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551 NE 102 St (2)Project Address 551 NE 102 St. Miami Shores, Fl Contractor A. Wilson Roofing Permit Number 49306 Roof Pitch 4:12 Tile Installation Date 07/12/01 Adhesive Tvoe Mortar Test Date Tile Type All testing is in strict accordance with The Building Code, Section 3401.10 and PA 1 Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed %Passed Field & Ridge 10 Corner 6 Perimeter 8 TEST RESULTS: PASSED See Attached Sketch for Further Details ROOF REPORTERS, INC. Rooj 6 (561) 434 -7555 TAS 106 Roof Tile Uplift Test Report Dade County version of The South Florida 06 -95. 10 6 8 August 08. 2001 Santa Fe Barrell Al Maccagli, RRC #116 Dade County Certified Testing Agency # 99 -0615.04 100% 100% 100% 1400l r rrs - 3281 Lake Worth RoadO Suite EC) Lake Worth 1Florida 33461 Roof Consulting & Testing OVisual Surveys & Evaluations ORoof System Design O Moisture Surveys fY I • • !` 1 - 1 � • • -' +_.... , i•..••••i• _j. ..f... 1 Report of Calibration p Synergy Labs, Inc 9831 E evergreen St. Miami, FL 33157 88 8.34 6.24 30 UNIT UNDER TEST: Mfr S /N: Cust S /N: PROCEDURE NAME CALIBRATED BY: Eliu Lago P.O. NUMBER: VERBAL SUBMITTED BY: CHATILLON DFIS 100 DIGITAL FORCE GUAGE 25282 25282 SYN156 ROOF REPORTERS 3281 LAKE WORTH ROAD LAKE WORTH FL CERTIFICATE NUMB R: 30445:992524202 PERFORMED ON: NEXT CAL DUE:: TEMPERATURE: HUMIDITY: 14Jun2001 14Sep2001 22.0 °C +/- 1 DEG 38 % +/- 5% Synergy Labs, Inc certifies that tlt: above listed instrument meets or exceeds all spo!ifications as stated in the referenced proccdtre at the points tested(unkss otherwise noted). It has been calsbrotcd using measurement standards traceable to tin National Intdute of Standards and Technology (NIST), or to NISI accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniqucs.This calibra ion complies with ISO Guide 17025 and ANSI /NCSL Z540 -1- 1994. Calibration procedures used provide measurement uncertainty ratios of Itss than or equal to 4:1 of the spedification of the unit under test, with a coverage factor of k =2 at a confidence level of 95 °/0, unless otherwise noted. lltis report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was founcl to be in tolerance at the time of calibration. No adjustments were necessary. 999002 Signed: AMETEK WG -23 WEIGHT SET C. ali ration 1 echniclan Signed: `,(( 6 Jun 2001 uahty Assurance 6 Jun 2003 REPORT OF CALIBRATION for SERIAL NUMBER: 25282 Synergy Labs assigned ASSET NUMBER: 30445 PRINTED ON: 14 Jun 2001 Page \ of L • Date:' Job Address AiL /Da Si-- Tax Folio / /-3a04,- 09rd / Atilt S /-/a/2 s Sc K /w16 Legal Description /9 f gL,e 93 Historically Designated: Yes No Owner/Lessee / Tenant / / 7 Al Owner's Address Qualifier A' / ,'!j a n y /S Gr�i /_► u <J State # ( l'8 - 4/70 Municipal # Notary : to Owner and/ My ommission Expires FEES: PERMIT APPROVED: Zoning Mechanical ss PERMIT APPLICATION FOR MIAMI SHORES VILLAGE or Condo President Date " CI. 35 - C • /0 Q - 5 -3Q3 ate GLADYS ) VILLAS! ?` rARY PUBIC STATE OF FLORIDA COMMISSION NO. CC710 03 MYONIMrSStON L•XP. MAIt.1,2002 RADON C.C.F. Building , / / db -V2 lS Plumbing Master Permit # '3 0 (J // 33/31--- h .� /v (= /� a S7 /l9.4 , S n t Phone 34(5 7� 7 5 O 0 Contracting Co. /^i'/Au,"y /S (t/-/ o Li iose'a /'_i.t s Address /-g / - ' J / 70 ✓ e_ s 3 /P SS# Phone as - / - Notary as to Contractor ( Owner- Builder My Commission Expires: Ins. Co. e/✓.4 tr/'(/ / ‘ /0.9// NOTARY � BOND 366 Electrical Structural Engineer TOTAL DUE Date O /y / Date Denise LDirCO Bord•:d ' NOTICE OF COMMENCEMENT, • A RECORDED COPY MUST BE POSTED ON THE JOB SITE. AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /7' -O/ -090 STATE OF FLORIDA: COUNTY OF DADE: r 1R320266 :2001 JUN 20 11:44 • THE UNDERSIGNED hereby gives notice that improvementswill 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: 1 9'Al S ,i 4 4 e s , e— , L o /9 / r L l ' A . 1 - 0 7 - 4G . e 73 2,1 Si /43 0 / 6 , 5 - r - 9 . 7 / / / .S,' Ail, A4, Si(a /` / 3ji3cf' -� fl 2. Description of improvement: Interest in property: Q Ga41ere_ 6. Lender's name and address: Signature ol6wnor Print Owners Name Co Sworn to and subs •ed before me this Wi Notary Public 1 Print Notary's - me My Commission Expires: 3. Owner(s) name and address: 0.4ey . (, 7' /',� / .� / NC / o� S7/// e G � SA- s /_'/ 3 3' J Name and address of fee simple titleholder: 4. Contractor's name and address: / 2- tiAan,, ofg. GtV,I «J � /S-( 0/ 3 w ! 