Loading...
RF-08-137Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/10/2008 Inspector: Grande, Claudio Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: Z ROOFING INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments REMOVE AND REPLACE WITH NEW MONIER FLAT WHITE TILE COLOR THRU. 1 SO ,0� 40 Passed Inspector Comments CC e e . i ,, S-ee 4-1115-C Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 9, 2008 Page 1 of 2 is t • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305) 756.8972 Permit No. '€ 08-W1 W1 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Master Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 1 ¥ a s\1 ITS 1 rct 1 a.3 Address 051-t NE IC) j 5. (J City r n l am I S k7D f t'5 State n_, Zip 331 J 0 Tenant/Lessee Name Phone # Phone# L305) 333 30 '41a Job Address (where the work is being done) c 5 4 1.10 t 0 ( Sr. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO %," Zip 33(3i5 Contractor's Company Name z Roo F-,K14,, 114 C Phone # C.3 ©5 E�5 9. 1 Lo Contractor's Address 2 52 J tAi . 3 C`T City [4 1 a l tah State ft _ Zip 330 [ 1) Qualifier Arf�l.1 S- i l i� . ex P315 (rlo State Certificate or Registration No. C e- e-1324.004 t Certificate of Competency No.11 9.9 9-1- 12b Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 20,000 . v Square Footage Of Work: b 0 Type of Work: ['Addition ❑Alteration ❑New lace Re air/Re p p ❑Demolition Describe Work: E` LOVE /1 o R -0:12Litr (T' f M o -.n ova . FL T 1/01--1 °T1 L� Submittal Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * ** * * * * * * * ** 0005.t_ CCF$ C Technology. Fee $ 1.50 Permit Fee $ Notary $ ® Training/Education Fee $ q Scanning $ 1OD W Radon $ Code Enforcement $ Structural Plan Review. $ 4 M * ** CO /CC Zoning Total Fee Now Due $ 651 - . 1- 50 (Continued on opposite side) JAN 2 9 2008 a Ind\ 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. I 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. Signature O r Agent The foregoing instrument was acknowledged before me this 15, � day of Ja,1. , 20 b Cr, by IVat�l t t(l Ct q who is personally known to me or who has produced As identification and who did take an oath. NOTA Y P LI Si: t Lit Print: My Co ission Expires: ' . LISSETTE PACHECO �,: „► � i MISSION # DD 638230 '`''' `� EXPIRES: June 8, 2' a 9►`p Bonded Thai Notary Public Underwriters Contractor The fore oing instrument was acknowledged before me thisf ( , day of � ! , 20 08 , by US-Kr) E p who is personally known to me or who�tas produced as identification and who did take an oath. NOTARY PUBLI Sign: ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Print: My Commission Expires LISSEITE PACHECO MY COMMISSION It DD 638230 Bofitled Thru Notary Publlo'Undehariters * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. `', 08-131 TAX FOLIO NO.I I- 320 (° 0(3.1+0W STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 c :F N 2008R006, 1994 OR Bk 26175 Ps 4464; tips) RECORDED 01 {24/2008 10:15:32 HARVEY RUVIMp CLERK OF COURT MIAMI-DADE COUPITYv FLORIDA LAST PAGE 1. Legal description of pro erty and street/address: a5 f E t0f S 1 mi -s S - - IIrYLO i' ` l W 2. Description of improvement: 'RI" -R 3. Owner(s) name and address: 1Yt2 ll 1 Pi 5 33 r3' Interest in property: SPY( Name and address of fee simple titleholder: 4. Contractor's name and address: Z ROOFING, INC. 2525 WEST 3 COURT, HIALEAH, FLORIDA 33010 5. Surety: (Payment bond required by owner from contractor, if any) STAT; GF LORIDA, COUNTY OF_►�' Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner u. • : om no •�r provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date ofi recording unless a different date is specified) gnat a of Ow - Print Owner's Name 'f ILdI Prepared by L ° 1 at `f-co Sworn to and subscribed before me this i day of " , 206 °. Notary Public Print Notary's Nam My commission expires: 123.01 -52 PAGE 4 5/07 Address: 2525 WEST 3 COURT HIALEAH, FLORIDA 33010 OFFICE 305) 885 -9166 FAX: (305) 885 -7546 Witted S"/mied'PJ ��aqe DOvitateat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305- 795 -2204; Fax 305 - 756 -8972 RECEIVED JAN 2 3 ENT'D BY :, 01 OWNERS'S AFFIDAVIT OF EXEMPTION 01431 ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2"d Ave Miami Shores, FI 33138 1 i Re: Owner's Name: " r' ct Property Address: 1-0 I`6 f test s T_ Roofing Permit Number. Date: Dear Building • ciat: 1 -em011 s\—co,1‹c,ex, certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the ovisions of 1994 edition of the South Florida Building Code (1994 SFBC) Si • atur State of Florida County of Dade Ivavv 4 +rte Print Name 01,00-(2g - The undersigned, being the first duly swom, deposes and says that he /she is thor fir the above property mentioned. Sworn to and subscribed before me this 1 day of eol Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is ual to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a-General Contractor for the Roof to Wall connection Hurricane Mitigation. RECEIVED JAN 2 8 ENT'D Bpi: i u ged caul NO 6AS OR UL • • • • jic :tiaiierorm • • • • • Section A (General Information) Master• efmit No. • ..