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RF-08-1351Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 09/08/2008 Inspector: Rodriguez, Jorge Owner: MURPHY, DEIRDRE Job Address: 873 98 Street NE Miami Shores, FL 33138- ................. Project: <NONE> Contractor: AMERICAN BUILDING CONTRACTORS Block: &I4L � Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060142520 Lot: Phone: (954)698-5959 Building Department Comments RE ROOF TILE TO TILE NO GAS VENTS PENDING SUBMITTAL OF TILE SAMPLE 0 c3 10 Passed / / Inspector Comments CC - (--r 0 p 1 i---- ',0- i..-y-, ikiatt)se4, ' at , Mid 1 Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Friday, September 5, 2008 Page 1 of 2 A . Tomassi Roof Testing, Inc. 5451 NW 24th Street, Suite # 3 Margate, Florida 33063 TAS — 106 -95 Tel. 954 — 979 —1180 Fax. 954 — 979 —1182 Roof Tile Uplift Test Report Test Date: August 29th ,2008 Project: 873 NE 98th Street, Miami Shores, Fl. Contractor: American Building Contractors Permit #: RF7- 081351 Roof Pitch: 4:12 Tile Installation Date: August 28th ,2008 Attachment Method: Mechanical 2 Screw Tile Type: Eagle Belair All testing is in strict accordance with the 2004 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using an Imada Force Gauge to a minimum of 35 lbs. TEST SUMMARY: Roof Area Total # of Tests # of Tests Passed % Passed Field 15 15 100% Corner 13 13 100% Perimeter 16 16 100% Ridge 3 3 100% Hip 7 7 100% TEST RESULTS: PASSED See Attached Sketch For Further Details Report Reviewed by: Replace 3 Broken tiles Dominick Scarfo, AR0010248 Dade County Certified Testing Agency #07- 0720.04 Revises: # 03- 0317.03 Testing * Design Specifications * Management * Quality Assurance A 15' 20' T = Tested Tile and Passed F = Tested Tile and Failed B = Broken Tiles M = Missing Tiles T 30' TAS 106 Test Locations All Dimensions are Approximate 40' Project: 873 NE 98th Street Miami Shores, FL Certificate of Calibration # KELC -53424 Kimball Electronic Laboratory, Inc. :'Precision Measurement Equipment Specialists KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: Manufacturer: Model Number: Part Number: Range: Serial Number: Customer I.D.: Cust. Barcode: Oust. Location: Specifications: PULL TESTER IMADA DPSH -440 DPSH -440 0-440 LBS 199171 N/A N/A N/A +1- .2 LBS Purchase Order # A. TOMASSI ROOF TESTING, INC. 5451 NW 24 STREET #3 MARGATE CaI Date: Cal. Due Date: CaI. Interval: Received: Calibration Result: Environmental Conditions: Performed By: Procedure: FL 33063 04- Aug -08 04- Nov -08 3 MONTHS IN TOLERANCE PASS 83 DEG F / 68 % RH ELIU LAGO SYN 156 This is to certify that the above listed instrument meets or exceeds all specifications as stated.in the referenced procedure at the points tested (unless othervvlse noted). It has been calibrated using measurement standards tradeable to the National institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of. self-calibration techniques. This calibration Is in accordance with Kimball Electonic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is A2LA- Accredited to ISO/IEC -17025 and compliant with MIL - STD- 45662A and ANSI/NCSL Z540 -1 -1994. TORS when applicable are greater than or equal to 4:1; with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K =2 at a confidence level of approximately 95 %, unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Company KIM001 • I.D. Descrtptlon 447 AKO TSD 2052 -SB DEAD WEIGHT SYSTEM Last Cal. Cal. Due Date .O 07 31- Dec -08 Certified by: ELIU LAGO 04- Aug -08 3:04:52 PM Approved By: JAVIER BALCEIRO 04- Aug -08 3:05:10 PM This report may not be reproduced, except In full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305 - 822 -5792 - Toll Free: 800 - 393 -1094 - Fax: 305 - 362 -3125 - Web: www.kelilabs.com > 1]R�L 7�h Ifq ICIEIA Ii!! i W4m SiveaVelfAsfe e4 Derr sett 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com RE: Permit # R F-7— o g, 13 l 1 V r • (Print name and circle License Type) DATE: INSPECTION AFFIDAVIT License #: Ge , licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at '7 3 N c=am C' g (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large 4 OF Fly M. E. LOFTUS * MY COMMISSION # DD 397420 EXPIRES: June 11, 2009 Bonded Thru Budget Notary Services *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection 4;) 4 Y Permit # �r Q51 Folio# U3a46014 D-S NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real property and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement : 1. Legal Description of Property: Lot Block Subdivition / co_nd 6iniy j� Street Address if available: �( Tr Fkke,n.L — Unit # 111111111111 11111111111111111111111111111 Illl CFN 2008R0602468 OR E•k 26491 F'9s 1709 - 1710; (2P93) RECORDED 07/23/2008 10:17:56 HARVEY RUVIH► CLERK OF COURT IAA ADS 4 2000 1111■1■ ago OM a 6, this ace reserved for recorder Bldg # 2. General description of Improvement : 3. a. Owner name and address: b. Interest In property: c, Name and address of fee simple titleholder (If other than Owner): 4. a. Contractor name and address: b. Contractor's phone number: 5. a. Surety name and address: b. Surety's phone number: c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number: 43- Mt enl y legal attached 1Y J I PE lW UIPi -4 !L `4fA'i Merlon Building Contractors 1078 8 Pbw.rline Road Deerfield Beach FL 33442 7. a. 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: Address: b. Phone number: 8. a. In addition to himself or herself, the Owner designates to receive a copy of Ltenor's Notice per Section 713.13(1)(b), Florida b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement : (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signat re(s) o wner(s) or 0 ' Authorized Officer /Director /Partner /Manager > By � � _ '� .tom Print Name TN.,)�b(Pc A _ tM UI f Title /Office ik ottj e,,,.. By Print Name TltlelOffice STATE OF FLORIDA COUNTY OF BROWARD The fore • oing Instrument was ack owiedged b fore me this f� day of By ... Individually, or ❑ as ❑ Personally known, or ced the following type of identification: for Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury,1 declare that I have read the foregoing and that the facts stated In It are true, to the best of my knowledge and belief. ySinafowner(s) =V By (so'R p"at, c M. E. LOFTUS MY COMMISSION # DD 397420 EXPIRES: June 11, 2009 �9TF0 toS\ Bonded Thru Budget Notary Services ner(s)' Authorized Officer /Director /Partner /Manager who signed above: By g :lrecordinglfonnslnoc - notice of commencement revised 7.3.07.doo wp ]off �i v • �12s1u6 Red . „� Miami Shores Village �;�y Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building h Owner's Name (Fee Simple Titleholder) J/ l I� Owner's Address S1113 t "-' 9 ¶ T i Permit No. 1 1 i' V U'r l$ I CitytA VW"( S 045T State F L Zip 33 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village 1 Iv �gSf4 Zip '33 1 County Miami -Dade FOLIO / PARCEL # 1 3a06,- 0 V `J - �` 5 Is Building Historically Designated YES NO Contractor's Company Name i i'i L_ < . _�.tL it j Phone # Contractor's Address 1®73 S P • t �I y� City AO _ State FP Zip 33 4 ` -D- Qualifier Name Phone # State Certificate or Registration No. CC -Sa (g4 90 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ • 06 Type of Work: ['Addition Describe Work: ['Alteration ['New inear Footage Of Work: Repair/Replace D Demolition ************ *�x�x�x�:**** * ***** * *�x:�****x�� *** rFeesa�: x�x**** a:************ ***** *a��:�:�x�:�:�x****** ** * ** $ Permit Fee $ ©� 1 `��� - Training/Education Fee $ Radon $ _ Code E Submittal Fee Notary $ Scanning $ Bond $ Structural Review. $ CCF$ Technology Fee $ CO /CC DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -3 MIAMI SHORES VILLAGE 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. