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ROOFING
Date 3 - - 02 Job Address 1 441 N.E. 101 Street Tax Folio // ,.50205 - 190 Doo 70 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Alexis B e n j a m i n Master Permit # Fl `(3 OQ T 2 `y Owner's Address 1441 N.E. 101 Street Miami Shores Phone 757 - 5351 Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho Phone 751-0382 State # RC 0 0 5 8 6 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 old to wood deck, replace rotted wood, tin cap 301b. ASTM felt, install galvanized brown eave drip metals and valley metals where required, mop on with type III asphalt one layer of 901b. ASTM felt, install Spanish S Clay Blend colorthru tile with polyfoam adhesive. Flat roof to tin cap 751b. base, mop SquareFt. 37sq. Tile 6sq. Flat EstimatedCost(value)$ 16,500.00 ruberoid bitumen. 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 OF 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. Notary as to Own u' and/or Co My Commission Expires: • MARYLOU HERNANDEZ 6. :_ MY COMMISSION # DD 060579 FrYlt o EXPIRES: October 10, 2005 Bonded Thar Notary Public Underwriters FEES: PERMLT13c4s(7 RADON APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 3 2 o President Date Signature of Contractor or Owner - Builder Date Zit 3/2 3/°01 Mechanical Plumbing a3 -�� Date Notary as to C tractor or Owner - Builder My Commission Expires: C.C.F. 3 - a3 -v'1 MARYLOU HERNANDEZ MY COMMISSION # DD 060579 Q� ' EXPIRES: October 10, 2005 74 ,A,e ,`..o... Bonded Thru Notary Public Underwriters D BOND ? O ('? TOTAL DUE,�� ng m � � Z� Z Zoning Building 117 Electrical Structural Engineer High Velocity. Hurricane Zone Uniform Permit Application Form Master Permit No. Section A (General Information) Process No. Contractor's Name OwJJ • 4 I'( ont;n C.,44- aL...bor ' 'nc Job Address I 4 1 t\), E. 101 Sk ref LJ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ,_/ ROOF TYPE ❑ New Roof IJ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) S9 • ROOF CATEGORY ❑ Mechanically Fastened Tile . O'.Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes 39 s�. 43sy, Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 High Velocity Hurricane Zone Uniform Permit Application Form Top Insulation Fastener /Bonding Material: IJI Base Sheet(s) & No. of Ply(s): ) 113- Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used. identify as °NA') / System Manufacturer: (f)* F tfrJ; c J3 (of NOA No.: 00 033 1 . DR' Design Wind Pressures. From RAS 128 or Calculations: Pmax1: -5,,2 Pmax2:- $7.3 Pmax3: - 13/. 1 4 Max. Design Pressure. From the Specific NOA System: - 75 pof Deck: Type: (,Jpp qL Gauge/Thickness: 1 K(o t/ J. Slope: " Anchor /Base Sheet & No. of PIy(s): Ia e. Anchor /Base Sheet Fastener /Bonding Material: 2ls rya: is Insulation Base Layer: Base Insulation Size and Thickness: 1 /4. t X .2 Y y Base Insulation Fastener /Bonding Material: T19 -c;- ep c-o u-e4- fr- 'E,, t fi Top Insulation Layer: I r Top Insulation Size and Thickness: 131 A Base Sheet Fastener /Bonding Mate ial: � Ft Ply Sheet(s) & No. of PIy(s): one ,t frrVas ply 4 Ply Sheet Fastener /Bonding Material• Top Ply: Rube re: a I.e N Top Ply Fastener/ Bonding Material: Tipe.cru t p®a "�� Fh 1 t-t Surfacing: 'I..) 1,1 • Fastener Spacing for Anchor /Base Sheet Attachment Field: ,/ " oc © Lap, # Rows .2 @ /2 ' oc Perimeter: (' ° oc @ Lap. # Rows 2 @ " oc Corner: oc @ Lap, # Rows a @ oc Number of Fasteners Per Insulation Board Field MP- Perimeter /J/a- Corner &ha Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1)z (6 4 '1 FT. A) I1� - i ---- — r._.�— -- I n st.., r.-. b®w'- . "FT. Parapet 1 Heiaht Mean Roof Height Roof System Manufacturer: Siim Fp_ T; lc- e o.por44' :oh Notice of Acceptance Number: 00= I..11,-DL. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxl: -y'?• l Pmax2: - 100. to Pmax3: - 100.0 Maximum Design Pressure (From the NOA Specific System): / k Qr., get 4 /. 9 Roof Slope: 1 /2 :12 High Velocity Hurricane Zone Uniform Permit Application Form Ridge Ventilation? I)4 Section D (Steep Sloped Roof System) Deck Type: Mean Roof Height: 15 Sloped System Description Lo pod 1 xLe t) J • ype Underlayment. Insulation: Fire Barrier: 3 lb. Pr sTi& Fastener Type & Spacing: Adhesive Type: b ype Cap Sheet: /2 Ito.C•F: ck. �_ 1 S na: I 9 "0•c• af" laiG PI STM Tjtri a l# (2 10 . Pr- s Roof Covering: Zsh S Clc4.A) SwH6 Type & Size Drip cs u o % ,.ge: 3y3 ,wvc- d.cv s Where to Obtain Information Description Symbol Where to find Design I'ressurc I'1 or P2 or P5 RAS 127 Table 1 or by nn engineering analysis prcparcdiy I'll on ASCII 7 Mean Roof !Wight 11 Tob Sitc Roof Slope 0 Job Site Aerodynamic Multiplier X NOA Restoring Moment duc to Gravity M NUA Attachment M NUA kcquircd Moment Resistance M, Calculated Minimum Attachment Itcsistancc r NOA Required Uplift Resistance 1, Calculated Average Tile Weight W NUA Tile Dimensions 1■ length w. width NUA All calculations must be, Sttibntittcd to he Itul mg Uric a[ at the time of permit application. M Required Moment Resistance" Mean Root Height -0. Roof Slope I l y 15' 20' 25' 30' 40' 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 High Velocity Hurricane Zone Uniform Permit Application Form ;Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mr. If the Mr values are greater than or equal to file Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Nlomcnt Based Tile Calculations Per RAS 127" (P - y7.lo x X .297 = Iy,1 N ) - Mg: 5.10 aMrt 8'.Z / NOA Mr (01.9 (Pi: - 100,6 x X .2..97 = ) - Mg: S,5 0 = M 23.9: NOA Mr (I'3:-IDb.t. x X .297 =2 )- Mg: .5"..i0 = Mr) 23.1d NOA Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA M •Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F,. values, for each area of the roof, then the tile attachment method is acceptable. Mcthod 3 "Uplift Based Tile Calculations Pcr RAS 127" (f x 1: = x w: = ) - NV: x cos 0.