�_ . Process No. • • • Contractor's Name: !oh A_ dfre3s: !� • Roof Category ••• • Low Slope __.. Mechanically Fastened Tile • • o Adheslvt Tile _Asphaltic Shingles _Metal Panel /Shingles --Wood Shingles /Shakes — Prescriplive BUR -RAS 150 Roof Type .—. New iun• Re- Roofing ,Recovering _, Repair Maintenance Are there Gas Vent Stacks located on the roof? _Yes Ji If yes, what type? '�. Natural __LPGX Roof.System Information Li slope roof area (My: Steep Sloped area 01.') IMO Total (IL') e d Section B (Roof Plan), Sketch Roof Plan: Illustrate all tavola and sections, roof drains, scuppers, overflow scuppers and overflow drama. Include dimensions of sections and levels, clearly Identify drmensiona of elevated pressure zoned and location of parapets, Perimeter Width. (a'�i Corner Size (a' • d 11111, rnnni !' '__111111 1MNS11 HIM 11:1iiiliIIIMINUANU111W41 11 tts1■ !It i ►!N1 i11i films =wan 11 • 1 ■,tlr ■IMI ■••r 11111111111•1■11111 ICY•■ — • 1MS ■•M ■E M =IN - •_•■ — MO •I I■••11 MIN ■IM RIt1iM mailmw• NM•r,AIM 1111 ■l �•Iw• w1 ■•1/ .�..r1tIt111a..dOt�t�•; t ,i1 APPROVED • Miami Shores Village ZONING DEPT BLDG DEPT BY DATE S J3JECT TO COMPLIA •IWITH A FEDERAL T.ATE ANL'l COUNTY RULES AND REGULATIONS 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • •• •• • . • • • • • • • • • • ••• • • •. •• • • • • • • • ••• • . • • • • • • • • • • • • ••• Florida Building Code Edition.2004 . High - Velocity Hurricane Zone Uniform Permit Appliapiag Form. • • • • • , • • . • • • • • • • • ••• ••• • • • • • •••• Section D. (Steep Sloped Roof System) .. . • • •• ••• •• Roof System 'Manufacturer: . • • ,, -fi s. 0i 6 - tf /T` Notice of Acceptance Number: 0 7,../co.3 -)2.. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: _; 5. 1 P2: —66" 1 P3: — 9 5 - I Maximum Design Pressure (From the Prod -uct Approval Specific System): e Steep Sloped Roof System Description Deck Type: Roof ope: _ 12 Ridge Ventilation? ype Underlayment Insulation: #3c: (-rn.r rELt MCA? t AtuiD P&6--a< Pat*'C Fire Barrier: Mean Roof Height I 0 v Fastener Type & Spacing: Adhesive Type: T. C. 32. GR 4,1 Type Cap Sheet: Po L15%t C k t?) Roof Covering: Type &Size Drip 1 Edge: 'J 3GA 9) e -. c .sa.rto 15.34 FLORIDA BUILDING CODE — BUILDING 1 Page i •1 1 • • ••• • • • ••• • •• • •• •• • • • • • • • • • • • • • • • • • • • • - - •• • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC • APPJUCAT(PN • • • •.••• Y t'S • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • • Section E (Tile Calculations) •• • • • •• ••• •• For Moment based tile systems, chose either Method 1 oC2;Cvrii ' re t e i for Mr with the values from Mf. If the Mf values are greater Mali or equal to theme Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45.1 P 2: -95.1 P 3: -95.1 x A 10.82 - Mg: 5.8 = Mr1: 5.02 x A 22.82 - Mg: 5.8 = Mr1: 17.02 x A 22.82 - Mg: 5.8 = Mr1: 17.02 NOA Mf: 40.4 NOA Mf: 40.4 NOA Mf: 40.4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: Mr Required Moment Resistance* Mean Roof Height in Feet 45. 20' 25' 30' 40' Roof Slope 1 y y 4. y 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 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 28.2 30.0 NOA Mf: *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http://www.miamidade.gov/building/roofmg_permiting/section_ _3.htm 1/10/2007 M IA IVI DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 • • ••• •• •. • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • . ••• •• •• • • • • • • • • • • • • • ••• ; • • ; AIIkv$-BA.1.1ELXXLJ T1f,.1tORIDA METitb1 -DAN L P B1IIAING • ••• ••• ••• • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -3901 • WAX (305) 375 -2908 • • • • • • • • • • • • •• • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No:: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •.•• . • • •• • • • .• ••• •• • • • • • • • • • •• • • • • • ••• •• 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces I =16" w = 10" 11/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof file equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile., Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 • • ..