: 'il.t .4 : C.t De , FL 1,52; cad „lewd 02R485548 2002 AUG 05 1. 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. loiczt 24- Ulu:A fall* — (1) nta..440:■51 • Interest in property: Name and address of fee simple titleholder: ) iettm atm . i de A-tot A?se',w,e, Afirrf• PG 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ �) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: / 1 1 8. In addition to-himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address; 9. Expiration date of this Notice of Commenc fnent: (the expiration date is 1 year from the date of recording unless a different date is specified) RECORDED IN OFFICIAL RecazisSOCki Q` DADE COUNry, FLORIDA RECORD VERIFIED HARVEY RUVIN CLERK CI /TC! Prepared by nt O Mg. JohN WA11i4 Sworn to and subscribed before me this day of e of Owner ner's Name Notary Public Print Notary's Name My Commission Expires :c_F Av D • '$t It Ma ,S `AY • PU9r��i r ' • Commission it DD 01472 < - F, xptres two it -N, i � o'' Inc. ,. ii�'• `Slan;i� fie .dine l'.u., ,20D Address: Igl206i 0106 71 bt LI_. u 330 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. I 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring un (i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be d from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. . Ponding Water: The current roof system and/or deck of the building may not drain well and may ca water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural dis ess and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ove'aded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. _ 7 Ventilation: Most roof structures should have some ability to vent natural airflow through the inter o of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. s /Agent's Signatu CA DOCUME- IkmpLLOCALS— WrerNASECiIOV ISZJ.dx 7 / Date ► tractor's Signature F!orida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information Master Permit No. Process No. Contractor's Name Job Address I a14, (O [ J ❑ New Roof ROOF CATEGORY bLl Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesiv ❑ Asphaltic ❑ Metal Panel /Shin es a Set Tile Panel/Shingles Shingles g' 0 Shingles /Shake ❑ Prescriptive BUR -RAS 150 ROOF TYPE ljRe- Roofing ❑ Recovering ❑ Repair • P ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof - Area (SF) Total (SF) 9a _ 59 Section B aoof Elan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and Levels, clearly identify dimensions of elevated pressure zones and location of ara ets. - J I - - I - - - P I ..J I I ...I . • I i_...1_.._! 11 ..1_. i. . i LA- • i I _ ._ .._. • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section 0 (Low S!o Fill in Specific Roof Assembly Cornponents and Identify Manufacturer (if a component is not used, identify as "NA ") System Manufacturer. 614 NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -52. Prnax2: 7. 3 Pmax3: i7. 3 Max. Design Pressure, From the •Spec`c NOA System: — 52 .5 Deck: Type: ' oa -o0o0. 10 Slope : Loocz,t_ pla 51Li 7 rbA — Gauge/Thickness: Anchor /Base Sheet & No. of Piy(s): Anchor /Base Sheet Fastener /Bonding Material Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Ma:er:at: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bondinc Material: Base Sheet(s) & No. of Ply(s)GAF M 75 bi Sket Base gheet Fastener /Bonding Material: Ply Sheet(s) .& No. of Ply(s): a u (D Ply Sheet Fastener /Bondin Materia Top Ply: ( f tu f4 2 ' R 1/11/4-0 tGl (111. Top Ply Fastener / Bonding Mate - iai• Surfacing: a 5 y. (44 = 34 . 5 Pert = `f 00U, 11°5 z8 — 649 1 ped Roof System) Fastener Spacing for Anchor /Base Sheet Attachment Feld: " oc @ Lap, # Rows __ @ ° oc Perimeter: 7_2 oc @ Lap, # Rows 7 Corner: _" kLap, # Rows j @ G ' oc Number of Fasteners Per Insulation Board Field Perimeter _ Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fas.ener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. - - / // 2 -Gaf / /Y!�� 1 40 1Yklf41 , N u.CF ^:17/41 -14/ 1 Parapet NON 9 /3/ 4/ le 5 d 3 7 Mean Roof Height ,MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA consists of pages 1 through 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. 