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ROOFING
Date Time Type Insp'n f l V _ Permit No.. " 0 &31 Name ' Address Company • Phone # For Inspector: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Correction ❑ Re- Insp'n Fee ❑ / N a r,: Date l" Date y _ ^ J Job Address • Tax Folio.. • • • • • • • • Legal Description Historically Destilted: • • • Yes e • No Owner /Lessee/Tenet J a • - y • • • • Owner's Address / ` ! /�/ , = -1 ' f • � % — •• • • Contracting Co. ° i �`. , ,,, �\ % ..-) ",' .4;- Qualifier / , e• " ( f`- ;;., State # • ••• • • • ••• PERMIT APPLICATION PA MI NI - IORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Flo$rda 3i314•• Phene: 304- 793'2204 • Fax: 305- 756 -8972 f ( Notary as to Owner and/or Condo Preside My Commission Expires Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA( ROOFING WORK DESCRIPTION: i c 7 :_ � �, .�� d �_ / )1) f . .. r , , i 1. /%-, d • • % l ' I / / 7 (, 4 Square Ft. _� �' Estimated Cost (value) �� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.; Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. � F a,J RADON C.C.F •• • ••• Master Permit # • •• ••• •• • • • •(• • • • • • : •.: Itor : - •'.i • • • ••• •• Address / »J E / ,y;, • SS# t Z ` " ✓ / f Phonc / /• � , I C'. Competency # C Ins. Co. (' � /, • / N / Si ure` f-owner a Condo President Date Suture of Contractor or Owner Builder NOTARY Notary as to Contractor or Owner 14i1 er' My Commission Expires • 7 . F na BOND Date FEES: PERMIT �l APPROVED: j V ' ib TOTAL DUE / 1 O Zoning Building L Electrical Mechanical Plumbing Structural Engineer SECTION 1524 I�IIGH VELOCITY HURRICANE ZONES RgQi41R.L ®\ \l`iE14 NOTIFICATION FOR ROOFING CON$It R4TIVIS: • • ••• • • • • ••• 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the conttYR of tl section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the l Ind standards of the industry for roofing system installations. Additionally, the follouipg items sl`rould bre 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 workmanSh�p Iroyesion� QC.CbzlS ter 15 (High Velocity Hurricane one) are for the purpose of providing that the robing 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. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaile: in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zories) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3: Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i. . 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. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can he 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 Florida Building Code provides the option of maintaining this appearance. f y) , . 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. - 71�. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloa�ikd from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if Y discharge scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. V entilation: Most roof structures should have some ability to vent natural airflow through the rrrrerior o`f 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. • • , - . 1 /3 /o3 nt s Signature Date CADO I LS- NTtmp∎S CCTIOI ISL 1.Joc Contractor's Signature Master Permit No. Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof High Velocity Hurricane Zone Uniform Permit Application Form Section A IGeneral Ir�f4rrtior� . II our Contractor's Name ••• •• •• • • • •••_ • • P ocess No. • _ _•. • •'. •b • �• • • • • • 9)7/ $ Air £ 'ii444t.JA6) - , -„s .. • . . .. ..• • •• • • • • • . • . • ROOF CAT GX�iR'••••• • • • • • • • • • • • • . ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION `. Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) (� 3 ® � 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. ; !