• = F NOA F' (P : x I: = x w: = ) - W: x cos 0 :• = F NOA F' (P� : x I: _ • x w: = ) - W: x cos 0: = F NOA F' APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in 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 Roofs: Common roofs are those which have no visible delineation between eighboring 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 work to be performed. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. OM 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of' the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. 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 : ver oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Signature Agent's S' 'nature L 5104 APPENDIX "F" Contractor's Signature FEB 21 '01 14:12 FR BRADCO 305 59? 9484 • M I AM 40A PRODUCT CONTROL NOTICE OF ACCEPTS CE Santa Fe Tile Corporation 10302 M.W. South River Drive, Bay #16 Medley ,FL 33178 Your application for Notice of Acceptance (NOA) of: Spani :b "S "_ Clay Tile - under Chapter 8 of the Code of Miami -Dade County governin Construction, and completely described herein, has been reco County Building Code Compliance Office (BCCO) under the The expense of such testing will be incurred by the martufactu ACCEPTANCE NO.: 00- 1211.06 ( EXPIRES: O2 /D1t20036 Is A1'PROvEDi 01 /01R )0 N pUILD INC CODES: PRODUCT_$E TO 3059533333 P.01.'05 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADe FLAG!. BUILDING 140 WSST rLAct.CR STat?G., su ITt: 1603 MIAnt1, t'LORtf1A 33 110-1563 (303) 375.2001 FAX (303) 375.2905 I1;W C CONTRACTOR LUCI'N3ING SECnes (305) 375.2327 VAX (305) 375 - 1336 CoY1'KAcToR r :Nroncem r•rr DIVlSIO (305) 375 -3946 PAX 13011375.2905 ruoutIC CONTito . uivlsiON 005)3U-2902 FAX (303) 3724;39 the use of Alternate Materials and Types of ended for acceptance by the Miami -Dade • nditions specified herein. This NOA shall not be valid after the expiration date stated b- ow. BCCO reserves the right to secure this . product or material at any time from a jobsite or manufactut' is plant for quality control testing. If this product or material fails to perform in the approved manner, : CCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserv's the right to revolve this approval, if it is determined by BCCO that this product or material fails to greet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division rF AL This application for Product Approval has been reviewed • the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -D'de County, Florida under the conditions set forth above. Francisco .1. Quintann, R,A. Director Miami -Dado County _ Building Code Complia Orrice 1 t10 4 500011pc.1000Utampht/e llOdur acespnnaa mw ptp.doC Intcrnei mail address: postmast •nStbulldIn ;codeonllne.com � + Himehago: Attr , :;# »..w.OUIIdingeodeontlne.com FEB 13 '01 17145 3056880050 PAGE. 01 1:-E8 21 '01 14 :13 FF INADCU vim. V a .v. ..- p � SANTAFE TILE CORPORATION 4 ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Cntecgry: Roofing Sub- Cateporv: 07320 Roofing Tiles Materiels Deck Tvnot 1. SCOPE This renews a roofing system using Santa Fe "Santefe Santafe Tile Corporation described in Section 2 of this comply with the South Florida Building Code, 1994 E locations where the design pressure requirements, as d does not exceed the design pressure values obtain by c using the values listed in herein. The attachment calcu system. 2. PRODUCT DESCRIPTION Manufactured by Tit halicant Pimgnsions Specifications Santaf4 'S' Clay 1 = 18" Roof Tile w l I.3" V1" thick Trim Pieces 1= varies NA - varies varying thickness Clay Roof Tiles Wood 2.1 COMPONENTS OR PRODUCTS MANUFAC Test Product Dim/Wort; Sneeifiientien4 Tile Screws f{8 x 2 -W long PA 114 0,130" shank dia. Appendix E 0.178 flute dia. FEB 23 '01 1745 JF75 5`J'� 74x4 l u PA 112 0; m PA 112 A hi M . ev Approval Date: February 1, 2001, Expiration Date: I�'ebr 1.2006 S" clay rooting tile, manufactured by otice of Acceptance, designed to Lion for Miami -Dade County. For termined by applicable building code. Iculetions in compliance with RAS 127 t ions shall be done as a moment based Product poscrirtion e piece high profile clay roof the ipped with two nail holes. For nail -on, rtar set and adhesive set applications. cessory trim. clay roof pieces for use at s. rakes, ridges and valley terminations. nufacturcd for each tilt profile, URED BY OTHERS Product peeerintien tainless Steel 3058880850 Manufacturer generic 3. LIMITATIONS 3.1 Fire classification is not port of this acceptant 3.2 For mortar or adhesive set tile applications, a accordance with RAS 106. 3.3 Applicant shall retain the services of a Mia i-Dadc County Certified Laboratory to perform quarterly tort in accordance with l'A 1 112 a �.. :__..,,.,,�,�,:.:.