70 S7 , , q M, 5. Surety:(Payment bond required by owner from co tor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7 Florida Statutes Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a tr ee,� original filed in this office on /\oPy of the VV tar of WITNESS my hand and Official S a i. 10 fiARV. RUVIN, C RK. of Circuit and County Courts / D.C. 9. Expiration date of , is Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different dais spell ed) `' // Prepared by: A"•-■Vihy /'. G✓,• 4 °L) Address: . / . . , c 3 S z,) i 7e /t/ /AAdi ,.'/. 33iF - 7 123.01 -62 109e v Contractor's Name: (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles). • It Ft. 123.01.78 4199 ❑ New Roof Flat Rood Area (ft') a4,7,„ Slop5LRoof Area fe / J / 7 ( ) Total (ft' Master Penn o. Expostl e category (per ASCE 7 -88): C. Building Classification category per ASCE 7 -88 table 1): iss� 4 00 •'I -AQ / ` 949/ 1 fe co 5h o 6 adif rr 2 ROOF HEIGHT AND SYSTEM DETA I LS ARE THERE 17 O r ra y 4 Deck type:_ lajab sin/ 7) 3 Ia T r," ATTACHMENT 3,1 414 ! r wcio h � Fastener Type: 14 - f el f~ 74111. , S• �JI�I SPACING i 0 /l 11 i! / Field: 7 OC Perimeter: t/ O —Corner: 40c. rod oG t %ETAIL 1 &' 2 I i I � Appendix "E" UNIFORM ROOFING PERMIT APPL It2ATION PROCESS No. S r �+ J 0 ' Job Address: CC/ Alc /0 a 5re EE r- ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal foofs \Wood Shingles & Shakes) 1 ROOF TYPE Re- roofing ❑ Recovering ❑ Repair 1 111 N Ca ec4eC el (Draw dtitails as needed) GAS VENT STACKS? YES ❑ NO YPE- INATURAL L ima Page -1 (M�ar- Adhesive S ❑ (Other) ❑ Maintenance ROOF PLAN Kuc Deck gyp.: r Undertay:emu Insu latiau 3. 100/ SLOPS D t T a t l 3 Appelailix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. • ZIAEED_ZYSTEldpassza Yi/tearr type it apadrti: Cap shads Root Covaalatj Ae Page -2 Ar . Drip sage I ATTACH Zr Vab -Wr'kB ��� � z � 5�� x� , 94s, ( Aaodynunj G• eao_e`X a (Pmcr ?• qG .�• a s K •�_ • ) • q _ .. j�,�l' "���PCA: X. fj ■ MMM ••• • : M P32 , C7PCA: 74. " a ffsl M, ? e7 p . (p 2 "pc. 047 (2) 4" c_ 4,1ps IL"ot tloga- 7 Coy ENTS REQUIRED 1) Firc Directory Listing Page 2) Dade County Product Control Notice of if eccptancc -Covcr Sheet a) Specific System Description b) Specific System Limitation c) Guam/ Limitations d) APPlic4le Detail Drawings 3 ) MunicipalPumit Application 4) Other Component Approvals • 5104 APPENDIX "F" • I APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F" is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with iii is appendix and to explain to the owner tile content of this form. The provisions of Chapter 34 of the South Florida Building Code (SF -BC) govern the minimum requirements and standards of the industry for rooting 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. CZ 1. 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. G C 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) C G 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify' the occupants of adjacent units of roofing 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 I 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. CC 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. Pending' conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. C pp 10 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 /dge 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 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. with Chapter 23 of the SFBC. cc Date Contractor's Signature 03/')d/20a0 1::21 3€58836656 MIAMI -DADE I I PRODUCT CONTROL NOTICE (IF ACCEPTANCE Acceptance No.:99- 0913.05 Approved :10 /14 /1999 I of 1 Internet mail address: postmaster ®buildittgeodeooline.t)m SANTAFE TILE CORP PAGE iVIIAMI -DADE COUNTY, PLOP, >,... METRO -DADE FLAGLER BUILDi: BUILDING CODE COMPLIANCE OFFu! - f METRO -DADE FLAGLER BUILD! 