_' i_ L. 1 . I 1 L_r_i + • , ' ... - -' 1 , . , , - . _.. L.,__,, -;- -- 7 -1 - f i - - i _LI7T_I - - r _� i t t -! L _� -t_� 1 ■ I i 1 L _� 11 -Lr ; 1 l 1 - 1 1 _1_ • . t -I-I- , - _! I -t - _ • . . . i•_ I Z i .. f . Vii ._ ; "� i _l I ' .. ... . • _.. ." . 1 ' .. .; • . ' � _ ! ... ... '._ .� -.1:i:: • . _ ...: Li -z _I l_L! � I- =- ' l- i - _' L , - -i t` . . . •` i', 1 , I 1 - 1 1-LI i i I.. Roof Slope: :12 High Velocity Hurricane Zone Uniform Permit Application Form o .. .. • • • . • • • ■ • ww • • • • • • • • • • • Section D (Steep Sloped afaf:AYst - Notice of Acceptance Number: p ,/ . • Roof System Manufacturer: K."I e ht .• • • • • • ••. .• Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Pmax1: LC( Pmax2: Pmax3: dal1 "7 Maximum Design Pressure (From the NOA Specific System): Deck Type: Sloped System Description oio ype Underlayment: Insulation: Ridge Ventilation? Fire Barrier: Mean Roof Height: / 8 01- - t"-si :ate./ .:• • • • s —t k-t Da-a N/ A u(a Fastener Type & Spacing: Adhesive Type: T((rti ype Cap Sheet: s- b -24q, Roof Covering: ,Li 6k)'/ e I- V cu^ 5c G g 1 . 0 Type & Size Drip dge: ,s. M, Required Moment Resistance' Where to Obtain Information Mean Roof Height -- - Roof Slope -.T 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 (P1 x I: = (P, x I: = (P x I: = rttyn vewwty IIUIH'. '' �•..•_... • • ••• • • • ••• Section E 1aeculatibarfs) . • • • - -- , ..... • •,••••• For Moment based tile systems, choose either Method 1 or 2. Contgarcd the values for M with the values from Mr. I f the Mr vkil'ti,es arc gr>:3ter tl1 tt ortqual to fhe Mr values, for each area of the roof, then the tiloattachntell t ;11ctbotl is A cccptab1e. • • • Mcthod 1 "Mom f ont 131tscd Tilc Cnlcul;ttiot3,s Per RAS 127" (l' x k - . � 7] - M6: . w 1l l p it .f... ... NOA M, (P x X 3. = -d1 - Mb: 6'• 0 •else ,Z.1 .' '. NOA NI 013 '100 & x X .)- =? . ) - Mg: 47.46 :- :mtiO4):37.•• ..' NOA Mr Mcthod 2 "Simplified Tile Calculation Per "fable Below" Required Moment of Resistance (M From Table Below NOA Mt *ttitust be used in conjunction with a list of moment based tile systems endorsed by the 13roward County I3oard 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 arca of the roof, then the tilt attachment method is acceptable. Mcthod 3 "Uplift Based Tile Calculations Per R.AS 127" x w: _ ) - W• x cos 0: = F NOA F' x w: = ' ) - NV: cos 0: = F NOA F' x w: = ) - W: x cos 0: = F NOA F' Where to Obtain Information Description Symbol Where to find Design I'ressurc 1' 1 or P2 or I'3 RAS 127 Table I or by an engineering analysis prepared by I'll based on ASCII 7 Mean Roof Ilcight 11 Job Site Rool SS o1 rc 0 Job Sitc Aerodynamic Multiplier )< • NOA Restoring, Nlomcnt duc to Gravity M, NOA Attachment Resistance cc Mr • NOA Clculatcd • Required Moment Rcsistancc NI, hlininutm Attachment Resistance l' NOA Calculated Required uplill Resistance I', W NOA Average •1117W Wc16 i I ide Dimensions 1- length w• width 1J th\ • . All calculations must he submitted to the !Wilding (A'licini at the time of permit application. (P1 x I: = (P, x I: = (P x I: = rttyn vewwty IIUIH'. '' �•..•_... • • ••• • • • ••• Section E 1aeculatibarfs) . • • • - -- , ..... • •,••••• For Moment based tile systems, choose either Method 1 or 2. Contgarcd the values for M with the values from Mr. I f the Mr vkil'ti,es arc gr>:3ter tl1 tt ortqual to fhe Mr values, for each area of the roof, then the tiloattachntell t ;11ctbotl is A cccptab1e. • • • Mcthod 1 "Mom f ont 131tscd Tilc Cnlcul;ttiot3,s Per RAS 127" (l' x k - . � 7] - M6: . w 1l l p it .f... ... NOA M, (P x X 3. = -d1 - Mb: 6'• 0 •else ,Z.1 .' '. NOA NI 013 '100 & x X .)- =? . ) - Mg: 47.46 :- :mtiO4):37.