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32 NE 92 St (8)S MIAMI SHORES VILLAGE BUILDING DEPARTMENT Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date 5 Correction Re- Insp'n Fee 305- 795 -2204 Building Inspection Request • NF, Ci z taan le Ok ( ,L)o Date TypeInsp'n Ti Q Permit No. Approved Correction Re- Insp'n Fee . . 22 74 ° V je t MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ding Inspection Request � I) 2( ei Name UiCACCA C1P) ( Y Address 1 v Company Phone # Inspection Date Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT "J 305- 795 -2204 Building Inspection Request 2495 DEPARTMENT Date_ no � Type Insp'n` I �� Permit No. Er-, C5 3 Name er) 1� Address t )2 N J Company `c c WCl � t 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 26 `�1 G4 51 76 2 1 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 B1 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 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 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, 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 COMPILANCE PROTOCOL TAS 106 TEST RESULTS P = PASS, F = FAIL Project P 6 4 2 8 SITE SPECIFIC INFORMATION Owner's Name -J t 1 Z-2. Permit # Me a=s3 Job Address. 75 2 - 14 ' i , 6 1 v gr. ) Lit .4 1P. Roofing Contractor c U'-- 1-2.9z? `fi IJ 6, Type of Tile: F t �k t S. 9 - - F A '' Date Installed: 4 Y 7 - off-- Approximate Roof Height: l 7 feet Roof Pitch: ' lz Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof 4 , 9-1947 ft Required Testin Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested 7 — I . 3 -_) IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBMITTED BY: Civil Engineer: Lab Certification # 98- 0608.04 P.E State of FL Certificate Authorization # 4100 7 -/ Sketch of Roof notrermimmio ■v ■w IIR511 1111 It 2- g. EMI MEP MIS WAN .�r ,a► Aiir;'7 1a 4 cA miirAd ra`iEN MIN f Notes: Job 31.— `Z S •� C(� C heer Number Contractor Checked By Scale Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -530 Printed: 4/20/2005 Applicant: EUCLIDES Owner: JIMENEZ JOB ADDRESS: 32 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060130050 NE 92 Building Permit JIMENEZ EUCLIDES ST Contractor's Address: P.O. BOX 531051 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 9 & W1/2 OF LOT 8 BLK 1 LOT SIZE 75 X Fees: Description Amount FEE2005 -5071 Building Fee $325.00 FEE2005 -5073 CCF $9.00 FEE2005 -5074 Notary Fee $5.00 FEE2005 -5075 Training and Education Fee $3.00 FEE2005 -5076 Technology Fee $8.13 FEE2005 -5077 Scanning Fee $21.00 FEE2005 -5078 Submittal Fee ($50.00) Total Fees: $321.13 Total Fees: $321.13 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/10/2005 Construction Value: $14,500.00 Work: TILE RE -ROOF Page 1 of 1 APR 2 5 MID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder Owner's Address Jew City i ► IN 0 r t°- Tenant/Lessee Name Contractor's Company Name KR. t '&J 11 R& V ( I ti c Phone # P. o. Rex 53)05) Contractor's Address City Qualifier u lA Type of Work: Describe Work: 3ekyrk cc, 1c-r } J Total Fee Now Due $ f. Code Enforcement $ ----y (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avgnue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 q Y1 .. State FL_ / State FL_ LL 1 E1tC'.k Structural Plan Review. $ Permit No. Master Permit No. Electrical , Plumbing Mechanical Zip Phone # Zip Roofing € Pho # • l k, e/7 /7(/ Job Address (where the work is being done) 3, ATE q- . A 1 Z_)* City Miami Shores Village County Miami -Dade Zip 33 .3 ' Is Building Historically Designated YES NO 305 7 f5 L) `o , l i ! 