• . • • • • • • • • • • • • • • • • • ••• • • • • • • • ... • • • ..• • • • • • • • • • • • • ••• • . • • • •. • • • • • • . . • • • • Test 4u e/ICeuoort . • . • • _I a . • • • • • • • • ••• ••• ••• • • • Static Uplift Testing PA 102 (2 Quik - Drive <crewl LDie; t E. Deck Static Upfft Ttstibg • • PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 Feb. 1995 .. • • • • '.. • • • . • rm. 1'995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 25 -7496 April 1996 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 December 1996 March 1995 April 1999 April 1999 June 2007 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page3of7 3. LIIVIITATIONS • . ... • • • • • • • • • • • • • • • • • ... • • • • • ... • • • • • • • • • • • • • • . • • • . ... .... • • • • • • • • • • ••• • • . • • • • • . • • . • • • • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field upi t test Wail IS ?e}fdrmelf in • accordance with RAS 106. ' 3.3 Applicant shall retain the services of a Miami -Dade County f rtified Laborittdtyte perf rm quarterly test in accordance with TAS 112, appendix `A' . Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Table 2: Aerodynamic Multipliers - X X (ft) Batten A • • Iication Monier Lifetile Atlantis Shake & Slate Tile N/A ft3) X (ft3) Direct Deck A • iication 0.208 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Table 3: Restoring Moments due to Gravity - M (ft-Ibf) 2":12" 3 �� :12 4":12" 5":12" 6":12" Battens N/A Direct Deck 6.17 Battens N/A Direct Deck 6.11 Battens N/A Direct Deck 6.01 Battens N/A Direct Deck 5.89 Battens N/A Direct Deck 5.75 7 ":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page4of7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Ltfetile Atlantis Shake & Slate Tile 8.5 1.33 0.833 Tile Profile Table 2: Aerodynamic Multipliers - X X (ft) Batten A • • Iication Monier Lifetile Atlantis Shake & Slate Tile N/A ft3) X (ft3) Direct Deck A • iication 0.208 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Table 3: Restoring Moments due to Gravity - M (ft-Ibf) 2":12" 3 �� :12 4":12" 5":12" 6":12" Battens N/A Direct Deck 6.17 Battens N/A Direct Deck 6.11 Battens N/A Direct Deck 6.01 Battens N/A Direct Deck 5.89 Battens N/A Direct Deck 5.75 7 ":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page4of7 • • •.• • • • ••• • • • • • • • • • ••.•• • • • • • • • • • • • • • • • • • • • ••• • • . • • • • • • • • • • • • • • • • • • • • .. • • • • 000 • • • • • .• • • • • • • • • • • • • • • • • • • • • • Table 4: Attachment Resistance Expressed as a Mping�t - M: ift -lA�f� • . • • ,,• for Nail -On Systems Tile Fastener Type Direct Deck Profile (min 15/32" plywood) Direct Deck Battens 04114.194M: : . ' . Al bdiJ. :' • : • • Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 1 -10d Smooth or Screw Shank Nail 7.3 9.8 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 14.0 18.8 30.8 30.8 2 #8 Screw 51.7 51.7 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A N/A N/A N/A N/A 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw 31.9 Shank Nails (Eave Clip) 35.5 19.0 N/A N/A 35.5 N/A 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Adhesive Minimum Attachment Resistance 31.3' Monier Lifetile Atlantis Shake & Slate Tile 1 See manufactures component approval for Installation requirements. 2 Flexible Products Company TiieBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Sin • le Pa Adhesive Set stems Tile Application Minimum Attachment Resistance 118.94 40.4b Tile Profile Monier Lifetile Atlantis Shake & Slate Tile PolyProTM PolyProTM 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Attachment Application Resistance Mortar Set6 The Profile Monier Lifetile Atlantis Shake & Slate Tile 39.0 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page5of7 • • ••• • • • ••• •• •• • • • ••: •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • - • • • • ••• • • • , • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • + • • • • • • • • • • • • • • • • • • 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 Approveed'. • • • -• •• • • • • • • • • • • • •• • • • • • ••• •• • MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 6 of 7 PROFILE DRAWINGS 111 c--..._ ---, WATEFILOCK ,... -.., ... ..... --,. ..- . N.,..... ••••' , , .....