� hall be submitted to the Building Code Compliance 0 atic field uplift test shall be performed in 0111 oag3. RRC Rooting Product Control Examiner PAGE. 02 s Table 2: Restoring Moments aue to uravi y - mJ« - iw) I I Tile Profile 2" :12" 3 ":12" 4 ":12" One Screw w/ Clip 5 ":12" 6 " :12" 7 " :12" g reater Battens or Direct Deck Battens Direct Deck Battens Direct Dock ens Direct Deck B / tens I Direct i Deck Battenc Direct Deck Santafe 'S` 3.93 5.90 5.85 5.82 5,73 5.69 ,.56 5.53 5.32 5.29 ' 5.03 14/A J t•or Nan -un Jysir n Tile Profile Tile Application Two Nails One Screw wo Screws One Screw w/ Clip Two Screws w/ Clip Santafe S Direct Deck 21.8 29.18' 38.28' 57.31 57.60 1 Battens it 61.77 1. Approved screws as noted 'Product manufactured bKothcrs' FEB 21 '01 14 :13 FR BRADCO .SANTAFE TILE CORP ORATJON 5 3.5 30 hot mopped underlayrneat applications ay be installed perpendicular to the roof slope unless stated otherwise by the under! ycncn: material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be to compliance with applicable building code. 4. L*ISTALLATION 4.1.1 Santafe 'S' and its components shall be installe in strict compliance with Nliaml Dade Cowry Roofing Application Standard RAS 11 , RAS 119, and RAS 120. 4.1,2 Data For Attachment Calculations Santafe 'S' Fab 13 '01 17:46 Tile Profile Table 1: Aerodynamic Multi; lyers— Batten Applic tion 0.274 Table 3: Attachment Resistance Express 305 59? 5484 TO 3059533333 F.03/05 II I ACCEPTANCE No. : 00 -121 2.06 3 • (+t') Direct Deck 0.297 d as a Moment- Mf (ft -Ibt) Santafe 'S' Adhesive Sot Table 4: Attachment Resistance Expres ' d as a for Mortar or Adhesive S t Syste Tile Appli cation Tile Profile Mortar Set Moment - M, (ft -1W) ms Attachment Resistance 23.6 81.9 rank Zuloaga, RRC Roofing Product Control Examiner 3058E80050 PAGE.03 SANTAFE TILE CORPORATION ! ACCEPTA.NCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable Wracking of the manufacturer's name or Togo, or following statement: "Miami-Dade County R oduct Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompianied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation a this system, PROFILE DRAWINNC SAPrrAFi "SANTAFE S" CLAY IROOF TILE FEB 13 '01 17:46 4 Frank Zuloaga. RAC Roofing Product Control Examiner 3058880050 PAGE. ea - $ANTA,FE TILE C_QgPOR6TION FEB 13 '01 17:46 CE N1 E ST ND 1 Renewal of this Acceptance (approval) shall be considered aftc original submitted tlocti;nerttation, including test supporting da eight (1) years. 2 Any and all approved products shall bc permanently labeled wi r the manufacturer'* name. City. suite. and the following statement: "Miami-Dade County Product Centro pproved ", or at specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There hat been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes b) The product is no longer the same product (ldcntictl) ss one originally approved; c) lithe Acceptance holder has not complied with all the req rrmcnts of this acceptance, including toe correct installation of the product; d) The engineer who originally prepared, signed and sealed utY required docutnerttauon initially Submlued, is no longer practicing the engineering prcfessi a Any revision or change in the materials, use, and/or nianc actu automatically be cause for termination of this Acceptance, unlcs (through the filing of a revision application with appropriate fee 5 Arty of the following shall also be grounds for removal of this Ail ptancc: a) Unsatisfactory performance of Ns product or process; b) Misuse of this Aoaptanx as an endorsement of any prod ct, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami adc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any • of the Notice of Acceptance is displayed, then it shall be done in its entirety. t. 7 A copy of this Acceptance as woll as approved drawings and oth documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and a ll be available for inspection at the job site at al; ties. The copies need not bc resealed by the engineer 8 Failure to comply with any section of this Acceptance shall be ease for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTA, E 5 a renewal application has been fled and the engineering documents. arc no older than ACCEPTANCE No.: 00 OJNDITIONS of the product or process shall prior written approval has been requested and granted by this office. rank Zuloaga. RRC of ng Product Control Exarrrnar 3eseeseeze ** TOTAL PA3 . t 5 �::r M I A M IAOE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MIETRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. 'SUITE 1603 MIAMI. FLORIDA 33130 =1563 (3051375.2901 FAX (30S) 373•290 CONTRACTOR LICE?' SLsG SECTION (305) 373•:327 FAX (305)373•:333 CONTRACTOR ENFORCE.