53 1313. j CC)L /36 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1 LI/ I, CIO Square Footage Of Work: 3 EAddition Alteration ENew Repair/Replace ❑ Demolition i c r o e)(16-1-ins 47 le roc' ovill rx n ec'v c _ . J &cyr c c (v r'-Ii ro .j h .x-i 1 IL +A .ca tine i le rte 3t f'1'►'1 ; L * * * * * * * * * * * * * * * * * * * * * * * * * ** *per * * * * * * * * * * * * * * * * * * * * * * * * .... Submittal Fee Permit Fee $ _� CCF $ 1 CO /CC Notary $ Training /Education Fee $ 7E Technology Fee $ aL Scanning $ L.5 Radon $ Zoning Bond $ * * ** Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature _ ' Signature V tA AI VIkkb Owner or Agent Contractor day of who is personal f chc 05/13/03 The foregoing ins rument was acknowledged before me this n \ , 20 by t1 NOTAR Sign: Print: My Co mission Expires: APPLICATION APPROVED BY: own to me or who has produced As identification and who did take an oath. The foregoing instrument was acknowledged before me this f ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ' sA i �n: ixa.lu ' Print: ndoxi•fhru r, m[u Hon" My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * *. ****************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** * ************** ******************************* **** ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APR 19 ES Plans Examiner Engineer Zoning • 123_01 -48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. Section A (General information) Master Permit No. Process No. Contractor's Name Pct Paul }<OW of ei4 Job Address 3 N E 9).1r\ J J ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ki Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes' Are there ❑ Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ 61 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 3 W0 3.2 00 Section B (Roof Rani 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. ' ::::E:r EE: '' : • : C E C EEEEEEEE•saamuEEE E EEEEr E r'E:EE'EE:EE EEEEE.NEEEEE r .... . . ■ E .. C E ■ C.0 ■ ..... ■. � ■ ■ ■ .E.i. ■ ■ ■.C".. ■... ■.■ ■ ■ ■. ■ ■C■.■■ CC CECCCCEC " C CCEC = =' - " - "• ■ " : E C� :CC 1111 E 1111111111111111:1:11i111111:111111111:111111 " E ' CECC000CC ' :CEC ...0 : EC. C. C ■.C'... ■..■.. ■ ■.... ■...■ .. ■. r ■.CC ......•. ■•••. C.. CCCC CCCCCC'umuuuC ■Em. ■■■■■■ ■■■C■u ■ ■ ■■■■CCE■ ■ ■■�r■ ■u...mu■ ■...... 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C ■C ■ ■■■ ■E ■C ■ E•CE ■CCC Ai]I I r■►�. ■ ■■■mmm ■r■ ■mo. ■......■ / ■Ua/ ■■ ■ ■■ ■ ■ ■ ■■ ■ r■■ ■ �- ■ C . ai ■ C■ ■ ■■ ■ ■ ■ ■.Im. ■■ ■■C■ r ■■■■ ■ 14 �CC E ■■ C ■■■■ ■ E Cri► ■ ■ C ■ ■■.►■r ■■ ■■■■■�■CI �E■ ■■r . 1■■C ■ ■■ C E CCC C ■ • ■ ■■■C ■i C ■., ■■►� E■■■ r,■■■► ■r■uC ■■ C . C C C.' .■ E r■C■.. ■r ► .■■C� ■■ ■C'.■■■ %■■■r ■C ..' MOH c E : E'Ei: C: °'luE ■: •.i ... E►.C�nuu EE E Cr. _E■■■.■ ■ Li:. mi .r E SEE ■ F1C OM 2111 C 1:11109111111111111111111111011 C 0 EEC CC � p' ►.CC C. te iui E ■. C ..rl ■G •CCEC u.CC�rNUI'r�g ■ ■E r1111111111.1111W ` I■RI■�`'Td��■C r ` C ■■ Iau C `:!� K 1 1111111. C 1111111111111111111111 E m� ■■ ■ ep■CC .C■rps rE E E .C� E ■. ■■��Eei�...1 �„' u E ■ . ■■■ r ■ r■■ ■r.uu IK�rG } ,+ �1 u ■E ■E . ■C ■■■C■ ■■ ■■■■e►m■r�l =r =c�■ �i E ro■ /Ai Roof Slope: 3 : 12 Florida Building Code. Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Forth. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: I )(' V-'J i nt ype Underlayment• nsulation: Ridge Ventilation? N1 14 I - 4:P9 W Pt- Fire Barrier: Mean Roof Height: astener Type & Spacing: ' i� • bit I /� iQ,S;M ica Il o dhesive Type: t cphtd - 1 - ype Cap Sheet: oof Covering: 4k1 s Ia+e Type & Size Drip Edge: %3Oa s 123_01 -48 5/03 PAGE 4 Roof System Manufacturer: � ain+a Fe Notice of Acceptance Number: 00 °' L . 1 1 0 b Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: H I l b P2: 10016 P3: 100i 0 Maximum Design Pressure L p (From the NOA Specific System): V I 1 "1 Method of tile attachment: Po 1 y FZ AA ke-S 1 ve Roof Slope: 3 : 12 Florida Building Code. Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Forth. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: I )(' V-'J i nt ype Underlayment• nsulation: Ridge Ventilation? N1 14 I - 4:P9 W Pt- Fire Barrier: Mean Roof Height: astener Type & Spacing: ' i� • bit I /� iQ,S;M ica Il o dhesive Type: t cphtd - 1 - ype Cap Sheet: oof Covering: 4k1 s Ia+e Type & Size Drip Edge: %3Oa s 123_01 -48 5/03 PAGE 4 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engteaing analysis prepared by PE based on ASCB 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Kmimum Attachment Resistance F NOA Required Uplift Resistance F Calculated Average Tile Wth W NOA Tile Dimenions 1= length NOA w= width All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance` Mean Roof Height 15' 20' 25' 30' 40' — Roof Slops 2 2 344 36.5 382 39.7 42.2 3:12 322 34A 36.0 37.4 39.8 4:12 304 32.2 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calcuiationsl For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M If the Mf values are greater than or equal to the Mr values, for each area of the root, then the tile attachment method is acceptable. s Per RAS 127" NOA 11� NOA 11� NOA 11� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA F '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. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P zI: = w: )— W: cos B: = F NOA F' (P : z l: = z w: _ ) — W: z cos B: = Fn: NOA F' (P : z l: = z w: = _ ) - W: _ z cos 0: = F NOA F' 123_01 -48 5/03 PAGE 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 7 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High .Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) is 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 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 09 Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �fI • 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 Florida Building Code provides the option of maintaining this appearance. • 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. • k-- 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. f9 7 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 attio ventilation shall not be • reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Date Contractor's Signature • 01/15/2003 14:33 3058880050 M I A M IDADE SANTAFE TILE CORF FADE 01 N IAMI -DADS COUNTY, FLORIDA METRO -DADEi FLAGLER BUILDING BUIL )1VG CODE COMPLIANCE OFFICE METRO -DAI)C FLAGLCP BUILDING 140 WEST FLAGL!ER STREET, SUITE 1603 MlAivll. FLORID■ 33130.1563 (305) 3752901 FAX (31)5) 375 -2903 CONTRACTOR LICENSING SECTION (305) 3,75 -2527 FAX (305) 375 -2553 Cc NTRAC rots t }■I DIVISION (305) 375 -2966 FAX (305) 375 -7908 vit0qUCr CONTROL DIVISION (305) 375.2902 FAX 1305) 372.6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of A ;ternate MAterials and Types of Construction, and completely described herein, has been recommended for t.cceptance y the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,1;'L 33178 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMN, ITTEE 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 Miami -Dade County. ' lorida un der the conditions set forth above. APPROVED: 02 /01/2001 Francisco J. Quintana. R.A. Director t 1 iami - DadeFCounty [.Wilding Cock Compliarce Office 1 \.045000I1pc20001 \templates \notice accepnnce corer page.dot Internet mail address: postmns ter @buildingcodeonline.com eit Homepage: http :, /wwW.buildingcodeoniine.com 01/15/2003 14:33 3058880050 ROOFING ASSEMBLY APPROVAL Cate.ory: Roofing Sub - Categorv: 07320 Roofing Tiles Materials Clay Roof Tiles Deck Tyne: Wood 2. PRODUCT DESCRIPTION SANTAFE TILE CORP FADE 02 SANTAFE TILE CORPORATION ACCEPTANCE No. uloaga, RRC I Roofing Product Control Examiner : 00 1212.06 Approval Elate: Fcbruhry 1, 2001 Expiration Date: Fcbritary 1, 2006 1. SCOPE This renews a roofing system using Santa Fe "Santafe `S" clay roofing tile, rnaniufactured