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 underthe applicable rules and regulations governing the use of coristruction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. - This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 Membrane Type: Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: 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; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: 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 PIy 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) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General 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) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. BS Cold Applied NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 27 of 33 • Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCIadTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, ' RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UItraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 28 of 33 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached incompliance 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 li to 3.-maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf, 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 Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 33 TGFU.R1306 - Roofing Systems Page Bottom Guide Information GAF MATERIALS CORP ' 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Notice of Disclaimer Roofing Systems "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Page 1 of 35 R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type •2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens - Deck ®.may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. .Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. ... /showpage.html? name= TGFU.R1306 &ccnshorttitle= Roofing +Systems &objidr 1074351933 &cfgi6 /7/01 TGFU.R1306 - Roofing Systems Page 2 of 35 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks" ) may be substituted for GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened.. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or.0 systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C- 15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and " GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. " GAFglas Flex Ply 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. ... /showpage.html? name= TGFU.R1306 &ccnshorttitle= Roofing +Systems &objid= 1074351933 &cfg 6/7/01 TGFU.R1306 - Roofing Systems Page 7 of 35 1. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq or "Weather Coat Emulsion" at 3 gal/sq. 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 of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ".. Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gaVsq. 3. Deck: C -15/32 Incline: Unlimited 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 G1 "GAFGLAS Ply 4 ".or "GAFGLAS PI'q 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: " Weathercote Low VOC" or "Weathercote" - 2 gal/sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. ... /showpage.html? name= TGFU.R1306 &ccnshorttitle= Roofing +Systems &objid = 10743 51933 &cfg 6/7/01 TGFU.R1306 - Roofing Systems Page 9 of 35 5. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 10001b /sq or concrete roof pavers. 7. Deck: C -15/32 Incline: 1/2 Slip Sheet: One or more layers Atlas Roofing "FR50 ", mechanically fastened. Membrane: "EverGuard TPO Plus" , 45 mil. Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. 8. Deck: C -15/32 Incline: 1/2 Base Sheet: Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically fastened. Membrane: " EverGuard TPO Plus ", 45 mil. Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC 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. Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 - 1/2 - 3 gal/sq. 3. Deck: NC Incline: 1/4 ... /showpage.html? name= TGFU.R &ccnshorttitle= Roofing +Systems &objid = 1074351933 &cfg 6/7/01 TGFU.R1306 - Roofing Systems Page 12 of 35 ' * Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type GI " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gaUsq or GAF Weather Coat Emulsion at 3 gaUsq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass - fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of " GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). ... /showpage.html? name= TGFU.R &ccnshorttitle= Roofing +Systems &objid = 1074351933 &cfg 6/7/01 1 8 Seeu ri t y enhanced dor u ment. See