Loading...
166 NE 101 St (7)Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date orrection Re-Insp'n Fee 'MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Build g Inspection Request Da(, NO /? Qe u 757 - 03ed- :MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �X Buildng Ins ection Request ,, '- 7. Correction Re- Insp'n Fee Date Type Insp'n Permit No. n 6J / jj0 CZ �I Name Address �-- / � /)&/c9 aite Company Phone# /J 03IJ Inspection Date a c APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3-26-01 Job Address 166 N . E . 101 Street Tax Folio Legal Description ( ' / Tenant ( 1 L y ) f /, Q e-i/ Master Permit # Ownez's Address 6 6 U l � � Phone — 9-5 ( - 5x 0 Contracting Co. duality Roofing Que Carlos Arocho WORK DESCRIPTI'.ON 1/2 inch insul ply4, srfacing Repair ares on Square FL 5 s q • gnature of owner ; . pr Condo President Notary as to • ! er and/or Condo President My Commission Expires: FEES: PERMIT State # RC 0 0 5 8 6 2 7 Municipal # 114 A.. / i4A..4116 _ MARYLOt HERNANDEZ MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 4,11(#:8711%i Notary Public linden/afters Contractor, Inc. Address 13800 N.W. 1st Avenue ate RADON C.C.F. Historically Designated: Yes No SS# Building i Z � ( Competency # 17889 Phone 751-0382 Ins. Co. Architect/Engineer I Address Bonding Company , Address Mortgagor Address Permit Type (circle one): ILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Tear off flat roof to wood deck, tin cap base sheet felt, instal tion board, mop on with type III asphalt two (2) layer of type G1 to be mopped on with type III asphalt one layer of ruberoid. tile roof and repair broken tiles. Estimated Cost (value) $ 2,20.0.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDF OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a penult to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all wo will be performed to meet the standards of all laws regulating construction in' this jurisdiction. I understand that separate permits are required for ELECTRICA PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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 regulati construction and zoning. Furthermore, I authorize the above - named contractor to do the work stated. Signature of Contractor or • er- Builder Date Notary as to C t tractor or Owner- Builder My Commission Expires: NOTARY Electrical Prw' NiAf1YLOU HERNANDEZ : MY COMMISSION # CC 68C <<t .• - EXPIRES: October 10 ' Ocrrieti Mai Notary Public Una... BOND TOTAL DUE Mechanical Plumbing Structural Engineer Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 0 t,a \-, t)r) "(I etrri 41/Job Address: )(0c0 t. F ►0 ROOF CATEGORY ( L o w Slope Application) ❑ ( Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE �� ❑ New Roof Re- roofing ❑ Recovering td Repair ❑ Maintenance Flat Roof Area (ft) . c Sloped Roof Area (ft') — c� - Total (ft') S Master Permit No. Exposure category (per AStE 7 -88): L Building Classification category (per AS E 7 -88 table 1): 10' Ft. Ft. A r t � 91/(°6t1 u j Y// ���� ��' E wa 4 Sh' - -. r 1 Deck type: w1. 1 t; ( o ROOF HEIGHT AND SYSTEM DETAILS It Fastener Type: 1 4-6 ShanL l'1oi SPACING (Draw details as needed) 11 Field:11 D Perimeter:(o f).C,. Corner: le R O \c DETAIL 1 & 2 ROOF PLAN 129.01-78 4/89 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: Underlaytuent: • uulatlon: Of 12" ROOF fLOPg D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description Specific System Limitation . c) eneral Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: X X (Aer• amic Multiplier): Mg: PCA: 1;• = M (Pmax2: X X (Acrodynami ultiplicr): jvl - . = M rZ . PCA: (Pmax3: x a, (Aerodynamic Multiplier . - M . = M : PCA r3 Page -2 APPENDIX. "F" 66 A•-E. /l / C���_" REQUIRED OWNERS NOTIFIC.\TIO\ FOR ROOFING CONSIDERATIONS ..e%s it pertains to Appendix "F" it is the responsibility of the roofing contractor to provide the owner v:itlt tltc required roofing permit, to provide the owner with this appendix and to explain to the owner tltc content or this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern MI the ntinint..: requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contra tor. The owner's initial in'the adjacent box indicates that the itcm has been explained. Aesthetics-Workmanship: The workmanship ovisioits of P P Chapter 34 are for the prfto ;c o f providing that the roofing system meets the wind resistance and water intrusion performance star.da-d ;. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such ns color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Renniling Wood Decks: \Vhen replacing roofing, the existing ■good roof deck may have to be renai'ed it accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roof.: Common roofs are those which have no visible delineation between neighbori:t� nits (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 \vo to be performed. j/� •1. Exposed ceilings: Exposed, open beam ceilings are where the underside of th roof e viewed from below. The owner may wish to maintain the architectural appearance, e, roof c , .n be penetrations of the underside of the decking tray not be acceptable. The SFBC provides the opt of n aim: in n.I this appearance. Zkv- cause eater to Ponding Water: The current roof system and /or deck of the buildin1 may not a and accumulate in low-lying .. tot dram well end n..� P (accumulate) ) 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 stay not be evident until the original roofing system is removed. Ponding conditions should be corrected. J J . Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is n,: overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this dis :I•..r,e if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in a :cordan;e with Chapter 23 of the SFBC. rno•.�: through ti:•; i::i:�•t,. !'i 7 Ventilation • : Most roof structures should have some ability to vent natural ai '., ,. - of the structural assembly (the building itself). The existing, amount of attic ventilation shall no: be red:: :cd. I: luny be beneficial to consider additional ventin`, which can result in extending, the service life of the root. �A. The owner may contact the Miami-Dad,: Miami-Dad,: artme p ` tt fo ' • County Consumer Services Dc rt :r•i1:: information regarding the above. 