bra Santafe Tile Corporation described in Section 2 of this Notice of Acc:ptance, deigned to comply with the South Florida Building Code, 1994 Edition for Miami -Dade Co4tnty. For locations where the design pressure requirements, as determined by aaplicable b Iuilding code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall bt: done as a moment based system. Manufactured by Test Product Applicant Dimensions Specifications Description Santafe `S' Clay I = 18" PA 1 12 One piece high profile clay 'roof tile Roof Tile w = 11.5" equipped with two nail hole. For nail -on, '/_" thick mortar set and adhesive set Ipplications. Trim Pieces 1= varies PA 112 Accessory trim. clay roof pieces for use at w = varies hips, rakes, ridgos and valle' terminations. varying Manufactured tc r each tile 'rofile. thickness 1 2.1 COMPONENTS OR PRODUCTS MANUFACTURED 13Y OTHERS Test Product Product Dimensions Specifications Description Manufacturer Tile Screws #8 x 2 -%" long PA 114 Stainless Stee generic 0.130" shank dia. Appendix E 0.178 flute dia. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field upl ft test shalt be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Coll ity Certifigd Laboratory to perform quarterly test in accordance with PA 112 apadi hall be submitted to the Building Code Compliance Office �. Y_ I 1 Table 3: Attachment Resistance Expressed as a MomE nt- Mf (ft-Ibf) For Nail -On System Tile Profile Tile Application Two Nails One Screw Two Screws One Screw' w/ Clip I Two Screws w/ Clip Santafe S Direct Deck 21.8 29.16' 38.28' 57.31' ' 57.60 Battens 23.6 Adhesive Set 61.9 D 'rest Deck 61.77 1. Approved screws as noted 'Product manufactured by others' ! Table 2: Restoring Moments due to Gravity - M (ft-lbf) Table 4: Attachment Resistance Expressed as a Moment - M, (fth Ibf) for Mortar or Adhesive Set Systems ' 2 "•12" Tile • 4 ":12" Tile Attachment Resistance 7 ":12" or greater Profile Direct Deck Application Direct Deck Santafe 'S' Direct Deck Battens Mortar Set 23.6 Adhesive Set 61.9 Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 2 "•12" 3 ":12" 4 ":12" 5 ":12" 6":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens D 'rest Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.291 5.03 N/A 01/15/2003 14:33 3058880050 SANTAFE TILE CORPORATION ACCEPTANCE No. F 00- 1212.06 3.5 30/90 hot mopped underlayrnent applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum dick reguirerhents shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict comp;iance with 14'liami Dade County Roofing Application Standard RAS 118, RAS 1 19, and RAS 120) 4.1.2 Data For Attachment Calculations 3 SANTAFE TILE CORP FAGE 03 rank Zuloal,a, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multiplyers— Mft Tile it (ft A. (ft Profile Batten Application Direck Deck Santafe 'S' 0.274 0.297 01/15/2003 14:33 3058880050 SANTAFE TILE CORPORATION ACCEPTANCE No. F 00- 1212.06 3.5 30/90 hot mopped underlayrnent applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum dick reguirerhents shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict comp;iance with 14'liami Dade County Roofing Application Standard RAS 118, RAS 1 19, and RAS 120) 4.1.2 Data For Attachment Calculations 3 SANTAFE TILE CORP FAGE 03 rank Zuloal,a, RRC Roofing Product Control Examiner 01/15/2003 14:33 3058880050 PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE SANTAFE TILE CORP PAGE 04 SANTAFE TAE CORPORATIQN ACCEPTANCE No. a 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacture or following statement: "Miami -Dade County Product Control Approved ". 6_ BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copie:c 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. 