►tE.NT SECT10S (305) 375.266 FAX (305)375-390S PRODUCT CONTROL DIVISION Your application for Product_ Approval of: (305) 375•290: FAX (305) 372.6339 !CA F Rube u (/ �Wo�lif ed Bitumen - Roof S) stems For tl'uud- Deck. under Chapt 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 1Mliami -Dade County Building Code Compliance Office (13CCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. "BCCO reserves the right 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 planner, 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 Building Code. *PRODUCT CONTROL NOTICE OF ACCEPTANCE G. rMaterials Corporation 136E Alps Road Wayne N.1 07470 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 E n li)i es:i1/06/20.03 T./ Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINIITTEE 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. Approvcd:07 /06/2000 Internet mail address: postmaster@buildingcodeonline.com •rancisco . Quintana. R.A. Director I of 55 Miami -Dade County I3uilding Code Compliance Office kite Ckhrn, Homepage: http : / /www.buitdingcodeonline.com • GAF MATERIALS CORPORATION A Cate t ory: Sub- Cate s;orv: Deck Tvpe: Maxinmuni Desittn Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaT" Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PlyTal 6 Wood -75 psf See General Limitation #1 Test Dimensions S ieeification 5, 55 gallons 60 Ib. bags 5 gallons I, 5 gallons I , 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 l bs. /ro l I 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Rooting SBS /APP, Nloditied 13itumen 5 sq. roll 45 Ib. roll ASTN1 D 41 ASTM D 1863 ASTM 1337 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTN1 D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 2 0 Acceptance No: 00- 033144 Approval Date: .luly 6 ,, 2000 Expiration Date: November 06, 2003 Product Description 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 roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and Fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass neat 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 Rooting Product Control Examiner C;CF,\IATERIALS CORPORATION Acceptance Nu: 00- 0331.03 SYSTEMS: Membrane Type: SBS Deck Type 11: \Vood, Insulated, New Construction or Reroof 14 Deck Description: / or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened. all layers of insulation adltered.with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening, Fasteners Fastener Laver 1'vne Detail No. Per Board Density (see RAS 117) One or more layers of an of the following insulations. Approved Type(s): ACFoant -1, E'NRG'Y 2, GAFTEMP r® Isotherm .R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isothernm RN, GAFTEMP Composite, CAFTEIMIP Composite A, GAFTEivIP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered • Minimum: I" x 4' x 4' N/A N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, CAFTEMP® High Density Wood Fiber, GAFTEs \IP Rccovcrl3oard Minimum:''' /" x 4' x 4' ' N/A N/A N/A N/A Approved Typc(s): Wood Fiber, GAFTEMP® Fiberboard Minimum:'' Y" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Faroe , Minimum: W' x 4' x 4' N/A N/A N/A N/A Approyed Type(s): Pcrlitc, GAFTEMP® Pcrmalitc Minimum: '/4" x 2' x 4' N/A N/A N/A • N/A Approved Type(s): Fiberglas - Minimum: 15 /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Pcrmalitc Tapercd Roof Insulation, GAFTEMP® Isotherm Tapercd Minimum: ''A " x 2' x 4' .N /A N/A . N/A N/A Approved Type(s): Tapercd Isotherm R, Tapercd Isotherm RA, Tapered IsothcrmRN, GAFTEN•IP Composite Tapered, CAFTEMP Composite A Tapercd, GAFTEMP Composite N Tapered Nlinimunt:' /4" x 4' x 4' N/A N/A N/A N/A 15 of 55 Frank Zuloaga, RRC Rooting Product Control Examiner GAF iMIATEIUALS CORPORATION Acceptance Nu: 0 - 11331.118 Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs. Please refer to Miami -Dade County Rooting 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 layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforaded laid dry or a layer of GAFTEtiIP® PERMALITE or wood fiber overlay board on all isocyanuratc applications. Anchor sheet: Base Sheet: Ply Sheet: Membrane: Surfacing: GAFGLAS® Ply 4.4D, Ply 6 :1D, GAFGLAS Flex Ply "' 6. 475 Base Sheet. GAFGLAS #30 Ultima"' Base Sheet, STRATAVENTe Mailable, RUBEROID Modilied Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of9" 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 0, GAFGLAS® PLY 6 ®, GAFGLAS Flex Ply "' 6, GAFGLAS® STRATAVENT® Perforated(laid 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 of 20- 40 lbs. /sq; (see General Limitation #4). (Optional) One, two, or three plies GAFGLAS PLY 4 0, GAFGLAS® PLY 6f Ply or GAFGLAS Flex Ply 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, Ruberoid® Mop 170 FR, Rubcroid® Mop Granule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLADJ1. 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 psf (See General Limitation #7) Maximum Fire Classification: Scc General Limitation # I . Maximum Slope: Sec General Limitation #1. Specification No.: 16 0155 Frank Zuloaga. RRC Rooting Product Control Examiner GAI MATERIALS CORPORATION WOOD DECK SYSTEtAI LI;MIITATIONS: 1 A slip sheet is required with PIy 4( Ilex I'Iyr" 6 and Ply 61.i: %Olen used as a mechanicalk Iastened base or anchor sheet. 2. 'A 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, refer to a current Approved Rooting Material; Directory for lire ratings of this product. 3 Insulation may be applied in multiple layers. The first layer shall be attached in compliance w ith Product Control Approval guidelines. All other layers shall be adhered in a full mopping of ' approved asphalt applied within the EVT ranee and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top Iaycr. 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 arca 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 Ibl'., as tested in compliance with TAS 105. If the fastener value, as lield- tested. is below 275 Ibl.. 