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ROOFING
I0 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/16/2006 Inspector: Grande, Claudio Owner: PERSAUD, DENNIS Job Address: 1120 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: VINSON HARLOT ROOFING INC Building Department Comments Friday, October 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspect Number P -26 Permit Number -: :RF -9-06 -2353 OCT 1 8 2000 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132050190280 Lot: Phone: 786 - 290 -1227 Page 2 of 2 Inspection Number: INSP -29 X permit Number RF -9-06 -2353 Inspection Date: 10/10/2006 Inspector: Grande, Claudio Owner: PERSAUD, DENNIS Job Address: 1120101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: VINSON HARLOT ROOFING INC Building Department Comments Friday, October 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 1 1 2006 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - Repair Phone Number Parcel Number 1132050190280 Lot: Phone: 786 - 290 -1227 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False 0 Passed / Inspector Comments -4-1-A-- .9- YJ / CA Failed =- 4_. �.i t'( 0 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -29 X permit Number RF -9-06 -2353 Inspection Date: 10/10/2006 Inspector: Grande, Claudio Owner: PERSAUD, DENNIS Job Address: 1120101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: VINSON HARLOT ROOFING INC Building Department Comments Friday, October 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 1 1 2006 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - Repair Phone Number Parcel Number 1132050190280 Lot: Phone: 786 - 290 -1227 Page 2 of 2 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor: to provide the owner with the required roofing permit, and to explain to the owner the content of the section. Thej.194Ei9nstoaeMol R4402 govern the minimum requirements and standards of the industry for roofing system installatio Additionally, the following items should be addressed as part of the agreement between the®V0e. contractor. The owi 's initial n the dfsignated space indicates that the item has been explained. 1. for the ins res ap b 2. T-y - all r;. wood decks: When replacing roofing, the existing wood roof deck m aft ®� renal . in accordance with the current provisions of Section R4403. (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 units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. teee Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new 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 overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. •• •.. • .. • • • • • . •• • 7. Ventilation: Most:Loof §juctt res ehould:have some ability to vent natural •••• airflow through the interior of t�he' strrictrird a�stn�biy4tlte building itself). The existing amount of attic ventilation shall not be reduced. It may be b efi ;' 1 to consider additional venting which can result in .xte nd4ng the. sesu ice life • o th:�� of. e e . •••• • e n Signature Date orkmanship: the workmanship provisions of Section R4402 are ng that the roof system meets the wind resistance and water e standards. Aesthetics (appearance) are not a consideration with p provisions. Aesthetic issues such as color or architectural of part of a zoning code, should be addressed as part of the agreement e contractor. ••. • • • • ••• • • • • : • • • •• • • • • • • •• • • • ., • • • ••• • • • ••• Contractor Signature • • • •• • •• • 06/66 Date r High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) Process No. Contractor's Name: Job Address: Master Permit No. I Vinson Harlot Roofing Low Slope Asphaltic Shingles Prescriptive BUR -RAS 150 r r Roof Category Mechanically Fastened Tile Metal Panel/Shingles Other: �..... __. ......_ _. Roof Type New Roof Re- Roofing r Recovering Repair Maintenance Are there Gas Vent Stacks located on the roof? Yes No If yes, what type? Natural I- LPGX Roof System Information Low sloe roof area ft. 7 - - -- Steep Sloped area (ft 1 Section B (Roof Plan) If NE M , 1sr Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'). 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I1 04/17/2006 08:03 3052075391 Section C (Low Sloped Roof System) Fill in the specific roof assembly components. if a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer, aA r rte -TE M L. NOA No: D3 0504, OS Type: B (1/ L T — t) P Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 4'J .2. psi (P2) Perimeters: (P3) Comers: 4. 2 /.3 psi Maximum Design Pressure, From the Specific NOA System: 5,2_ , psi Deck type: 5 Plywood • These decks require a fastener pull teat by an approved test laboratory Other Deck Type: Deck Support Spacing: Slope: 9 ryi„, :12 Fire or Vapor Barrier: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Anchor/Base Sheet & No. of Ply(s): Anchor�/Base Sheet Fastener ondI Material: 9 %q RS W4/L5h 1%s - rmicAP Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener/Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener /Bonding Material: Wood Nailer. Wood Nailer Fastener Type and Spaoing: _ 6 psf • • • 0 0 0 • • • • •• • • • • •• ••• • • • • • • Base Sheet(s) & No. of Ply(s): 4. . - . T..`�' .....__... . Base S et Fastener/Bonding Material: 4 N R AM /6 Ply Sheet(s) & No. of Ply(s): PZ y t V (g eiZ-45 ; Ply Sheet Fastener/Bonding Material: 40T TAR Top Ply: CA P' sat Top Pty Fastardng/Bonding Material: 1-0T TA- R Surfacing: t1!p4ERAZ Sy-kF/9SE Single Ply membrane: Single Ply Sheet Width: ... _........... No. of Single Ply 112 sheets: Single Ply Membrane Fastening/Bonding Material: Drip/GS Edge Metal Size & Gauge or weight: j N/A Drip/GS Material Type: N/A . • . • • • Alterr Fealbger. • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• • ••• • • • 1/2 sheet width: Drip/GS Hook Strip /Cleat Metal gauge or weight :1 N/A NI Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: " o/c f Zaps & Z rows t / ............ 2. Perimeter. ' 1" o/c cig laps & rows @ a 3. Comers: " o/c laps & rows el); � " NUMBER OF FASTENERS PER INSULATION BOARD • • • •• Firki? • Perimeter: Comer • • • • • Fdstether•typa : _ .. N/A PAGE 01 Page 1 of 2 http://www.miainida.de.gov/bldg/roofingitintsolonte 4 %2e2.httn 3/20/2006 • • • ••• • • • • • • • • • • • • • • O •• •• • • • •• •• ••• • • • ••• • • , 04/17/2006 08:03 3052075391 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING pEP4RTMENT €L£CTRONIC,APPUCATION 4141 , e . 4141 . . . 0 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base FlashIng,Counterflashing, Coping, Etc. ` Indicate: Mean Roof Height, Parapet Height, Height of Bis Prashing`, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that tompty with RAS -111 and Chapter 16. 0,410 gem 4 pA.y t v w 4+oT' ire - '75 eptee V•10.0 D 2Pi—y 45Ps 8 4 12. Page 3a f Pent) et Wet! Height Ft. f0 410 ... • • • • • . • • • • • • • • • • •. 00• Of • • • •• • • • ••. •• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • h ttp: / /www, m i ami dade. gov/ bldg /roof ng_pefm i ti t�g/sectitm_o • 4_2. n,m1 • • • .•• • • • • • • • • • • • • • • • • • • • 0 • • • O. • • • • • • • • • • • • • • • • • • • 4 100 • • • 4100 • • een Roof HeigAt Ft. PAGE 02 04/17/2006 08:03 3052075391 MIAM10 BUILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE PMA.GLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1963 (305) 375.2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rate8 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 AH7 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 Miatni -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 Convendonal Built -Up Roof System for Wood Deck. LABELING: Bach 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 tbeae 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 as 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, ovi¢et to the user by the manufacturer or its distributors and shall be available for inspection at the job iite at thi rer*sgo thi Official. c e- e - - This NOA renews NOA #02- 0408.09 and consis"is ea p th . o The submitted documentation was reviewed by Frank Zuloaga, RRC NOA. No 03- 0501.05 E:ptrat)on Data: 11/04108 Approval Date :10/23103 Page 1 of 21 PAGE 04 04/17/2006 09:03 3052075391 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " / or greaser plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet GAPOLAS #80 Ulti ugm Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified. Base Sheet, RUBEROID® 20, RUBEROID SBS Heat - Weld's Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAPCILAS® Ply 4®, GAPOLAS Flea Ply's 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" a.c. in the field. (Maximum Design Pressure -45 psi, See General Limitation GAPOLAS® Ply 4®, GAPGLAS Flex P1yT" d 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" ac. 