0wncr's /,- Sianalurc O Date Contractor's Siietnaturc M1�-0AOE 'PRODUCT CONTROL NOTICE OF ACCEPTANCE G. & Corporation 136TAIps Road Wayne Your application for Product Approval of :: GA F Ruberoid Modified Bitumen Roof Systems For Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the ri�t.ht to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails t� meet the requirements of the South Florida Buildin�2 Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 A pproved:07 /06 /2000 1N,1 07470 Raul Rodriguez Chief Product Control Division TI-IIS IS THE COVERSHEET, SEE ADDITIONAL ('ACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CO:NIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster(' buildingcodeonline.eom kte JMIAMII -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE. COMIPI.IANCF OFFICE METRO•DADE FLAGLER BUILDING 14() WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305375.2901 FAX (305) 375.2908 CONTRACTOR UCE. sa G SECTION (305)375.23:7 FAX (305)373.255S CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAN (305) 372.6339 . rancisco . Quintana. R.A. Director l of 55 Miami -Dade County Building Code Compliance Otlicc Homepage: http : / /www.buildingcodeonline.com CAF MATERIALS CORPORATION Cate4 Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibcred Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #7510 GAFGLAS #80 UltimaT't Base Sheet GAFGLAS Ply 60 GAFGLAS Flex PIyT`t 6 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Rooting SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Dimensions 5, 55 gallons 60 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons I, 5 gallons 5 sq. roll 45 Ib. roll Test S )eeification ASTM D 41 ASTN1 2 of» 1 2 2 7 ASTM D 2S24 ASTM D 3019 ASTNI D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM 62178 Acceptance No: 0000 -0,08 Approval Date: July 6. 2000 Expiration Date: November 06, 2003 Product Descri Asphalt concrete primer used to promote adhesion of asphalt in built - up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roots. Fibcred aluminum coating. Refined asphalt blended with a mineral Stabilizer and fibers. Permits its adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Frank Zuloaga, RRC Roofing Product Control Examiner GAF NIATERI:\LS CORPORATION Acceptance Nu: 00- 0331.01 SYSTEtr,1S: Membrane Type: Deck Type 11: Deck Description: System Type A(I): SBS Wood, Insulated. New Construction or Rerool 3: " or greater plywood or wood plank Anchor sheet mechanically titstened, all layers of insulation adhered, with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening, Fasteners Fastener Laver Type Detail No. Per Board Density (see RAS 1 17) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRC'Y 2, GAFTEMP ® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEtMIP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEtNIP Composite N Minimum: I" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMND Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTE!\IPOO High Density. \Vootl Fiber, GAFTEMP Rccovcrl3oard Minimum:'' h" x 4' x 4' N/A N/A Approved Type(s): Wood Fiber, GAFTEMP CD Fiberboard Minimum: '' / :" x 2' x 4' N/A N/A Approved Type(s): Paroc ,Minimum: '// " x4'x4' N/A Approved Type(s): Perlite, GAFTEMP O Perntalit ivlinimum: '/4" x 2' x 4' N/A Approved Type(s): Fiberglas Minimum: 1) /16 "x 4'x4' N/A N/A c N/A N/A Approved Type(s): Permalite Tapercd Roof Insulation, GAFTEMP ®Isotherm Tapered Minimum: 'Vs " x 2' x 4' .N /A N/A N/A Approved Type(s): Tapercd Isotherm R, Tapered Isotherm RA, Tapercd IsotheruiRN, GAFTEi\11' Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapercd Minimum: ' /�" x 4' x 4' N/A N/A N/A N/A 15 of 55 N/A N/A N/A N/A N/A N/A N /r\ N/A N /A N/A N/A Frank Zuloaga. RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Note: All insulation shall be adhered to the anchor sheet in full ntoppings of approved hot asphalt within the EVT range and at a rate of 20 -40 1bs. Please refer to tilianti -Dade County Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top laver placed with the polyisocya nurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENTu perforaded laid dry or a layer of GAFTEMPO 1'ERVIALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Base Sheet: Ply Sheet: Membrane: Surfacing: GAFGLAS® Ply 4®. PIy 6.0, GAFGLAS Flex Ply "" 6. #75 Base Sheet, GAFGLAS #30 Ultima "' Base Sheet, STR, \TAVENTd. Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing 01'9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #30 ULTIMA "' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY G®, GAFGLAS Flex PIy"" 6, GAFGLAS® STRATAVENT® Perforated(Iaid dry), RUBEROID Modified Base Sheet or RUBEROID® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate 01 40 lbs. /sq: (see General Limitation i:4). (Optional) One, two, or three plies GAFGLAS PLY 4 0, GAFGLAS® PLY 6 ) PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID® 20 , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Rubcroid® Mop 170 FR. Rubcroid Mop Grnule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLA17J.cJ. fully adhered in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. Maximum Design Pressure: -45 psi (See General Limitation #7) Maximum Fire Classification: See General Limitation #1. 1vlaximum Slope: Sec General Limitation #1. Specification No.: 16 of 55 Acceptance No: OO- 033I.0;t Frank Zuloaga, RRC Rooting Product Control Examiner CA1 MATERIALS CORPORATION WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4uD Flex Ply" 6 and Ply 61i: when used as a mechanicall> fastened base or anchor sheet. 2. ''/ Type X gypsum .board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I Fire classification is not part of this acceptance, reli:r to a current Approved Rooting Materials Directory for fire ratings of this product. 3 Insulation may be applied in multiple layers. The first layer shall be attached in compliance ccith Product Control Approval guidelines. All other layers shall be adhered in a full mopping of • approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of' the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may 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 sidclap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a ,Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with TAS 105. II' the fastener value, as lield- tested, is below 275 Ibf., insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within the 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 Re�,istered Enuineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from tMlian)i -Dade Protocol TAS 105 and calculations in • compliance c' ith Miami -Dade Rooting, Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculatedin compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter Hailers metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS III and the wind Toad requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. licld,.perimeters, corners). No rational analysis, nor extrapolation shall be permitted For enhanced Fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corners). limitation Is specifically r ... :.h.:.- this NOA, General - . _ applicable.) 