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 spacinn„ prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from IMliami -Dade Protocol TAS 105 and calculations in compliance ith Miami -Dade Rooting Application Standard RAS 117. 7 • Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated' in 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 119 will not be applicable.) 3 All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind load requirements of Chapter 23 oldie South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.c. Iicld,.perimeters,corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening_ at enhanced pressure zones (i.e. perimeters. extended corners, and corners). 's limitation is specifically rcfcrrcd within this NOA, General Linti a nr• applicable.) • 54 otSS Acceptance Nu: 00 - P33I.fS Frank Zuloaga, RRC Routing Product Control Examiner G AF' , 'I AT LR (: \Ls CO NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal appliocttion has been tiled and the original submitted documentation, including test supporting data. engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance wilt not be considered if a) There has been a change in the South Florida Building Coe product and the product is not in compliance with the code changes affecting ha ngest' the evaluation of this 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 acc�epta ice, including the correct installation of the product; tl) The engineer ‘vho originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture or 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 M iami - Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 .\ 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. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal or Acceptance. 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 Aceetlt,utce `o: 1111 - 1133'1'.1)1 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 Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" .(smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . 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•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 ", 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 at 3 gal /sq. 10. Deck: C -15/32 Incline: '1 /2 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 1.1/2 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 fastenedin 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.offset6 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 G1 I.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 G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. . . Membrane: "Ruberoid Torch 170FR" (granule), r • 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 Gl, 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, isoryanurate, urethane, perlite/isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically .fastened. Ply Sheet (Optional):. One or more layers of Type G -1, hot mopped in place. Membrane: . One • layer. of "Ruberoid Torch" or "Ruberoid. • Mop" (smooth). 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 /isoryanurate 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 CI, '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' . e•layers of Type G.1, hot mopped in place. • Membrane:. One layer of "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 /isocyanurate•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 l-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 1-112 gal/sq.' 20. Deck: C -15/32 . .. - ate, . Indine: 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, hotmopped or mechanically fastened. 0 QUALITY ROOFING CONTRACTOR, INC. 13800N.W..1STAVENUE MIAMI, FL 33168 -4849 PAY TOTHE . Si �tC.0 4[SI� n ORDER OF 1=5. ��C•�� V f!Sjr ACH Fl/T 063100277 • 1$ 4,4a_ ?o 70 DATE Ban kof America . F igAtitigtt #14. . LO_St n'0 L? L85" 40630000474 00 L59 5 300 2461" 5 - (o -O.- 17185 63 -4/630 FL 1348 ARS QUALITY ROOFING CONTRACTOR, INC. 13800 IV. W. 1ST AVENUE • ML4MI, FL 33168-4849 PAY TO THE ORDER OFIAL W9-tk.4 'i diei__ BankofAmerica, • ACH R/T 063100277 FOR igiv)...4 WI( 1,Le 10\ 5f voL7 La5e 40630000474 00/595300246y (1Secuyty enhance! document See back or details fJ) .1.11ZOOM DATE 5- lap —OA- 70 R S 8 $ 4,4,2 9 . ••• .17185* 63-4/630 ft 1348 mos IncYbia NS. on 12.6 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/10/2002 Applicant: ALEXIS Owner: BENJAMIN JOB ADDRESS: 1441 NE 101 Contractor QUALITY ROOFING CONTRACTORS INC Local Phone: 305 - 751 -0382 Parcel # 1132050240270 Building Permit Permit Number: BP2002 -714 BENJAMIN ALEXIS ST Page 1 of 1 fv'tIAMI SHOR ES VILLAGE NOTICE Owner is Responsible for Maintenance of Contractor's Address: 13800 NW if 1 i}lage Sidewalks as per Village of Miami Shores Code of Ordinances, Including Driveways, ..)c7/ I'0 - Caused By Current Construction Activities. Legal Description: MIAMI SHORES BAY PK ESTS AMD PB 56 -86 LOT 10 BLK 3 Fees: FEE2002 -2048 FEE2002 -2049 FEE2002 -2050 Description Building Fee CCF Buildier's Bond Total Fees: Amount $322.50 $10.20 $300.00 $632.70 Total Fees: $632.70 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/7/2002 Construction Value: $16,500.00 Work: TEAR OFF OLD ROOF AND INSTALL SPANISH S CLAY BLEND COLORTHRU TILE W /POLYFOAM ADHESIVE ( 1 Coc o fZ If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit Is granted to the contractor or builder named