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 --4S psf, See General limitation 17) GAFGLAS Rex P1yTM 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 pig; See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One mw 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 psi, See General Limitation 07) 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. (Minimum Design Pressure - 60 psf, See General Ikon 17) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GA.FTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The outer rows are equally spate approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - 75 psf, See General Limitation #7) • Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #S0 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. •• ••• • • • • • Cap Sheet (Optional) One ply of GOFCRAI ®Ivlpner a1.Surfaced Cap Sheet adhered in a full mopping of ajovdctalphIl1 polireritbii the EVT range and at a rate of 20- 401bsi4 •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • 000 • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • NOA Not 03- 0501.05 Expiration Date: 11/04/08 Approval Date :i&3 /03 Page 18 of 21 PAGE 05 04/17/2006 08:03 3052075391 Surfacing: Maximum Design Pressure: See Fastening Above (Requited 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 gallsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fiberud Emulsion) with an application rate of 3 gal/sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Filleted 301) with an application rate of 1.5 gal./sq. 2. Asphalt good coat at an application rate of 60 lbslsq. ± 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs.sq., respectively. 3. Top Coat Surface Seal SH (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatberCote or WeatberCote LOW-VOC applied at rate of 1 -1.5 gal/sq. .• .•• • • • • • • • • • • • • .• •• ••• •• • • • •• • • • ••• •• • • • • • • • • • • • . NOA No: 03-0501.05 • • • • • • •• • • • • • • • • • • Expiration Date: 11/04/08 • • • • • • • • • • • • • 000 • Approved Date :1023103 Page 19 of 21 ••• • • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • 000 • • PAGE 66 04/17/2006 08:03 3052075391 Membrane Type: Deck Type 1: Deck Dom: System Type E (2): Anchor sheet Pry beet: Cap Sheet: Maximum Design Pressure: Maldmum Slope: BUR Wood, Non - insulated ' or greater plywood or wood plank Tile Undarlayment ]Sass Sheet mechanically attached. GAFGLAS® #80 UltimaTM Base Sheet, RVBBROID® 20 or Zile- -Mate Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90 °) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyT"° 6 sheet, GAFGLAS #80 UltimaTat, 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 lbsJsq. One ply RTJBEROID® MOP, RUBEROID® MOP PLUS or Tile - Mate Cap membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20 lbs. /sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shalt be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. •• ••• • • • • • • • • • • • • • • Of •.• Of • • • •• • • .. • • • • • • • • • • • • • • • • •• • • • •. • • • • • •• •• • •.. • .• • • • • •• • • • • • • ••• • • • • ••. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •Y• • • NOA No: 03- 0501.05 Expiration Date: 1 VO4/08 Approval Date:1W23/ 13 Page 20 of 21 PAGE 07 04/17/2006 08:03 3052075391 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum y" Dens Deck or Yx Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fine 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 tally 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 dwsign 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 rbf. 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 valve in conjunction with the maxima= 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 comer areas shall comply with the enhanced uplift pressure ets 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 Hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load its. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure lanes (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation la specifically referred within this NOA, General Lhnitatian #7 will not be applicable.) • • • • • • • • • • 10, All products listed herein shall have a qualitl assut4.4e $ice in &ordance with the Florida Building Code and Rule 98 - 72 of the, rorid lock • END OF THIS ACCEPTANCE • • • • •• •• •• •s •e• ••• NOA No: 034501.05 • • • • • • • • • • • • • • Expiration Date: 11/0 • • • • • • • • • • Approval Date:10I23/03 •• • free • • • Page 21of21 ••• • • • • ••• • • • • • • • • • • • • • free • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • free • • PAGE 08 141 1 r i 'Lrucr COVERING MATERIALS (TEVT) l2Ct)ling Systems (TGFL')— Contirruc'd I)cck: Incline: 3 I (Optional): One or »ore layers perlitc, wood !,htl, nbvr, .s „cranunur, urcthanc, perlitc /isocyatnrrato iunlpustt,•, uci9'ct -'/ un+aloe,.' sot; post+ . w <xw( fihor /isacy,tntrrate cuntpusitc, plt[lSliiy,wiu !h,i knr.s. Pty Sheet: Three or ntirt• layers Type Gi "CAFGLIS Ply 4” or "GA Ply 6 ", hot moppets. Surf acing: Crave!. Deck: C-15132 Incline: 2 insulation IOplional >: One or more Layers }xrlite, trued fiber. glass litres !y,,c urethane, pertile /i,ocyanueue rumpnsi(c, perlrte/ u1'.'Ih,llle i.nllp41,11e, woo., fiber /Isa composite, phenolic, .111+• thickness. Ply Sheet: Three or more lasers Type Ci "GAFGLAS i'1' a" to ' titGLAS Ply r, - Cap Sheet: One layer Type G1 "GAFCL:\S Mineral Surfaced Cap ;heel ' )Jock: \c Incline: 2 Insulation tOptionall: One or more layers pertlte, wood fiber, );loss i ; {q.r. 1 « un'lkanv. perli1,' /is,k'\'an )rats' composite, perine/ ur, than, ,om)1o.il,, wood labor /isttryanuralt' composite, phenolic. 2 ,n. 111.1N. 1x11 Sheet: Taro or more layers Type C! "C,\FGLAS Pty 4" nr "GAF- CLAS 1`1'. h". Cap Sheet: One toyer Type C3 "CAFCLI\S Mineral Surfaced Cap �h,•cl ". Dec*: NC' • Incline: 1/2 Insulation: One or two )seers " u,rht'rm R ". 4 in. max, but mopped. Ply Sheet: Any LPL Classified grated surfaced Class A asphalt glass fiber anal �t', IOW , �x», eswnn a r,.a� w.. 04 41 +an,xacw ...; w :, .,n•r- ,TUx.•,w. t' incline; Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheer: One layer Type G2 "GAFGI.. : \S k75 Base Sheet" Inlay he ::,u tc, t 1. Ply Sheet: One ur mum' lavers Type CI "CAFGL\S i'lv 4" or C: \FGLAS Pit o" Cap Sheet: One laver Type C•3 "CAFCLAS Mineral Surfaced C1 Rf+� S .outre asst +tarns ura�m�+ 5tl9nstr runt,, ,, : . rc Incline: 3 Base Sheet: One Layer Type C;2 "C:\FCL. \S H75 B,>.., Sheri ". Pl■ Sheet: One. or owrc layers Type or "G,1FC1.:15 Ply a" 14 C:1 l'k r," Cap Sheet: Ont' layer Tvp'' C•3 "CAFCL4 \S Mineral Stir /deed Cap Ueck: C•15. 32 Incline :2 Insulation: One ,'r mass 14ycrs perllte, glass fiber, islkyantn'ate, 1) re• tfl.00. pt'rli to /i..x'v,litttrate rotlpustite, pt'rl ire /tt rethttlle composite, pale: noir, , 1 n 441 *tin (ltTrel from plywood ')mints f1 in ). Base Shec): One or more layers Type C1, C2 or C3. Membrane: One or more )ayc'rs "liuboroid Torch" (Sourtl)h or Granule). Ruherin 1 Torch Plus' (granule), "Ruberold Mop" (Smooth or Cronin) t'r 'Rubcro Mop Plus" (granule). Cap Sheet: "CAFCL:\S Mineral Surfaced Cap Sheet ", not mopped. • Dark: C••15 :32 incline: 2 Insulation ?Optional): One or more layers per)ire. wood fiber, glass i,ha•r. ,., k'I Ilu rate, urethane, plriile /isncyanu rare composite, perhte/ ure!hant' .'t itc. wtxxi fllx'r /iulcyaUUrah' cmnposite, phenolic, AT.' tha; Loos. Base Sheet: 'fu'o or more layers Type C2 or G3. P1r Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruhcr\1id lurch" (Smooth or Ganes k•). "Rat erot,t 'f,+rih Plus" (granule), "Rubtroid Mop" (Smooth ,a' Cro,lulet r "Knl',er,:id .'11up Plus' (granule). • Cap Sheet: "C:\FGL: \S Mineral Surfaced Cop Sheet" hot mopped, Deck: \C Incline: Insulation (Optional): Pt'rlile, glass fiber, px'lvisocvanunlle, w,xtd flhir. •„r,'l•,1nt,'ali\ task:ned, any thickness. t Base Sheet: One or noon layers Type C2. "C, \FCL. \SS Uatt1 Pit- Sheet: One or more iaycrs Typx CI "C: \FCLAS lay a" Or."e •- c,l \' i'ty a.. rap Sheet: Type G3 "CAFCLAS Mineral St,l'factti ( ShPit! hone Surfacing: - Fir::shield MB", 2.5 - 3,11 gal /..t. Class 8 • • • L % d < CO TO A V Or f FPO. 0L C i ••• • •• •••• •• • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ROOF COVERi$G MATERIALS (TEVT) Roofing Systems (TGFUI— C,iiirruu,d I park• C•I5 / ?2 !nc)ine: 3.);: lnsulalion (Gptiuna)): One or more layers }sill+. „ ono fax-, ),rtx■.au.lr,4.c, .rrt'th,,ne. 1St 414.141' tinptuilr, t iu' ^, wood 1'1Lt'r /lsutyanurate composite, thickness. Ply Sheet: Twit or men. 1,1v'rrs Typv GI "C \FCI..