•• ..' NOA Mr Mcthod 2 "Simplified Tile Calculation Per "fable Below" Required Moment of Resistance (M From Table Below NOA Mt *ttitust be used in conjunction with a list of moment based tile systems endorsed by the 13roward County I3oard 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 arca of the roof, then the tilt attachment method is acceptable. Mcthod 3 "Uplift Based Tile Calculations Per R.AS 127" x w: _ ) - W• x cos 0: = F NOA F' x w: = ' ) - NV: cos 0: = F NOA F' x w: = ) - W: x cos 0: = F NOA F' FEB 05 2003 03:50 FR ERRDCO TILE CNTR 43515 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 200 Street Boca Raton, FL 33431 • • ••• • • •• • • • • • • • • • • • • • . •• • • • • • • • • • . • • • MIAMI -DADE COUNTY, FLORIDA •• ;" 0ING • .'• •• •4ETRO- DADEFLACLERBUIL .' • WET FLAGLER STREET, SUITE 1603 • • • • ' • • • • • • MIAMI, FLORIDA 33130-1363 • (305) 379.2901 FAX (305) 375.2908 • • • OOOOO • • •• • • • • • • • ••• .. •• • • • • •• • • • • • •• •• TO 13057588484 P.01 • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the A.FI1(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile NOA No.: 024205.05 Expiration Date: 12/16/07 Approval Date: 01 /02 /03 Page 1 of 7 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA, is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA consists of pages I through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC FEB 05 2003 09:51 FR BRADCO TILE CNTR ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete • 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured b y Applicant Monier Lifetile LLC Villa & Ro1I Monier Lifeitilc LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engia c:ing, Inc. 7k: . 1= 161.1" w = 13" '4" thick L= 17" W= 12 34,. 4" thick 1 = varies w = varies varying thickness Test Identifier 7161 -03 Appendix 1I1 7161 -03 Appendix I1 PO402 94 -060B 94-084 • • •• • • ••• •• • • PA 112 PA 112 PA 112 43515 • • ••• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • Tcst Dimensions Specifications • •• ••• • • • ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • TO 13057588484 P.02 • • • ••• •• This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Product Dcscrirtion Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhcsivc set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on. mortar or adhcsivc set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/R art ate StaticUpliftTesting Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Scpt. 1993 screw vs, smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No.: 02- 1205.05 Expiration Date: 12116/07 Approval Date: 01/02/03 Page 2 of 7 FEB 05 2003 09:51 FR BRADCO TILE CNTR 43515 TO 13057588484 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Ccnter for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Enginccring, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier • P0631 -0I. ' • • Letter Dated Aug. 1, 1994 224 -47099 • 25- 7094 -1 •• 25- 7094 -7 25- 7094 -4 Project No. 307025 Test /MDC -76■1 25- 7183 -1 25. 7183.2 25-7214-2 25- 7214 -6 528454-2-1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • Evaluation Calculations • •.. • • • ••. • • • • • • . • • . • • • • • • • • • • • • ..• • • • • • • • • • • .. • • • • • 000 .• Test N2 mefReport ••• • ••. •• ViSiad Tuirtl Testing Pi% l08 (MerttiC Set) Wind Tunnel Testing PA 108 (Nail -On) • • ••• l�hyeioa�l�Properties • rA 112; • Statfc Uliift1 esting PA 102 (4" Headlap, Nails, Direct Deck, New Construction)0 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens;) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik Scrcw, Direct Deck) (1 Quik-Drivc Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 78044 cg. 5 25- 7848 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct- 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 P.03 FEB 05 2003 09:52 FR BRADCO TILE CNTR 43515 TO 13057588484 • • ••• • • • ••• •• •• • • • •• •• • 3, LIMITATIONS ••• • • • • •• •• • • • 3.1 Fire classification is not part of this ttptance. • • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • • • • • •• ••• •• 33 Applicant shall retain the services•gt`a ,ttartti P4114Mtnty perform