1(_; 140WEST FLAGLER STREET, SUITE MIAMI. FLORIDA 13:30. i_i•. (305) 375.22901 FAX (305) 375. Santafe Tile Corporation 8825 NW 95th Street Medley FL 33178 CONTRACTOR ENFORCEMENT SECTIO , (305) 375 -2966 FAX (303) 373•22?OF PRODUCT CONTROL DIVISION Your application for Product Approval of, (305) 375-2902 FAX (305) 3 -633; R'lission Barrel "Roofing 'Tile" under Chapter S of the Code of Miami -Dade (County governing the use of Alternate Materials and Typ..;s Construction, and completely described herein, has been recommended for acceptance by the Miarni -Dace County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to se..:u :c product or material at anytime from a jobsitc of manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspen:' 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 to meet the requirements of the South Florida 8ui Code, The expense of such testing will be incurred by the manufacturer. CONTRACTOR LICENSING SECTII)`. (305) 375 -2527 FAX (305) 37_.2558 Raul Rodriguez Chief Product Control THIS IS THE COVERSHEET, SEE ADliIT1ONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building and Product Review Committee to be used in Dade County, Florida under the conditions set forth abo': e rancisco •uintana, Z.A. Director 'Miami -Dade County Building Code Compliitn: c Homepagt: bttp://www.buildingeodeoaline.com 03i24/2000 17: 21 3958880058 SANTAFE TIL CORPO RAT]ON NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS: Test Azeney Test Identifier Test Name /Report The Center for Applied 94.156 -6 Static Uplift Testing Engineering, Inc. PA I 02(A) (Nails and o Clip) The Center for Applied 94 - 156 - 5 Static Uplift Testing Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7121 -1 Engineering, Inc. The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. B. OTHER Project: 07- 07 -00 -91 (307023) Lab fiMK -2 Tech: Alberto Ramirez P.E. 1. Notice of Acceptance number 99- 0913,05 E-L SANTAFE TILE CORP ACCEPTANCE No.: 99- 0913.05 APPROVE 10/14/1999 EXPIRES Static Uplift Testing PA 101 (Mortar Set) Wind Driven Rain PA 100 Physical Properties ASTM C 1 167 10/13/2002 Date 09/94 09/94 1 1/95 09/94 08/96 Frank Zuloaga,RRC Roofing Product Control Examiner PAGE a�b 03/24/200H 17:21 3058880050 1. i SANTAFE_TI1_E CORPORATION ACCEPTANCE No.: 99- 0913.05 I NOTICE OF ACCEPTANCE: STANDARD CONDITIONS This revises a roofing system using Santafe 'Mission Barrel', as manufactured Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein: The attachment calculations shall be done as a uplift based SCOPE system. Category: Prepared Rooting Sub Category: High Profile Ti 2. PRODUCT DESCRIPTION Manufactured by. Applicant Mission Barrel Clay Roof Tile Trim Pieces Roof Tile Adhesive ( "Polypro®D AH 1 60 ") Dimensions I = I8 -'h° w 8 -'/� to 7 -Y2" taper W' thick 1= varies w = varies varying thickness Dimensions min. 12d x 3'/." N/A N/A Test Specifications IPA 112 SPA 112 2.1 Components or products manufactured by others Test Srecifications PA 114 Appendix E PA 123 See PCA 2 SANTAFE TILE CORP PAGE 02 APPROVED :10/14/1999 EXPIRES :10/13/2002 Product Description High profile, two piece, clay roof tile equipped with one nail holes. For nail - with clip, mortar set and adhesive sec applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges; and valley terminations. Manufactured for each tilt profile. Product Description Corrosion resistant, ring shank nails. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applicatio Manufacturer generic Bermuda Roof Company, Inc. with current PCA Polyfoam Products. Inc. with current PCA Frank Zuloaga RRC Roofing Product Control Examiner §ANTAYE TXLE CQBWR4TION Product Hurricane Clip & Fasteners tJOTICE OF ACCEPTANCE: Imenfion ti min. K" width min. 0.060" thick Clio Fasteners min. I2d x 31/4 Test Bocci f eation3 PA 114 Appendix E 3 =,wv i.+r t I LLt i.;URP PAGE 7? ACCEPTANCE No.: 99- 0913.05 APPROVED : 10/14/1999 EXPIRES :10/13/2002 STANDARD CONDITIQNS Product Peseripti . Corrosion resistant bronze, aluminum. stainless steel or galvanized steel httachment clips for all nail -on tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Manufacturer generic 3. LIMITATIONS 3.1 Firc classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall b e submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayrnents 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 chapter 29 of the SFBC. • 4. INSTALLATION 4.1.1 Sant* 'Mission Barrel' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS !120. 4.2 Data For Attachment Calculations ,Frank 2uloaga, RRC Roofing Product Control Examiner Table 1: Average Weight,W) and Dimensions (I Ix w) Width -w Tile Profile Wei Ibf) Length - et) Mission Barrel Clay i Roof Tile j 5.5 1.50 `feet) 0.5© §ANTAYE TXLE CQBWR4TION Product Hurricane Clip & Fasteners tJOTICE OF ACCEPTANCE: Imenfion ti min. K" width min. 0.060" thick Clio Fasteners min. I2d x 31/4 Test Bocci f eation3 PA 114 Appendix E 3 =,wv i.