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 fig, by facieleihe who is personally known to me or who has produced 1 C 161 1/S C As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: M. E. LOFTUS * MY COMMISSION # uu 3974z0 EXPIRES: June 11, 2009 Bonded Thru Budget Notary Services *******+k+k******** * *** * ** * **************** :****** ** ***** * * * ************** * *** ** * ***** ** * *:k**** **** ****** Signature Contractor The foregoing instrument was acknowledged before me this Cr day of , 20 y , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: M. E. LOFTUS MY COMMISSION# DD 39x420 My Commission Expires:„P EXPIRES: June 11, 2009 Al6-0 F10��° Bonded Thru Budget Notary Services APPLICATION APPROVED BY: (Revised 07 /10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 9 50 N.E nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 08-- /! / Job Name Date BUILDING CRITIQUE SHEET S'c7Th skr To 12e P , �.. 77(e u.uo e 4-47,140,<)-(-) crick.. TU P /us . A 40 441 l ! to (hie 2. lx0.v �jt Go 1? n.P L7'. h b )P /S Z� G�lo•c� �° I to 5 0 v_ i.s.0 0402e Coo 'S-e e NCT?? 6€ /off -e 640,, l / 061' e-e TA ael6/1- G2<d.4) Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Mile Sdatehtfe1.149ert4Vefroveroseat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305. 795.2204; Fax 305. 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION *MI ECEVED U ' 2 2000 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 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Lei Property Address: 73 ME 01 Roofing Permit Number: Dear Building Official: American Building Contractors DO 5 „edify that I am not required to retrofit the roof to wall conne ons of my building because: he 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 provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Vne,', t sm 144 Print Name The undersigned, being the first duly sworn, deposes and says tha@ishe is the for the above property mentioned. Sworn to and subscribed before me this day of ©� Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valorem taxation is eq al to or more M. E. LOFT US * MY COMMISSION # DD 397420 EXPIRES: June 11, 2009 TE F Buud*d Ti r budget Notary Servi° OF FLO $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; /Foe- --(36----' DATE: I,�✓L� AA1/"AirS g.2`ontractor ❑ Owner ❑ Architect • 7/21i/dr Picked up 2 sets of plans and (other) Address: 6-73 fy 9.2 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that t► plans need to be brought back to Miami Shores Village Building Dep Acknowledged by: o , ontinue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Florida Building Code Fditott2tt04 :..: ' :' High Velocity Hurricane Zone Uniform:34rr it ,4ppi�oeition t'orm • • • • • • •___. • Mast Cont Section A (Generat'lmssrmtioh) • • • • ••• • Process No. Job A. • ress d. op ROOF CATEGORY ❑ Low Slope echanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof [ Re- Roofing ❑ Recovering ❑ Repair Nt4 vc�TS mtenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) +9 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,, overflow scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. 7 i .�. i . i} • ;, 7 r �!�d �—rrf ' afai '{' i ( i +- ,1 'i�i 1 a 1 .!_ i1. " i [ :1_�_ #!...$ {. i :i. 7, _ i• _ • i.�. .y_ • L• ' Yea •_�!. • : . , •fl..I. w�!ewifiilww r , '!i: f j _j: .4 t SIT ,+ .4T. !` �{ ' ; i .' a ., w `. a wi iludwimumw MS! .. ' .� _ .{ I , f t a. . ..• r r j.a. Lj.. !—i I 1 w w w www w � i I i Y ? , �!.�.. • IN h MN . ITl..�.y{t. ?' yep i.. i �. .l. d . 1. .. `.rfaj. �.I`% 1.,. } U..- fi i k t t 1 1.. ( �+� Ill II i j wii.. F OM r p : ,...,_Li '.i ' . »h- i..... !..{., ., i- � t _ '.t." } 1?•�^ .�. .t i T. !Ii i} ,( .c G ........ ... �. .__y i... .�..� i i *.L. +. 1 + ty r..._., r�.�._, •t t..+ ti—}—j .j. .�. • i � % _ .t . ,Iw w k ,�:. t � i t j. .. 'a. -»-•L :.a - ` ,— ,-.-, 7 ''4T.I.�Ajtpq`y • t J itt i• •s -mo - ttir.{^E if „ Il n . .1i..N ... .i.. r.. • z .. 77.._. jai- I i1 1S r 'r d I -' Dee Murphy 873 NE 98th Street / Miami Sh©res, FL 33138 n819 • • • • .... • • .. • ... • • • • .. • • • • .. • ▪ .. •• •• • • • • .• .. • • .... . • • .... • .. • ... • • • .. 7 moor ASSEMBIJi:S AND ROOFTOP STRUDTURF.9 . • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • Florida •. • •..