Laboratory to perfor quarterly test in accordance with TA5 212, Ip13etidiK `j ' S ;cat testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3,6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile Tile Tile Profile Profile Monier Lifetile Battens l Direct Villa, Roll, and , I Deck Ca pri Tile 5,57 1 6.30 Battens 5.48 • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • •• • • • Table 1: Average Weight (W) and Dimensions (1 x w Weight -W (Ibf) Length -I (ft) - Width - (ft) 9.1 9.51 -Monier Lifetile Villa, Rolf and Capri Tile 0.267 1.33 1,42 Table 2: Aerodynarrtic Mlultpliers - ��fts� A. (ft (ft Batten A Ilcation Direct Deck A • lication Table 3: R estoring Moments due to Gravi • M 4 (ft - Ibf. 3 "•12" 4 ":12" 5 ":12" 6 " Direct Deck 6.18 Battens Direct Deck 5.37 6.05 0.289 1.08 1.03 greater Battens Direct Battens Direct Deck. Deck 5.24 5.90 5.09 5.73 J NOA No.: 024205.05 Expiration Date: 12/16/07 Approval Date: 01/02+03 Pore 4 of P.04 FEB 05 2003 09:52 FR BRADCO TILE CNTR 43515 TO 13057588484 Monier Lifetile Villa, Roll, and Capri Tile Table 4: Attachment Resistance Express'd as alViolttbnt • M (ft - Ibf) for NaiI • :: Tile Fastener Type Diet Deck - iDireet Deck Battens Profile (min 15/32" (min. 19/32" Tile Profile Monier Lifetile Villa, Roll, 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave CIi,) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clie) Tile Profile Monier Lifetile Villa, Roll, and Capri Tile and Capri Tile 4 Large paddy placement of 54grams o oIYP,v TM'. 5 Mediumpaddy placement of 24grams of PolyPro"'. . • .. • • • ••• •. •• • • • •• •• • • • • • • • • • • • • 111 • • • • • • • • • • • • • ••. • • • • ••* pjyorcd)„ • plywood) OOO • • • :R.4 • 8.8 • 16.4 25.8 47.1 24.3 19.0 35.5 31.9 2 -10d Rin• Shank Nails' 43.0 67.5 Installation with a 4 the headlap and fastemers are located a min. of 2Y3" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Application Adhesive uirements. • •• 11.8 21.9 25.8 47.1 24.3 19.0 35.6 31.9 2 See manufactures com nent a • • roval for installation re I 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Potvfoam Product, Inc. Average weight per patty 6 grams. • 28.8 4.1 7.1 22.9 49.1 24,2 22.1 34.8 32.2 50.9 Minimum Attachment Resistance - Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Polytoam fool yPro 86.61 Po cam Pot roll' _ 45.5' NOA No.; 02 1205.05 Expiration Dote: 12/16/07 Approval Date! 01/02/03 Page 5 of 7 P.05 Table 5B: Attachment Resistance P cpresidti as : Mgrrtent - M for MortSet systems •• ' Tile Profile Tile Appljcatio1n •• • • • ••• ••• • ••• ..•• ' •s Attachment Resistance _ 20.60 Monier Lifetile Villa, Roll, and Capri Tile •Morttar : .• FEB 05 2003 09:53 FR BRADCO TILE CNTR 43515 TO 13057588484 P.08 • • • •• •• • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • •• • • • • • • • • ••• • •• 5. LABELING Mt tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ••• MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 02- 1205,05 Expiration Date 12/16/07 Approval Date: 01/02/03 Page 6 o[7 FEB 05 2003 09:53 FR BRADCO TILE CNTR 16-1/2" 17" • • ••• • • • ••• •• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • ••• • • • ... • ••• • • • • • • • •• • • • • • • • • . • • .• ••• • • • • . ••• 43515 TO 13057588484 •• •• • •• •• • • 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE 12 -3/8" NOA No.; 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 P.07 >lc* TOTAL PAGE . 07 -�: NOTICE OF COMMENCEMEN A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: NED hereby gives notice that improvements will be made to certain real property, and in accordance with TH E UNDERSIG rovided in this Notice of Commencement. Chapter 713, Florida Statutes, the following information is p J � r c 1. Legal description of property and street address: 31 ,0 iv: • 1�or 2. Description of improvement: r te h) e 3. Owner(s) name and address: 6j ti' Interest in property: Name and address of tee simple titleholder: 4. Contract's name and address: 1 3 0 / I■/ E 5. Surety:(Payment bond required by owner from contractor, i I ) cF LO DA, COUNTY �, tat; cc y ol'ha Name and address: °„g,,,: — e. In nrs e Ice on _ C? Amount of bond $_ i WITNESS my hand and 0 i, I l S ;I. Lender's na me .'