„ •••■,... ,... w g • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • ••• ••• ••• • • • • • • • • • • •* op • • • • • • Si • • • • •• * • • • • ••• •• go MONIER LIFETILE ATLANTIS SIIAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No: 07-1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 , BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 • • ••• • • •• •• • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • Nfl MI•DXrt COtNTYv I:Oltt JIE'IatO -DAaiE FIIAGLER713UILHIIIG ••• ••• ••• • • 140 W�ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (A5) FAX (SOS) 37642908 • • • • • • • • • • • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus and MU Uaderlayments LABELING: Each unit shall bear a permanent Label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: • • • •• •• • • • • • • • • • • • • • .• ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • ••• ••• • • • Roofing Underlayment • • • • • • • • • • • SBS , APP Self- Adhering Modified Bitutnert • • • • • • • • . • •'. .• • • •• • •• • • • • • ••• •• PRODUCTS DESCRIPTION: Product Test Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self- adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an . underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3-3/8" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic filin on the upper surface for use an underlayment for metal roofing. Polystick iR/IRX Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced; bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof file underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32' 10" x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass. or 100 mils thick polyester reinforced, bituminous sheet material for use as an . underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus • Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal: roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA - 035 -02 -01 PUSA- 033 -02 -01 • • ••• •• •• • • • • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • Test Nankepert • . • • TAS 103 ASTM D 1910 TAS ld• • ASTM D 4977 • ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 • • • • • • • • • • • • • • • • • Dafe • • ..•- -. • • 04/27/01 • • ••084114101•• • • • .. 0879/03 • • • • . • • 040102•• 01/31/02 07/14/03 09/29/06 01 /12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -'/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical stiapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LL IITATTIONS: 1. Fire classification is not part of this acceptance. •• • • • ••. •• 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wopd kts IntAirjgles, rngi- structural metal roofing, and quarry slate roof assemblies. Polystic,l .P aid :itt slap tfgtbe used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: • ••• • • • ••• • •• • • • •• .• • • • • ••• • • • • • • • • • • • ••• • • • . • .. • • • • • .• • • '. • • • • • .. • • • ..... • • • • • • • • • ••• ••• ••• • • Tile Profile ' Polystick IR/IIRX Polystick MU Polystick TU, TU Plus Flat Tile 5:12 No limitation " No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. Roofing Tiles (6 Max. Per Stack 1 NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofmg system Product Control Notice of Acceptamue•for listed Approval drt6is product with specific prepared roofmg products. Polystick P, Basik, IR/IR.X, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance l fisting, Polystipjc IR/IRX, TU, TU Plus & MU as a component part of an assembly ifl the Kaic Qf 44egtanc0.. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, a requ:it i a Y ' l re z ia88 fo the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control )bepartment for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. • • • •• • • •. ••• •• •• • • • • • •• .. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back- nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 5 of 6 • • ••• • • • ••• •• •. • • • •. *0 • • • • • • • • • • • • • • - •.• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • 7. Minimum cure time after membrane installation & before load:$ of soofing tiles, is Fort- f'sig�it • • (48) Hours. ••• • • ••• • 8. Polystick TU Plus, Polystick MU may not be used in any exposed ggpUcgtioq sum as pOcketis. • exposed valleys, or exposed roof to wall details. • • • •• • • • • • •- • • • • • • •• • • • 9. Repair of Polystick membranes is to be accomplished by applying Pb13:glie 11 lB2G2100Blus•Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes. commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14.. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 Owner's Notification Form • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • p - • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • "[Delivering Excellence Every Day" SECTION 1524 • • • • • • • • • • • • • • • • • • • • • • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFI�A=TI4N F&1 RObFINI t3NSIDERATIONS • ••• ••• ••• • • 1524.1 As it pertains to this section, it is the responsibility of the roofingc2ntra ito .to provide the owner with the required roofing permit, and to explain to the owner the content of thisilselitir.iihLiircNisiees of Chapter 15 of the Florida Building Code, Building govern the minimum requirement atid•startd$rc4s pf,,tbA 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. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane o(ne) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zohes) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u' I nts (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 i wed 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 thi" appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may a e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not rloaded 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. 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. Owner's /Agent's Signature: Contractor's Signature: Date: Permit Number: Property Address: Z s C.1... //i rim ................ oi1n..,,, toi 1nQ.«.:.,, .,.i.a,..me..1.t.... /CrPerT(1TT 1 141-11 k +.,,o »vMnm a•4,•n4 A Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 254 NE 101 Street Miami Shores Village, FL Owner Information IVAN AND MARCELA ASTRALAGA Parcel Number 1132060134620 Block: Lot: Address 254 N. E., 101 ST. !PROVE Expiration: 7/ Applicant IVAN AND MARCELA (305)773 -0577 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential JAN 2 9 2008 CKr�� Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $300.00 $9.00 $7.50 $332.50 Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 Available Inspections : Inspection Type: Tile In Progress Up Lift Report Tin Cap Final Roof Hot Mop Nailing Affidavit 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated January 28, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date Monday, January 28, 2008 1 2525 WEST 3 COURT. ,HIAL:EAH FLORIDA .33010 ".: OFFICE: (305` 885-9166 FAX: (305) 885-7546- /W.2raofing.corn • RE- NAILING AND S,EGONDARY WATER BARRIER AFFIDAVIT (For Detached Single family Homes) Permit Number. k F -1- o B- 13 7 Job Number: 5 me lot LA tarn; (Above numbers can be found on permit card) Lot 5 La Slodc 34 & Subdivision Store S Name of Company: Z .R0 OfI n t i. rC • Address: 2525 3 C City /State/zp: I-I t al-fah t Via.. 33010 Contact Number: G3o5) g 5 c1 l c0( Name of Qualifier (Print) Pr (1 us-ri :n F, IpO 5 t License Number A-5u,s-lin &post-ED do hereby affirm:. That I have personally inspected the re- nailing of roof sheathing and the secondary water barrier for the area covered by the roofin permit referenced above. And further state that the re- nailing of the sheathing and the secondary water barrier meets the requirements of the. Florida Existing Building Code Sections 201.1 and 201.2 101.1 Mandatory in- process inspection for the re- nailing of roof sheathing and secondary water barrier shalt be required. However; if the Building Department cannot make said inspection a letter submitted' nne of the following; :Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Rosidontial Contractor, P.00firtg Contractor, or persons certified under FS 468,' in the form of a notarized affidavit including license number, shall be submitted to the Building Official, attesting to the fact that the nailing of tho sheathing and the secondary water barrier has been brought up to the standards of this Code: When existing roofs aro ro- roofod to the point that the existing roofing is removed down to the sheathing, tho existing roof sheathing shall be re- nailed and a secondary water barrier installed in compliance with Code Sections 201:1 and 201.2. See supplemental document for nailing requirements and secondary water barrier options. Qualifier. f tractor - Signature State ) of Florida County ) of 8roward SWORN tAooaand subscribed before me this day of 1I 1 1 5 ' U-5 'P EXPOS (1 v , who is known to me or . v (014 -0i -uB Date: MY COMMISSION # DD 638230 Pa EXPIRES• June 8, 2011 )412,4,0‘'s BonCl2d Thtu Natbry public Uflderwriters Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 April 8, 2008 Z -Jeff Roofing 2524 West 3 Avenue Hialeah, Florida 33010 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 