• •••• • �.uiiding C44• 1161, 204 • • High - Velocity Hurricane Zone Unlfarm rarmitAppilcaf at► Form. • Roof System Maw•utacturers ?,• • • • • • • • • • • -:• • • • • -• ••• Al• i1�.. fr iratt Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable (Frdm RAS• 127 or • Calculations): P2: — i 5 , I P3: -LSD 1 Maximum Design Pressure (Frog the Product Approval Specific System): Rolf Slope: ; 12 Ridge V ntr,Kjon? ee S ®pad Roof Sys em Dead ®tio Deck Type: i t Type Underlayment insulation: Fire Harder: Fastener Type & Spacing: Mean Roof Height i (, 3o A Adhesive Type: 0 Ai A . : 1 Type Cap Sheet: 6 Roof Covering: Type & Size Drip Edge: Florida Building CoddEdtibf High Velocity Hurricane Zone Unifonil l3e�rlit :Ap�Migat on Fi rn • • ••• • • • • ••• Section E (Tile Calculations) • • • • 0; • • • • • For Moment based tile systems, choose either NMao l 1 or 2. •Cb 3pare'tI e "values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is agcieptat.le., .. ... • • • • • • • • • • ••• • • • • •• • 4 S Method 1: Moment Based Tile Calvueithins jter;Itkia.27•.• x X - Z ?'g =- )-Mg: 7.59 = Mrs NOA Mf 5-1.7 (P2' `►S•I x2..278 = -Z(,.41V ) -Mg: 7.S9 =Mr2 ` '3 NOA Mf C'I.7 (P3 :-1571 x ?. . Z7 S = - Z.(,•'I y ) - Mg: 7.5"' = Mr3 .1401tgegr NOA Mf SI. 7 s18.8S� Method 2: Simplified Tile Calcula er Ta 'le : elow Required Moment of Resistance (Mr) F A- M, Required Moment Resistance* Mean Roof Height -► Roof Slope - 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 - 32.2 34.4 36.0 • 37.4 39.8 S 0.4 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 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3: Uplift Based Tile Calculations Per RAS 127 x l: = x w: = )-W: x cosO : = Fr1: / (P2: x1: = xw:= ) -W: xcos°; =Fr2: (P3: X1: = Xw:= ) -W: xCOSO: =Fr3: NOA F' NOA F' NOA F' Where to Obtain Information Description Symbol P 1 or P2 or P3 Where to Find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Design Pressure Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mf NOA Required Moment Resistance Mr F' Calculated NOA Minimum Attachment Resistance Required Uplift Resistance F,. Calculated • Average Tile Weight W NOA Tile Dimensions 1= length w = width NOA All calculations must be submitted to the BuiIdin • Official at the time of • ermit a..lication. MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: • • •• •• • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • CO •• • ••• • • • • • • • ••• • ••• • • • ; • MLATIVAVE COUNTY, FLORIDA • • • 4ETRb- 1SAb1;FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • : • 5306) 37x- 901 FAX (305) 375 -2908 • • • •• - • • • • • • ••• •• • • • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any Section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Concrete Wood • • • •• •• • • • • • • • • • ••• • • • ••• • • • •. .• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • ••• • • • • • • • • • .• • • .. • • • • •• •• • •• ••• •■ • • • •• • • • • • ••• ••• 1. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, 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, Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Test Product Dimensions Specifications Description L = 17" W= 12%" Thickness ='/z" L = 17" W =12%" Thickness ='/2" L= 17" W =12%" Thickness = 1/2" Ponderosa Double L = 17" Eagle Concrete Tile W = 12 %" Thickness = Eagle Concrete Tile Trim Pieces L = 17" W = 12 ''' /" Thickness =' /z" 1= varies w = varies varying thickness TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 2 of 9 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies ERPF- 001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II • . .•• •• •• • • • • • • • • • • • • • • • • ••• • •.• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • •• ••• • • • • • • • • • • • • Test Name/Report • • • • • • •• • •• • • • �••• .•• •• '• .•. 'f I '114 • • • • • ••'side tbplif: '1sfi j .. • • Redland Technologies 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. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 3 of 9 3. LIMITATIONS • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • ••. • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • 3.1 Fire classification is not part of this acceptance. .. • • • • • ••• • • 3.2 For mortar or adhesive set tile applications, a static:fiield *I:ft:tett sh5U. be performed in A accordance with TAS 106 • • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform 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 underlayments 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 .1 . • 1 ... 