54 of 55 A eptance No: ( 1 .08 Frank Zuloaga, RRC Rooting Product Control Examiner GAF F M.ATERIALS CORPORATION 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 Aceepf,iiRx No. (111-03.31.0x NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has bee Tiled and the original submitted documentation, including test supporting data. engineering documents, are no older than eight (8) years. Any state alndatll approv d shall be permanently labeled with the manufacturer's name. city. g statement: Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if. a) There has been a change in the South Florida Building I,r g the evaluation of this product and the product is not in compliance with the code cha n` b) The product is no longer the same product (identical) as the one originally c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, sighed and sealed the required documentation initially submitted. is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami - Dade County, Florida. and followed by the expiration date may be displayed i n advertising literature. I I any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection, at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga, RRC Rooting Product Control Examiner 172 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation: One or more layers perlite, glass fiber 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid • Torch ", . (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop (smooth or granule) or "Ruberoid Mop Plus" (granule).. Surfacing: "AL MB Aluminum Roof Coating" at 1-2 gal /sq., 9. Deck: C -15/32 Incline: 1/2.,'; Insulation (Optional): One or more layers perlite, glass•fibe r 3 /4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base SheeY', hot mopped or mechanically fastened in place. ' Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing '(Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion of 3 gal /sq. ' 10. Deck: C -15/32 • Incline: . 112; • Insulation (Optional): One or more layers perlite; glass fiber, 3/4 in min, isocyanurate, urethane, perlite/ isocyanurate . composite;, . perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", . hot mopped, or mechanically fastened in place . • Ply Sheet: One or more layers .of., Type G1 " GAFGLAS Ply 4", or "GAFGLAS Ply 6" hot mopped in place.. Membrane: "Ruberoid Torch 170FR" (granule)., Surfacing (Optional): GAF Fibered Aluminum :Coating at 14/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. • 11. Deck C -15/32 • Incline: .1/2 .. Insulation: Isocyanurate, 2 in. min., wood fiber, perlite, or glass fiber, any thickness, hot mopped or mechanically fastened . in place. Joints offset 6 in . . Base Sheet: One or more layers of Type, G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened'in place:' • ''• ' Ply Sheet (Optional): One or more layers of Type G1"'GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). -• • • • Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /s or GAF Weather 'Coat Emulsion at 3 gal /sq. 12. Deck C -15/32 - Incline: 1/2 , Insulation (Optional): :Isocyanurate, perlite or glass fiber' any thick- ness, hot mopped or mechanically fastened in place.. Joints,offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type Gl " GAFGLAS Ply 4 ", or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board;: perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place.'Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place.. . Ply Sheet (Optional): One or more layers of Type GI " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). • Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. . 14. Deck NC Incline: 1/2 . ' Insulation (Optional): Isocyanurate, wood fiber board,: perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. • Base Sheet:.. One or more layers of. "GAFGLAS #75 Base Sheet'.', hot mopped in place. , Ply Sheet (Optional): One or more layers of "GAF. GLAS Ply 4" or "Ply 6" hot mopped in place. .. • ., • • , Membrane: "Ruberoid Torch 170FR" (granule). • .. ' Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum .Coating at 1 -1/2 gal /sq. 15. Deck C -15/32 Incline: 1/2 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR.THE UL.MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type. GI, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 .. • • Incline: 1/2' Insulation (Optional): Perlite, fiber glass, isocyanurate,. urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically . fastened. plPly ace. Sheet (Optional):. One or more layers of Type .G-1, hot mopped in . Membrane: • One layer. of "Ruberoid Torch" or "Ruberoid. • Mop" (smooth). ' Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline:1 Insulation • (Optional): Perlite; fiber . glass, .wood fiber isocyanurate, urethane, perlite / isocyanurate composite,or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. • Ply Sheet (Optional): One or more layers Type G1, 'hat mopped " in place. „ Membrane: One layer of "Ruberoid Mop FR ".or "Ruberoid Mop' 170 FR" (granule). - 18.. Deck NC Incline: 1/2 • Insulation (Optional):, Perlite, fiber glass, ;wood• fiber, . isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. . Ply Sheet .(Optional): One or m' Oayers of Type G -1, hot mopped in place. Membrane:. One layerof "Ruberoid .Torch" (smooth), "Ruberoid Mop" '(smooth). , • • , . • Membrane: One layer of "Ruberoid Torch .170FR", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). • .: . , 19. Deck NC. Incline: 1/2 Insulation (Optional): • One ' or more layers of perlite, glass fiber isocyanurate,:urethane, perlite iiso'cyanurate composite or phenolic, any thickness. • ' Base Sheet: . One or. more plies Gl or G2, hot Mopped or adhered with Karnak Chemical Co.., "No. 81" or .Gibson -Homan "No. 6160" ..cold: applied adhesive at : 1-1/2. gal/sq.. " • • •Membrane:. One layer of "Ruberoid Mop. FR" or "Ruberoid Mop '170 FR" (granule), hot mopped or adhered with•Karnak Chemical Co. '.'No.' 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C- 15/32 _Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). • Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck C- 15/32. .Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite; glass•fiber any thickness, hot mopped or mechanically fastened: Base Sheet One : or more plies of Type G2 •"GAFGLAS #75" or "Ruberoid 20 FR" base sheets,. hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck C -15/32 • . Incline: 1 •:. • Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. :.:. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically. fastened. • • Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane:. One or more plies of "Ruberoid 30 FR ", hot mopped in place. • 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): • • Fiber glass or perlite, mechanically fastened. Base Sheet 'One or more layers Type G2, hot, mopped or mechanically fastened. • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / 11 Date (I 0 5 Job Address l G' ' ' ( 0 ( Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address Contracting Co. �vy OW r/ Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL r---.)1 PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 5Q✓1- ( / ci � c th / 1904- roo . P0,5,119 ✓e� Acev� & Fier ier i wood, U 49 ✓1 - 9 trot tt/11 LA/71K IN k i ) -C' Pct; Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: My Commission Expires: FO FEES PERMIT ‘D RADON APPROVED: Zoning Mechanical Building • ■sir 14 Address Phone Electrical Master Permit # 4/s-J o ? ;1 -5 ar� . L I71* 8 3° 40/-/D. 7 Date No : as to Contrac or Owner- Builder Date i TOTAL DUE 5 S Plumbing Structural Engineer Date O Job Address/66 ME-- Tax Folio Legal Description Lessee / Tenant A.4_41-AV AA Owner's Address Phone 75 704 ,, /+ / �- �i��l�� Addre+ D J d. q eo Cl l %sC.0 SSE / Phone 79 Contractin Qualifie State 6 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION '-/ iii{, -�- ‘ ell* ` �/�" ■ ea �� 42.1E itag,1 e��� �/ �? �� 5 S Ft. 9 Estimated Cost(value) 9/ © WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ction and zo ing. Furthermore, I authorize the above -named contractor to do the work stag . 