+r t I LLt i.;URP PAGE 7? ACCEPTANCE No.: 99- 0913.05 APPROVED : 10/14/1999 EXPIRES :10/13/2002 STANDARD CONDITIQNS Product Peseripti . Corrosion resistant bronze, aluminum. stainless steel or galvanized steel httachment clips for all nail -on tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Manufacturer generic 3. LIMITATIONS 3.1 Firc classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall b e submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayrnents 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 chapter 29 of the SFBC. • 4. INSTALLATION 4.1.1 Sant* 'Mission Barrel' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS !120. 4.2 Data For Attachment Calculations ,Frank 2uloaga, RRC Roofing Product Control Examiner 02 2a, "20@6 17:21 3658880050. I NOTICE OF 4.CCEPTANcE: SANTAFE TILE CORPORATION Table 2: Minimum Characteristic Resistance Load - F (Ibf) Tile Tile Profile Application Mission Barrel Clay Roof Tile Nail -on With A Cli• S stem Mortar Set Adhesive Set 1, The nail hole shall be located at the center Or the cover tile, 1 -112" from the head. 2. Minimum 3" headlap. 76.60 • 5. LABELING All 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 the South Florida Building Code (SFBC) in order tc properly evaluate the installation of this system. PROFILE DRAWING SANTAFE "MISSION BARREL" CLA SANTAFE TILE CORP PAGE ACCEPTANCE No.: 99- 0913.03 APPROVED : 10/14/1999 EXPIRES :10/13/2002 STANDARD CONDITIONS Minimum Characteristic Resistance Load (Ibf) uloaga, RR Rbofing Product Control Examiner • .00 03/ 17:21 3058880050 SANTAFE TILE CORP SANTAFE TILE CORPORATION END OF THIS ACCEPTA 5 APPROVED : 10/14/1999 EXPIRES :10/13/2002 Frank Zuloaga, RRC Roofing Product Control Examiner PAGE 05 ACCEPTANCE No.: 99- 0913.05 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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 manufacturer's name, city, state, and the following statement: 'Miami -Dade County Product Control Approval ", 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 product 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. 1. Any revision or change in the materials, use, and/or manufacture of the product or process shill; automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a 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. 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 Acceptance is displayed, then it Shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 4 and this last page 5. MIAMI -DADE VV -•... a 1 I\ UI' \I PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.P. Materials Corporation 1361 Alps Road Wayne NJ 07470 Acceptance No.:00- 0331.15 • Expires: l 1/04/2003 JVJ J J 1 1 V JC.IJJ 1 J-tJJ 1 r • .L MIAMI - DADE COUNTY. FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUII_DI'G 14U WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375.1905 CONTRACTOR L.UCF:SSING SECTION (303)37S.257 FAX (305) 375. CONTRACTOR ENFORCEMENT s I:CTIoN (305) 375 -2966 FAX (3051 375 -no3 PRODCCT CONTRO1. DI VI:;ION (305) 375.1902 FAX (305) 372.0339 Your application for Product Approval of: GAF Conventional Built - Up Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance (BCCO) 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 manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, i t' it is determined BCCO that this product or material fails to meet the requirements of the South Florida BuildinQ Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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. i I I Approved: 06/29/2000 I of 3? Internet mail address: postmaster @huildingcodeonline.com Homepage: 'rancisco . Quintana. R.A. Director \liami -Dade County Building Code Compli incc UI'tiet http : / /www.buildingcodconline.com Category: Sub-Category: Deck Ty e: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer GAF Mineral Shields Granules GAF WeatherCoatO Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RU13EROID'D Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS a30 Ultima Base Sheet GAFGLAS Ply 64s . Et, caeoa , ,..v. , Rooting BUR 60 Ib. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs./roll 5 sq. roll 45 Ib. roll ROOFING SYSTENI APPROVAL Wood - 75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELE1) BY APPLICANT: Product Description Dimensions 5, 55 gallons Test S pecification ASTM D 41 ASTM D 1863 ASTM 1227 Approval Date: June 29, 2000 Expiration Date: November 04, 2003 Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. Granules for surfacing g of exposed asphalt, cold process cement or etnulsion. GAF Mineral Shield. Granules shall be used for flashing applications only. Surface coating for smooth surfaced root's. ASTM D 2824 Fibered aluminum coating. 2 of32 Acceptance No: 00 ASTM D 3019 Retired asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4536 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated. fiberglass base sheet ASTNI D 2178 Type VI asphalt impregnated glass felt with asphalt coating.! •ran Zuloaga. RRC Rooting! Product Control Examiner 1 rtiLV Leo WO 1J GU !-K bKHLI.0 CAF MMATERTALS CORPORATION Deck Type 1: Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. PP Y• Base Sheet: , GAFGLAS® 475_ GAFGLAS 480 Ultima Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, G FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ` /," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o,c. in two rows staggered along the center line of the sheet in the field. Ply Sheet: Two or three plies of GAFGLAS® PL 'L4 ®.,GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a'full mopping of approved asphalt applied within the EVT range and at a rate of 20-4,0 lbs. /sq.. Cap Sheet: (Optional) OneeIy of G■FGLAS® Mineral Surfaced Can Sheet adhered in a full mmoo in °E proved asphalt applied within the EVT range and at a rate o 20 -40 Ibsisq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with art application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal./sq.. 2. Asphalt flood coat at an 'application rate of 60 lbs. /sq. * 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 IbsJsq., respectively. Maximum Design Pressure: -45 psf. (See General, Limitation #7) Maximum Fire Classification: •Ivlaximurn Slope: Specification No.: Wood, Non - insulated New Construction or Reroof 1e /" or greater plywood or.vood plank decks See General Limitati n #l. See General Limitation #1. N- B -3 -G. N•B -3 -C, N- t3 -3 -M, N- B-4 -G, N- B -4-G /P6, N- B-4 -M, N- B- 4 -M/P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -S -G, N- B- 5 -G /P6, N- B -$ -M. N- B- 5 -M/P6 DUD D7( 7 I U .:)1:JJJ (J47J ( Acceptance No: vu-w.)1 16 of32 Frank Zuloaga, RRC Roofing Product Control Examiner ** TOTAL PAGE.17 ** EL2dll5I • Mambas Tut Tunstant11a OAFGLAS® STRATAVENTO Perforated RUBEROIDaD TORCH FR RUBEROID40 30 RUBEROIDS) 30 FR RUBEROID ULTRACLADIl SBS Veu Sucks (metal and plastic) OAP Aluminum Emulsion Dimension* V. sq. roll 90 lbs. 1 sq. roll 93 lbs. 3 gallons RUBEROID• 109. Roll ULTRACLAD • SBS 101 lbs. 1 sq. roll 911ba GAF, Aluminum Roof 3 gallons Paint GAF Built•Up 10010. Roofing Asphalt bulk NUV e)o 'IOW FR FtRpDC0 C. A F MATERIALS CORPORATION RUBEROID MOD 601b. kap Asphalt RUBEROID MOD 601b. kep Asphalt RUBEROID MOD 60 Ib. kegs Asphalt P \Vond Deck System Limitations: 1 A slip sheet is required with Ply 4® Flex PIy 6 and Ply 6® when used fastened base or anchor sheet. 2. l/ Type X gypsum board is acceptable to be installed directly over the wupd deck.. 4 43 • Product flnsdatloa 7 sq.roll ASTM 0 2171 T ge� plus felt 43 Ib. roll 3 sq. roll ASTM 02171 Type 1V upp.lt I.tpn`ntod glass felt midi asphalt coring.. 76 lb. roll ASTM 0 3909 Asphalt coated. glass fiber mu cap sheet swilled with mhral granules. 601b. roll ASTM 01697 Mier D 3672 mated on both sides midi espial*. Surfaced cm be boom side midi mMeraf granules coal dded M aspk id. coedits wbb faatosy pnkradosai Tw • !redact ausi0ntlaa Dasdadpa ASTM 0 5147 Wavy duty. polyester r.Mkrced. atro4 with fire rotardast alpha modified Munro uembreas. gr.eals althea ASTM CI 3147 Non woven fibergiru seat coated whh i polymer modified npbak ed surfaced vilds mineral i • ASTM 05147 Non wows fiberglass mat coatd wb Ilia monism polymer modified ',Mk marked wW Weald pram m Pram Isq.roll ASIM05147 Wow fiberglass mm coated veldt Polyml 101 tbs. modified rphak and surfaced wlb darMtor. mppr « ..laws sod fon . 1 AS 10 910 One may valve vent vud mellow btrlla I .p mums MAU tin roof sywm. OAP , ASTM 0 635 Vary 5ueka available la meal or Oaths. Nome colloidal bou emulsion 1 m M ktaia wkb r.Bsalve aluminium Bakal ASTM 0 5147 Waves fiberglass mat coated Mat Polymer atodlfl.d molted sarfaud wki aMmMtms. 1 sapper or mastless red foil. ASTM 07121. Noafibered. aluminum pigmented. asphalt; Type 1 soof.cating 1 MS Ind siall mPluk SEES modlliad asphalt SUS modilld nphak SUS modified asphalt • &ram Prdrs Cord Gamier 305 59? 