Loading...
RF-13-472• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 187119 Permit Number: RF- 3- 13-472 Scheduled Inspection Date: May 08, 2013 Inspector: Bruhn, Norman Owner: HARDWICKE, SUZAN Job Address: 240 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DESIGN HOME REMODELING CORP Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060134020 Phone: 305 - 949 -2627 Building Department Comments RE -ROOF SLOPE TILE AREA ONLY. BORAL SPANISH S Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments £ ,da .Jac -r May 07, 2013 For Inspections please call: (305)762 -4949 Page 4 of 35 GEOTECHNICAL ENVIRONMENTAL I- YDROGtOLOGY ASBESTOS ffAVr_:Ins'lli iik7W iliMozaM■\ f_l•. _F 1 DYNATECH ENGINEERING CORP. MATERIAL TESTING DRILLING SERVICES INSPECTION SERVICES ROOF TESTING CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, May 3, 2013 CLIENT: DESIGN HOME REMODELING PROPERTY ADDRESS: One -Story Duplex @ 240 North East 97th Street, Miami, FL. TILE TYPE /ATTACHMENT: Concrete "S" roof tile foam adhesive set. Inspected By: S.C. Testing Equipment: Humboldt Scale Model H -4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test No. 1 -15 Perimeter & Corner 16 -28 Field 29 -35 Ridge caps Test Location See Attached Diagram See Attached Diagram See Attached Diagram Field Uplift Pull Test > Than 35 LBS > Than 35 LBS > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 ROOF SKETCH Sincerely yours, iss aamani;"P.E. DYNATECH ENGINEERING CORP. Florida Reg. Now, 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 2,013 Test Result Passed Passed Passed o STAr 0 4/1 0Aimc '!Ra10 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 • Fax: (305) 828 -9598 E -Mail: Dynatech @bellsouth.net ® coo TAS -106 TILE UPLIFT TEST EXISTING ONE STORY DUPLEX 30 1 29 2 27 3 28 30 31 26 32 4 25 33 5 23 6 24 34 7 35 17 19 21 15 14 16 18 13 12 20 11 10 22 8 9 N Dynatech Engineering Corp Client: Scale: DESIGN HOME REMODELING N.T.S. Project: Date: 240 N.E. 97 STREET MIAMI, FL 5-3 -13 RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 3 — c2 c• 13 e I -A-0 �1�( C�P,f->� C ( licensed as a (n) Contractor / Engineer / Architect, 1 (Print name and drde License Type) FS 468 Building Inspector License #: c7'7 O 9 On or about / n rel .. - / t 9O /3 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 02 /V G % (Complete Job Site Address) P �� 33138 113 8 Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.: - F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes an s ays that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day of J Y 1L t C �o .4441,14.44'• � ALBERT SEARA Notary Public • State of Florida s. $ My Comm. Expires Feb 24, 2015 ; Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 U4/1/1/3-1(514 II.DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: V o Nt / City: FoliolParcel #: Miami Shores County: //32010 a/3 6 :o FBC 20 r Permit No. Master Permit No. 5 -- k1 2_ ROOFING Miami Dade Zip: 3.3 /38 Is the Building Historically Designated: Yes NO Flood Zone: 7 � - - - liely r n C'el 1/33 OWNER: Address: City: 1,44b 19 N.57(41 re S State: r/ Zip: 3 3138 . Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company NameQ1Cr e Address: c9"- 7 ® 4/ I� City: Mrl 119 V I A 1 Phone #: &3 /Z6 V/ State: Qualifier Name: ° 1� �y 6e P�19 ( % State Certification or Registration #: - r7 �® Contact Phone #: ©RgS% 2- Zip: 23/6 Phone#: 888572-1011 Certificate of Competency #: tf / Email Address:'f�er/!ie/ a 4; / 4r cz DESIGNER: Architect/Engineer: Phone #: / Value of Work for this Permit: $ '190-0 Square/Linear Footage of Work: 2 l Type of Work: DAddition ❑Alteration Description of Work: ONew pair/Replace ODemolition T Color thru tile: va ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees**************** **:x********* ** ****** ** Submittal Fee $___(i ier__ Permit Fee $ �Q Sc inning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ,39 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 t abs'nce of such posted notice, the inspection will not be approved and # reinspection fee will be charged. Owner or Agent The foregoing ins ent was acknowledged before me this day of Signature The forego 20 /°j , bilk/PT 4 iv , day of who is personally known to me or who has produced f% entification and who did take an oath. ent was acknowledged before me thi ,200,by "tome', who has produced tion and who did take an oath. NOTARY P Sign: Print: My Co *s<s< * ***** ** *** *** APPROVED BY AV PLC., ALBERT SE • 'T` . �alP', 9e • I? ', ° : Notary Public - State of Florida S. ;,` i My Comm. Expires Feb 24, 2015 °•' Commission # EE 63753 NOTARY Sign: Print: My Co Ago' Pu4" ALBERT SEARA Notary Public - State of Florida My Comm. Expires Feb 24, 2015 Commission # EE 63753 *...;.