bark far detail THIS CHECK IS DELNERED FOR PAYMENT ON THE FOLLOWING ACCOUNTS DA TOTAL LESS % DISCOUNT LESS FREIGHT LESS TOTAL DEDUCTIONS AMOUNT OF CHECK AMOUNT OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 N.E. 6TH AVE., STE. A -101 305 -757 -2612 MIAMI SHORES, FL 33138 PAY DATE - -- 02- TO THE G ORDER OF 0 EAGLE NATIONAL BANK • Aventure Branch 2999 NE 1916t Street Aventura, Florida 33180 0 ':0 6 600 6 3 4 9 ':II' 3:L 68 6 X0 16 L 7011!. d 21380 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2002 -1349 Printed: 8/7/2002 Applicant: JOHN WAYNE Owner: WAYNE JOHN JOB ADDRESS: 1247 NE 101 ST Contractor OBENOUR ROOFING Contractor's Address: 9301 NE 6 AVE SUITE A -101 Local Phone: 305 - 757 -2612 Parcel # 1132050250050 Legal Description: Signed: Signed Fees: FEE2002 -4408 FEE2002 -4409 FEE2002 -4410 Description Building Permit Application Fee CCF Builder's Bond Total Fees: Permit atus: Permit Expiration: 2/1 /2003 REROOF REAR FLAT BUILT UP MODIFIED Building Permit Amount $60.00 $3.00 $300.00 $363.00 PB 42 -25 BAY BREEZE SEC MIAMI SHORES LOT 6 BLK 185 Construction Value: $4,760.00 Page 1 of 1 Total Fees: $363.00 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the.contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (INSPECTOR) BY: (Contractor or Builder) BY: Date Legal Description / Lessee / Tenant C%� / /?/ � W1 �' 3 # Master Permit # 34 �� r Owner's Address ,'�‹/ �. . 7 4%4/tt 50 � � Phone f lit. Address / 5 w_ Contracting �,`� �/ Phone T71—J 97 State 4Np�lp DMunicipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Si Da ** * APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE q`f Job Address V17 M /0/ - 577 Tax Folio 30103 oa,S cio 5a of owner and /or CoPresident o; DLL * Zoning Buildin Mechanical Plumbing Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN /? `! WORK DESCRIPTION / !S �!J /� e / Square Ft. 3712 Estimated Cost(value) D EG, 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 t at all work will be done in compliance with all applicable laws regulating const ion and zon g. Furthermore, I authorize the above -named contractor to do the work stated j Notary to Owl and /or Condo President Notary= My Comm ssion Expires; . ...T - " My Co * nature of Co Date: op Or * RADON C.C.F. NOTARY b releaftlESSoffErp l l ffrigfluilder c ) ExpdarffeiSsion ICC 327872 * uilder TOTAL DUE 4( ** Fire _ Other Electrical Engineering A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1) 3 A vS^ o aa^ o o go STATE OF FLORIDA: 94-R276597 1994 JUN 07 10:44 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 iss provided �/ in this Notice of Commencement 1. Legal description of property and street address: /p 7 l , • /a/ � / '!./4 / (741 2. Description of improvement: ./65-4 P (240 7721 3. Owner(s) name and address: C/ 2/V4 ./4`T //t / � � /( , . ,/C 57, 4 /d7/ v •� , Interest in property: �l//4. Name and address of fee simple titleholder: 4. Contractor's name address: l . P/ F, , z. 302 5. Surety:(Payment bond required by owner from contractor, if an r Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner nt ners Name Notary Public Print Notary's Name Gal: L�� C-�ail�a c+� a and t �� CLC� D served as provided �J Ly NOTICE OF COMMENCEMENT Al EP/ >ak whgfri„ - ices r other Sworn to and subscribed before me this .75 °21 day of A/C , 19 i `1 . My Commission Expires: STATE OF FLORIDA, COUMTY OF DADE !nvtT 4'' nil Bs c 07:30140117 o? 0:0 HE= � ' �>av PPJ ri'7 S :.v Prepa by: Addless: ill:- Or 7.P / /)/411/7 / .:6 z7.' ;. c 123.01 -52 2/93 Deck. Type 2: 'Mood. non-insulated, Mortar Set Deck Description: yew construction, 19/32" or greater plywood or wood plank, Slope Range: 4 to T':12" System B. Underlayment: .ny approved No. 30 or No. 43 organic anchor sheet, 1-lead laps shall be minimum 2", tae laps shall be minimum 6", Fastening: •jails arid tin caps, two (2) rows staggered 12" grid, 6" o.e, at the laps. Membrane: mineral surfaced, self-adhered single•ply underlayment approved by the Chief Product "ontrol Compliance Officer, installed in strict compliance with the Product Control = •pptoval. Vertical Battens one Horizontal Battens: ., one Mortar /Adhesive Application: Approved mortar shall be used. All tile shall be set in a mortar patty as set forth ir1 the ., •fodel Mortar - Set Tile Specification. ,hall be Type "M ", mixed in the