1 1 1 _ - • 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 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 • • ••• • • • ••• •• •• • • • •• •• • • • • • •., • • • • • • • • • • • • • • s•• • • • • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Table 3: Restoring Moments duet; dravity: Mq NOM •. • • • • Tile 3 " :12" 4 ":12" 5 " :12" 6 ":12" Greater than Profile 38.1 17.2 . • • • • • . 7 " :12" Bel Air, Bel Battens Direct Battens Direct Battens •IDir4t 30.8 E3al#e�gst _040 00 18.2 Direct Air Double 51.7 Deck 1 -10d Smooth or Screw Shank Nail (Field Clip) Deck 24.3 lle &k: : :: . Peck : Deck Eagle, 7.48 35.5 7.37 7.59 •7.71 7.22 M 7.44 7.01 ' 727•• 6.86 7.07 Ponderosa, 1. Installation with a 3" tile headlap and fasterners are located a min. of 2 1/2" from head of tile. Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min.. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 3" tile headlap and fasterners are located a min. of 2 1/2" from head of tile. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 5 of 9 • • .•• • • • ••.• • • • • •• •• ••• • • • • • • . • • ••. • • • • • ••• • • • • • ••• • ••• • • • • • .' . • • • • • • • • _ Table 5: Attachment Resistance Expressed aver Niomenti'M. for Two Patty Adhesive Set Systems _ - . (ft;lbf) * • • ' Tile Profile Tile Application .. • '. *•' ' ' • • • Minimum Attachment • '. •• ••� •Resistan ce . • . • . • Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive • •• i : •. • • • • • • 3 • x.13' 2 See manufactures component approval for installation requirements. TM. 5 Medium paddy placement of 24 grams of PolyPro 3 Flexible Products Company TileBond 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-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Fiat Tile PolyProT"' 118.9" PolyProTM 40.4b 4 Large paddy placement of 45 grams of PolyProT"". TM. 5 Medium paddy placement of 24 grams of PolyPro Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Mortar or Ad hesive Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Setb 43.9 6 Tile -rite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Egiferasa79 FLORIDA BEL AIR, BEL Am DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 6 of 9 • • ••• . •• •• • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • ••• ••• ••• • ••• • • • • • • • • • •' • • • ▪ • • • • ••• • •• • • • • • • • • • • ••• • • • • • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied b copklo f t1 a 16l1owing: • 6.1.1 This Notice of Acceptance. ' ' • • • 6.1.2 Any other documents required by the Building Official or apptcabrelufQing code in order to properly evaluate the installation of this system. PROFILE DRAWINGS BEL AIR NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 7 of 9 • ••••• • ••• • '• • • • • • •• •• •• + • • • • • ••. • • • • • • • • • • ••• • • • • • '• • • • • BEL AIR DOUBLE EAGG.J •' • • • • • • ••• • • •• • • •••• • • • . ••• • • • • 0 • • • • • ••• • • • • • PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 8 of 9 M I A M IhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • ••. • • •• •. • • .•. • •. .• • • • • • • • • • • • • • ••• • • • • • • • IVII*AIYII -DA'UL MMUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • • :40 MAX f GLFFR ST€FT, SUITE 1603 • • • • • • l . • • • • j I 1, ! LOMA 33130 -1563 • • • • • • C3051375-2901 • •A�. (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 the BCCO and accepted by the Building Code and Product Review Committee 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. DESCRIPTION: GAF UnderRoof Tile Underlayment 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 nfar i rr of the pr.,dd,,ct ........,.ccs r Rz....s; .rat,_ NCA _ _ __ ..._ -. I"'_...,......- w I..a v..v.a.a. avtlJUJV Vl 4I11A IVVA 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. 