\S {'lye lea CLAS Ply h" Ca., �hnet; Type C:3 "GAFCL/S Miners) 'tui.t;t'tl Cap Ilit'p : "d. 2. 0ec.c: C.15/32 Incline: 3-1 '2 insulation lOptlona1): One o1' more layers polite. wood fiber, i44Xyanuratt•, urethane, pt•rlite /iwayamar,nt' composite, urethane composite. n o,xt files 'r /iyoc\'afuralc c.anpo,ne. ph thickness. Base Sheet: TWO or more Layers Type CI. C2 or (:? Membrane: ()n' or nom lasers " 111Pt'mid Torch "ItimnmhN "1(ubcroid Torch Pius" +granule). "Rubcroid if 'I'•• ,1r "Ruherc id Map Plus" tgrantllc'l. Cap Sheet: "CA FC,L: \S Mineral Surfaced Cap `;h1t4 ". hat Class C I. Deck; C -13/32 Incline: t ;2 insulation (Optional): Ono or snort' lgrr, pt' 11te, Irntd (1611 fiber, iriniyantn'aIt', urelh.toe, perks' /i'44 Cyonur,ho ■otupnsite urr'thane composite, r•fntci fiber /tsllcpanuraw composite, ihickrttm. Ply Sheet: Three or more layers Type CI "G: \FCLAS Ply "GAFCLAS ('ly 6 ". Surfacing: "Sleets) R11o(ilg Bitumen" 2)) lb, /,q. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL RI Class A I. Deck: C•I5/12 lne)ine; 1,'2 Insulation (Optional): One or more Layers pernte. wool t • fiber, isocyatulrak', urolllanc, perlitc /i,uisenur•nr ,'unapxatiM, urethane rttlnpo+ltc, 11'.e0 (ilxrlistliyanunhe 0.'111)k ph Ply Sheet; Titret'•,,r mltn• layer. Type C1 `C \FCLAS Ply! "C.:\FC S Ply r ", hot mopped with 0411 far hots))teal. Surfacing: Crawl. COMBINATION HOT AND COLT) S \STEMS C1asa A ! Deck; XL' Incline: Insulation lOp)ionall: Chw or roan' layers portm, u't fiber* fiber, 2 in, n11,4.. Ply Sheet: Three or more lavers Type GI "li.iFCL. \S Ply "C \FCLAS P1v 6 ". Surfacing; Coasts htduslrits "al MB A(untinunl Rtr1( Cootie{' I.1/2 gni /sal. 2. Deck: NC Incline: 1 lnsulalion (Optional): One or mon' layers pe'rlite. toga) fibtc fiber, istx•yamtrnk', ltret11,u1e, perlitc /I.v1Cyattur,ttt• composite, 11r01110)11.' ctst1lpnsitc, 1 „ 0d fiber /iSoiyanu1.ho x'1111 % Nt% phen*, lhirknt :r ;. Ply Sheet; Three or more layers Type GI ” c.\l CL: \5 Ply r "G,kFGLAS Ply 6 ", Surfacing: "W .sLhcr Coat Enluislnn" At 3 gal /s%) 3. Deck: NC Incline: 1/2 Insulation: Ore or two lavers "isotherm R ", 4 in.. hot :hopped. Ply Sheet: Any UL Classified gravel surfoieil C),i,, \ asphalt Out tool ses(t.'nt. 4 Deck: 'NC Incline: 2 lnsulalion (Optional); lsocy,rn ur,nc, }crane, ts&.,i ,lnurarerxom 11•oy fiber and glass fiber. any lhickne.s, nitrchanlc,tlly fastened. Base Sheet: One ply Type 61 or G2, tllt'cll,tn;.'ali\' fastened mopped. Ply Sheet: Uut o r men' p)ics Type C) or C2, adhrrlsl 41:11141101 ,l spha l a. • S "CAI: Premium Fihcrcd Ahnninum Root Coating', • • 01 /01 t•' 't \F Weather Cu,11 E)1u1sIttn ", 3 µn1 /sea. �• :Dtct! Incline: I • • 1•sui]lian Optional): Perl)Ii, gloss fiber, poh•i., a'c,uuaro4', NV1n41k • rttecRu,Rfi),v (,hfonisl, am tllickllc:.,. Inane /Ply Sheet: Our or snores p ?ices Tvpt' G 1 or type (12%1411: moppet pttcc. , • • • Coati) "F 1e!t•d .11unonum Roo( Ctxhhtg" In.uW Ida• i. un•that th4,1 1 Ply Sh Surlaci 1 ;.,1; .I) Deck: 1' lu.ulaa 1 Ilcrk:( tools IAh•r. : I'le "t „\f Surfs' 1.1/2 Dreg: I also 1, • nhcs, owl)). Iht:l.t I "t ;.0 Soma 1•I /' )brit: I.ul t ti'l'e. sera/' tlucl I'ly \url. 1 >erk: Skirl SI? Luh -s o Issue Date: 9/20/2006 Owner's Name: DENNIS PERSAUD Permit Type: Roof Work Classification: Roof - Repair Job Address: 1120 101 Additional Information Miami Shores Village, FL Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/19/2007 Contractor(s) Phone VINSON HARLOT ROOFING INC 786- 290 -1227 Primary Contractor Yes Type of Work: Re -Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Re . uired Ins • ections Roof in Progress Final Roof Permit Status: APPROVED Permit Number: RF - - - 2353 Phone: 1132050190280 Lot: PB: Total Square Feet: 1400 Total Valuation: $ 6,900.00 Fees Due Amount CCF $4.20 Education Surcharge $1.40 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $6.87 Total: $296.47 Invoice Number RF - 9 - 06 - 26207 Total: cic4 90z9_ Amt Due $296.47 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 01 g PERMIT APPLICATION a-Alin N9 Master Permit No. FBC 2004 BUILDING Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) ROM PE g S Owner's Address 11 NE le -I City 11(41-11 SE142E S State Ft- Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 14 " 302G -©f ' .0.78© Is Building Historically Designated YES NO Contractor's Address Ci O P4 d,U l/a Value of Work For this Permit $ Describe Work: Miami Shores Village IEC IEIKV Building Department I 5 AN 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79 .22Q4 Fax: (305) 756.8972 Plumbing tNmk uay< a-o6 ovN, Ave� ‘go/9 Type of Work: ['Addition ❑Alteration ❑New IZ5 tOd P FLA`T 7'D zok Phone # Zip 33/3S Phone # 10-D ,A4,6 [did Contractor's Company Name Phone # Architect/Engineer's Name (if applicable) Phone # Structural Review. $ Total Fee Now Due $ Permit No. W 7 Mechanical Zip .33 43 S 3 f , y��� State ^ Zip Qualifier Name b 11 )1.1 / v►' l j- .Cal / I/, / Phone # State Certificate or Registration No. �- Certificate of Competency No. Square / Linear Footage Of Work: 192 SF ,i Repair/Replace ❑ Demolition ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F ***,********,* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1j- 61> CCF $ 1 (. CO /CC Notary $ Training/Education Fee $ 4 1 Technology Fee $ 6.8q q Scanning $ .00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 2% •4-3 See Reverse side -, ( Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this .2 8 The foregoing ' trument was acknowledged before me this 2 day of ifV616T , 20tg, by day of AO Ate 20 `. N who is personally known to Fr or who has produced FP Z who 's rso 4I@ Oh oono P62 3 r -764 3:2 As identification who did take an oath. (on NOTARY PUB Sign: Print: • � rro F MYC 4. 0 PPSA E (407) 398 -0153 ANDIVAR ION # PIKES: y31.2010 • gay S:;;, -.com M M 10 My Commission Expires: ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ` /4 Plans Examiner Engineer Zoning APPLICATION APPROVED BY: (Revised 02/08/06) ia 9>pr tic EXPIRES: May 31.3p1i) ntiffttiolotefig NOTARY PUBLIC: Contractor d ke an oath. Sign: Print: My Commission Expires: STATE CERTIFIED CC CO56363 Over 30 years serving the State of Florida New Work - Reroofing - Repairs - Barrel and Flat Me- Guttering and Spouting To U T -) FE/CI Owner's Address "C iZD l 1 E (D( 5e Job Location By NSON ROOFING (Signature of Contractor or Agent) TELEPHONE: (305) 681 -2443 ESTIMATE — CONTRACT VINSON ROOFING 200 Dunad Avenue - Opalocka, FL 33023 gioOg rti Starting Date Kind of Work R e iRwF rLil 6 To FLAT Date City RS Licensed and Insured Phone Number Zr 3V-7 9V11 We are pleased to submit the following Estimate and Contract. SPECIFICATIONS — REI-W'iE EA/STIR ALA RI F i u N TPJ U/e1 pECtc — ARMY Z AyEk ®F %S# PELT TIN CAPPED l a LA YEP S F(I ERGt ecs5 4 C P spEtT w1Tt+ gOT AsPH4L tEtz c ®D t . - 141 `3TdkLL 0 V✓ 3Y S 2» 42 - VA N )zE E PR_t P Et c E A Ailik ALL RODFIN IDES Rt — G© ' 2A C` Ott w!G L O Vt t fE ROOPa+,i -&' PEW - ei r AND CALL FOR ALL I t S PE C-1 - w9 K WtLZ 13,E b©iZE IN TIfE /Pi S &LMRES EL &T dz4OE ®gL W te 0 - P�k1tHE6.LT� ; 35 ° ° b4w 6610 4rCOote1ET(©6L "il`/8s ° Terms We agree to perform and complete the work in a an cr w to a reasonable time for the sum of: . zae 1 " "' :I / G " Dollars ($ (J D `� ) No carpentry work, woodwork, or painting, whatsoever is included in this contract unless mentioned on specifications. REPAIRS: All repairs made