254 Northeast 101 Street North Miami, Florida Information provided by client: Permit Number: 08137 Date Completion: April 3, 2008 Roofing Contractor: Z -Jeff Roofmg Project Number: 08 -0634 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height ofthe roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Flat Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. �ults,'we conclude that the next outlined in the abo view. test report o Gtion c fthe roof file at the above referenced project Toped protocol. Attached please find a copy °four Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 254 Northeast 101 Street North Miami, Florida Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 2 of 8 Report of TILE UPLIFT TEST for Residential Home 254 Northeast 101 Street North Miami, Florida Project Number: 08 -0634 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 3 of 8 ._.............. Test Load Ibf) St 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 4 of 8 Test Number Test Lc d . Test Status 35 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 5 of 8 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 6 of 8 35 Pass 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 7 of 8 Test Number 136 Test Low b Test Status 35 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass Reileh Engineering Corporation -- Project Number - 08 -0634 — Page 8 of 8 58' 76 75 86 90 89 88 81 78 85 94 79 95 80 81 92 95 101 102 103 100 111 71 91 74 10 61 12 68 75 96 110 109 104 98 i 122 123 124 130 120 129 106 107 108 116 117 118 119 128 125 126 127 112 119 114 115 132 133 137 138 139 140 I36 141 142 143 134 155 109 51 52 54 62 61 60 59 58 55 49 668 65 64 41 43 45 42 38 44 41 56 55 63 57 28 51 56 64 8 10 4 5 17 52 20 15 14 19 11 12 15 25 34 35 24 21 08 -06,4 APPf2OX,1200P 1e 51 LOCATIONS AN7191M NSION5 2525 WEST 3 COURT, HL�LE }4. FLORIDA 33010 OFFICE:: (305) 885 -91.66 FAX:' (305) 885 -7548 wwol.aroofing.corn. RE-NAILING AND SECONDARY WATER BARRIER AFFIDAVIT (For Detached Single Family Homes) Permit Number. R- 1 0 8 -1 3 -3- Block 3 ` 1, & Subdivision . (Above numbs can be found on permit card) Lot � • Name of Company: Z. R ® yr, Address: 2 2 3 e City /Statemp: - 3 0 l Contact Ntmlber (3.®5 '' 5 ows Name of Qualifier (Print)" r GI lad STI (' r )(p ®j) r License Number: C- 3 2 t,0 1. (GO: VE MAR 2 1 2008. �i�Cp0,3.i do hereby affirm:. ThataI have personally insPected the re- nailing of roof sheathing and the ;secondary water barrier for the area covered by the roofing permit referenced above. And further state that the re- nailing of the sheathing and the secondary water barrier meets the requirements of the Florida Existing Building Code Sections 201:1 and 201.2 101.1 Mandatory in- process inspection for the re- nailing of roof sheathing and secondary water barrier shaft be required. However, if the Building Department cannot make said inspection .a letter 'submitt j*en8 of the following; Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor,l:tooling Contractor, or persons codified Under FS 468, in the form of a notarized affidavit including license number, shall be submitted to the Building Official, attesting to the fact that the nailing of the sheathing and the secondary water barrier has boor brought up to the standards of this Code: Whon oxting roofs aro re- roofed to tho point that the existing rooting is removed down to the sheathing, tho oxisting roof sheathing shall be re- nailed and a secondary water barrier installed in compliance with Code Sections 201:1 and 201.2. See supplemental document for nailing requiremc secondary wator barrier options. QtA r rer/Contractor - Signature Date: Stale ) of Florida County )ofd Dfi`DC SWORN to and subscribed before me this r 9 day of M a' `•'• �('�r� ° 2 F) by who is known to me ar who presented as ID * inf �.•_,�.:,. :41 EXPIRES: June 8, 2011 -14:41; ft,,P Bonded Thru Notary Public Undenvritere Notary Pub ycj Stf§te of Florida Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/19/2008 Inspector: Rodriguez, Jorge Owner: ASTRALAGA, IVAN AND MARCELA Job Address: 254101 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: Z ROOFING INC Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)773 -0577 Parcel Number 1132060134620 Lot: Building Department Comments REMOVE AND REPLACE WITH NEW MONIER FLAT WHITE TILE COLOR THRU. R ®200 Passed Inspector Comments e 9 P- a Iii 6 tO r a 4 0 l 1 _ : • , 8 ------i- . A ' - ` s o j Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, March 18, 2008 Page 2 of 2