4 Frank Zuloai;a, RRC Roofing Product Control bxamincr s name or Togo, OW15/2003 14:33 3058880050 SANTAFE TILE CORPORATION SANTAFE TILE CORP FAGS 05 ACCEPTANCE No.j: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal appl cation has bpcn filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufact irer 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 will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this produc: and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance; including the correct installation of the product; d) The engineer who originally prepared, 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 of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval hash been requested (through the filing of a revision application with appropriate fee) and granted )y 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. J I 6 The Notice of Acceptance 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 Notice of Aceptancc is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE 5 Frank Zuloa ea, RRC Roofing Product Control (Examiner .J1OD T O;` >ti'OT1CC A PTAti f I'nlytaum Products, Inc. 2400 Springy- Stucbncr Rnud Spring ,TX 77383 -1132 , V1LAVtt -DADE COLN -Y. FLO RIOA NtE T RO -OADE FLAGLER OUILOtNC 0L'1LDiNC CODE CO IrLIA,tiCEOFFICE mu- rho -DADE rLACLI.:14. OUI1..DiNO . 1 7 wl.isl'•PLAOLLiTt ST eC I', SUITE IMO Mtn`1t, FLORIDA 32130.1163 (3 US) 373.290I FAN (105).15.7 cON•l1&. r ro t.rr.) :v laic 5et'rio (JIM 371.2:27 FAX 001117i-2211 CONI.1UAt.T014 L•11:MICESIKATDIVISION (30$) 3 (3U3);73.19t R 1'ROOUCI• CON1'it01, UIV1yiON (. (3U11372.0)3 Yuur application for Notice oI (NOA) of: Two Component Polyurerhene Fn;tm Adhesive under Chapter 8 ol'the Cock of Mianii -Dock County governing the use of Alternate Materials and Types of Cunstruction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (OCCO) under the conditions spccitied herein. — Chts NOA shall not be valid after the expiralian date stared below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant far quality control testing. 1f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements or the South Florida Building Code. Tic expense of such testing will he incurred by the manuf'acturt:r. ACCEPTANCE NO.: nI- nS2t.02 EXPIRES: 05/10(2006 Raul Rodriguez Chief Product Control Division 111. STI1E COVF12S11IrT S ()t N,AL. PACTS FOR SrF. IF ) N1'ItA CONDITIONS • numn INC co v & PRODUCT REV(FW COMMM1TTn This application for Product Approval has been reviewed by the BCCO and npproved by the Building Cade and Product Review Committee to be used in Miami -Dadu County, Florida under the conditions set lorth above. APPROVE: nG/t4,2nnt Francisco J. Quintana, R.A. Director Miami -D,de County !luilding Code Compliince Office •+= 150001t4 c 2C 3 Ckleemp : :ee+ln +r.•pea =o Oo.ar pago.do+ Internet uuiil uddre»: pos :mnsrcrabulltIlocciJconline.com • Itoiitcpage: hr ►n :I /www.bu1Winacodoontine.com ,r .O7 /23(1 VON 13:09 FA1 a34 srs tug: f'_n. y gnm Prod nc ACCEPTANCE tio.: 014521,022 12OOFINC AS5Cti?OLY APPROVAL r -d Sub- Cat ecnrv. ftit:rtcrirtL: Polyurethane I. scow This approves 1'olyprud A11160 :t; nt.inul''cturcd by l'ulyfuan% Products, Inc. as described in Section 2 of this Notice ol Acceptance. ror the locations where the design pressure requirements. as determined by applicable building coda. does not exceed the design pressure values obtained Cy c :lculations in compliance with Roofing Application Standard RAS 127. For use with approved t1at, law. and high profile roof tiles system using PolyproQta AH 160. Where the w3chment calculations are done as a moment based system For single patty placement, and as an uplift based system for double potty systems 2. PRODUCT DESCRIPTION Manufactured by Test Protluct Applicant Dintensinn S1ecifle,itInng Descrlrtinn Palypro®AHI60 N/A PA 101 Two component • polyurethane IroamproQD RTPI000 NIA DispcnsinS Equipment ProPlckTe 30 & 100 N/A 11001",1g Rcol Adlics'.v' 2.1 Components or products manufactured by others: Arty Miami-Dade County I'rodu.t Control Accepted Roane Assembly having a current NOA which list uplift resistane:c values with the use of 1'olypro Al 1160 roof the adhesive. 