ratio set forth in the 'Products by Others'. Any adhesive .application shall be applied as set forth in the adhesive Product Control Approval. All tile . ;rld accessories shall be installed in compliance with system #3, of the Dade County Model le Specification. Roofing Tile: .tstall one of the following pm Altus., p L]_ , The tile system be installed in compliance svi the Metro Dade County. Model Mortar/Adhesive-Set :•11c Specification (Appendix 'X' of the South Florida Building Code), utilizing the Froponents listed the 'Products Listings' set forth in this Product Control Approval. — - as detailed in thc test reports, are consistent with the application methods s in the execution section of said model sp•ecification. Maximum Design -r Limitation No. 6, Velocity Pressure: Comments: F• r re•roof applications, 1 5/32" plywood is an acceptable substrate. On slopes 4 ":12" to 12" tile shall have the first three courses of tile nailed with not less than one nail per '.lie As an alternate, the first thxee courses shall be applied in mortar over a single layer of •mnimarn 12 ga wire mesh with square openings of not less than 3/8" which is :ii ;Z1artically attached to the deck with not less than one roofing ail 3 pr�ches from 6":12" to 7 ":12" every $ per every 2R For ry thud tile of every filth course, beginning with the yt:;hth course, shall be nailed. On Slopes >7 ";12" pe all provisions of System 41 , of the Dade . ' Model 'Horizontal Batten' Nail-on Tile Specification shall apply. Gil Diamond, P t..:• 1' 0 ....: F. 1 a Product Control No: 94- 0106,18 Sep 23 02 11:40p r TO: ek-A-re.24.& E DATE: J £ ), Z, ?a A- FAX: (ID r s T FROM: FAX: FAX COVER SHEET 95 3 -2897 HOB 05) (305) 953-2827 THERE ARE _ PAGES, INCLUDING THIS COVER PAGE. BUILDING, OCCUPATIONAL LICENSE AND CODE ENFORCEMENT 12950 LEJEUNE ROAD (NW 42nd AVENUE) 0PA- LOCRA, FL 33054 BUSINESS HOURS: Monday - Thursday 8:00 AM to 5:00 PM Friday 8:00 AM to 1:00 PM TELEPHONE: 305 -953 -2827 FACSIMILE- 305 -953 -2897 �v f nPA-L8c.KA TELEPHONE: (3QS") 795 2 Z 07 COMMENTS : ts 5 T P � tit Sep 23 02 11:40p 2'- 6' • In THE JOHN WAYNE RESIDENCE 1247 NE 101 STREET MIAMI SHORES, FLORIDA 33138 PARTIAL ROOF PLAN OF THE FLORIDA ROOM James Rodgers, Florida Registered Professional Engineer No. 7405 5'- 3' PORCH OVERHANG ROOF JOISTS EXISTING ROOF JOISTS AT 12' C/C SPACINGS N cU 6'- 0' 19'- 10' • 8'- 7' FLORIDA ROOM S ❑LID BRIDGING AT TWO LOCATI ❑NS • • N GLASS SLIDING DOORS BELOW POOL DECK EXTERIOR WALL p. 2 2'- 6' ROOF OVERHANG 2 '00 1z 1 c 3 LL i' - O 1._ f,' 6`i s 1 ov, 2 PERMMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address/ 'c7% _-- • /4 J7 Tax Folio 11 320 ‘,21 9 Lot f 6Y /0" PAvegeezc, / 2c. ms, / Lessee / Tenant cy ' Master Permit # &0 Owner's Address �� • Z � �� ce —� Phone 7 D �ij� /• � G i''!N� Address 2 c51 F Aw =4re SS # Phone 5e Legal Description Contracting Qualifier State I!'40na,SMunicipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one). BU ELECTRICAL PLUMBING MECHANICAL ROOFI PAVING FENCE SIGN WORK DESCRIPTION ^ if`r� / CT ZV' -T- t)fa 0 e/-‘0,AN' Ae7 AW 0 Square Ft. Estimated Cost(value) /603 - 2 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 cons tion and z• in Furthermore, I a •rize the above -named contractor to do the work stated ►_, Notary My Commi ** * APPROVED: * - * do President -1 1V4 Y lion H pic�igl � Fsi dent ,,�► x SSion IICC 327$12 . �ilh`� p1 gnature o Date: Notary My Coma FEES: PERMIT .Si OD RADON C.C.F. / NOTARY r- Builder (fl - ilder p u :. - t fission IC 327872 Fire Other Zoning Building Electrical Mechanical Plumbing Engineering t r METRO -DADE 1 ,, a �� . r GAF Building Materials Corporation (MB) 1361 Alps R' ad Wayne, NJ 07470 Your application for Product Approval of GAF Ruberoid Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building 'Materials Corporation, Factory Mutual Research Corporation, Underwriters Laboratories, South Florida Test Sevice, and Construction Research Laboratories has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted affecting di' . o : o ent o_ roof system. ACCEPTANCE No: 93- 1130.04 EXPIRES: DEC 1 3 1996 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committec to be used in Dade County, Florida under the conditions set forth above. APPROVED: .DEC 1 3 1993 PRODUCT CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603. METRO -DADE FLAGLER BUILDING' 140 WEST FLAGLER STREET ' '-• '. MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1 Diamond, P.E. roduct Control Division Supervisor Charles Danger CJ Building Code Compliance Department Metropolitan Dade County S 7o01a Manufacturer: Contact: Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Plus Ruberoid® Torch FR METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 Product Control No.: 93- 1130.04 System: Membrane Roofing System Subsystem: BUR Type: Modified Bitumen Roofing System Type: APP, SBS William J. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93- 1130.04 ApprOVed: DEC 1 3 1993 Expires: DEC 13 1995 • Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Roll weight: 93 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid Torch FR is • surfaced with mineral granules and applied by torch. Roll weight: 90 lbs.; Roll Size: 75 ft. • r ■ ti r Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Smooth Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Ruberoid® 20 (FR) Acceptance Number: 93- 1130.04 Approved: ,DEC j 3 1993 Expires: . C 1 3 1996 Dimensions: 39.4" x 22.8'. Ruberoid® Torch Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Roll weight: 87 lbs.; Roll size: 100 ft. Dimensions: 39.4" x 30.5'. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied iii hot asphalt. Roll weight: 98 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid® Mop FR is a fire retarding modified.bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Roll weight: 110 lbs.; Roll Size: 75 ft.2; Dimensions: 39.4" x 22.8'. Ruberoid® 20 (FR) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. • uberoi ® Mop Smooth is a m• bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt. 11 weight: 88 lbs.; Roll size: 100 ft. ns: 3 4" x 30 ' wit /�. i • Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D-41 primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer may mechanically attached or bonded in a full mopping of ASTM D -312, type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D -41 primer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Basesheet Option #1: One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas 1.............00, Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically attached to the wood deck with approved nails and.tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or o�.. insulation substrate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. (See Comments and Limitations #6 and #7) Option #2: One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons maintaining 50% adhesion, using type III or type IV hot asphalt at a Surfacing Ruberoid Mop Ruberoid Mop Plus Ruberoid Mop FR Ruberoid 30 Ruberoid 30 FR Acceptance Number: 93- 1130.04 Approved: . DEC 1 3 1993 Expires: DEC 1 3 1995 rate of 251bs. per square ±20% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a full mopping of type III or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. (See Comments and Limitations #8 and #9) Plysheet (Optional) Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, Ruberoid 20 (FR), or Ruberoid Mop in ASTM D -312 type III or IV at a rate of 25 pounds per square ± 20 %. Membrane Mop one of the following membranes in a solid mopping of ASTM D -312, type III or IV asphalt at a rate of 25 pounds per square ± 20 %: The base sheet and the cap sheet shall'maintain a minimum stagger of 12 inches for all laps. (See GAF application instructions) Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM D -312 type III or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: roof coating rate GAF WEATHER COAT Emulsion 3 gals. /sq. GAF Grundy Fibered Aluminum Coating 11/4 gals. /sq. Karnak No. 97 11/4-3 gals. /sq. Gil Diamond, P. t GAF Building Materials Corporation (MB) 1361 Alps Rbad Wayne, NJ 07470 ACCEPTANCE No: 93- 1130.04 EXPIRES: DEC 1 3 1996 APPROVED: .DEC 1 3 1993 PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Ruberoid Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building * Materials Corporation, Factory Mutual Research Corporation, Underwriters Laboratories, South Florida Test Sevice, and Construction Research Laboratories has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted affecting th' . o .o ent o roof system. * *PLEASE NOTE ** 1 Diamond, P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger Building Code Compliance Department Metropolitan Dade County oS r 1 • • Manufacturer: Contact: Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Plus Ruberoid® Torch FR METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 Product Control No.: 93- 1130.04 System: Membrane Roofing System Subsystem: BUR Type: Modified Bitumen Roofing System Type: APP, SBS William J. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 13 1996 Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Roll weight: 93 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid Torch FR is-surfaced with mineral granules and applied by torch. Roll weight: 90 lbs.; Roll Size: 75 ft.2; { r Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Smooth Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Ruberoid® 20 (FR) Acceptance Number: 93- 1130.04 Approved: ,DEC 1 3 1993 Expires: . LC 1 3 1996 Dimensions: 39.4" x 22.8'. Ruberoid® Torch Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Roll weight: 87 lbs.; Roll size: 100 ft. Dimensions: 39.4" x 30.5'. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied in hot asphalt. Roll weight: 98 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Roll weight: 110 lbs.; Roll Size: 75 ft.?; Dimensions: 39.4" x 22.8'. ■ Ruberoid® Mop Smooth i a m • • bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt. Roll weight: 88 lbs.; Roll size: 100 ft. Di, -nsions: 39.4" x 30.5'. Ruberoid' 'R' the .. =gym ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. Basesheet be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D-41 primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312, type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D-41 primer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to, GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Option #1: One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or over an insulation substrate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. (See Comments and Limitations #6 and #7) Option #2: One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons maintaining 50% adhesion, using type III or type IV hot asphalt at a Acceptance Number: 93- 1130.04 Approved: ' DEC 1 3 1993 Expires: DEC 1 3 1996 • Flysheet Membrane Surfacing rate of 251bs. per square ±20% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a fu11 mopping of type III or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. (See Comments and Limitations #8 and #9) (Optional) Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, Ruberoid 26 (FR), or Ruberoid Mop in ASTM D -312 type III or IV at a rate of 25 pounds per square ± 20 %. Mop one of the following membranes in a solid mopping of ASTM D -312, type III or IV asphalt at a rate of 25 pounds per square ± 20 %: Ruberoid Mop Ruberoid Mop Plus Ruberoid Mop FR Ruberoid 30 Ruberoid 30 FR Acceptance Number: 93- 1130.04 Approved: . DEC 1 3 1993 Expires: DEC 1 3 1996 The base sheet and the cap sheet shall maintain a minimum stagger of 12 inches for all laps. (See GAF application instructions) Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM D -312 type III or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: roof coating rate GAF WEATHER COAT Emulsion GAF Grundy Fibered Aluminum Coating Karnak No. 97 Gil Diamond, P. 3 gals. /sq. 1'/2 gals. /sq. 1'/� -3 gals. /sq. Test Location Uplift Pull Test (P or F) ' Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 26 1j� 51 2 F 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 : -.'; , I:::. 50 75 N1 Owner's Name: Job Address* IN ACCORDAHGi< ? QUALI,TY- CONTte 1,t THIS REPO 1 u Quesne & Associates, Inc. Consulting Engineers Environmental • Civil • Structural Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 /11M711/ i u/y� .'� • Permit #• /1-4 A/.E. /0/ SST ,4'44 c/ C j ,L. ,c ' . Roofing Contractor: /itdlE 420f1 � Type of Tile >14-7 StINI '.5 Approximate Roof Height � feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof .47/ZIC ft Required Testing F rce: 5 lb . 5y Testing Equipment: Chatillion DFIS 100 Date Tested vL /MA THE k RtrE P' o � !` � SITE SPECIFIC INFORMATION TEST RESULTS P -PASS, F - FAIL SKETCH OF ROOF IN BACK • Date Installed / Roof Pitch. 