\ r.x / 6. and address: �ii' D .C. 7 . Persons within the State of Florida designated by Owner upon whom notices or o ther documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and'address: 6. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di ere . t da)e is specified) Print Owner's Name _ C r / Sworn to and subscribed before me this 51'd day of ,rei . Notary Public Print Notary's Name My Commission Expires TAX FOLIO NO. ;�'sCommissio � 4,2005 .� March 1)ond ^_d ' Co., ►n0. Ati:IMP [- lading 4 ,03R08 14 18 (2003 FEB 06 12 :22 t JA) V . S VI{ e A / b l Prepared b A '` v(/-1 ; s✓ Address 6? 3 SUI Al b) Css Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/7/2003 Applicant: SHERYL Ch Owner: CUCCHIELLA JOB ADDRESS: 948 NE 92 Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 Parcel # 1132060060100 f there is no permit package acc fee is $50.00, which must be paid i This Permit is granted to the contractor or ordinances pertaining thereto and with the urn and approved by the proper municipal authori authorization. A further condition upon which ordinances and regulations pertaining to the by his agents, servan or employees m 8 Signed: Signed: In consideration of the issuance to me of tt with the plans, drawings, statements or spec myself, my agent, servants or employes. N THIS CHECK 15 DELIVERED FOR PAYMENT ON THE FOLLOWING ACCOUNTS DATE TOTAL LESS-_,: DISCOUNT LESS FREIGHT LESS TOTAL DEDUCTIONS AMOUNT OF CHECK Building Permit Permit Number: BP2003 -209 CUCCHIELLA SHERYL ST Legal Description: AMD PL GOLDEN GATE PK PB 7 -54 LOT 12 & W1/2 LOT 13 LOT SIZE 75.000 X Contractor's Address: 9301 NE 6 AVE SUITE A -101 Fees: FEE2003 -818 FEE2003 -819 FEE2003 -820 Description Building Fee CCF Buildier's Bond Total Fees: Amount $150.00 $6.00 $300.00 $456.00 Total Fees: $456.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 8/6/2003 Construction Value: $9,700.00 Work: RE RROF TILE RROF WITH NEW MONIER VANGUARD ROOL COLORTHRU MARMALADE AMOUNT IJ srcu r, y rnhanrrd dorunlrnl. 5rr back OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 N.E. 6TH AVE., STE. A -101 305 - 757 -2612 MIAMI SHORES, FL 33138 Page 1 of 1 or drloils PAY .� // DATE Z — T OR THE S-6-01.4.A. � TO ORR —DER OF W._ t.-4 -t t � 1- G �� $ 434. so. J'� DOLLARS ` °°"°'OWL © EAGLE NATIONAL BANK ` Aventura Branch 2999 NE 191s1 Street Aventura. Florida 33180 o 0 2 18 74a' 1 :066006 349':u' 3 L 6A r. 7 t '7 n 21874 1 63- 634/660 24 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement or we 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 cupy of approved plans and specifications must be kept at building during progress of the work. T d Der mat 911 .... NE 92nd St Owner's Name and Address _.. ......_.. Street._.. _ . ° s No. Registered Architect and /or Engineer .,.•••,,,• ,,,,,,,,,,,,,,,• Name and address of licensed contractor ..Pal mer r.a R�fsrR3.t�t;...L'�...�AC�.•.15 ..B1E.. $ ...i�, : . N)),�m� � b`1��... 