41W 0 ) , n$ture of owner and /or Condo President Si Dat Notary= My Co' ** * APPROVED: PERMIT APPLICATION FA MIAMI SHORES VILLAGE "O er a00 I[do President :• `IVY fission Expires 11/2/97 0:'�` commission #CC 327872 * * RADON C.C.F. Zoning Buildin Mechanical Fire Master Permit # Address ntractor or ignature o Date: AOSI ��HnuUh • � Notary 1$� �B er- Builder My C � � onmeq tssion Expires 1112/97 ,4 � �`' °' M � Commission #CC 327872 * * * * * * Plumbing er- Builder NOTARY TOTAL DUE 1�'V ** 1 1 Other Electrical Engineering NOTICE OF COMMENCEMENT 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 Commencemen,I. 1. Legal description of property and street address: - - / k• � 57 ,�/�/ / 2. Description of improvement: l/ /�C� £i�'/ /�;�1�� �i�l Gli� // ?gam T.Z./ 3. Owner(s) name and address: / � /6 /v �i /©/ Interest in property: Name and address of fee simple titleholder: \tractor's name nd address: 5. Surety:(Payment bond required by owner from contractor, Name and address: Amount of bond $ 6. Lender's name and address: Notary Public I. • _�• My Commission Expires 11/2/9 7 Print Notary's Name =+ ' °� p ' �' � Conumicsion #CC 327072 My Commission Expires: 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: 9. Expiration date of phis Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) I - p0,0 4a�.PJ - SI natu a of Owner 1 Pr Owners Name , 3 M 1 i-�n . w (; 9 r '-f .......... Sworn to and subscribed before me this - O day of dL'"�, 19. 9j�... - e COUtavi 0 � +tia of AI OF anev attire Oct dile to if any) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents m by Section 713.13(1)(a)7., Florida Statutes. Name and address: 94849 1621 1994 OCT 20 13:36 Address: / A 5. lor O Job Address: Contractor: 1. General 2. Documentation APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the.wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: Two (2) copies of the proposed tile systcm assembly's and associated roofing component's Product Control Approval(s). • One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. • All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the following): ❑ Nominal 1 /2 Plywood (for rc -roof only) O Nominal s / a " Plywood A Wood Plank f " ❑ Other (fill in) Roof Pitch (fill in): 3 ". 1 " 1L Process No. Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7%z ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courscs of tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than '/ which is mechanically attached to the sheathing with not less than one nail per 2 ft'. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A al for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing componcnt(s) manufacturer's published, application instructions and othe& literature no Is the proposed underlayment approved for use with this tile system assembly? no Job Address: Contractor: Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Tile: Tile Name: Manufacturer: Tile Material: ❑ Clay . Concrete ❑ _ Other: Mortar or Adhesive: no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rim nk, corrossion reisistant nails)? no Product Control Approval Number: /GI.ri/6/2 Check Check one of the following which apply to the proposcd tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 ❑ Mortar: Manufacturer: Mixing Ratio: ❑ Adhesive: Type: Manufacturer: Process No. Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of thc following which apply to the proposed tilt fasteners (for the first three courses) for use with thc proposcd tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: ❑ N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subscctions 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if appliciblc) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. Underlaymcnt: The following information is required to confirm compliance with Scction 3403.5(b) of the South Florida Building Code. Job Address: Contractor: Underlavment (continued): Check all of the following which apply to the proposcd underlayment for use with the proposed tile system assembly: ❑ ASTM #30 asphalt saturated felt with: 0 19" overlap O 6" overlap 5. 4" overlap 7(we 1/ 60a0A ❑ Other: Manufacturer: ❑ ASTM #15 asphalt saturated felt with: Manufacturer: ❑ Mineral Surfaced Roll Roofing with: Manufacturcr: ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Type: Length: Manufacturer: 1O 7i7ZW O 19" overlap O 6" overlap O 4" overlap O 19" overlap O 6" overlap )ic 4" overlap Check one of the following which apply to the proposed underlayment attachment: ❑ Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 / tin cap: Length: Manufacturer: Mortar or Adhcsivc Sct Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: a " o.c. /Z Laps: /2 " o.c. Related Accessories: Edge Metal (refer to Scction 3408.2 of the South Florida Building Code): Type: )e /) Dimensions: 3 X.3 Gauge or Thickness: Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions sct forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. • Adhesives (check one of the following): ❑ Cold Adhcsivc: Type: Manufacturcr: ❑ Flashing Cement: Typc: Manufacturer: Process No. 07Z fuifott Job Address: Contractor: Process No. Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(c)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in ❑ Soffit: Type Size in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Notc: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: Ridgc Venting: (ifapplicable ) Dcck: Type: / Thlcknut: _yt Undcrlaymcnt: 14 3 Contractor: Undcrla �d—/17r /,* 1 / Fastener: '/ r /v 3 ,. Roof Pitch 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 FILLIN APPLICABLE ROOFING COMPONENTS \VI IICI1 MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Roofing Component not used in Tile System Assembly, fill in with "N /A ". ) Head Lap Dimension: Z- " (minimum 2' unfree otherwier 1peeifled in the tile eyeiem eteermhly Product Control Apprcvol) Mortar /Adhesive: Tile: Existing or Proposcd Soffit Venting: Process No. 79p� Att 66- Tile Fastener: 7/M Edge Metal or Gutter Fastener: / / / /y,4LT Bird Stop: (II applicable ) Edge Metal or Gutter: Job Address: Contractor: BUILDING INFORMATION 111 Job Site Identification: Mortar or Adhesive Sct Tile Systems Page - 6 Process No. Ridge eight: Eav eight: Roof Mean Height fcct fcct WPfect /off ;/Older 11 ?c insert Building Ridge Height, Eavc Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: M 1- lurricancc Occanlinc?: Y N Basic Wind Speed at Building Location. Building Condition based on % of openings: (See Table 9 ofASCE 7 -88) Ground Level 110 mph Job Address: Contractor: Process No. -9e6 ►7 =i0" 0 '�. J 3iftkv o 1 BUILDING INFORMATION 112: Roof Plan with Perimeter and Corner Dimensions Job Sitc Identification: Mortar or Adhesive Set Tile Systems Page - 7 Skctch Roof Plan, indicating all dimcnsions, slopes and any roof top cquipmcnt. Also insert variable labeled "a" which rcprcscnts perimeter and comer dimcnsions per Chaptcr 23 of the South Florida I3uilding Code. (See ASCE 7 -88 Fact Sheet Attached) 1 N G N /5"-/o" /0, 1 v Job Address: Contractor: Process No. The undersigned certifies that the Mortar or Adhcsivc Sct Tile Systcm Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE My commission expires: Before me this day personally appeared 6i44 0 who, being first duly sworn, deposes and says that all information submittcd herein is true and correct. Licensed Co ractor / Owner nature Sworn to and subscribed before me thisa0 th day of Pte_ 1 ir. Notary Public State of Florida Mortar or Adhcsivc Set Tile Systems Page - 8 '';`..'hi TFlOPOLITAN DADS COL..TY, l= Lon IDn I,iETR00ADE !N Chairman Bert tttttt S. Iti,rthun' t'IreChdir„uu, 1LO. Law„'r •1lr,nberT Rwmbl A, Annex Arias t;,wq;r llrrtld 7luunn► Al. mark L.wrrnrr iI. llur,wl Ted Irrhli► /J.t,„r Woman John Call 1:dunr,lu ].'rar! lu,gr .h• rd li.rrr.•ale 11. Cnrhnn llearr Arnold 60h/own Richard Al. lldnun Llnnrri Lr, ►l, John Lbulhlron, Steven Lu,cr Jntrph Maher. Sr. Jame, !barer • ►1iui,an Run Amanda M. lll;u n,nNU„ ,l„rrbdrk Alfred Iiii,bw/ Rudy Irllllnnll meant Consultant Jule, 1'LUurinn Stall Cln,rlrt Danger .Sandy *Web Gil ci 14_I 617:0 Monier Roof 135 N.W. 20 Boca Raton, APPROVED: 1.7G6T '0 'cIcJ L" ilSdD.U.0 T C 011T ROL_IIOTICE_OLACCIIEMICE T1.).o Strot P1. 33431. ACCEPTANCE No.: _2 2 L4. .2.J) (i APPROVED : -April 13J 1222 , EXPIRES t Jaci1._.iJ4 1995._ .14 .,si, •%a ,r ,IC METRO -DADE CENTEfl OOAr1D OF IIUI,E2 AND APPEAL SUITE 10IQ 111 N.w, tot STRUT, MIAMI. FLORIDA 331211•10/4 (305) 375.2911 (305) 375-2612 Your application for Product Approval Of y#sggttard II nit; Conrr_Ui Rf T.J.e Par. 1),Lrect_lailiaa ardor Sections :CGS' -und 204 of the South Florida Building Code overning the use Alternate Materials and Typos o1~ Constz'ac'.ion, and completely described in the plane, specifications 'ar►d' calculations,Mrs submitted by A.f?t 1_.1 S=1: , A.Q rt g f.l,Qtj r t hy_;1 . r ]'gin rcns_u1s�.�_nu_Dri:,�,u ors ,.1 >wc.�at:cst_%i_:4.4 2c_.__.Cc.t><a.t,rt ?' h in let: rc h T boC<<t n .4a.....1..0 cary....Ro.Q_L_mile °to..1.. art. tort . .!lade ';pec1r.1.Csl1A.L2n has bee accepted by Product Control under, the Spf,CLfic rindltionuii se forth on pager 2 -2a and the Standard Ccr,dit:ions on Pacio 3' Gil,,Diamond, Pri>'dudt Ccntro1 Super: it or• . , . • TUTS is 1J1E CO 1:ItSHEM_,__.SEE_AD ITIQNAL_PACES E011 _52111 1e AND c;ENBrtA . CON UTIONS . .. , " r1 itD c?r rtuLE:i nND IaPP { S. • 1lO r' *EACCEETIIN.C.F This application for Product Approval has boon accopted byl the Metropolitan Dade County Board of Rules and Appeals to bo Used in tho Incorporated and Unincorporated area of Dade Count under the conditional sot north above. Charloa Dangor Secretary Metropolitan Dada County Board of Rules and Appo Is Cntn 1J ?JJ11•(014 : t•IO :IJ M�2x11.Qr._.j3i14 T 1 n ACCEPTANCE No . t APPROVED t 1. This approves Vanguard 11 ifl.at, concrete roof ,the for a direr; nail -on system on a minimum roof slop() of '4" In 12 ". This' direct nail -on system .shall be limited to installations of 75 feet. Above existing grade. • 2 . SidigifjaaIlcuia.i. Vanguard I I Flat concrete tilo is 16 1/2" lox:. by 13 1/0" ' W`1'Ce 1 1/0" in thickness at the htttt end.. Each tile heo 1 3/0i interlocking side leap. They avoragc wol.ght of it tile to 12.. 1/ pounds. 3. IllstAlLatiaal Each tile is attached, to a fully sheathed 19/32" . or 5/0 "' ' thJ, .k sheathing grade plywood dock i, YE cl w.131r AT4A1 `'potlr:d-Milih' I] lsnprovrtt%t'ocl61 with two 1Ocl common hot dip galvanized stain nails. Tho nails tiro driven through the 3/ 16" .diarnn4er na1.1. Jtole to within 1/16" of the surfaCo. Each course_ of tile 'is instc:llec utilizing a 3" head lap.�_� ,, a , . , • p, �•. � O5 -9P3 . , . 1 4. ly Cnntr1,. Tho manufacturer shall rota n ervieas o ,nn indoponder , testing laboratory to maintain luali.ty control, 'Tort shall bf per. formod on a minimum of five tiles during production of 'ctompp t i tile for strength according to :Section 3403 o'x the South 1'1p:...4da Building Code and for moisture Absorption According•to ASTM C. Tout; samples shall be selected by a laboratory according to A 3 1'M D- 3665 -02. Results shall•bu Submitted to Dade County Product Control Section every n.Lnoty days. Test reports shall he a description of the tile by material and color, i.e. clay, red C cI HU 0:: :3 CGGT •a •.��iu EXPIRES I S. C1i I'' ACC GP .T I 1l1C E t . SPE T FT C__. =N -2- t'26. ctit• _7.1 it Diamond, P. Product Control Division Supervisor • 2 an tinn 13 call : C « t'C4.111 IloOL22 ACCEPTANCE No.: .9171 S. Mr r All tilos shall hoar the imprint of tho Inhnul:acturer.'s name Anil tile designation, i.e. vanguard 11 Flat, to permit idontifir.atic in the field. G. This product must be rte - evaluated for structural adequacy when; Chapter 23 , Su s©ction South Florida .n Chapte>: , ., � Code. 7. This renewal supersedes Notice of Accoptanc9 No. '90••0922.2 ::i.te December 12, 1900. t' d 11') TS: :CI EGET 'U NO TIU OF_.A ' Cr Srr YFX C9 NDI T T Q Na -2 a - tr::6 . C,:t •':t .:. :1 APPROVED EXPIRES 1 ,_Apr 11 13, 1m t X11 a�` Gil amond, P. Product Control Division Supervisor anus 1J :JD 11.101.1 : Roof Slope FIeId Nailing nail every tile Eave Course nail and cll • Perimeter" nail every the 3:12 up to & inc. 12:12 over 12:12 nail &clip' nail &clip' nail &clip' Roof Slope Field Nailing Eave Course Perimeter** All Pitches nail and clip' nail and clip' nail and clip' Root Slope FIeId Nailing Eave Course Perimeter" All Pitches 2 nails & clip 2 nails & clip 2 nails & clip NAILING AND BATTEN REQUIREMENTS ISSUE DATE: APRIL 1, 1991 SOLID SHEATHING METHOD IN HIGH WIND & HURRICANE AREAS INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY UP TO 80 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET (see note) Schedule "A" INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY EXCEEDING 80 MPH UP TO & INCLUDING 110 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET (see note) Schedule "B" • Note: The use of two nails per tile Is an alternative method of installa- tion to a nail and Gip for schedule "A" and "8" only — Note: Perimeter nailhg areas include three tile courses but not less than 36 Inches from either side of hips. ridges and edges of eaves, gable rakes and mice roof protrusions. NOTES: In Dade and Broward Counties only: 1. Direct Deck Tile Applications a) 2 -10d nails per tile on 1 plywood is acceptable up to 35 feet above grade. b) 2 -10d nails per file on %" plywood is acceptable up to 75 feet above grade. 