above to construct the building or to install the equipment or device described In the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed In compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: �' (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, seryants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /I 30205 azi. ooh 70 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: 1441 N.E. 101 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile and Flat roof. 3.Owner(s) name and address: Alexis Benjamin Interest in property: Owner Name and address of fee simple titleholder: N /A 4. Contractor's name and address: Quality Roo Contractor, Inc. 02€207397 2002 APR 04 09:55 1441 N.E. 101 Street Miami Shores, Florida 33138 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety :(Payment bond required by owner from contractor, if any) Name and address: N /A Amount of bond $ 0 0 6. Lenders name and address: N /A 8. In addition to himself, Owner designates the following person(s) to receive a c Section 713.13(1)(b). Florida Statutes. Name and address: N /A Notary Public Print Notary's Name My Commission Expires 'Si aturere o� er Print Owner's Name /k-1/A...5 Sworn to and subscribed before me this : a MARYLOU HERNANDEZ Vi a€ EXPIRES: October 10 2005 e, R 7 4: Bonded Thru Notary Public Underwriters f Q, /Pi/ day of , 20(21 . STATE OF FLORIDA, COUNTY OF DADE .r_r;cRV (`. -_:a;, v•�, -�, ,,, tr&c o � e /ll,,, ngtnal bled in this othce on day of • AD 20 r 1� ..,rl a-01. t^7TNESE HARVE`, n ,nn 7. Persons within the State of Florida designated by Owner upon whoa r o r f 't s provided by Section 713.13(1)(a)7.. Florida Statutes, Name and address: N /A py t t s Notice : s provided in i% 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the da a of recording unless a different date is specified) Prepared by Carlos Arocho Quality Roofing Contractor Address: 1 3800 N.W. 1st Avenue Miami, Florida'33168 CITIZENS PROPERTY INSURANCE CORPORATION FLORIDA BUILDING CODE WALL & ROOFING MITIGATION VERIFICATION AFFIDAVIT Applicant(s): A' /e xi s ,I e/1)z 4-,,1 i!.t Policy No: Property Address: Installation Date: /4/41/ tiff /0/ s 41.3 $ tal62. Specify the type of mitigation device(s) installed: [!1 Roof Coverings BC Equivalent A sphalt roof coverings installed in accordance wth ASTM D 3161 (modified for 110 mph) or Miami Dade County PA 107 - 95. ❑ Non - FBC Equivalent Asphalt roof shingles not meeting requirements listed above for FBC Equivalent and all other roof covering types. Reinforced Concrete Roof Deck D A:roof structure composed of castin- place:orprecast structural concrete designed tote self - supporting and1ntegraly attached to wall/support system. Roof Shape Hip Roof having sloping ends and sloping sides down to the eaves line. ❑ Other All other roof shapes except hip (i.e. Flat, Gable, Gambrel, etc.). [✓Secondary Water Resistance Underlayment A self- adhering polymer modified bitumen roofing underlayment (thin rubber sheets with peel and stick underside located beneath the roof covering and normal felt underlayment) with a minimum width of 6" meeting the requirements of ASTM D 1970 installed over all plywood /OSB joints to protect from wger intrusion. All secondary water resistance products must be installed per the manufacturer's recommendations. Roofing felt or similar paper based products are not acceptable for secondary water resistance. ❑ Foamed Adhesive A foamed polyurethane sheathing adhesive applied over all joints in the roof sheathing to protect interior from water intrusion. ❑ Roof -Wall Connection Toe -Nail ❑ Rafter/truss anchored to top plate of wall using nails driven at an angle through the rafter/truss and attached to the top plate of the wall. Clips ❑ Metal clips installed on each truss/rafter that attach to the side only of the truss/rafter member and to the wall frame. Metal clip should be free of severe corrosion, have a minimum of 3 nails into the truss/rafter and 3 nails into the wall. Single Wraps ❑ Metal straps installed on each truss /rafter that wrap over the top of the truss/rafter and attach to the wall frame in one location. Metal strap should be free of severe corrosion, have a minimum of 3 nails into the truss/rafter and 3 nails into the wall. Double Wraps ❑ Metal straps installed on each truss/rafter that wrap over the top of the truss/rafter and attach to the wall frame in two locations. Metal strap should be free of severe corrosion, have a minimum of 3 nails into the truss/rafter and 3 nails into the wall at each location. MIT-4 (02/2004) 1 of 2 pages RI Deck Attachments Attachment A • - Rywood/OSB roof sheathing attached to roof trusses /rafters by 6 penny nails (2' x 0.131° diameter) or greater which are properly spaced at a maximum of 6° along the edge and 12" in the field on 24" truss/rafter spacing. Or Batten decking of Skipped ded6ng (typically used on roof decks supporting wood shakes or wood shingles). Or My system of screws, nails, adhesives, other roof dedc fastening systems or trusskafter spacing that has an equivalent mean uplift resistance of 55 pounds per square foot or more as evidenced by laboratory uplift tests on full size sheets of pywoodlOSB. ttachment B Piywood/OSB roof sheathing with a minimum thickness of W attached to roof trusses/rafters by 8 penny (2.5" x 0.131" diameter) nails