by VINSON ROOFING are not expressly guaranteed in any way under time basis. However, we will agree to give three (3) adequate service calls within a period of 90 days. All work to be done or guaranteed shall be set forth in specifications. No promise, verbal or otherwise, will be valid. This warranty is no assignable and is not subject to alterations, except by written agreement executed by an officer or the warrantor. In the event of hurricane force winds, guarantee is void if roofing was installed according to Dade County Building Code. In the event payment is not made as stated in specifications, all fees incurred in collection, such as attorney fees, court costs, collection agencies are to be paid by signer or owner. Terms abd price may va fifteen days prior to the initial con tract. Above read, jj • erstood and agreed to as read: ,y, r-4 (Owner or Owner's J/L,ir � L ure) 110W ,JE�D� 73138 200 Dunad Avenue — Opalocka, FL 33023 (Address) All workmen under Compensation Insurance and all other insurance to protect propert owner. NOTICE OF COMMENCEMENT A RECORDED COPY MOST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION p PERMIT NO TAX FOLIO NO. 1� 32. DS �9 - 2& STATE OF FLO STATE OF FLORID , aigREBYg R) 1 COUNTY OF MIAMI DADE x ' S ' od ir.117160 "P THE UNDERSIGNED hereby gives notice that improvements will be Jytaddittif a ain'',real! property, and in accordance:with Chapter 713; Florida Statutes • the follow -� 1Thm ti is provided in this Notice of Commencement.. • 8y 1: Legal description of property and street/address 3. Owner(s) name and address: .,: RU`µ *A/ ` pJ SA'U.'' 1:12D S ,0k S f FZ; ‘3•" Interest in property 19 1(/ JIL E/f Z 5. Surety: (Payment bond required by owner from contractor, if :any) Name and address: Amount of bond $ 6. Lender's name and address: Name and address of fee simple trtleho ►der 7, Persons withrn';the state of Florida destgna1e provided by Section 713:13(1)(a)7 , Florida Statutes Name and address. 8. In addition to himself; Owners designates the following person(s) receive a copy,of the Lienor's Notice as . in Section 713:13(1)(b), Florida Statutes: Name and address: 9. Expiration date of this •Notice of Commencement (the expiration date rs 1 year from the date of recording unless; differep±.4,te is specifie Signature of, Owner Print Owner's Name, - /. I -::-PE p5A Sworn to and subscribed Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/36 des or other 1 111111 I111I 11111 11111 IIIII 1111111111 11111111 CFN :20068;1056035 OR. Bk 2496S. F9 4490; 1p 9 RECORDED 10/02/ •HARVEY RUVIN;r ;CLERK-_ OF COURT' MLASIAt1IT - PAGE DADE. ' ..FLORIDA -pit r ABC con h octments ;may be ;serge PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9 -25 -95 Job Address 1/1'20 N.E. 101 Street Tax Folio Legal Description Historically Designated: Yes No 857 Owner/Lessee / Tenant Ruth Master Permit # Owner's Address 1 12 0 N .E . 101 Street ContractingCo. Quality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho Phone 751 -0382 State # RC 0 0 S 8 h 2 7 Municipal # Competency # 17889 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 roof to wood deck, tin cap base sheet felt as per building code, install metal eave drip, mop on with hot asphalt. Flintlastic FR -P Square Ft. 1400 Estimated Cost (value) $ 3,000.00 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. C�Q�•cC� f - Signature of owner and/or Condo President !.i i - - ._' • .. i_... l Notary as to O r and/or C My Conmyssion Expires: J` FEES: PERMIT RADON Date ,, = MARYLOU HERNANDEZ :.: MY COMMISSION # CC 324212 EXPIRES: October 10, 1997 sss Bonded Tin Notary Public Underwriters C.C.F. Signature of Contractor or Owner- Builder MARYLOU HE RNANDE Z ^: i „ ;•5 MY COMMISSION d CC 324212 es, ° Bonded October 10, 1997 �PiFi , ded Thor Notary Public Underwriters Notary as to C a%s actor or 0 My Commission Expires: 14 qci APPROVED: Zoning Building Mechanical Plumbing Phone 756 -1256 Electrical O - q. -9s D ate TOTAL DUE 1 r Engineering STATE OF FLORIDA, COUNTY OF DAO 1 HEREBY CERTIFY that t -is is a frruo original filed r his of ca on ,A 0.19 ho W THUS rsip F- and omira !. tar NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 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. 1. Legal description of property and street address: 1120 N . E . 101 Street 2. Description of improvement: Install new Flat Roof . 3. Owner(s) name and address: Ruth Interest in property: Owner Name avid address of fee simple titleholder: N/A Amount of bond $ 00 6. Lender's name and address: Notary Public Print Notary's Name My Commission ExnirPs: 1120 N.R. 101 Street 4. Contractor's name and address: Quality Roofing Contractor, Inc. 251 N.W. 99th Street 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A N/ 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: N/A 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: N/A 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) 7 PMC /d — — X f Signature of Owner n II Print Owners Name ' 1-k 4 . Pe r c� I ACt Sworn to and subscribed before me this q day of f✓t�l , 19��. ,,,, �1 r Muwnou HERNAN -sue pry EXPIRES: October 10, 1997 Miami Shores, Florida 33138 Miami ShnrPS, Fl nri rla 33138 Miami, Florida 33150 95R436443 1995 OCT 26 10:49 Prepared by:Carlos Quality`Roofing Address:2 N.W. Miami, Fl orida Arocho Contractor 99th StrPpt 33150 '12301-52 2A3 METRO-DADE METROPOLITAN DADE COUNTY. FLORIDA CS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, TX 75038 METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 372 -6339 Your application for Product Approval of GS Roofing Modified Bitumen Roof Systems under Chapter 8 of the 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 Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United Statcs Testing Company, 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 thc 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 thc approved manner, the Code Compliance Department may revoke. modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require teiting of this product or material should any amendments to thc South Florida Building Codc bc enacted affecting this product or material. /n The expense of such testing will be incurred by the Manufacturer. / � GGG PRODUCT NO. : ACCEPTANCE NO.: 95- 0502.0a No.: 94- 0531.041 Raul Rodriguez Product Control Division EXPIRES: 04/12/97 Supervisor - PLEASE NOTE- THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by thc Metropolitan Dade County Building Codc Compliance Department and approved by the Building Code Committee to bc u.. d in Dadc Cot Florida under the conditions set forth above. APPROVED: 06/13/95 Charles Danger, P.E.. Dircctor Building Code Compliance Department Metropolitan Dadc County I . 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. NOTICE OF ACCF.PTANCF..: STANDARD CONDITIONS. All rcports 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. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor Applicant: GS Rooting Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 ate rv• Membrane Roofing System Sub- Cate_gory; Built -up Roofing Tvpe: Modified Bitumen Sub -Tvpe: SBS /APP PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Contact: Pat Neuhaus Commercial District Manager 290'0 Bird St. Charleston Heights, SC 29405 (803) 744-7451 Raul Rodriguez Product Control No.: 95- 0502.04 Approval Datc: JUN j 3 n. ; Expiration Datc: 09/12/97 GS Roofing Products Company, Inc. manfuactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems arc the result of years of manufacturiw.z 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 to the following publications: "Commercial Roof System Specification Maiiu ;I" 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 Mutual 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 -800- 777 -2563. Product Dimensionz All Weather /Empire 36" x 72'; Roll Base Sheet weight: 86 lbs. (2 squares) Flex- I- GIasTM Base 36" x 108'; Roll Sheet weight: 90 lbs. (3 squares) Flex- I- GIasT^t FR Base 39'/," x 50'; Roll Sheet weight: 90 lbs. (I.5 squares) Flintglas® Ply Sheet 36" x 180'; Roll Type IV or VI weight-. 