2.2 Typical Physical Properties: Prnpely c� Density ASTM 0 1622 Compressive ASTfvI D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability A STM D 1623 ASTM D2127 AS'rM E 06 ASTM I) 212G rW6,1rWtir Results 1.6 IbsJR.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 11.08 Lbs./Ft 3.1 Perna / Inch Approval Date:.1une 14, 211111 1 Xpirtti�m IJrtk: Mav 1 113006 Dispensing Equipment Vohtrnic •40 F,. 2 weeks +6.U7 Volume Chan •u n • n • ° Ifuunr�l y, 1111 it 2 %weeks 010-40111 Front: Zuloagn, Rf.0 Product Control Examiner Palvrcihm Products, Tnc. ACCEPTANCE No.: a(- QS2t.02 Not;: The physical properties listed ntsovc me prescntcd us typical nvcrn :e values ai determined by nc:cptcd ASTM tc:;r methods acid me subject to normni manufncturins ynrintion. 3. LI.v11TAT1ONS 3.1 rire c assif ca icn i;rc: part efthis acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 hclypro® AH 160 shall solely be used with Ilat, few, 84 high tile profiles. 3.3 Minimum undcrllymcnts shall be ii; ccmpliancc with the Roofing Application Standard RAS 120. 3.4 aloof T :Ic manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with thc use of Polypro® A.H 160 root adhesive with their tile assemblies shall test in accordance with PA 10! a;;d with section 10.4 as modified herein. (- 2 --) r w MS 4. INSTALLATION 4.1 Polypro® A.H160 maybe used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro'' '" 4.2 Polypro® AH 160 shall be applied in carnplianc' section and thc corresponding Placement Ova' assembly's adhesive attachment with the use sufficient attachment resistance. expressed the uplift resistance determined in comp' Application Standards RAS 137. The tile assembly NOA 4.3 Polypro® A1-1160 roof tile adltcsiv accordance with Roofing Applic Polypro® A.H160 Operating I' 4.4 Installation must be by a Far by Polyfoam Products, Inc applicators to the author 4.5 Calibration of the Pow any adhesive. The r be maintained bete deliver 0.0175 to shall be approved. 4.6 Polypro® A1.1160 dispensing cquipm 4.7 Polyprom A11160 Po lyfo.ani Products. Inc. ACCEPTANCE No.. Ct- 0521.0 d.3 Tiles must be adhered in Freshly applied adhesive. Tile must be se: within Z to 3 minutes after Palypro ®AH 16C has been dispensed. 4.9 Polypra a AH 160 plact:n..cr,t and minimum patty weight shall be in accordance with the 'Placement Dctaik' herein. Each generic tile profile requires the specific placement noted hcrein, 5. LABELING . All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation o(this system. 4 frank Zulaaga, RRC 'Product Control Examiner Table I: Adhesive PLtccntent For Each Coneric 'rile t rorla TileProfile I'luccssscnt Detail Single faddy Weight Two Paddy Weight Min. (grunts) per paddy Min. (grams) _ 35 NIA Fiat. Low, High Pre 'let u High Protilc (Z Pis:cc Barrel) #1 l7iside an cap and 3alpan_ N/A Flat, Low, HFh Profiles u? I 24 N/A flit, Low. High Profiles iii 1 g Po lyfo.ani Products. Inc. ACCEPTANCE No.. Ct- 0521.0 d.3 Tiles must be adhered in Freshly applied adhesive. Tile must be se: within Z to 3 minutes after Palypro ®AH 16C has been dispensed. 4.9 Polypra a AH 160 plact:n..cr,t and minimum patty weight shall be in accordance with the 'Placement Dctaik' herein. Each generic tile profile requires the specific placement noted hcrein, 5. LABELING . All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation o(this system. 4 frank Zulaaga, RRC 'Product Control Examiner olv(37rr; Prodtij , Inc. ADHESIVE PLACEMENT DETML 1 SINGLE PATTY ud ?.;,14:1013•114 :Imeni Evs Ca, YN ta•t mono sot four SO WIu.prwt. 1 la.f Iran vw461.1i I] Plan tryc>1Me►1..vrllkit lTtan yyutl.i 1.1111 e.4441•.11A W IM MI 11 Lao town +IaUt W .'