2. Batten and Tile Applications a) For batten installation use 8d nails 18" ro 24" on center. b) For file use 1 -12d nail and one Monier hurricane/ storm clip per tile, acceptable up to 55 feet above grade. SALES OFFICES: ARIZONA Phoenix 602/269 - 2288 CALIFORNIA Corona 714/737 -3888 Stockton 209/982-1473 (VI MONIER FLORIDA Ft Lauderdale 305/485 -9940 Lakeland 813/665 -3316 HAWAII Ewa Beach 808/682-4523 MARYLAND Baltimore 301/335-8822 NEVADA Henderson 702/564 -8453 GENERAL OFFICE: P.O. BOX 5567. ORANGE. CALIFORNIA 92613. 5567.714/750.5366 INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY EXCEEDING 80 MPH UP TO & INCLUDING 120 MPH ROOF HEIGHTS EXCEEDING 40 FEET Schedule "C" NOTES: 1. All tiles shall be attached In accordance wtth the Building Code or as set forth above, whichever is morE restrictive. GENERAL REQUIREMENTS: 1. The heads of all field tile shall be nailed with minimum hot - dipped galvanized or approved equal as indicated below Schedule "A' —one 10d nail or two 10d nails as require: Schedule "B" —ale 12d or Iwo 10d nails as required. Schedule "C" —two 10d nails. ' 2. The noses of all eave course tiles shall be fastened wit a nail and a Monier storm/hurricane dip. 3. All perimeter courses, where required in the above charts, shall be fastened with a nail and a Monier storm/hurricane dip. 4. All rake tiles shall be nailed with two 100 minimum hot - dipped galvanized or approved equal. 5. The nose of all ridge, hip and rake tiles shill be set in a bead of approved roofers mastic. (Not required for sealed systems) 6. Those pieces of. tile too small to nail in the hip and/or valley areas should be set In approved construction adhestyes/mastic and/or wired. 7. The installed weight of the concrete tiles must be a minimum of 9 pounds per tile. 8. For slopes exceeding 7:12 battens are required. OREGON Salem 503/363-3500 TEXAS Dallas 214/299-5233 WASHINGTON Tacoma 206/581 -3666 CANADA Sofreyc B.C. 604/888 -2998 Or os .c.do xiowlParoloaaaorona"al*Maw sprawl a4gaous arovoww 1M anal laanooMtl4M use •ilia!alNwasa. go goal Cd+octal ".alnp curacln a aM,r0410/t • MONIER VILLA, ROLL, MISSION 'S' AND FLAT (Slate, Broomswept, Shake, Country Shake) TILE installation Specifications These specifications are designed u a manageable guide to be used by roofing contractors, installers and code officials. Architectural format specifications are available upon request for the requirements of specific projects. Requirements of building code(s) applicable to the area of installation may differ from the information herein and should take precedence over these specifications. (Please contact Monier's Customer Service Department for the Installation Guide showing recommended drawings and detail for tile and felt application.) MATERIALS Tiles 1. Villa, Roll, Mission •S' and Flat roof tiles manufactured by Monier Roof Tile, Inc 2. Tile factures - Hip starters, apex, ridge, hip and rake tiles. 3. Surface finish - Smooth/slate, broomswept, shake, country shake. 4. Approximate weight -10.0 lbs. each 900 lbs. square (3" headlap). 5. Tile meet or exceed all waterproof requirements for absorption and permeability as well as break strength and freeze thaw requirements. Underlayments Single-ply system. Note: Minimum underlayment recommendations are listed below. Check with local codes for local requirements. 1. Organic Type I commonly called 430 base sheet. - OR - 2. 740 mineral surface roll roofing felt commonly called 900. Two -ply system. 1. Organic Type II Commonly called (No. 30) or (30#) asphalt felt, and 740 mineral surface roll roofing felt commonly called 900. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3" wide. Conforming to ASTM D -173. 2. Inorganic - Asphalt impregnated fiberglass membrane, min. 3' wide. Conforming to ASTM D -1668. Nails 1. For tiles, tile fixtures, hurricane clips and hip milers - corrosion resistant min. hot dipped galvanized or approval equal. (See Technical Bulletin 7B for proper fastening patterns). 2. For standard roof deck (felt and flashing, )-min. 3/4' galvanized roofing nails. Metal }lashings Min. 26 gauge galvanized G -90 coated, corrosion resistant conforming to ASTM A-525 and A -90 or approved equal. Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonrycemeat Type M conforming to ASTM C-91. 2. Portland cement - Type 1, conforming to ASTM C -150. 3. Masonry cement - Type M, conforming to ASTM C-91. 4. Sand - uniformly graded, dean and free from organic materials, conforming to ASIM 4144. B. Mixes - Type 'M' mortar, conforming to ARM C-270 (2 -1/4 to 1 sand/cement ratio). 1. Blend high strength masonry cement with sand until desired mix ratio is achieved - OR - 2. Blend equal portions of Portland and masonry cements, with sand until desired ma ratio is achieved. C Integral color -fast synthetic asides to match tile color. Eave Closure 1. Prefabricated EDPM synthetic rubber con- forming to ASTM 41156. 2. Metal - Min. 26 gauge galvanized G-90 coated, corrosion resistant conforming to ASIM A,52S and A -90 or approved equal 3. Mortar for use with mineral surface roll roofing felt only (color optional). Adhesive/Sealant/Coating 1. Asphalt plastic roof cement - aonrunning, heavy body material composed of asphalt and other mineral ingredients conforming to ASTM C•282'_. Type IL 2. Cold process liquid roof coating conforming to ASTM D -3019, Type II. 3. Structural bonding adhesive conforming to ASTM C -557 or D-3498. 4. Hot steep asphalt conforming to ASTM D.312. 5. Acrylic sealer for pointing exposed mortar (optional). Lumber 1. Sheathing - material to conform to APA min. standards for min. 112' plywood. 2. Wood milers - pressure treated in accordance with local code requirements. Felt System 1- Single -ply unsealed system. a. Nail or staple drip edge metal along eave and directly on top of roof deck. Fasten 6' O.C. within 112' of inside edge. Lap all joints min. 3' and terminate min. 4' up gable ends. After felt is completed continue metal up gable ends in same manner or wrap and cap nail felt onto barge boar and seam with tin tap or cap nails approx. 6' 0. b. Apply full width roll min. type 43 asphalt coated roofing felt down center of valley areas. Secure felt at edges using tin -tap or cap nails mac. 24" c. Cover roof deck with min. type 43 asphalt coated rooting felt. Secure using tin-tap or cap nails taaL 12* O.0 along headlaps. Apply each course with min. r headlap. Lap end joints and hip/rids min. 6'. d. Weave felt through valley areas and extend approx. 