9464 TO 3053754937 Oahe Fame= 112 ISO 95+Composite Asphalt Asphalt Nowt BPS various MO Nasky Wood varioa Pih.sbord PdiMifrdue. various Po Perlis Issa4dos various Polyatbylea 4 mil mi` Red pods various MB duminus roof CMS Dog -O.ek 30of32 . •Test • Product ' I WsisssIoot tiltcdOntlla i ncdoW, IIdaaalIstaas PA 114 Insulation Wan for ' Couutw+m moats. dodo • resumers Ix (yids dement PCA) PA 114 leadarion Gnm.r fr sod i Communion and mood data )Famous loo. (wits comet PCA) I PA 110 Folyfaoayuotrai / pall. 1 Fhsto.e ridged houWfm (with current PCA) ASI( 0 311 Type IU or IV Hot aspaat Mamie adhesive Waimea 12 141a. 32 u. . I generic ASTM 011 MOM Primer I generic PA 110 Baanuded polystyrene I generic 111111/M1011 • PA 110 ' Wood fiber 1nsuWbo bond i generic PA 110 hedge / urethane =mask. 1 generic board lnsuWlm PA 110 ' MW IasuWlkm bard i generic Vapor bonier / Air barrier generic Rosh paper for barrier layer pneric f m wood deck. PA 114 Corroslos mamma mesh: generic slag shank oils I Corrosion a nimaccla ;dYet PA 111 Aluminum mammies various PA 110 Gypsum iuubulos board 9M32 as n mechanically r. 0oi 1 Gnudy Industries • (wh,cunent PCA) G.agia Pacific hark Ldpµ MC MARS CC.uol Euonc Frank Zuloaga. RRC Rooting Product Control EN 11))Incr NUV Ub 'OW 1.3:18 FR bKHULU GAF ►M, TCRiALS CORPORATION l• C CNERAL \LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for tire ratings of this prodt►ct. Insulation may be applied in multiple layers. The first layer shall be attached in compliance with int4 of Product Control Approval guidelines. All other ndyctstishall of adhered Ibsi a full ra o a nic sly approved asphalt applied within the\ EVT range a attached using the fastening pattern of the top layer. 3 All standard panel sizes; are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' nlzximum. 4 An overlay and /or recovery board insulation panel is required no ed oar on t p ns o over the hose She foam insulations when the base sheet is fully mopped. diameter circles, 24" the b or Strio may be applied using spot mopping with approved asphalt, 12" mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. tion of either shall be placed every .12' in each ribbon to allow 1V v Sl ► tot , tutaclAtl s ns shall be limited system shall be at a minimum rate of 12 lbs. /sq to a maximum design pressure of = psf. Fastener spacing for insulation attachment 105. If the fastener value �TAS on a Characteristic tested(rs <���• of 275 lbf., as tested in compliance v 275 Ibf., insulation attachment shall not be acceptable. 6 fastener spacing for mechanical attaehtttentrohewith sheet tloe 11112K1111 design b dcd . on a minimum fastener resistance value t conjunction within the specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing. prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener ands spacing ul size the withdrawal resistance value taken 'from Miami-Dade Protocol compliance with Miami -Dade Roofing 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 #9 will not be 'applicable.) 3 All attachment and sizing of perimeter nailers. metal profile, and /or Ilashinu, termination dcsi..ns shall conform with Miami -Dade County Roofing Application Standard TAS 1 l 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all ruor pressure zones (i.e. field, perimeters, corners). No rational analysis. nor extrapolation;shall be permitted for enhanced fastening at enhanced pressure zones;(i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Lhuitation #7 will not be applicable.) Jy'r 'J4b4 I U JIJJJ f J4 JJ I 31 of 32 h".U•/.1' I Frank Zuloaga, RRC Roofing Product Control Examiner I JUV lJG ' 4UU 1J 1C I th<HULU GAF MATERIALS CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS, Renewal of this Acceptancc (approval) shall be considered after a renewal application has been tiled 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 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 will not be considered if: a) There has 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 (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 has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, sliatl 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 32. END OF THIS ACCEPTANCE D ( y4d4 I U 32 of 32 Frank Zuloaga, RRC ,Roofing Product Control Examiner 214. .ROOF CQVERING: :MATERIALS (TEVT) 13.Q0FIN.G SYSTEMS.'