or greater which are properly spaced at a maximum of 6" along the edge and 12" in the field on 24° truss/rafter spacing. Or Any system of screws, nails, adhesives, other roof deck fastening systems or truss/ after spacing that has an equivalent mean uplift res istance of 103 pounds per square foot or more as evidenced by laboratory uplift tests on full size sheets of plywood/OSB. Attachment C Plywood/OSB sheathing with a minimum thickness of 34" attached to roof trusses/rafters by 8d (2.5' x 0.131 "diameter) nails which are properly spaced at a maximum of 6" along the edge and 6" in the field on 24" truss/rafter spacnn. Or Dimensional Lumber or Tongue & Groove deck roof composed of 3/4" thick boards with nominal widths of 4" or more. Or Any system of screws, nails, adhesives, other roof deck fastening systems or truss/rafter spacing that has an equivalent mean uplift resistance of 182 pounds per square foot or more as evidenced by laboratory uplift tests on full size sheets of plywood/OSB. 2/Superior Construction ❑ Non - Combustible Exterior walls, floors and roof constructed of and supported by metal, asbestos, gypsum, or o non - combustible materials. Nlason:y Non Combustible Exterior watts constructed of masonry materials and floors and roof of metal or other non - combustible materials. ❑ Fire Resistive Exterior walls, floors and roof constructed of masonry or other fire resistive materials. Certification of Wind Speed Design of Structure when above the basic wind speed design of location of structure. hereby certify that the building or unit at the address indicated abo designed and mitigated to the Florida Building Code (FBC) WIND DESIGN SPEED of (Check One): ❑ =110 or =120 Certification below for purposes of WIND SPEED DESIGN above does not require personal inspection of the premises. I certify that I am (CHECK ONE OF THE FOLLOWING): ❑ a resident Ucensed Building Co ctor, ❑ a Licensed Building Inspector, ❑ a Registered Architect, ❑ an Engineer in the State of Florida, or a Building Code Official (who is duly authorized by the State of Florida or its county's municipalities to verify building code compliance). I also certify that I personally inspected the premises at the Location Address listed above on the date of this Affidavit In my professional opinion, based on my knowledge, information and belief, I certify that the above statements are true and correct. This Affidavit and the information set forth in it are provided solely for the purpose of verifying that certain structural or physical characteristics exist at the Location Address listed above and for the purpose of permitting the Named Insured to receive a property insurance premium discount on insurance provided by Citizens Property Insurance Corporation and for no other purpose. The undersigned does not make a health or safety certification or warranty, express or implied, of any kind, and nothing in this Affidavit shall be construed to impose on the undersigned or on any entity to which the undersigned is affiliated any liability or obligation of any nature to the named insured or to any other person or entity. Name of Company: Date: Signature: Applicant's Signature: CITIZENS PROPERTY INSURANCE CORPORATION FLORIDA BUILDING CODE WALL & ROOFING MITIGATION VERIFICATION AFFIDAVIT CERTIFICATION • License* 60/V0-0 Phone: ,OS— Z'-_ ?,2O 9 Date: c7 vA -fL /i0e r"hi ...Derr 4hn rinh4 Fr, Mnfirm nII infnrm>finn e-nnhftinevi in Fhir f,., .. ,, > r..r.e,..r , f 1.1-.n .:.J, Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 Q SAD 26 17.,AEI, 51 pRS917 76 2 27 52 t I 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 113 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 R7 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 __ 50 75 100 SITE SPECIFIC INFORMATION Owner's Name g E 1- 1 e---k Permit #: 5 ' f -2-001- 7 14- Job Address 1441 1.-k to l ST• 1 1 A.0.-t % S a k-c 1 , Roofing Contractor: R Lit Pr ( t Ty T�v I t - 6 I Type of Tile: 1 S l}" S , — C 4�+ � T Date Installed: '1 (5 D Z Approximate Roof Height:14,_feet Roof Pitch. 3 ' I Z Type of Access to Roof Scaffolds '✓ Ladder Other Approximate Square Footage of Roof. 2 ) o0 ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: 8 ` — 02...- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE THIS REP • 11 ' TTED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 TEST RESULTS P = PASS, F = FAIL -7 —oZ Project 6�9® 2457 SKETCH OF ROOF JOB t44‘ tJ g OD 7- P•71 • ( d-e3 ,C11 Z F--too-F1 o SHEET NO CONTRACTOR CHECKED BY SCALE DATE `` _ NMI t1' r' . MERIN cis mi m an imiliumb4 III \'M . nor I i r� � ' WAN sPr 4- NOTES' 5? ** * • Date MAY 13,1993 Job Address 1441 NE 101 STREET MTAMT SHORETax Folio \ // -34 - OS 0o4 , 70 Legal Description �L /0 R4.3, Pievn. ,5461PS ha/Ark �s t� Fes P a, 5 .I�GG�e Co. Owner / Lessee / Tenant ALEXIS BENJAMIN / Master Permit �� ✓ f,g ✓�� Owner's Address 1441 NE 101 STREET MTAMT SHORFS,FT,.33138 Phone 757 -551 Contracting Co.ANDREWS ROOFING 8 IMPROVEMENT CO. Address 43flfl E. 11 AVF.NTTR HTATFAH,FT, 3'1013 Qualifier BOOTON HERNDON TTT / � Ph � o � ne RRR -RS:1S State # Municipal # Competency # d / In ' J 6b- s co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING 'AVING FENCE SIGN WORK DESCRIPTION RP-ROOF RESTT)FNCF GRAVEL PO( ONLY_ Square Ft. 530 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 