4' up wall abutments to ensure water tightness. (See Tile Application Section and/or Installation Guide for options with ewe detail) 2. Valleys. a. Install either preformed closed valley with min. 2.112' high mater diverter or preformed open valley with two min. 2112' high center diverters min. 16' wide with 1' metal edge returns of appradmately 30 &pees b. Lap joints min. 6' and apply a sealant or separator sheet for corrosion resistance. c. Seats with propose made metal clips over edge returns and nail to every other batten or the sou through metal strap of dip d. Trim metal at valley /ridge junctions and install lead soaker Meets to provide waterproofing by dressing lead down onto valley flashing. Turn or sides of lead to provide a water diverter. e. Cut to sae a lead skirt underneath eave end of valley to provide water run-off when needed where valley terminates onto a lower roof plane. Dress lead down onto field tile. 3. Wald Abutments - Preformed flashing for use under tile or optional lead flashing over tile. 9. Rake ale - Secure each tile using two 10d H.D.G. nails to penetrate framing min. 3/4' after installing first and last row of field tiles at verge. Cut head of first rake tile to abut second course of field tile and position inside edge into flat portion of field tile. Where field tile takes contact with rake tile. point in mortar to match tile finish. Maintain constant hcadlap. 10. Wall abutments - Miter cut tile approxr. from base of wall and secure full pieces using top right side nail hole only. This will avoid nailing through deck flashing. Small cut pieces should be set in small bead of approved adhesive. An optional lead counter flashing may be dressed down onto tile min. 4" to provide a completely watertight joint or fill all voids with mortar. 11. Roof protrusions - Cut tile to accommodate all roof penetrations. Fill all voids with mortar and point to match tile surface. 12. Acrylic sealer - Apply to exposed mortar as required. 13. Tile replacement • Break out damaged tile, remove existing nails and seal holes with plastic roof cement or drive -in existing nails with flat bar. Apply min. 3/8' wide bead of approved adhesive along exposed head of tile in lower course and set replacement tile in position to ensure proper contact. 14. Roof trafficking - When absolutely traverse roof, walk on the tile headlap ( in a horizontal or diagonal fashion. Mortar -set Installation (recommended foi min. code required roof pitch up to approximately 7:12 roof pitch). It is not recommended in areas subject to freeze/thaw. Commonly applied to a 30/90 hot mop system. (Mortar bed is approximately 4 - 5 lbs. dry weight per tile). 'Iivo -ply sealed (30/90 hot mop) system only. 1. Eave Treatment - Select rubber, metal, wood raised fascia. a. Rubber closure - Apply front face of cis ure flush at eave edge for Villa, Flat and Roll tile, 1' from cave edge for Mission 'S' tile for a max. 2' tile overhang. Adjust accordingly to accommodate up to a min. 3/4' overhang. Secure using min. 3 nails per closure strip long enough to penetrate through deck min. 3/4'. Install one section at a time, prior to tie installation to determine correct alignment by using notches provided in closure. Closure to sit behind tile weatherchecks. b. Wood starter strip/raised fascia - Secure min. nominal 2 X 2 P.T. starter strip along eave edge or raise fascia board approx. 1-112° above deck. Install ant- pondIng metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6' O.C. prior to installing undertayment. c. Metal closure - Apply front face of closure flush at cave edge. Secure using nails 12' O.C. d. Mortar - Apply mortar horizontally along cave edge, insure enough mortar is used to elevate the eave end of tile on profile with the rest of the roof tiles. Apply min. 3B' weep hole flush with roof deck min. 1 weep hole per tile. 2. Starting at lower left corner (facing down roof) set tiles in min. 10' length mason trowel full of Type 'M' mortar placed vertically under right 10. side flat portion of tile (with point of trowel facing up roof - recommended not mandatory). Position mortar from head of tile in previous course towards bead of tile being set to facilitate proper bedding. Set tile in stepped course or vertical fashion maintaining consistent hcadlap. Cut/break tile to form straight edge at center of hip/ridge or to meet wood milers. Tire overhang at eave should be min. 3/4' max. 2'. Saw cut tile at finishing gable to avoid application of mortar to exposed roof areas. 3. Nailing requirements in addition to mortar (local codes prevail) - a) for mot pitches 4:12 up to but not including 6:12 and elevations up to 55 ft. fasten each tile in cave course with one 8d min. HDG nail in nail hole closest to overtock. Seal nail penetrations with plastic roof cement; b) For pitches 6:12 through 7:12 and elevations up to 55 ft. fasten each tile in cave course and every third tile in every fifth course with one 8d min. HDG nail in nail hole closest to overlockk c) For pitches greater than 7:12 and elevations up to 55 ft. fasten every tile with one gelatin. HDG nail in nail hole closest to overlock; d) For all roof pitches at elevations greater than 55 ft. fasten every tile with two gd min. HDG nails. 4. Valleys - Select closed or open valley. a. Closed valley - Miter tile to meet at center of valley. b. Open valley - Chalk parallel lines min. 2' on both sides of valley center. Place mortar beds along outside sJge a' Una and miter the to form straight border along lines. Point voids to flush finish. —OR— Place min. one 2 :4 board on edge down valley center and apply continuous bed of mortar along edge of board. Cut/break and set tile min. 1' to male 4' from board. Line of mortar to be consistent throughout valley. Smooth and form mortar to matab tile contours. 2) Separate board after initial set by Biding trowel along both edges. Remove board and point to finish (lightly sweep with brush or broom to match broomswept finish tile). 5. Hip and Ridge Nallers - Secure with 104 H.D.O. nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tub using one 84 min. HDG nail driven into nalier in addition to edge bedding of mortar or Monier peel and stick tape. 6. Hip and Ridge Tde - Set over field the in continuous edge bedding at mortar lapping each tile min. 1'. Point and finish to match tie surface. 7. Rake The - Secure each the using two 104 H.D.O. corros ion tint nails to penetrate framing min. 3/4 after installing fiat and last row of field tiles at verge. Cut head of fiat [aloe tie to abut second costae of field tile and position inside edge into Art portion of field tile. Where field tub makes contact with rake tile, point in mortar to match tile finish. Maintain conseast heatWp. 8. Wall Abutments - Qit/brak tie to fit adjacent to wall base. Place mortar along base of wall to fill any small voids between tile and wall and to provide consistent line along wall Point to match tie contour. 