(TG Continued dry UA,66.",Series 1 gal /sq or "Gacoflex UA -60" applied at 1.1/4 gal /sq (12 42. .Deck NC • . .tili : •;)+ ; ,• Incline: 1/4 Foam; t'e9lYrl)}o'•.,9r( P,gIyIso ,Spacial"• with "Polyfoam 251" or "Polyfoam 3Q3 ", 1 in min. Base Coat One or two applications "Gacoflex UB•7050 ", applied at 1 gal /sq /application or 3 :applications applied 1-1/4 gal/sq /application (16.32 dry mils). ' j '' SyrfaKing+u: .EO(le4' -6 "• S, rles (various Colors) applied .1. gaVsq (12 dry mils). 43. ' Deck: NC c • ;; ,Fgem:?, P I` -I lncline: 1/2, 0 Y,..so;;,or, °PoJylsq;�SPocial" with. "Polyfoam 251" or "Pol,yfoam 303 ", 1 in. min. • •Base Coat One or two : applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or 3 application s.app(ja�n1h1 /4':gaVyq /application (16-32 dry mils). :Surfacing: '' Gacoflex UA -60" Series (various colors),applied 1 gal /sq (15 dry mils). l Foam. Poy -Iso" or 'PoryIso Special" with "Polyfoam 251n or 2 "Polyfoam 303 ", 1 in. min. • .Base Coet,. ; G a c oS)Ip5 . ,jippp ",a @d,a4 ;gal /sq (10 dry mils). 46. Deck: in NC : " SJ1000'j.opplied at 1 gal /sq (10 dry mils). Incline: 1 i F4. @n}ii eQlY1Pg(r r21j1,1 j gr: "Poly 303", .any thickness•. • Surfacing ; 'Gacoflex tire - Shield 7007", 40 dry mils. GAF MATERIALS co,10,, wAyNE NJ 07470 • R1306 (N) .'ASPHALT FELT SYSTEMS WITH:HOT ROOFING ASPHALT . Type. G2 : asphalt:igless • :Qlatt base 'sheet '("GAFGLASi #75. Base •Sheer) is a suitable alternate for Type`G 1 asphalt glass ply. sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A, B or C roof systernOndicated` below:) pz''tau I: , •y, The'roof deck'mgq.tirst be a Type G2 asphalt glass mat base sheet " GAFGLAS Sue- tavent (Vent =Ply) perforated' Rr, &S'Stratavent(Vent -Ply) for nailable'decks". Perforated to be moppad and, riailaFilelto' be` rtle .cfianicallY.attached_granule side down. .••:•, •. As an'optlon Type G2 asphalt glass Mat ba • sheet (" GAFGLAS #75 Base'Sheet' or "GAFGLAS Stratavent (V.@lit:Rly)(for;'rjallaale: decks') may .beCsubsituted for G 1 :asphalt glass fiber ply sheet (" GAFGLAS'Ply 4" pr "GAFGLAS.PIy, 6") as the nailed base ply in the following systems. • Bottom•plyor base'aheet'may.be solid!mopped;'spot•mopped or mechanically fastened. .•: Unless.: otheritvjsefltidlceted ;'all.insulations maybe hot mopped or mechanically fastened. "GAFGLASrFIashlne or "Ruberoid" may be used for flashing in any of the Class A, B or C sys• tams listed:below. E i 1 p 6.1,;; P. • :. insulation When'•'rperlite" Is: referenced :.this .includes "GAFTEMP Perlite" or any other UL Classified perlite •. •. Crushed stone;,or slag;are suitable alternates for gravel•in any of the Class A, B or C systems list- ed. Structural cement Obgr;building:units are.consldered suitable to be :included as a deck in the fol. lowing Class A; B,prtC syntaws:llsted. over;C-,>i 502 :or: NC. . The use of gypsum board undar following Class A, B or C systems does not adversely 'effect the rating. The use of 1/2 In. min gypsum board is an acceptable alternate for insulation over C 15 /3 2, :cleckst"'' The•use•of polystyrene Insulation board between min 3/4 in. perlite board and deck with rosin pa- per (perlite /rosln .paper /polystyrene %perlite) is a suitable alternate:for isocyanurate board in the fol. lowing Class •A, 13ArcC systernsii:,a+. Isotherm R may.Jbe substituted, for any isocyanurate insulation in any of the following Classifies. :.,•: i1 • .t:, i::.; :+.•:.'?" •:. •■. • • .., •.CLASS A; B. and C. Hot roofing asphalt, for use,with organic snd glass felts or modified bitumen membranes. Ait + ••tir, 1. .Deck: C 15!32:, • -. y : ' z.,:. Class A • Insulation (Optional): One,.or more Payers perlite, wood l fiber, glass fiber, isocyanurate, ure- rthane,•:porlita/Isocyanurate• composite,:,perlite /urethane composite, wood fiber /isocyanurate I 4...r2com Uetiphen .RUc;,any,.thicknesv.,..j . ': 1y; Shee V;;Three;or.: more nlayere: .G1 ".!GAFGLAS Ply .4" or " GAFGLAS PI .mopped.. al ; ;t ,. , .,::'S ; v 6 hot 2. Deck: C -16/32 • lnsula om• • ii'.l ...•' "` ' Incline: 2 i; tae 1 (Qptl°,eq :, One or, more layers •perlite, wood fiber, glass. fiber, isocyanurate, ure- ti.O fags, �Ugil ocyanurate:,cpmposite;•.perlite /urethane composite, wood. fiber /isocyanurate ..compo}ite,.phenolic any thickness. Ply Shee or more, layers .Type .G 1 • "GAFGLAS Ply, 4" or " GAFGLAS Ply 6 ". . Cap Sheet• i.ii) layer Type:.G3 : : GAFGLAS Mineral Surfaced Cap Sheet ". 