05- 0922.07 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0220.01 Expiration Date: 07/15/09 Approval Date: 04/19/07 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Product UnderRoof Tile Underlayment Roofing 07520 Underlayment SBS Dimensions 39.375" x 67.75' rolls EVIDENCE SUBMITTED: Test Agency, PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: • • •• •• • • • • • • • • • • • ••• •• • • • • • • • • ••• • • ••• • • • • • • • • ••• • • • ••• • • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •••• • •• •••• ••• • • • TRADE NAMES OF PRODUCTS MANUFACTURED •• M EE% AIWLICANT: •• • • • • • ••• ••• Test • Product Specification Description TAS 103 SBS Self- adhering reinforced membrane for use as an underlayment in sloped roof assemblies. Test Identifier Test Name/Report Date GAF - 042 -02 -01 TAS 103 GAF - 042 -02 -02 TAS 114 GAF - 154 -02 -01 ASTM D 4798 02/16/04 03/12/04 02/06/07 Wood, non - insulated 19 /' or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of UnderRoof Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the 17Jc-7 -b aiic .w applied. v ercicai strapping of the roof with UnderRoof Tile Underlayment is acceptable. Approved for Adhered Roof Tile and Mechanically Fastened Roof Tile Assemblies. NOA No.: 07- 0220.01 Expiration Date: 07/15/09 Approval Date: 04/19/07 Page 2 of 3 • ••• • •• • •• • • • • ••• •. •• • • • • ••S ; • • • • • • • • • • • • • ••• • • • • • LIMITATIONS: ••• ••• • ••• ••• • • • • • • • • • • • • 1. • Fire classification is not part of this acceptance. • • • • • • • • • 2. This acceptance is for prepared roofing application's Minimditi• deek requirements shall be in compliance with applicable building code. UnderRoof Tile Underlayment shall be installed in strict compliance with applicable Building Code. • • • • • • • • • • ••• • • • 3. UnderRoof Tile Underlayment shall be applied to a smooth, a rice glty • � PP ' prface with deck free of irregularities. • • • • • • • . • 4. UnderRoof Tile Underlayment shall not be applied over an existing roof membrane. 5. UnderRoof Tile Underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for UnderRoof Tile Underlayment shall be 6:12 for all tile profiles directly to roof deck. Roof slope of 7:12 or greater shall be installed with battens and approved tiles with integral batten lugs. 7. Refer to Prepared Roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored and loaded on roof on battens. 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. 9. UnderRoof Tile Underlayment may be used with any approved roof covering Notice of Acceptance listing UnderRoof Tile Underlayment as a component part of an assembly in the Notice of Acceptance. If UnderRoof Tile Underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. Re- fasten any loose decking panels, and carefully checked for protruding nail heads. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. 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 UudorRoof Tile uncieriayment snail be applied over the underlayment. 15. All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade logo. 16. 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. END OF THIS ACCEPTANCE NOA No.: 07- 0220.01 Expiration Date: 07/15/09 Approval Date: 04/19/07 Page 3 of 3 • • ••• •. •• 0 • • • • • • • • • • • • .•• • • • ••• • • •• •• • • • • • • • • • ••• • • . • • • • • • • • • ••• SECTION 1524 ": ••• ••• • • HIGH VELOCITY HURRICANE ZONES REQUIRED:O11/NtRS'NQ?IFICEITI0 14OR ROOFING CONSIDERAT'I®NI ;•• •. • • • • •• • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of t�is•sset+or3'.Th •Prc lgions of Chapter 15 of the Florida Building Code, Building govern the minimum require e+�T. Ad :st ela as of't a industry for roofing system installations. Additionally, the following items should besddnewed•as;:lait bfth%pgreement between the owner and the contractor. The owners initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). '3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance,' therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. WN 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 Date Contrac or's Signature 83INegs stree- Property Address Permit Number Rev:1/20/2005, Computer Services, Buflding Department