*::***** ** **************** Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 1 111111111111111111 11111111111111111111111111 NOTICE OF COMMENCEMENT O �t2a 2e�- .t653;�a {_ag +�, + 4.J�. Es 16•.t,;,P t1RS� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 03/15/2013 12 :32 3 45 HARVEY RUVINP CLERK OF COURT 11 �'o 0/5 ,1vXe, MIAMI-DADE COUNTYY FLORIDA PERMIT NO. TAX FOLIO NO. LAST PAGE 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. 1. Legal description of property and street / address: piliotiu S res &c. 1 ro ))0°70 1.04- 7 °.,'lk ago N e ®i ? .54- 1+111k 14 i" aS:lf,o re ° '.? /3 fC 2. Description of improvement: Fe -e0d 7'r ,c See/,4'4 Dj L- y 3. Owner(s) name and address: 41 ei4 S4-14 Interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: ALA- - 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be provided by Section 713.13(1)(a)7., Florida Statutes. STATE OF FLORIDA, COUIrTY OF DADE Name and Address: I HEREBY CERTIFY that this is a tree copy of We arinlnal filed in this o ,c 017 r�r . In addition to himself, Owners designates the following perso in Section 713.13(1)(b), Florida Statutes. Name and Address: d D.C. DE_, 9. Expiration date of this Notice of Commencement: (the expiration date is 1 different date is sp - • ie Signature ® °,Owrier Print Owner's N m i Sworn to and su Notary Public:. Print Notary's Na My commission e ear from the date of recording unless a M IIt r y A-) ° Prepared by 0 6rou � efore me this /1 day of ftrC4 , 20 /3 . Address: cg9b mAi /6/ .53119 7 ALBERT SEARA `Er" Notary Papua • State of Florida My Comm. Expires Feb 24, 2015 ss Commission # EE 63753 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. V COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. I/ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. OPY OF CERTIFICE OF PETENCY OF QUALIFIER B. CO OF MIAMI D • COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY 0 , r :ILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. CO ' OF WOR ' COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANC • MPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: I SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: ZewS 1 l 1`) PV e I of oa ei 1;,--) 5 Core- BUSINESS ADDRESS: 29 0 N tit) l $ CITY ilY"\ t h► IAA STATE ZIP CODE 3 I 1,99 BUSINESS PHONE: ( ) / Z G' // FAX NUMBER (3o-) 749 662 CELL PHONE ( %g (o) .3o 1 ©8 51.7 QUALIFIER'S NAME: •�-I40 coy ert}c--1 QUALIFIER'S LIC NUMBER: c_ C C7 c® G/ E -MAIL ADDRESS (IF APPLICABLE): (.7" .AC-- ` g G A. \ Created on 3119109 BY MLDV I RV 3126109 MLDV §1 CI »•7 JNTTO - DESIGN ROME RE r d1 290 N k 161ST STx i <=7ef7 -9 REMODELING CORP 2 /IA ST 33169 UNIN DADE COUNTY ION HOME REMODELING CORP WORKER /3 rIALTY BUILDING CONTRACTOR 07/18/2012 09010126001 00 OT DESIGN HONE REMODELING •CRP ANTHCNY OERACI PRES 290 NW 161 .ST IS FL 33169 3772#1'6 CERTIFICATE OF CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO /SG CEWTIFICATE DOES NOT .APFIR fTIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER ThE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN REPRESENTAT$VE OR PRODUCE/I, AND ThE:.CERTIFICATE HOWER. . IAILITY NSU IMPORTANT:: :If the,oirt te:h the terms and conditions of the policy; csrtiiicate holder In Linea of such endl PRODUCER Presidential Insurance Services, LLC 2665 South Bayshore Drive #fits Mlaltnifi FL 33133 NE UP{iA ........... .... item+'!) 