.lS 4P411.11/210. I l Ier heft ...IOWA .pa toot Ua Ns Frs1lM 1M. GA" Nil West wf too mil mew ;No I. aau la latent 1 014 II M MM. tMerl IN M tl orn ar 1141 Mt In Inn os ro ll% Goo wool tioNd (ham) 3 ACCEPTANCE No.: OI- 0521.02 wNther Plod. GIIMY:I$) IM GIMP lfklafiiuilmi WIJ colMhll hww Wirt loolii611 . wore slab Doi Noq Crank Zulcaga. R.RC Product Control Examiner PoIvfacini Products. lnc. N10:Novi1 ;41ltC ::RC %I ADHESIVE PLACEN DETAIL 2 SIVGLZ PATTY 6 ACCEPTANCE No.. 01-057. 1.07 Frank Zuloaga, RRC Product Control Cniner royfirij Products, AOHESI Vh: PLACEMENT DETAIL 3 DOUULE PATTY lai thrautes plastic :mem Sling le putty '41n under lite 3 In. Single ;144 Orl YM1 ftl Single :eddy on top ol the ..■■•••••■■■... ? bitty fbenooan has! tomato tItsj aere I it./ 7 X reediene eat paddy tug hula CiVtu en* plask cement Eris Cra-le Single • ely under the Single paddy between Me Eve Clorde $aJ inrougn elastIC amen' IIA4 11 ryreent ACCEPTANCE No. : 01-052 .0Z s:?si 3 :n. In.e giddy en I t tl y d rn i o I PO parlay on top of Ole Ern Coves Frank Zulangs. FiltC Product Control Exzmincr Slnipli Nerdy 'Jnaor till 5414 p.eddyeerteten ih 2 'At T In. reePlura ellipeddy totolo anti Fitch w-t' Cal cicgurs Ortg she M• totyf,;;ttts• Products, Tree 8 ACCEPTANCE No.: 01-0521.02 IZ.nc'.val of this Ac_cptanc: (c!. ?rcva) shell bc ccnsidarcd alter a renewal application has been filed and the original submitted documents, irtc!udi:rg rust- surporting data, er documents, are no older thus c ht (±t) }ears. 2. Any and all z prcv.d prCJUct: shall be permanently labeled Witlt the InZI:ul:leturer's name, city, state, and the fellcwinb st;ttenlcrlt: "Miami -Dade County Product Control Approval ", or as specifically stated in the spc_itic conditions cf this Acceptance. 3. ltenctvols o,°Acce L'uc_ will not be considered if: a. There leas been a change in the South Florida Building Cede al ecting the evaluation cf this product and tale product is not in compliance with the code change. . b. The product is no longer the s :une product (identical) as the one originally approved. c. [f the Acceptance holder hs not complied with all the requirements or this acceptance, including the corrcc: installation oFthe product. d. Tltc engineer who originally prepared, signed and scaicd the required documentation initially submirtcd, is no longer practicireu the unginccring profession. 4. Any revision or change in the materials, use, ancL'or manufacture or the product ar process shall automatically be cause for termination of this Acceptance, unless prior ,vriucn approval has been requested (through the filing of a revision application with appropriate fec) and granted by this office. S. Any of the following shall also be grounds For rt:mot'aI of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, far sales, advertising or any other purposes. ti. The Notice of Acceptance number preceded by the words Miami -Dade, County, Florida, and follmcd by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shalt be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributers and shall bc available for inspection at the job site at all time. The engineer nosed not reseal the copies. ti. Failure to comply with any section of this Acceptance shall be cause for termination and remo of Acceptance. 