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RF-16-396 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252739 Permit Number: RF-2-16-396 Scheduled Inspection Date: March 10,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: PENA,JORGE&JENNIFER Work Classification: Repair Roof Job Address:306 NE 102 Street Miami Shores, FL 33138- Phone Number 305-759-2741 Parcel Number 1132060135170 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO.INC Phone: 305-757-2612 Building Department Comments REPAIR ROOF LEAK LOCATED BY FRONT RADIUS- Infractio Passed Comments REPLACE TILE ALTUSA CLAY TO MATCH EXISTING INSPECTOR COMMENTS False CLAY ALTUSA SPANISH Inspector Comments Passed Zt- Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 10,2016 For Inspections please call: (305)762-4949 Page 13 of 28 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES aR _DEC DYNATECH ENGINEERING CORP. %W W.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 MIAMI,March 8,2016 PERMIT No.RF-2-16-396 CLIENT:Jim Obenour.OBENOUR ROOFING:9822 NE 2rd Avenue,Suite 9,Miami Shores,FL 33138 PROPERTY ADDRESS:Partial Roof Area Only @ 306 NE 102ND STREET MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT:Barrel Roof Tile Polyfoam Set. Inspected By:JM 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. Test Location Field Uplift Pull Test Test Result 1 -5 Field See Sketch Below >Than 35 LBS Passed N/A Comer See Sketch Below >Than 35 LBS Passed N/A Perimeter See Sketch Below >Than 35 LBS Passed 6-9 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOF SKETCH 4 5 2 3 1 not Sp aromas Mara not port of t errspactlm W aap Mas tl Ritic�ry SO SAD E W' am Naamani P.E. e ,y_ DYNATECH ENGINEERING CORP. = 'o STATE OF e t Florida Reg.No.39584 Special Inspector No.757 ',��'•'�4OR1011- , �9 750 NEST 84TH STREET.WALLA FL 33014 PHONE(30.5)828-7499 FAX(305)828-9588 EMAILINFOODYNATECHENGINEI;RING.COM It Miami Shores Village n 10050 N.E.2nd Avenue NE r" ' • Miami Shores,FL 33138-0000 Phone: (305)795-2204 40 e > Expiration: 08/14/2016 r Project Address Parcel Number Applicant 306 NE 102 Street 1132060135170 JORGE&JENNIFER PENA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JORGE&JENNIFER PENA 306 NE 102 ST 305-759-2741 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 500.00 OBENOUR ROOFING SHEET METAL t 305-757-2612 �__a.-= -�------ Total Sq Feet: 100 Type of Work:Repair Available Inspections: Additional Info:REPAIR ROOF LEAK LOCATED BY FRONT R Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# RF-2-16-58671 DBPR Fee $2.00 02/11/2016 Check#:8005 $50.00 $64.60 DCA Fee $2.00 Education Surcharge $0.20 02/16/2016 Check#:8009 $64.60 $0.00 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $0.80 Totals $114.60 CA. �t In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainin"ereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fbl�;ELECTRICAL LUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. c OWNER"FFIDAVIT• I rtify hat all th for oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ' Futh ore,I a o the above-named contractor to do the work stated. February 16, 2016 'pfted Signature:Owner / Applicant / Contractor / Agent Date Buil Wg Department Copy February 16,2016 1 r Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 [F7E811 zoAJ, s Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 201y 5 BUILDING Master Permit No. RF (6` PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 306P Ne " 1 reg�-' City: Miami Shores County Miami Dade Zia• Folio/Parcel#: Is the Building Historically Designated:Yes NOON " Occupancy Type: Load: Construction Type: (� Flood Zone: BFE: FFE: OWNER:NameFee Simple Titleholder: cl 1 �"J� �i Q 3 ( p ) Phone#: � ()AllA Address: 3t& j City: )Q + 4,Abre�r -State: Zip: '3313 Tenant/Lessee Name: Phone#: Email: J` IV&-4)111 DAXA All CONTRACTOR:Company Name: Phone#: Address: qszz City' Stater Zip: _� J Qualifier Name: Phone#: State Certification or Registration#: ` Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ Square/Unear Footage of Work: e. ® y Type of Work: ❑ Addit' ❑ Alteration New o/Replace ❑ Demolition Description of Work: ) 0 '� o(° OLT c d Q' (All G acs S -fip M Ajrcj--- 2 n. Specify color of color thru tile: C�(-'%L 4S 6, i s Submittal Fee$ Permit Fee$ CCF$ 0 406 CO/CC$ Scanning Fee$ ,(DC3 Radon Fee$� IPJ DBPR$ '� Notary$ Technology Fee$ ® C�,t� Training/Education Fee$ ® ":P� Double Fee$ Structural Reviews$ Bond$ t�� TOTAL FEE NOW DUE$ "T (Revised02/24/2014) At . 