2/19/2013 1'IF GATE l .J .DER THIS i SY THE POLICIES HE .ISEiitlls INSURE i(SI, AUTHOR/ZED Dign Home 'Remodeling Corp 20614w 101st Street iViarrii, FL. 33169 :INSURERP COVERAGES CERTIFICATENUMBfalt REVISION NUMBER • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE:I.I ED:1 BELOW HAVE SEEM $ JEb :TO THE iNSUREO NAMED ABOVE PPR THE POLICY PERIO1 • INDICATED Nowlirrt719110ipit,i6 ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACT i OR OTER roocoraNywrof Ri SPECT.TO WHICH THIS CEIi'i'IFICATE -MAY BE ISSUED :OR MAY PERTAIN, THE INSURANCE FORDED SY "BHE POLICIES DESCRIBED HER IN 1S SUBJECT TO ALL VHS TERMS; EXCWSIONS ANE:CONDITiONS OF $LIO1 # POLICIES. mffiresooyoriitAy HAVE SEEN,REDUCED BY PALO Ci.AIMS sat eT ? , UOY' dIryN. POLICV.RU R > Ni�NI!# k`iFi 7YPEi9FiHSllI%ANCE INS�a aWin anima umeuri A Miami Shores Village Building De 10050 NE 2nd Avenue Miami Shores, Florida. 33138 Int MILD ANY OF EABOVE DESCRIBER POLICIES BE:CANGI TFfE EXPIRATION DATE. THERM NO1ICE WILA. 1 ACCORDANCE WITH THE POLICY PROVISIONS. A ORIZEO REPRESENTAT E ACOR 010. 9894010 A The ACQIRQ name and logo are registered; marks of ACORD O. €t served. 11- 30-2011 JEFF ATWATER, STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OP FINANCIAL. SERVICES DIVISION OF WORKERS` COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WOMERS COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01/11/2012 EXPIRATION DATE 01/10/2014 PERSON: GERACI FEIN: 650999178 BUSINESS NAME AND ADDRESS: DESIGN HOME REMODELING CORP 290 NW 161 ST MIAMI FL 33169 SCOPES OF BUSINESS OR TRADE: 1— ROOFING 3— REMODELING F A 2— CONSTRUCTION IMPORTANT: Pursuant to Chapter 440. 05114), F.S., an officer of a corporation what elects exempting ham this dhapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chagrin- 449.40171, 1_S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Plasma tt Dopler 4418.11150311 1.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filings d Me atatice air tee isstrauce of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate_ The &mammalian shalt reesae a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MAR, 1 71)93 Florida Building Code Editio High- Velocity Hurricane Zone Uniform Permit Ap P.PP RO` ✓ED ZONING DEFT 2007 BLDG DEPT SY D,. �v TE SUBJECT 1.0 CCMPLIPNCE WITH ALL FEDERAL section A (General i nformaftfrME AND C IJN � r RULES AND P.�GULATIONS Process No. Contractor's Name S/ A• i "ye F' 1440 &7 r/L 2 Job Address 69 ` O Ale l q 3f- i6; //_CIS} �7 3 r s F[ 3.31, 33 ❑ Mechanically Fastened Tile XMortar/Adhesive Set Tile Master Permit No. ❑ Low Slope ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof eroding ❑ Recovering ROOF SYSTEM INFORMATION ❑ Wood Shingles /Sha es ❑ Repair ❑ Maint Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) c-®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. 0 090 Ininarzywommonnicommi mmim micaliummumminerzcwommimmo FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Srattinn D (Steve Sloped Ronf System) Roof System Manufacturer: ORS, / Notice of Acceptance Number: / 0 _ 0690 Vo I, R • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: ell Maximum Design Pressure (From the Product Approval Specific System): - - . .. - . Zoo Deck Type: Roof Slope: 12 Ridge Ventilation? - 11 11 - 1 . 1 Fly AYOOD sag Type Underlayment: Insulation: Fire Barrier: • Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: / Mean Roof Height: / • eo-o -ms t x.s cr f Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculations). For Moment based tile systems, choose either Method 1 or 2. Compare the 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 acceptable. [� ,� Method1 "Moment Based Tile Calculations Per RAS 127" (Pt: ®/�7 x202145,12113) -Mg: ,%D = Mrtr IA Product Approval Mrte® oI (P2: 0 Z (1? x a ® �r ��q� Mx& = 11j4 o 9I Product Approval Mfy.�7f��'l 0.340-5 x ? a'(P, 3 e4 /) - Mg: �D "!%�' = M3 7.0 IP Product Approval Mf3t7 '7 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below 3211- Product Approval Mf a Mr required Moment Resistance* Mean Roof Height -' Roof Slope'1 2:12 3:12 4:12 15' 20' 26' 30' 40' 5:12 6:12 7:12 34.4 32.2 36.5 38.2 39.7 42 2 34.4 36.0 37.4 39.8 30.4 28A 32.2 33.8 36.1 37.3 30.1 31.6 32.8 34.9 26.4 28.0 29.4 30.6 32.4 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. Compared 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 "Moment Based Tile Calculations Per RAS 127" (Pt: x L = x w: = ) - W: x cos 0 = Frt Product Approval F' (P2: x L = x w• _ - W: x cos 0 = Fes, Product Approval F' (P x L = x w • = ) - W: x Coq 0 = F s Product Approval F' 3• Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance I, Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Spanish `S' 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# 12- 0308.11 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0904.08 Expiration Date: 01/02/18 Approval Date: 12/27/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a system using Spanish 'S' Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Test Product Dimensions Specifications Description Spanish `S' Concrete 1= 18" TAS 112 High profile, interlocking, one - piece, 'S' shaped, Roof Tile w =10 -1/2" high- pressure extruded concrete roof tile equipped min. 3�4" thick with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Trim Pieces TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1= varies w = varies varying thickness 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94 -084 94 -083 25- 7183 -4 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 12- 0904.08 Expiration Date: 01/02/18 Approval Date: 12/27/12 Page 2 of 6 2.2 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering 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. Nutting Engineering Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment Due to Gravity Two Patty Adhesive Set System Physical Properties TAS 112 Date March, 1995 Aug. 1994 Oct. 1994 June 2007 Dec. 1998 March 1999 Oct 2007 February 1996 April 1996 December 1996 March 1995 August 2007 April 1999 March 2009 3. LL IITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with 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 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 NOA No.: 12- 0904.08 Expiration Date: 01/02/18 Approval Date: 12/27/12 Page 3 of 6 4. INSTALLATION 4.1 Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg 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 (lbf) Length -I (ft) Width -w (ft) Spanish `S' Tile 9.64 1.5 0.865 Ta 0 = .. Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile Table 2: Aerodynamic Multipliers - a, (ft3) 3 ":1' °" 4 ":12" Tile Profile 6 ":12" X (ft3) Batten Application Dire t Deck Applicat n Spanish `S' Tile Batte s Dire • Deck N/A 0.263 Battens Ta 0 = .. Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2 ":12" 3 ":1' °" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Spanish `S' Tile Battens Direct Deck Batte s Dire • Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.87 N/A 6.78 N/A 6.67 N/A 6.52 N/A 6.34 N/A 6.16 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Spanish `S' Tile 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2 -10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 . #8 Screw 20.7 20.7 N/A 2 .#8 Screws 43.2 43.2 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 N/A NOA No.: 12- 0904.08 Expiration Date: 01/02/18 Approval Date: 12/27/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Spanish `S' Tile Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Spanish 'S' Tile 3M "T 2- Component Foam Roof Tile Adhesive AH -160 .. 3 3M 1" 2- Component Foam Roof Tile Adhesive AH -160 38.74 paddy placement of 63grams of 3M'm 2- Component Foam Roof Tile Adhesive AH -160. G .M dium paddy placement of 24grams of 3M'"" 2- Component Foam Roof Tile Adhesive AH -160. }Ire P Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Spanish 'S' Tile Mortar Sets 24.5 5 Tile -Tite 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 ". BORAL ROOFING LLC SPANISH `S' CONCRETE ROOF TILE (POMPANO BEACH, FL.) (LOCATED ON UNDERSIDE OF TILE) NOA No.: 12-0904.08 Expiration Date: 01/02/18 Approval Date: 12/27/12 Page 5 of 6 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS SPANISH `S' CONCRETE ROOF TILE (POMPANO BEACH, FL.) END OF THIS ACCEPTANCE NOA No.: 12- 0904.08 Expiration Date: 01/02/18 Approval Date: 12/27/12 Page 6 of 6 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /vera 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 3M 2- Component Foam Roof Tile Adhesive AH -160 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 and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 4 4 ROOFING COMPONENT APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofmg Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25-7438-4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F