40/55 lbs. (5 squares) Flintlastic STA 39'/," x 33'; Roll weight: 90 lbs. (1 square) Flintlastic GTA Flintlastic GTS Flintlastic FR/FR - Premium TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 39 '/," x 33' 3 "; Roll weight: 105 lbs. (I square) 39 '4" x 24 " Roll weight: 92 lbs. ('/+ square) Flintlastic GMS /GMS 39'/," x 34' 2 "; Premium Roll weight: 100 /105 lbs. (1 square) 39'/, "x34'2 "; Roll weight: 105 lbs. (I square) Test Specification ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Type G2 Modified Bitumen, coated fiberglass base sheet. UL Type G2 ASTM D 2178 Type IV or VI UL Type GI ASTM D 5147 ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. ASTM D 5147 Granule surfaced, SBS Modified • • Bitumen mcritbranc with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant. granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. 3 Raul Rodriguez Product Control No.: 95- 0502.04 Product Description Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. 4 Raul Rodriguez il l/i Product Control No.: 95- 0502.04 Test Product Product Dimensions ,Specification Description Flintlastic FR Cap 39 / x 34' 2 "; ASTM D 5147 Fire resistant, granule surfaced SBS Roll weight: 90 Modified Bitumen membrane with lbs. fiberglass mat reinforcement for mop (1 square) applications. GlasBaseT"' Base Sheet 36" x 108'; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) Poly SMS Base Sheet 39 3 4 x 64' 4"; ASTM D 5 147 Modified Bitumen, coated polyester Roll weight: 90 base sheet. lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. (1 square) Stormshield 36" x 75'; Roll PA 103s Slag surfaced SBS Modified Bitumen weight 76 lbs. sheet with fiberglass reinforcement for (2 squares) peel and stick application. Product Hy Therm Pyrox A POC 212 Sunbright 400 MBA ACFoam 11 Celcore Anchorbond Fastener Anchorbond LCW" lightweight Concrete fasteners High Density various Fiberboard Dckfast Fasteners 4'14 Dckfast Hex Plate TRADE NAMES OF PRODUCTS MANUFACTURED Bl' OTHERS Test . Dimensions Specification various PA 110 various various 2 7/8" x 3 1/4" PA 110 PA 121 PA 121 ASTM 3019 Type III PA 110 PA 110 Cellular insulating concrete Celcore, Inc. system PA 114 PA 114 PA 100 PA 114 PA 114 Dckfast Lock Plate 3" x 3 1/4" •PA 114 5 Product Description Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Aluminum roof coating. Roof coating Asphalt based cold applied adhesive. Polyisocyanurate foam insulation Insulation fastener and metal or plastic plate Base ply fastening systems for lightweight concrete decks Wood fiber insulation Insulation fastener for steel and concrete decks Galvalumc hex stress plate. Polypropylene locking plate. Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Apache Products Co_ Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Atlas Energy Products Cclotex Corp. • Cclotex Corp. Cclotex Corp. Construction Fasteners Ind. Construction Fasteners Inc. Construction Fasteners I nc. Pr o du ct Dekfast Fasteners # 15 Dekfast Fasteners tt 12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Titc Type 'R' GAFTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer High Density Wood various Fiberboard Test Dimension4 Specification PA 114 PA 114 PA 114 PA 110 PA 114 PA114 • PA 114 various PA 114 PA 121 6 Product Description Insulation fasteners for concrete decks Insulation fastcncr for steel and wood decks. Aluminum fastcncr for lightweight, gypsum and tectum decks Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Base sheet fastening, system. Asphalt emulsion 1, 5, 55 ASTM 0 3019 Fibcred asphaltic general Gardner gallons Type 111 purpose lap and ply cement. ASTM D 312 Type 111 or IV hot asphalt bitumen adhesive ASTM D 41 Asphalt Primer PA 110 Wood fiber insulation board Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizcll Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. GAF Gardner generic generic generic 7Li i/ Product Perlite Insulation Red Rosin Roofing Nails Minimum # PA 114 12 Tin Caps al MB aluminum roof coating Karnak S I AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak - Modified Bitumen type 111, ASTM adhesive for application of Adhesive (Brush D 3409 SBS modified bitumen Grade) systems. Karnak 8 1 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak Modified Bitumen type 111, ASTM adhesive for application of Adhesive (Trowel D 3409 SBS modified bitumen Grade) systems. Karnak 97 AF Karnak 97 Monscy MBA Gold I, 5, 55 Membrane Adhesive Progradc Fibcred Aluminum E'NRG'Y -I Test Product Dimensions Specification Description various PA 110 various Min. 32 ga. x I Vs" gallons PA 121 PA 121 PA 121 E'NERG'Y PSI -25 various PA 110 various : PA 110 ASTM D 3019 type!!! PA 121 7 Perlite insulation board Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Aluminum roof coating Roof coating Roof coating Fibratcd, rubberized cement for bonding modified bitumen membranes. Fibratcd aluminum roof coating. Polyisocyanuratc foam insulation Polyisocyanuratc foam insulation Product Control No.: 95- 0502.04 Manufacturer generic generic Grundy Industries Karnak Karnak Monscy Products Co. Monscy Products Co. NRG Barriers, Inc. • NRG Barriers, Inc. / — /2 dC) Raul Rodriguez. Test Product Product Dimensions Specification Description Manufacturer E'NRG'Y -2 Plus various PA 110 Polyisocyanuratc foam NRG Barriers, Inc. insulation E'NRG'Y -2 various PA 110 Polyisocyanuratc foam NRG Barriers, Inc. insulation N.T.B. Magnum PA 114 Glass reinforced nylon Olympic fastener for use in gypsum Manufacturing and ccmentitious wood Group, Inc. fiber decks. N.T.B. Spin Weld Plate 2" round PA 114 2" round amorphorus nylon Olympic locking plate for use with Manufacturing N.T.B. fasteners with I" Group, Inc. head N.T.B. Plastic Plate 3" round PA 114 3" round polypropylene Olympic stress plate for usc with Manufacturing N.T.Q. fasteners Group, Inc. - N.T.B. Plate PA 114 3" round galvalume AL» Olympic plate for usc with N.T.13. Manufacturing fasteners Group, Inc. Olympic Fastener PA 114 Insulation fastcncr Olympic • g 12 Manufacturing Group, Inc. Olympic Fastener 414 Olympic CR Basc Felt Fastcncr and Basc Sheet Disc Olym 'pie Fastcncr PA 114 Insulation fastcncr Olympic Manufacturing Group, Inc. PA 114 Insulation fastener Olympic assembly for Basc Sheet Manufacturing fastening only • Group, Inc. • PA 114 Insulation fastcncr Olympic Manufacturing Group, Inc. Raul Rodriguez Product Control No.: 95- 0502.04 Product Olympic Polypropylene 3.25" round PA 114 Fiberglas Test Dimensions Specification Olympic Standard 3" round PA 114 various PA 110 Paroc Cap Board various PA 110 UltraGard Gold Rawl 2" Plate Rawl 3" Plate l itc Rawlite 3" Plate 2100 - Modified All Weather Flashing Ccment Aluma- l3ritc No. 120 various PA 110 2" round PA 114 3" round PA 114 PA 114 3" round PA 114 PA 121 9 Product Description Polypropylene plastic plate 3" round galvalumc AZ5S steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalumc AZ55 membrane platc 3" round galvalumc AZ55 steel plate Insulation fastener for ccmcntitious and gypsum decks 3" round galvalumc AZ5S steel platc for use with Rawlitc fasteners 1, 5, 55 ASTM D 3019 Rubberized all- weather gallons, also (Type 111) and flashing cement. trowel available in D 3409 grade, modified adhesive. 10.5 ounce caulking tubes. Fibratcd aluminum roof coating. Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Olympic Manufacturing . Group, Inc. Olympic Manufacturing Group, Inc. Owens- Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. , The Rawlplug Company Inc. Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Test Aaencv /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current Insulation Fastening Requirements Fire Classification Compliance ASTM D 5147 ASTM D 5 147 Test Reports I0 Report 28013 FMRC 1994 RI 190 97457 -4 97 -457 -2R Raul Rodriguez Product Control No.: 95-0502.04 Date 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Materia[ Design Pressure Wood -60 psf Steel -60 psf Concrete - 135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classi fications. - - I1 Raul Rodriguez Product Control No.: 95- 0502.04 Membrane Type: SBS Deck Type 1: Deck Description: ' / or greater plywood or wood plank decks System Type E(1): All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Nlaximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated Base sheet mechanically fastened. Product Control No.: 95- 0502.04 One or more plies of GS Glas Base, GS Flex-1 Glas Base, Flex-1 Glas FR Base or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq.. One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch adhered to the base sheet. (Optional) Install one of the following: 1. 