3 . Deck:' NC InSulat (9r(Opt)onal);!,One.,or•more layers perlite; wood 2 thane, perl(t;e /isocyanurate composite, ,perlite /ureth af. glass composite, wood oo isocyanurate, composite ;.phenoliq;`2'Ifldrnax,;•• : d fiber /isocyanurate te "Ply',Sheet Two or more'Iayers.Type G1 ' "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Capj$he9:;One;IayerType G3 " GAFGLAS Mineral Surfaced:Cap Sheet". 4. Dec r , C •Insulat(on:On or,,two layers "Isotherm R ", 4 in. max, hot l mopped, Ply Sheen AnV Cla 5/ .` Deck: C 5 /3Z; ffied avel. s p i{a ced.Class;A.asphalt:glass fiber mat system. r, 811 {l;Shept;(Rptlpnaq;;Red.rosin paper ;nailed• to deck.... ins: 1 BaseiSa @et;;P.ailayer,ofoT.Ype.G2 FGLAS :.Ply'Sheet: One or more,(ayers•of :.Type. • 6 .- Basey.Sheet': (may be nailed), •.: fjCgp,Sheet;,ple,Jayer ot?TYpe ::GAFG .A + Ply 4 ".or ap Sheet''... Ply 6". ", °' • ,1 ,,.. • Hera ed..Cap Sheet "... 6• • Deck: NC :Basa'Slieet.• One layer�gf G2 #75 Base Sheet". .r P Ili , Shgeto;Qpe<q.krilote layers: of .:Type :G1' "GAFGL•AS :PIy:;A",or GAFGLAS Ply .6". 4�ti'_aP.Sh6Et:)0,00,1ey.esiof iTypa:G-3`"GAFGLAS :Mineral,. Surfaced. Cap .Sheet". 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. Date danuar r-__26__ . Owner's Name and Address.___Mr._._.TaW. Treadkrela. 4 No 551 Street 102 Registered Architect and /or Engineer Name and address of licensed contractor W.R.Robbins & ISon Roofing Co. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.__.55_1_- __ 1Q2- _ .Stre.et_ State work to be done and purpose of building (by floors)__ Remove old roof, apply 1/30# and Flexstone New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 1.1.00_.00 Amount of Permit $ Q0 Zone cubage required ! plan Cubage Distance to next nearest building . 1 Size of Building Lot Maximum live load to be borne by each floor_.. __ . I 1 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.._.W.R & - -Son_ Roofing .Co. -11t. 1 _- NWi1 -20 street -, - -- Miami -- -3311 2--- .�- - - - - -. 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontrac • s, o. work to be under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 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 - - - - -- - - 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 C (61 4 Date Disapproved __- - --- ---- - -- -- - -- - - -- - -• D (Signed) Building nspector and for no other purpose. Read, Sworn to and Subscribed before me. PLANNING BOARD__ __________________ DATE Chairman _ _ Member Member 1 Member Member Member Council Approved_____.__ Dafe i Disapproved Notary Public, State of Florida My Commission Expires.. 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 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. Owner's Name and Address % Registered Architect and /or Engineer MIAMI SHORES VILLAGE Cam!- G_! Name and address of licensed contractor__ >53 ls_e?'_2 !_l_/ Date_ d No I Street- Location and legal description of lot to be built on: Lot Block Subdivisio _ Street and Number where work is to be done 1 _ -__ State work to be done and purpos pf building (by floors) __ r�rc- ' � F' _LL; _ � � r ,c> f : % ?/) /' /' �`� 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 $ 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. Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector 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. B ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder ,`5„� Legal Description. Address of j .�^'! .,„ , , Building 4.7 r/ / 1 ., ' 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, draw' s, statements or specifications that may have been submitted to and appioved by the proper municipal authorities; This Permit may be revoked at any time if a 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 grant 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. t BY Signed • • , t " ,• , : vrn .- J ..f t ; a f, INSPECTOR i ration of the issuance to me of this permit I agree to 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 acceptiq, e j�erm assume responsibility for all work done lty either, m my agent, servant or employee. °� s ��``�.. N 'CO ,, TR214CTOR OR BUI In Lot MIAMI SHORES VILLAGE, FLORIDA DATE / """' — If 1951_ Contractor's License No PERMIT N° 10741 Work to be performed under this Permit BI. Subdi- vision Value of Project $ BY or Amt. of Permit AUTHORITY