F,_ 2r MS —w MANMADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPacko 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 steep Mtch applications square Inches In contact with the pan the Optional beVs for 2) Turn CORM upside down. Place adhesive 112 in. To 1In. From outside edge of cover tils Then Install the Es Underlayment Nall through plastic cemerd Remo top Portion of the eave course cover ths Abutto second course of pan tiles. Easton eave end of pan am! cover tiles am flush at eave lino. Eave dosure Weephole Fascia (mortar shoo) Sheathing Optional Pointap Mortar on longitudinal edges of Me NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nag through plastic cement Paddy (Beneath Tile) Nall ` ugh plastic cement Paddy (Beneath The) Fascia Weephole Eave dosure Drip edge Nail through plastic cement Undedayment Eave Closure Eave Course Fascia NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) 41n. z 3 In. Single paddy on under. layment Single paddy under tile 4014o, ft, • 2 in. X 7 in. medium she paddy eave Fascia course only Single paddy on top of tile Eave course Nail through plastic cement Underlayment 1 Single paddy under tile Single paddy between tile 2 In. x 71n. medium she paddy save course only • ) • re 3 in.x 3 in. 41n. Single paddy on under !aliment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nall through plastic cement Single paddy under the Single paddy between Die 11 -4e 3 In. x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium she paddy crave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 t NOMc Hig t Veiodgy i airrlcans Zdr As it pertains to this section, it is the responsibi iny of the r uired roofing: >:perrOlt, and to explain to the owner the con of the Florida Building Code, Buildirng: govem the rriirrirfL ooflng:..systern installaWns. Additionally, the following iterne etween the ow ner and the contractor. The owner's Initial n explained. 1. A `tlrr ' - ear an ip : ritmanship provisions of . hapterr 15 gh Zone) are for the pu se of providing that the: roofing system its the wind r intrusion performance. standards. Aesth is (appearance) issues are not a consider workmanship provisions. Aesthetic: issues such as:c sior or architectural appearance, that are not pt zoning «d. ..e should be addressed as part of the agreement between the owner and .the contra' . t enailing oc C n'. n ril'mta in accordance with the current provisions of wilding Code. .(The r f deck is usually corn existing wood roof deck ni (High Velocity Hurriesne to removing the etin �.. 3. ° ornrnon Roofs: CoMmon roofs are those which have no visible delineation between In buildings with common roofs, the ono neighboring units :(i.e. townhouses, coeridominiuris, etc,:). co <<t. =ctor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. ExPosed Cellinge: sed, open beam .. ceilings are where the underside : of the roof can be viewed from below. The owner may wish to mountain the architectural appeerarfoe, th roof ,, +:nail penetrations .of the underside of the decking may not be acceptable. The Florida Minding Coda. pro the option of maintaining this ap a rice.; 5. Ponding Water: The current roof system and/or deck of the building may not drain well and use water to pond (accumulate) in low -lying areas of the roof; Ponding can be an indication of ral distress and may require the review of a professional structural engineer. Pending may shorten exPectaricy and performance of the new roofing system. Ponding conditions may not be evident ie original roofing system is removed. P °riding conditions should be corrected. Overflow scuppers. (wall outlets): eve did from a build up of water. Perimet di rge if overflow scuppers (wall outlets) are not in accordance with the ired that rainwater flow off so that: the roof is> not walls or other roof extensions May block this oviided.- It may be necessary to install overft " Florida Building Code, Plumbing. 7, Ventilation: Most roof structures should have some ability to vent natural ;;awflow 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 eaten «,.. 9 the er+ ice fife of the rob is Signature Date