400 lb/sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 gal.sq.. -45 psf. Class 'A'; see General Limitation #2. 1 :12; scc General Limitation a r3. GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 35 Raul Rodriguez SPEC: NO. FR-2=3, For use over nailablle decks . !i: If',:j 444Sia ': :;∎ ∎il ?: i� {::. {�.:,�i�fef�l ;;7(�i;i' '� ;iiiSiY n:Jr�l ti Membrane: One of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll roofing. Summary of Materials: Per Square Feet GLASBASE Base .Sheet (I ply) :::.:23 Ibs. Type.111 Asphalt Solid Mopping .: ; 25 Ibs.. FLINTLASTIC roll roofing (1: ply) .100 Ibs: Approximate Total Finlst e d Weight 148 Ibs: ithout •surfacing 266 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Continued Membrane: "Flintlastic STA ", - GTA'. "GTA Black Diamond" or "GTA White Diamo , fused. Surfacing: Gravel. 3. Deck: C -15/32 Incline 1/4 Base Sheet Type G2. mechanically fastened. Membrane: "Flintlastic STA". - 'GTA' - , "GTA Black Diamond" or "'GTA White Diamond" kt fused. Surfacing: Gra 4 Deck: C- 15/32' 'Ad joints blocked with 2x4 "1. Base Sheet Type 62. nailed. Membrane: - Flintlastic GMS', - CMS Premium" or 'GMS Black Diamond", adhered with kq roofing asphalt Surfacing: Gravel 5. Deck: C-15/32 Incline= 1/2 Insulation Celestas t -Tec . 2 in. min. joints in insulation must be offset 8 in. from jo,,, deck, mechanicsfy fastened Basic Sheet Type G2. mechanically fastened or adhered with hot roofing asphalt. Membrane= a Fbndastk GMT'. "GMS Premium' or "GMS Black Diamond". adhered with roofing Ihtt Surfacing: Gravel 6. Deck: C -15/32 Incline: 1/2 Insulation Cebt.s "Ny -Tee', 2 in min. joints in insulation must be offset 6 in. from joints is deck. mechanically fastened Base Sheet Type G2, metcharticany fastened or adhered with hot roofing asphalt Membrane 'FTindastic STA', 'GTA', 'GTA Black Diamond or 'GTA APP Whit. Diamond heat fused. Surfacing= Gravel Gass A - Fully Adhered 1. Deck: NC !nine= 1 Vapor Retarder- (Optional) Type G2 - Glasbase" base sheet or UL Classified vapor retarder. Insulation: (Optional) One or more layers or combination of the Iofowing: Uluagard Pr.rninr, poyisotyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet One Isya of Typo G2 "Glasbase base sheet Membranac On. toyer of "FUntlastle GTA 13/4 so or -1 soa GTS" (modified bitumen), heat fused or - FIlndastk GMS' hot mopped. Surf oolong APOC'No. 212 Fibrated Aluminum at 1 -1/2 gal. 100 sq/it 2. Deck: NC Intl - use 3/4 Vapor Retarder (Optional) Type G2 'Glasbasa` bas. sheet or 1)1. Classified vapor retarder, lnsufatbrc (Optional) One or mote layers or combination of the following: Ultrsgard Premier, DoAnsocyanwet.. watts. glass fiher or wood fiber insulation. Dos. Shoot One Byer of Type G2 "Glasbas. base sheet Memabranee Ono layer of "FBntlastic STA (modified bitumen), Mat fused r. Su rfocing: Xarnak No 97 Fibrated Aluminum; at 1 -1/2 gal pot 100 sq/ft • Docks C.131.2.3.. inclines 1/2 Insulatiorc (Opdonn9 M 'tlhr * Premier; pofyisocyanurate. wood fsbaboard. p nikTaii►g is+t bbei +ite+i s �lfifcfii Base Shoot Ono C or more'pf srW rGysbyt... h wpb tw.mechanically fastened. Membranes One.py,o!>7A adassio FA" pisodiflid het 1 'nnopp.d Ii placed:::=:' 4. Dock NC" - ' .. - tMid, tdsekri.s. glass ne . W ter, wood fiber. hot mappod or mechanicslly Bas. Sheet Type 62, medtankspy fastened or hot mopped Membranes :Fflndasdc GTA or STA; Mat hood. Siwfadn He incline/ Co. Co. - Homy 520 Aluminum". applied at 1-1/2 gat/sq. 1/4 insulatlort= (Opdonsq Glass fiber. Weft or wood fiber board Incline: 1 Ply Shoot Type 62. mechanically fastened . Mennbtrann "FBntlasda STA "GTA; 'GTA Black Diamond' or "G7A White Diamond'. boa• fused Surfacingt Karnak Chunks! Corp. "Xsmak No. 97". 1 gaVsa. 8. Deese NC Incline 1 lnsulatiore Poiylsocyanural4 glass fiber. pads., wood fits., mechanically fastened or adherd with hot roofing asphalt, any thickness. Base Shoot Typo G2, mechankaly fastened or :Whored with hot tooling asphalt Membrane 'Ftindastla GMS". "GMS Black Diamond' or `GMS Pnmlum ". adhered wide Ihd roofing asphalt. . Surfachsic Karnak Chemical Corp. "Karnak No. 97 Fibrated AMnipum Asphalt hoof Co.d it ■ 2 -1/2 gal/sq. 7. Deck: 415/32• Itnc11na 1 '¢g joints blocked with 2o4's. • Insulation Glass fiber. perlite. 3/4 in min. joints in insulation must be offset 6 in. from joints in deck. mechanically fastened Base Sheet Typo G2, mechanically lstened or adhered with hot roofing asphalt Membrane, - Flintlastic GM5 adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. 'Karnak No, 97 Fibrated Aluminum Asphalt Roof Coating 2.1/2 gaVs0. 8. Dock: NC incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhere with hot roofing asphalt, any thickness. Base Shoot Type G2, mechanically fastened or adhered with hot roofing asphalt. • Mombrano: "FBnda5,ic STA ". "GTA", 'GTA Black Diamond or "GTA YVh;te Diamond ", he ROOFING SYSTEMS (TGFU)- Continued Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ". 3 gaVso. polyurethane. Incline: 1 lt 1pxU ; N n: {Optional) Perl;[e. glass fiber, pOulethane, iSOGyanurafe, phenolic combination ;so eyanutate /perlite. polyurethane /perlite or wood libel. any thickness. hot mopped or nailed. Membrane: "Flintlastic STA ". - GTA ", - GTA Black Diamond - , ' GTA White Diamond ". •GMS ", "GMS -5M7. "GMS Double Coverage" Of "GMS Premium", heat fused or hot mopped in place. Surfacing: Grundy Industries, Inc. "al MB Aluminum Roof Coating" at 1.2 gal/ Q. 10. Deck: C•15/32 Incline: 1/4 Insulation: (Optional) Any thickness polyisocyanurs glass fiber or partite. mechanically las- lined. joints in insulation must be offset 6 in, from joints in deck. Base Sheet Type G2 base/ply sheet mochanically fastened or hot mopped. Ply Sheet Type G2 base/py sheet mechanically fastened or hot mopped. Membrane= 'Flintlastic STA'. 'GTA White Diamond' or "GTA Black Diamond". Surfacing: Grundy's "a1 MB Aluminum Roof at 1 to n scs j1 Deck NC Insulstion (Optional) Poyisocyanutsta, glass Fiber, perlite, wood fiber, any combinations, any thiekness, mechanically fastened Base Sheet Type 62. "Res►Fglas'" or - Flintlastic FR Bas.. mechanically fastened or adhered with hot roofing asphalt Membranse 'Flintlastic FR-P", - Flintlastic Premium FR-P", "Flintlastic -FRIG' or "FIindsstic FR Cap", adhered with hot roofing asphalt InGine: 1/2 12. Deck: C-15/32 AB joints in deck blocked with 2x4 lnsulstlon: (Optional) Poyisoeyanwats. glass fiber. perlite, any combination. any thickness. mechanically Iasten.d. Base Sheet Typo G-2, mechanically fastened or adhered with hot roofing asphalt Membrane= 'Flintlastic FR.P", 'FRnWstic Premium FR-P" or "Flintlastic- FR/G adhered with hot roofing asphalt 11 , peck NC Inclinec 1/2 tnsutatiort (Optional)EPS, any Ihicknass, covered with 1/2 in. min perlite or wood fiber. me- chanically fastened Base Sheet Type G2. mechanically fastened or adhered with hot roofing asphalt Membrane "Flkndastie Fite 'Flintlastic Premium FR-P' w - FFindastic -FR/6 . adhered with hot tooling asphalt Inelln.e 1/2 14 Deck: NC lnsulstloat Polyisocyanurete. glass fiber. partite, wood fiber. any combination. any thickness. mechanically fastened Base Sheet Type G2 or 'Flaxiglas , adhered with hot roofing asphalt Ply Sheet "GS Poly -. adhered with hot roofing asphalt. Membranet'GkIS'. adhered with hot roofing asphalt. Surfacing: Karnak Chemkst Corp. "Karnak No. 97 Fibrated Afunhinonn Asphalt Roof Coating at 2.1/2 gaVaq. tr+eltn.e 1/4 IS. Decks NC insu)ations (Optlonah Poyisocyanurate. glass fiber. partite. wood fibs. any combination. any thickness. mechanically fastened or adhered with hot roofing asphalt. Base Shoot Type G2 or "Fies-.gIas . mechanically fastened or sdhei.d with hot roofing as. phah. •. Ply Sheet (OptlonaI Typo G2 or "F1.siglas : mechanlcaDy lastanod or adhered with tot root. hnti aspha Membrac 'FRndssda GMS . 