hat all the foregoing information is accurate and that all work will be done in compliance with 1 applicable laws'. regulating construction and zoning. Furthermore, I authorize :bov -,.med contractor to do the work stated. y a to Owne Commission Expires: FEES: PERMIT 5 RADON APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE or Condo President or Condo IR PM s AA President Notary Public, State of Florida My Cem . x ices Aug. 13, 1995 * * * * * C.C.F. 1 Zoning Building Estimated Cost(value) r / OCO. gnature of Contractor or Owner- Builder te: Notary as to Contract My Comm - on Expi Fire Mechanical Plumbing t ilt) EA" 1 — QC 1I) or Qw STATE OF FLORIDA MY E 7/19/94 *B°N ** NOTARY TOTAL DUE 'I Other Electrical Engineering , „.., 2.7 ,• ce Coilety , sad and Wilted , T6.0rotect Owh�r DADE: . 688-8635 To Address city : Phone S eptic Tank 04 0/ 4 11$4 • 0ting & I P Dade CoUhty's. Ojiititi001• ir 4300: if:11 fit AVnu H ialeah ; • Olaildaf':83,01 • •• ••• • • • • ESTIMATE lgAdia4:'.• • •-•',•":, • ••• , • .• • •-•• • •• ••••••. • ;IA 210 , P&1I orEsA Fti • Zip .3313 g,..Book 0 Phon 757-531 Estimate bate ..AE3IL..2....1993 • • • • • • . • We propose 16 fileriiih anti itUpplY labor Oki' iiiiiiiiikiiii;"61:411;i4■iikfticii:114SSi::' & 13i1 dorio as foliowi,. RifeRar ,r_eatomaRmit ftooV..oltA „ REMOVE ,PRESENTARAVEL.AXIELDONN.M..k...StEDIELWOHCABLELSIRTACE.:APIIAULAWAY. REPLACE: ALL WOOD..60LitstD.11ECESSARY.:TO .1)02.k.ritOPIEELROOMa.1013:.....SEE...EMIDSDIE. APPLY ONE (1)_.LAYER OF, #30. MI' USINO TIN CAPS AND NAILS t'ACCORDINa TO .CODE. .7 • a REFIOVE TWO (2) ROWS 01P TILE ANIX ROOF UP T3 NEXT ROW GRAVEL ROOF , LEAVING 9FF.,,. EXCEPT WHErIE „THEY .SHOW,TROM. GROUND . . , . , •• 4 44 • INSTALL_ i IgOGIAAV-PitTE...IN_War-1014 USING for ASPHP • ; .APPLY..T.W0..(2)...LAYEES.. .F113EXITASS.:ELY.:SEEM.X.311g.G. f.INSTALL.26..GAUGE..fitittgliZEP..ivIETAL011., . .plumuNa.vEn_parEsAti .; • . SPREAD ...GRAVEL__INID.:}1EAVY.201Et: or.,.Har:ASPHAtilt.IIVEIL, ABITALT • " • Ifl,tall8tiofl & Repairs tile Roof$ . EteiW up Gravel . and • Asphalt Shingles Wood Shingle Clean Slate • BROWARD: 929-6088 • 1 Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the i3uilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer MIAMI SHORES VILLAGE � awtc i.a Name and address of licensed contactor 0benvwt. wv�en� BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Augur t 27 80 Date..._...._ . ._ .. .._._.._..._ ,19 No. % Tf � ...._....__. Street N 5 • 7357 N. GI: ljl iam C : . IWi u., 3. Location and legal description of lot to be built on: Lot Block Su ivi ' n /0 /4t Stage.. Street and Number where work is to be done _ Remove e _...__. x..ci.t. n g 'Loo ` .Qn� tea; l lfitii.91.g. 'tag State work to be dolly and purpose of building b floors), ._. _._.._.._ ._ itook on 4.Lopknp. aecf..c_on and P ccdt up anplza-Lt. and glt.aveZ vn aiteay. and for no other purpose. New Building Remodeling Addition Repairs X To be constructed of Kind of foundation Roof Covering Sf(a 40. .......... Estimated Total cost of improvements $ 97 00 Amount of Permit $. /5. 00 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 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 t. be performed under this perinit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. j ss. Permit No. Disapproved Date (Signed) Building Inspector Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. o uee. N� 1 q l Date.. -(.1 Read, Sworn to and Subscribed before me. No. of Stories to me well known, Notary Public, State of Florida 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. APPLICATION FOR BUILDING PERMIT MIAM''SHORES VILLAGE 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 , 19 ' `( Owner's Name and Address e _ U CJ No._, 7 / Street_ _,!(/ E / 4 / Sr Registered Architect and /or Engineer a / Name and address of licensed contractor W E C/ 'j /S A00 _! f l/ � S1 Location and legal description of lot to be built on: Lot Block Subdivision__ Street and Number where work is to be done State work ,ro be done and purpose of building (by floors) ____ 9 d l //V Z AP/r(08 - - -1 T/ - - - - -- -- -- - - - - -- — ,• f ALT BUILDING INSPECTION DEPARTMENT _/ t/o and for no other purpose. New Building Remodeling Addition _ Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ V r ° — 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 on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- — — - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No °s-1.1___ Date 3 - (ov Read, Sworn to and Subscribed before me. Disapproved Date ( Signed) Building Inspector Notary Public, State of Florida 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of �" J Building MIAMI SHORES VILLAGE, FLORIDA ❑ DATE r"" (- 7 19 Ej PERMIT ❑ Work to be performed under this Permit N° 5 577 CONTRACTOR OR BUILDER BY • 1 Contractor's License No. 4 Architect Contractor • or Builder Legal Lot Subdi- Description II Bl vision Address of j / Value of � T f I Amount of � Building *s '''''"/ J / -''i' Project $ a ` • �' 1I Permit $ ` '� �' `�-' Jr / This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. ? / Signed '1..../ ..i INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances andirdulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. % as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY ROBOT *tzar,.