3 l — ✓ Ladder Other ROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT e r r;►r uescfec8 s8 :kicenseloc105 4 §� ). ''t Certification #94 -0316( 815 N.W. 57th Avenue • Suite 428 • Miami, Florida 33126 • Telephone: (305) 264 -1425 • Fax: (305) 261 -8863 N° 00563 j_ (Z,X2Pc/ IAA .J.S5 . . ... . • ............ g0":414:1W S (1 9 fr 4.4 7 /7 arvO 31V0 31V0 10 3NO 31VOS AB 03)33H0 AEI aaLv ON 133148 s/ wir iof 7tv LAT/ 8 °' Z/: was' , 9/ Sep 29 02 02:54p 4101 SW 139th Avenue Miramar, Fl. 33027 -3025 e -mail: jrodg21944@aol.com. Date: S ,EP Z 9, ZaQz From: . Rat:Anis Number of pages including this one: T COMMENTS: James Rodgers, DPA., P.E. Consulting Engineer FAX COVER SHEET Fax No.3OS 7,5Z6- 89 7L 1° p.1 Phone: (954) 437 -6742 Cell: (786) 236 -8361 Fax: (954) 433 -3446 C oRRScTEo kDTP.ESS Fle614 1147 Te 1 L 1/7 1V.E. /OI SrRZ'ET Fe 1L THE T14?4 WAYNE Roo Toisr s PAx'R.epaRr ( sm .*y FA C?- (A)&j/fig' Sep 29 02 02:54p 4101 SW 139th Avenue Miramar, FL 33027 -3025 e -mail: jrodg21944eao1. com Residence Owner: Job Address: Date / Time: Weather: Inspectors: Mr. Charles Esher, Building Official, Village of Miami Shores 10050 NE 2 Ave, Miami Shores, Fl. Dear Mr. Esher: James Rodgers, DPA., P.E. Consulting Engineer INSPECTION REPORT Mr. John Wayne 1247 NE 101' Street, Miami Shores, Fl. September 19, 2002 / 6:30 P.M. Fair and Clear Jim Rodgers, P.E. p.2 Phone: (954) 437 -6742 Cell: (786) 236 -8361 Fax: (954) 433 -3446 September 21, 2002 An inspection was made at the address referenced above to determine whether the existing 2" x 10" roof joists spaced at 12 inch centers were capable of carrying a 47 pound per square foot roof load for a span that ranged from 17'- 1" to 20'- 0 ". The 20 ft. span was over a six foot door opening. The joists in that area were also supported by the main roof joists for approximately three feet out from the wall. The roof had recently been re- roofed by Obenour Roofing Company. The Obenour company removed any termite damaged joists and replaced them with in -kind lumber . They also re- nailed and or replaced all the roof anchor straps needing attention so that the roof structure would meet the present day code. Using the worst case scenario, I have chosen a span of 20 ft., and a total roof load of 47 psf. The lumber is Southern Pine and the load tables show a fiber stress (F) of 1400 psi. In calculating the Moment, I used the Simple span moment which is M = (W) x (L squared) over 8. I could certainly have used the formula for a continuous span which would be (W) x (L squared) over 10 because of the five foot overhang over the pool deck. (The pool deck overhang joists are nailed to the main rafters and extend equal distance on both sides of the exterior rear wall). The simple span resultant moment was 28,200 inch pounds. The lumber tables show the Section Modulus for these 2" x 10" joists to be 24.4 inches cubed. In calculating the Section Modulus for this roof, the formula is S = M / F = 20.14 inches cubed, which is less than the allowable 24.4 inches cubed and therefore the 2 "x 10" joists are acceptable. If there are any questions, please call. Yours truly, James Rodgers, Fla. P.E. No. &5 Sep 29 02 02:55p 2'- 6' PARTIAL ROOF PLAN OF THE FLORIDA ROOM 5'- 3' PORCH OVERHANG ROOF JOISTS EXISTING ROOF JOISTS — -- AT 12' CSC SPACINGS N N 6'- 0' FLORIDA ROOM SOLID BRIDGING AT TWO LOCATIONS 19'- 10' 8'- 7' GLASS SLIDING DOORS BELOW THE JOHN WAYNE RESIDENCE 1247 NE 101 STREET MIAMI SHORES, FLORIDA 33138 James Rodgers, Florida Registered Professional Engineer No. 7405 ROOF OVERHANG EXTERIOR WALL p. 3 2'- 6' 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 budding during progress of the work. Date..._... February 13 79 Owner's Name and Address Mr. A. Phil ar ... No 1247 Stree�.' E. 101st St. Registered Architect and /or Engineer Name and address of licensed contactor Obenour Roofing Co. 7357 N. W. M iam L Ot. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1247 N. E. 101St St. State work to be done and purpose of building (by floors) Remove the existing roofing and rej lace with 1 -30 lb. felt, 1 -90 1b. sla galv. fleshings and white shingIe I:N on " "atoped'"weut'ian. 4 ply built up asphalt and gravel on flat section: _ and for no other purpose. New Building Remodeling Addition Repairi X No. of Stories To be constructed of Kind of foundation Roof Covering 33 S ' Estimated Total cost of improvements $ 5250.00 Amount of Permit S. 12 .5 0 Zone cubage required __.