'GMS Pr mlum :"GMS Black Diamond or 'GM3 Whit. Dia. mood . adhered with ha roofing .spMlt Suiisdng: Asphalt Products 02 Corp. APOG40D Sunbrita , 3 gsWs4 td. Decks 415/32 Inc Irma 1/4 insulations Glass fiber. peat.. 1 Iti min. jolitls in Insulation muss be offset 8 it. flint joints in 1 Base Sheath ealglas : mechanically fastened or adhered with tot roofing as- Phan. Ply Sheet (Opdona9 Typo G2 or "Re 4 gl»; mechanical,/ !assessed or adhered with tot roof. Membranes "Fllntlastla GMS'. "CMS Pnmm fu". "CMS SBS Black Diamond" or "GMS SBS Deck m White Diaond". adhered with hot roofing asphalt - 17. SS acting: Asphalt Products OB Corp. "APOC -400 Sunbsi t . 1 g / s 2 Vsq. Insulations (0pdon•1) Pdhisoeyanurato fie. glass fiber or wood fib*, any thickness. Mo• thsnkally fastened or hot mopped in plat., Bass Shoot One or more layers of Type G2 or "FiesJ -gt» . mechanical fastened or hot mopped in place. Pi/ Shoot (Optional) One or more layers or Typos 61. G2 or "Flaaiglas . mechanical Jas• • toned or hot mopped in place. Membrane: - Flintlastic GTA, - GTA Black Diamond", 'GTA White Diamond' or "STA'. heat fused, Surfcing: Karnak Chemical Ca Na. " 97`. applied at 1.1/2 gaVsq. Deck a NC incline: 1/4 Insulation: (Optional) Per glass fiber, mechanically fastened or hot Topped in place, 2 In. max thickness- l Base Sheet: One or more layers of Type G2 "Flex- 1 . mechanically fastened or hot mopp in e. Ply Sheet: he (Op One or more layers of Types G 1, 62. "Flex- i-glas" or "G5 Poybase - . mo- thanical)y fastened or hot mopped in place. Mombrano: "GTA". - GTA Black Diamond, - GTA White Diamond - or - STA - , heat fused. Surfacing: APOC No. 212'Aluminum Coating. applied at 1.1/2 gal /sq. ROOF COVERING MATERIALS (TEVT) 267 Job Address: 112 0 a G. 101 ST. Contractork, G /, � /hooky Process No. APPENDIX 'E' ,/ 123.01.186 9/94 Base Sheet: Fasteners: METRO -DADE UNIFORM BUILDING PERMIT SECTION 11 BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: F 1a 1- Pi od : 1 i 01 13, ?Li A Manufacturer of Roof System Assembly: G' S Rnokl q M oA S-: < c1 Poo- Product Control Approval Number: 0502 . D q System Number from Product Control Approval: F K - 2 3 (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. ) Ply Sheet(s): Cap Sheet: Asphalt: ( 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: 11.2 0 N. E_ 10/ Sr Contractor ' � , ' Process No. (Check of the following) Recover Re -roof: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTME907 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: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Nip New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y N Ply Sheet(s): 1 ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 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: (1.3 )( N Base Sheet or Ply: e \ ex C.c1�' �.� 9' r . c:\-- (Type and method of attachment) •� 1 a.`' 0.c . o,V 4 4-- (o'o. e_C;ri_.ki`e( S CCc fre.rj Job Address: 11 fJ , E - 101 T , Contractora 4%1 ce.f .2 `.J q Process No. Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) (Type and method oj attachment ) p r, k* Ici x 1— . c_ F R.evr e , cre.c_ ¥o c e Flashing Materials: (k S1 `l 5 Built -Up Applications and Modified Bitumen Systems Page-3 Job Address: 112.0 0,e jp j ST • Contractor Q t 1;CID{ - Process No. r I _ inches T inches T 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 ".) Ply Sheet(s): iJ I n Fastener. 1 ‘C S‘% c. , k vac:. k (i/base sheet meth attached)) Base Sheet: c t • Surfacing: ►-) i (br caM.) e, Top Ply: F : Bonding Material: Bonding Material: 01 i3 Bonding Material: N ► Pr (ifbasr sheet bonded ) Fastener: 13 1 s ((/top insular on layer meth. attached) Top Insulation Layer: A:) I Y} ((f applicable) Bonding Material: t3 Y} ( /top insulation layer bonded ) Fastener: (.) ► t� (lf insulation mech. attached) Insulation: 01 n- Bonding Material: tJ I }q (I/Insulation bonded) � Vapor Retarder. 10 111 ((/applcabir) Primer. •) 1 t (((applicable) DECK: Type: L& . 0 0 A_ Gage or Thickness: \`(.( Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 OG. kcvs • Job Address: 12.0 tJ ,. F . t 01 ST • Contractor a , I } X4,, Process No. PERIMETER DETAIL #1: Parapet Wall D etail Coping Cap Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: 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: LO O p �: ST 1� 0 Lt 51 Le Sketch Roofing Components which 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: l l ZO t3 . F'_ 1 0 I Sr. Contractor PERIMETER DETAIL #3: 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: a Fastener ` Spacing: • 1 o.c. Clip Type: k V Clip Gage: ,a ► hr Deck Type: 1J7 U OA. r\ff 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: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6• Job Address: 11'7 0 Al. E I n1 sr. Contractor PERIMETER DETAIL #5: 'Other' Detail ;,, Process No. J Sketch Roofing Components which make up Roof System Assembly at any 'other Perimeter Condition which may eicisit. 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 #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: 11X.0 E 10I Si. ContractorO rx,r Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert W /A ") Also insert applicable information pertaining to the building below. (See ASCE 7.88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline?: Basic Wind Speed at Building Location: Building Condition based on —Y 110 mah % of Openings: GROUND LEVEL /a feet R feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: 111.0 tJ , r. tot Sr ContractorQ,., , Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled " which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) I a r3‘ o s 4 0 • C. C_Cirniu S T �X l tk e�e rs 5s � BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 WORK DESCR PTION el rak1Vt bilumen Square Ft. 1r() Signature of owner Date: _ 331 APPROVED: Zonin PERMIT APPLICATION FOR MIAMI SHORES VILLAGE reroof; tile; 1e squares_ or Condo President My Commission 'Expi re s :4 =omen Commission E , state of 20, 1 �lY Commission Expires May 20, 1994 onaed thni PICHARD Ins. Agsnoy Mechanical Plumbing_ ' Date 4 5 Job Address < / 4 ! 4.17 e r , G ie / < Tax Folio // 12 D6 // 1 $ f Legal Description `5 ,7 1 :6jl jt/D Owner / Lessee / Tenant Mr. 6 Mrs. Dennis Persaud Master Permit ��,3 �7�� Owner's Address 1 \ rkO 1 E I O l SAt e d Phone Contracting Co. James Dentico Contracting, Inc. Address 1485 N.E. 129 Street Qualifier James L. Dentico SS# Phone 305 - 756 - 6553 State # CGC01375° Mun i c i pal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN St 4 Estimated Cost(value) tC) ) 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 co ractore to do the work stated. Srgnatuze Date: 3 Notary _ co , Owner and /or Condo President Nota,, `as; � on lac My Commission Expires: ** * * * * * * * * * * * * * * * ** FEES: PERMI aPIM RADON C.C.F. _4 NOTARY TOTAL DUB - 4TO Fire Other Buildin y Electrical Contractor or -0wner; Builder Engineering r Owner- Builder MAR-30-93 10.29 FROM: COLL DAVIDSON PERMIT NC STATE OF FLORIDA: COUNTY OF DADE THE UNDERSIGNED hereby gives notice thal irnprcvernents w!ll be made to certa real property, and in accordance ...an Chapter 713, Florida Statutes, the following information is prov in this Notice of Commence ni. t 1. Legal deSdription 01 proper, and street address n 1 /1;1,c-}r 2. Description et impro.iement, ed€04 7 %- 0 - 3. Owriefs, name and address interest in properly - - Name and address of tee hpie titienoider: 4. Contractor 5 name 8 address Jernes Dent 10 EE BiEcer Ecu1evar Mimi Flcir 5. SLrety.(Payment bond required Dy o,re rom cont-eicto - !ny) Name and address. Anno..:nt o! hond name and adds: Persons witnin the State of Honda deslgriated by Owner up v whom notiofis or other documents may be serveot as provided Settlon 713 3(1)r,a)7., Florida Statute, Name and address El in additotir, to rprnsiif, Orar de&ignates t.e fol:ow.ng person(s) to receive a copy of the Lien' S :•..ct.ce as uor 713.13(1)(h'i. Flofid,t1 Statutes Name and address. 9. Expiratdn date dt this Notice of Commencement. ;the expiration date is 1 year from the date of recording unless a different date ,s specified) et dwr.e to and suOsonted efore me this C1 day of No:a PuLC NOTICE OF COMMENCEMENT TAX FOLIO NO 11 3OS iq ) 9 ! c r . r . m Ion wow!!! Public, stet* tr: 4k 6oneed thP MCk.1040 .AY CTA opir2. coultt O.: OE y cfriliFy /hi; .7 t.. a As #.• .,.