9. Roof Protrusions • Cut the to accommodate all roof penetrations and fill all voids with mortar. Point to match tile surface. Acrylic Sealer (optional) - Apply to ehpoeed mortar as required. 1L The Replacement a) Full removal - brew out damaged the and existing mortar. Rr underlayment if necessity. Set replace me tile in new mortar bed. Prohibit any roof traffic for min. 72 hours. b) Tile removal (. . (small areas only) break out damaged ro: the and brush dean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately replacement tile in place. c) Individual lc. tile - elevate loose tile and apply min. 3/8' wide bead of approved adhesive on head tile in course below. Immediately set loos tile down into adhesive. 12. Roof trafficking -When absolutely neoessa to traverse roof, walk on the the hcadlap (overlap) in a horizontal or diagonal fashi Refrain from vertical movement where passible. 0 1992 Monier PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) / Job Address /66 4/,`L", . w/ Tax Folio / /.5ae /5 M9 / Legal Description �M Master Permit # Az© fa Owner's Address / , phone Owner / Lessee / Tenant Contracting Co. ,gQ4,vL Address 7 2. 9 8 4/ • / ' ; Qualifier C . � 076, SS# phone 2 6 " //! 2. State# Competency# /4L Lj 3 5 ) Ins. Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRI PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION -1 .J 4h cz, Q ee ems. Square Ft. (o Estimated Cost 5 — D 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. 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. Sign Date: d.Qi L.t,,l/ C 41d' No ry s to Owner nd /o and/or Condo o President My ommission Expires: PUBLIC. STALE OF FLORIDA yr * * IY COMMVION EXPIf S APRIL 4i, 1992 BONDED T RU SIEMBLER -ADAMS & SWEET Fire PERMIT FEE: APPROVED: Plumbing of Owner Owner and /or Condo President Signature of Contractor or Owner - Builder Date: as to Contractor or Owner - Builder My Commission Expire NOTARY PUBLIC. STATE OF FLORIDA * * * T4 COMMISSQN EXPIRE APRIL 161 BONDED IHRU SIEMRt.ER -ADAMS & SWEEI Other Zoning Building # )/) Electrical ge Mechanical Engineering Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Ce° Dat i( le ,az. � � Owner's Name and Address S- i- 'No._ __I (n F] Street 1 Si Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ' 6(0 L.1_E _LQ_l State work t done and .puqose of building (by floors) and for no other purpose. Remodeling Addition Repairs No. of Stories New Building To be constructed of Kind of foundation Roof Covering ` 1 L- . cam. Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _________________ __ ______________ _________________Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection n the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on . . _to_ • : ed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE._ ss. APPLICATION FOR BUILDING PERMIT C - 56 E■ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 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 ° i 71 g _ Date � j i Sit? Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. Date has been obtained from for inspection or faulty �pt c arce a o °v `N'co.,d d ildet � tljete4� d t ye p7 s{ oon a p ri c es p na e bo auna am acot ats to tar a11s t hata, s °i e 41°n 's W o w xxek- e Ui1a, '1105.s pe�,co�' sP c °t �e c °rhe�ieT S ° o in S m en on at v7 ljet °n gs stat k is r °t d a o9 hetebY ees. dta `a the `rr e ntd � a�� d is t'n the set pe t <a d a t t Z �. • �ett „ALDER .ep sign vJ� k co apts of e ? ° 1 a� erin9 s agents e of i la stv'o�i eby e esd k 1 �e issn O : ` tot all Bet <io stttc ),StY 1n °Onsi and as5otfle his p ,.� "�, 04 Ye � y , owe d. vstaet JOB INSPECTOR MIAfI SHORES VILLAGE, FLA. Si ADDRESS D INSPECTION TIME READY °`� REMARKS: N:' 7247 DATE 1"3 C 'S d Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. / • / Date /� ( %/ ` „ Owner's Name and Address (9CO/Zee AL- No /L Street / � /7 Registered Architect and /or Engineer /'�/ Name and address of licensed contractor...4..°Cl /� /'40o 4 1 , Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done /6 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT State work to be done and purpose of building (by floors) New Building Remodeling Addition f Repairs. To be constructed of__.� / >',' Kind of foundation Roof Covering � `, 4- Estimated Total cost of improvements $. / 7/P0 Amount of Permit $ Zone cubage required .Plan Cubage • Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, -on work to be, performed under this permit, as are licensed by Miami Shores Village. ,r P Y g �'� Y� �� °<' Remarks (Signed) __� /Z9 r / 1 .r STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary publil MIAMI SHORES VILLAGE, FLA. peared and who, being by me first duly sworn, upon oath depot of the above described construction, that he has carefulll therein by him states] ark true. Permit No i o T Date Disapproved , � Date (Signed) •i Building Inspec Chairman Member Member ... Council Approved NOTE: A charge of $1.00 will be made for mall• the Planning Board. A re- inspection fee of $1.00 will be charged wh materials and /or workmanship. ANNING BO Subdivision ,; - / / " 4 ADDRESS _ / 4 ■6 / . G , INSPECTION — 7`r TIME READY REMARKS: INSPECTOR ti p e/1 • and for no other purpose. No. of Stories O a _ l®/ 0 N? 7258 DATE ?' - l BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE. FLORIDA 0 O DATE u • 195 ❑ PERMIT 10 619 Contractor's License No. ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot 1 r Description Bl Address of Building 1 Subdi- vision Value of Project $ t• ' Amount of Permit $ permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto cmd with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed .._ ., BY ; INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by eitherfinyself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY e�� MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address STATE OF FLORIDA, COUNTY OF DADE. ss Ptp Registered Architect and /or Engineer B ildi Inspector NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. BUILDING INSPECTION DEPARTMENT Chairman Member Member Council Approved Date AIM/ 964 Date No..- -/66 Street-_ die (/ ✓ / Name and address of licensed contractor. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors). ..ee ._.. i� ! l_! ..._. /Le 01L' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind o foundation. of,Covering Estimated Total cost of improvements $ — ° Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) ft� 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 die foregoing application, and that he did sign the same, and that all facts therein by him stied are true. Permit No.. , � _l'.___ii 0 Date �''''l' - _ a — Read, Sworn to and Subscribed before me. Disapproved . .- 'Date (Signed) Notary Public, State of Florida PLANNING BOARD DATE My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty JOB: BUILDING ELECTRICAL PLUMBING Ins ectorls Rept: - The following is ready for Inspection: WORK DONE BY • • • REQUESTED WILL BE READY