31. ? ._.._ Location and legal description of lot to be built on: Lot Block i f0 Street and Number where work is to be done ��8 u rv�� State work to be done and purpose of building (by floors). and for no other purpose. New Bui!ding Remodeling Addition Repairs No. of Stories _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 6 Amount of Permit t.20. ...._ 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 b • ng an• s construction may be sent to.. above The undersigned applicant for this building permit does hereby certify that he understands an accepts his obligations as an employer of labor under the 'Florida ‘‘'orkinen's Compensation Act, being Section 5066. Compiled General aws of Florida, Permit •nt Supplement. and has complied with the provisions thereof, and will require similar coin rom all -Ara tors or sub - contractors mployed by him in the work to be performed under this permit; and will post or cause to ,.e posted r in a ion he site th • such public notice or notices as are required by the Act. The undersigned agrees to employ o ly such actors, o • performed under this pcnnit, as are licensed by Miami Shores Village. Remuks (Sign Building Inspector \Icrr,bcr Member Member PLANNING BOARD DATE Chairman Member STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ....Tholtas..E...-Pairriar ••• 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 tame, and that all facts therein by him stated are true.. ` Permit No 423 J.. 0 4.. Date !J .c v / Disapproved NOTARY PUBLIC, STATE OF FLORIDA AT LARGE _ ' • € 78 % , Date G Notary Pub ___n§yRe UROSKI- ASHTON. INC (Signed) My Commission Expires ... _ »........_._.__.._ — ead, Sworn to and Subscribed befo $ELL H NuACr 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 1mm the PLrnnir,g l3o.ird. A re- impection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials anti /or workmanship. 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._. c' 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 ._.. _@J' 7 c �° /Z64. -. - -_ _� ' 4 ' . State work t be done and purpose of building (by floors) q z %� . _ si - -- � = Permit No Disapproved (Signed) -. &Li 4 4 `4a Chairman Member Member MIAMI SHORES. VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT PLANNING BOARD DATE ate tii 4.,... - / ) , 194 k �� a.� 1 No . i Street Q - - -- Member Member Member Date___ Dat_ Y Notary Public, State of .Florida Building Inspe r My Commission Expires Read, Sworn to and Subscribed before me. 9 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Ki 9 f foundation ff Roof Covering Estimated Total cost of improvements $__..__fa.��� Amount of Permit $_!' �O 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 tto performed under this permit, as are licensed by Miami Shores Village. ��� t . C /6 c/ Remarks ( Signed) " ] ` °sue€ ( •'. 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. 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 riecessary by improper notice for inspection or faulty materials and/or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description. Address of Building Lot n CONTRACtOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE / ,, ' 195 PERMIT IN? 12541 1' Work to be performed under this Permit Bl. Signed: BY Subdi- vision Value of Project $ op..-- EY Contractor's License No. AUTHORITY Amt. of ,.. G Permit $ �= 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. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in complianc:e with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myse , my agent, servant or employee. Owner's Name and Address L, Pierce MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 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. Registered Architect and /or Engineer LEM R002ING & TEL CO. 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) C, felt 90T felt, white shin vie tilo and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements s_ Amount of Permit $ �al.Celi 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. LtU G ACCF�j;G & ` IL ; CO. Remarks ( Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Date DayWIL 12126J5 19 No Street Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — - - - - - - - -- - -- — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) -4_ Building Inspector My Commission Expires PLANNING BOARD DATE Notary Public, State of Florida 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.