• 41 dcy / W 7 • i.: • • OA:' C.ta is a sr= 'aft-m.1.'4r • ID: 3053747298 93R 157629 1993 MAR 30 09 t4.,7 PAGE /P 1,1" _ Thw • t e rA v° 3 - Pri rr:z n';1 NC z nefe.r hi 14 Si-or-2. 19._ gAlaiS • PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date ri /P/ Job Address ///,e) ME /O/ (fT,G /,1 � �G -�. Tax Folio � /1 /0f,7 / Legal Description Owner / Lessee / Tenant / '7 `'119 V eKM1.5 2te< ( /,Zo NEE to/ ofirr„ r Owner's Address Contracting Co. / Qualifier 0 ,� //r ss# , Phone &X- 1,�561r J 373 -. State# Competency p Ins.Co. Architect /Engineer 4 Levinso Address /04 75 51W r78 S • No; 3d05 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGt; WORK DESCRIPTION _ C.Yii/S Square Ft. —' Estimated Cost 15o.00 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 of Owner and /or Condo President Date: Iotary as to Owner and /or Condo President ly Commission Expires: k * * * * * * 'ERMIT FEE: APPROVED: Fire Zoning Building Mechanical Plumbing Address Master Permit # P ero Phone 156 - 12-56 Signature of Contractor or Owner- Builder Date: Notary as to Contractor or Owner- Builder My Commission Expires: E * * * *, * * * Other fig,, ". Way Puhlit, Stole of arlda 64 eumilitssioo Ex7171 Plot , �3?�iiea �u iv r . u,�„ . 1941 Electrical c .ot n t. Engineering Mr. Lubien, HAND DELIVERED Mr. Frank Lubien Building & Zoning Dept. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 July 5, 1991 Re: Permit for trellis situated at 1120 N.E. 101 Street Please find enclosed architectural drawings for a trellis situated at the above address. Also enclosed are the application for permit, my check #1212 in the amount of $42.50 (forty two dollars & 50/00) which represents the permit fee and a copy of the section of Miami Shores Building Code which describes trellises. Should you require any additional information regarding this matter do not hesitate to contact me. /Enclosures Very truly yours, Ruth A. Persaud (Homeowner) § 225 MIAMI SHORES VILLAGE CODE § 225 (b) Any porch, so long as it remains unenclosed, may be framed in wood construction of a structural strength not less than that required for comparable parts of the remainder of the building; (c) A carport, every part of which is situated to the rear of the building and between the prolongations of the side lines thereof, may be of other than the foregoing construction, provided that all parts of such carport except any fabric covering, shall be of a structural strength not less than that required for comparable parts of the main building; (d) A covered passageway, with sides unenclosed, between a main building and an accessory building may be con- structed of other than the materials first listed above ; (e) Flat roofs are permitted on additions to existing pitched -roof structures providing: (1) A cement or tile roof is not practical, and this shall be determined by the planning board ; (2) The addition shall not exceed fifteen (15) per cent of the ground area of the pitched roof section of the exist- ing buildings, or a maximum of three hundred (300) square feet, whichever is greater; (any existing flat roof sections shall count against allowable new area); (3) The addition is not visible from the front elevation of the building on an inside lot, or is not visible from the front or side streets elevations on a corner lot ; (f) All roofs having an incline of less than two and one -half (21/2) inches per foot shall be constructed of build -up roofing material and gravel and shall require the ap- proval of the planning board as being harmonious with other buildings in the proximity thereof ; (g) Trellises, arbors, and pergolas: A heavy framework of cross timbers in an ornamental openwork construction of woods serving as a protective scteen, not to exceed Supp. No. 18 892 0. • § 225 Supp. No. 19 2 APPENDIX A— ZONING § 227 in height the roof eave line on a single -story residence to which it is attached, or not to exceed ten (10) feet in height on a detached structure; in rear yards. not to exceed more than twenty (20) per cent of the area of the yard; with minimum setbacks as follows: Front yard, twenty -five (25) feet, side yard, ten (10) feet, and rear yard, five (5) feet, to be designed by a regis- tered architect and constructed of one of the following: Pressure- treated Southern pine, cedar or redwood; with minimum timber sizes as follows: (a) Support columns —four (4) inches wide by four (4) inches deep, (b) Main support beams — Nominal cross section of sixteen (16) square inches. (h) This subsection shall not be construed to permit the erec- tion of chickee huts, which are prohibited. (Ord. No. 403, §§ 1, 2, 7- 18 -78; Ord. No. 417, §§ 1, 2, 4 -1 -80; Ord. No. 433, §§ 1, 2, 10- 20 -81; Ord. No. 450, §§ 2, 4 12- 21 -82; Ord. No. 461, § 1, 12 -6 -83) Section 226. Nonconforming building or use. A building or use that does not conform to the regulations prescribed in this ordinance for the district in which it is located but which was lawfully in existence at the time of the adoption of the regulations to which it does not conform. Section 227. Parking lot. An area of land used exclusively for the standing of motor vehicles other than as an accessory use. 892.1 STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss' Disapproved (Signed) MIAMI SHORES VILLAGE / ° °-'° APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement (it ore 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. Ow'ner's Name and Address Mi. Pe.f 3cAUP Registered Architect and /or Engineer Name and address of licensed contractor.. .. al_..gt Location and Legal description of lot to be built on: Lot .,( Block.... Street and Number where work is to be done d. /taZ ) State work to be done and purpose of building (by floors ) /�Oi�!) .. :.....y..�L.!��� �. u Building Inspector BUILDING INSPECTION DEPARTMENT Date .. _ No. E StreetL0 Citair:nan \Icrr.bcr Member .. .. Council Approved NOTE: A charge of S1.00 will be made for making corrections the Planning Board. A re- inspection fee of 31.00 will be charged materials anti /or workmanship. c3/70 u Addition Repairs Member Member Member Date Disapproved 41:1. =Ty ••t1T�T[ /� PLANNING BOARD DATE or changes to this application after approval Notary Public, State of Florida My Commission Expires _ Subdtvision.!L /...g .!! ...l1StY....1. /a f V g 0 9 and for no other purpose. New Building Remodeling To be constructed of Ki4d of foundation Roof Covering Estimated Total cost of improvements S. / 00 Amount of Permit S. Zone cubage required .Plan Cubage Distance .to next nearest building.. Size of Building Lot —.. ........ _ .... ....................._........_ Mtaxirnum 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 Sup clement, 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 in tion on the site of •the work such public notice or noticcs as are required by the Act. The undersigned agrees to employ only such suv or., on ork be rformed under pcnnit, as are licensed by Miami Shores Village. Remarks (Signed).... No. of Stories 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. .1- Date �/ rr sPA p Read, Sworn to and Subscribed before me. Date. Date has hero obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the 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 ON /2 ,1970 Owner's Name and Address ii_be H)PIE No //Jo Street iVE / 57 Registered Architect and/or Engineer Name and address of licensed contractor. Nett& rti PO HWC- . I (- ' - 301 i i i W Sr /1/M hAtil a, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1120 A" 1 7 State work to be done and purpose of building (by floors) RE-I?oof oe4va.. eNti -- /3 X9: 0 1-y3 a - IS > 04AvEL 7 and for no other iurpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering ale 11 1 E L Estimated Total cost of improvements $ 7.2-., 00 Amount of Permit $ -‘, 00 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 5968, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such contract! on wo o be performed und permit, as are licensed by Miami Shores Village. Remarks. Disapproved Date ( Signed) V YL STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 1.72-ST Date / Z - 7c) Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building nspector 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.