9. This Noticc of Acceptance consists of pages 1 through 8. END Or THIS ACCErTrt,NCC Frank Lutoaga, R.RC Product Control Examiner PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date L' / 0S Job Address .3a 721f;-1/) Tax Legal Description * 9'1414d'i1� 1•0 9 el/A Own /`� er / Lessee / Tenant /7/I c cL- 2 / / 1 NU a/Z So / Owner's Address .3A /e' % c',A ** * FEES: PERMIT 17,6 APPROVED: * Fire Mechanical Plumbing Folio& ,Ve9/ v 2 1,61 o Master Permit •4 ,..,Vc Phone 7 c 3 5/ I� / c rc; Address 0 �V � / 79-5 Contracting Co. ©i o � 1 4uaiifielexWoco e t. /)e% e2,4,U '# - Phone 9 V 77 Uc 7/ State # Municipal # Competency 4i //J.ra Tip Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address P ermit Type(circle one : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN "WORK DESCRIPTION ./U44 c2e G�_� _ -74 / o (J.) H? Square Ft. Estimated Cost(value) $/C D O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work staged. r Signature of owner and /or Condo President ignat4ce of Contractor or Owner- :.silder Date: Date: 1/43/q/1 Cokla Notary as to Owner and /or Condo President o tar� as to ContractoL T Y Rti 1 k'S bd kORIDA My Commission Expires: IY�► Commission Expird11;1':COMMISSION EXPIRES APRIL 16. 1992 BONDED THRU STEMBLER -ADAMS & SWEET RADON C.C.F. ' NOTARY * 15 - . B O Other * * TOTAL DUE " / ° DV Zoning Building V>l- ) Electrical Engineering BUILDING ELECTRICA PLUMBING TRACTOR OR BUIL]J MIAMI SHORES VILLAGE, FLORIDA DATE G " 1944_ Contractor's _ , g g S License No PERMIT N? 5424 Work to be performed under this Permi Owner of Building f 1,4.A.t. / - Yl°" "u.t..• Building Architect Contractor or Builder Legal Li Lot Bl. Description Address of ., r ., �i* V a lue of Amt. of� Q Building_ - � ** 4 �� Project 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 appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th 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 pia. - =re change witl .ut authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above • es spon•!•ilit or a thorough knowledge of the ordinances and �. regulations pertaining to the work covered hereby whether shown on the plans od,� •, n th; stat • is or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. • In consideration of the issuance to me of this permit I agree to perform the work cov: e• hereunder in compliance with dinances and 4egts4alipns pertaining thereto and in strict conformity with the plan drawings, statements or specifi. tions submitted to the proper author'sfi •of Miami Sho s'VViltl'fge. In accepting this pe it I assun ibility for all done by either myself, my ag•`.t, servant or employee. Signed. Subdi- vision SPECTOR By < 4, y `l j BY AUTHORITY 0. UILDING LECTRICAL LUMBING rwner of uilding '. egal Lot - escription : ontractor Builder ' / t :. RACTOR OR BUILD MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 5424 • Work to be performed under this Permit (A' e ': e rchitect 1 Bl. ddress of , , Value o Amt. of , Q uilding -' �' Project I Permit )�� tab 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 appli- =tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any ans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked any time if the work is not done in compliance with such ordinances or if the pla a chant • • ith•ut authorization. A further condition upon which this :rmit is granted is the understanding that the contractor or builder named above :. •• es �+ pon '.ility or a thorough knowledge of the ordinances and, gulations pertaining to the work covered hereby whether shown on the plans o 4 ' • 1 • the ate •� is or specif and that he assumes respon- ? fifty for work done by his agents, servants or employees. y �� /' Signed: .f� By ♦ • / SPECT In consideration of the issuance to me of this permit I agree to perform the work cove hereunder in compliance with. all ordinances and regulations srtaining thereto and in strict conformity with the plans rawings, statements or specific ions submitted to the proper authorities of Miami Shores Village. accepting this pe . •t I assuin res}aprl�ibility for all done by either myself, my age t, servant or employee. Subdi- vision BY DATE G - 1943 Contractor's ` S . License No. AUTHORITY