___.plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may 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 i rovisions thereof, and will require similar compliance from all contractors or sub - contractors tployec 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 t e wo tech public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on woe (formed under this permit, as are licensed by Miami Shores Village. Remarks (Si gned ,,1. ....� STATE OF FLORIDA, COUNTY OF DADE. j ss. Bcfore me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. }' Permit No..__ 74 " Date I) ( L �'J I Read, Sworn to and Subscribed before me. Disapproved 4k44,11A) Date (Signed) Building Inspector My Commission Expires Notary Public, State of Florida to me well known, PLANNING BOARD DATE Chairman Member Member Member M ember ...... _....._..._._:..._....._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectitm ore faulty materials and /or workmanship. vim% APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Augu 15th , 19 68 Owner's Name and Address A. W. Philpott No 12 Street N. E. 101st Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Co,, Inc, 573 N, W, 71st St, Miami Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1247 N. E. 101st Street State work to be done and purpose of building (by floors) Tin cap 1 -30# felt to skeathing_boards, mop 2 -15# felts with hot asphalt and cover with a layer of pea gravel embedded into hot _poured asphalt. Install galvanized iron _gravel stop and flashings. and for no other purpose. New Building Remodeling Addition 7 e 9 Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering_ 4-ply asphalt & gravel Estimated Total cost of improvements $ 22 Amount of Permit $ 5 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 o . the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such f ubcontr work to be per ormed under this Mezt, permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer 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 41 ' 3 Date st Read, Sworn to and Subscribed before me. Disapproved (Signed) Building Ins t 'tor Chairman Member Member Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT to oaths LANNING BOARD DATE and take acknowledgments, personally ap- Notary Public, State of Florida My Commission Expires Member Member Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty • materials and /or workmanship. B ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 10450 Work to be performed under this Permit DATE/ -Z ! ` /� 3•- 1950 Contractor's License No 'wner of rj !ilding - +nsideration of the issuance to me of this permit I thereto and in . strict conformity with the plans, dra v this permit I assume_responsibrlity for all work d Signed: hitect 1-actor rilder Subdi- vision iption Value of Amt. of , ,ss of 40...sws.rs +his permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, =, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any .e 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 the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the or and regulations to the work covered hereby whether shown on the plans or drawings or in the statem • ts or specifications and that he assumes responsibility for work `is agents, servants or employees. BY 7 perform the work covered hereunder in compliance with all ordinances and regulations statements or specifications submitted to the proper authorities of Miami Shores Viler by either, myself, my agent, servant or employee. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address � No / d }'_1___ Street /Yr, /t; z Registered Architect and /or Engineer Name and address of licensed contractor__ Location and legal description of lot to be built on: BUILDING INSPECTION DEPARTMENT -6 • Date / 2- Street and Number where work is to be done State work to be done and purpo a of building (by floors)_ d t'C , 19 ✓3 , Lot Block Subdivision /' � and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $_____ //):' F Amount of Permit $ - Zone cubage required _Plan Cubage __Size of Building Lot Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ _________ 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 rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date____ Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.