1 "BdnCompany'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�the Ztbtain permit to do the work and installations as indicated. I certify that no work or installation has commenced prior toa permit and that all work will be performed to meet the standards of all laws regulating construction in this jiction. Iunderstand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 zo g. "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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument (was acknowledged before me this The for in instrumentwasacknowledged before me this 10 day of V 20 by 10 day of �"i�J 20 14 by ?= ,whoper nally known to A&$MS*mft0nown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign- Sign: Print: Public Stalle of Florida Print: . Sandra Dee Hart i, �rY Public Staff of Seal: My Commission FF 010644 Seal: Sandra Dee Hart q w Expires 04/21!2017 1 ON ONOay CanmiSsio�FF 01064n Expires 04/2112017 Y• 7���**�*71t 7(t$tfjt ltt l(t lJt7g 7�7k�7���**1R*7k�*���* 7k$t�t *� 7k 7R���*�*�'�*�*���*1�7k����7k��7k�*•��*�7k*�����***7k�•�����*1K 7k 7�7&��1K ljt ijt$t 4t�t$t7jt ilt int i[t � (y APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) • F - -� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES C1 FEB 11 2016 �Yo Florida Bulldl g Code 5th Edition(2014) In 1 High-Velocity Hurricane Zone uniform Permit Application Form. 1 tiopy 1 Section A(General Information) Master Permit No. Process No. � Contractor's Name / 1 Job Address lr7r------------ i ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened TileMortar/Adhesive Set Tiles E3 Asphaltic Shingles 13 Metal Panel/Shingles ❑ Wood Shingles/Shakes C] Prescriptive BUR-RAS 150 1 ROOF TYPE ❑ New roof6 epair ❑ Maintenance ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SFIN Steep Sloped Roof AREA(SSF) Total(SF)—L-4—(-) it Section B(Roof Plan) Sketch Roof Plan:Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains.Include dimen- sions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets, etas N D ID c r M 0 Z _n M m O � z � O I n m a L, 1 T b c M d • •• • • • 0 0 • • • • • • •• • • • r or FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014) : : • : :•: • J , 1 1 I C�Yrt�.�>; by,ICC(ALL RIGHTS • •• • • • •• •• 15.37 Agreement.No further re �Sx�a)c aaeessee bY JM&'P&ado on Jun 8,2015 10:32-12 AM pursuant to 11ccnso lnoductim authorized. DM MIAMI-DARE COUNTY MIAMPRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786).315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" www.miamidade.g2X/economy Sulacer USA,Inc. 6801 NW 77 Avenue,Suite#302 Miami,FL 33166 SCOPE: This NOA is Ding 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:Altusa"S"Clay 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.td tIIiz?us'ery e�*jfacturer or its distributors and shall be available for inspection at the job site at the request of&Buig;W4ia1.': '• This renews and revises NOA No. 12-1203.07 consists of pages 1 through 7. The submitted documentation was reviewed by Juan E.Collao,.R.6.. .•• •• ••; • •• • • • • • • • • NOA No.:14-0605.03 ••' ' ' ' • Expiration Date: 08/26/19 'APPROVED . . . . . • . • • • • •.• • • ' A roval Date: 08/28/14 • • • • • • • • • • PP Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer,S.A. de C.V. and distributed by Sulacer USA,Inc.,as 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 Dimensions Test Product Applicant mensons Specifications Description Altusa"S"Clay Roof Tile Length: 18.75" ASTM C 1167 High profile,one-piece,`S' shaped single roll clay Width: 10.75" tile with a nominal 2 %2 inch headlap. For direct Thickness:0.46" deck nail-on,mortar set,or adhesive set Height: 3.6" applications. Trim Pieces Length:varies TAS 112 Accessory trim,clay roof pieces for use at hips, Width:varies rakes,ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1. MANUFACTURING LOCATION 1. Pimienta Cortes,Honduras 2.2. EVIDENCE SUBMI'TT'ED Test Aaencv Test IdentiSer Test Name/Report Date American Test Lab of South RT0426.01-11 ASTM C 1167 05/07/11 Florida American Test Lab of South RT0706.01-11 Static Uplift Testing 07/11/11 Florida TAS 101 American Test Lab of South 2397-116 ASTM C 1167 06/28/07 Florida American Test Lab of South RT0712.02-13 �.. .. �ArkS'M 41116.7 07/19/13 Florida American Test Lab of South RT0714.02-14 •• ••• A#SnUI C 1163 07/29/14 Florida American Test Lab of South RT0808.01-14 .•• •• +� • Aerodyna4 is Mulfiptae; 08/13/14 Florida •• Rgstorin j MoLent dgQ4tlons cotnvrir • �„• • . NOA No.:14-0605.03 ... i Expiration Date: 08/26/19 �' i i•�. Approval Date: 08/28/14 •.• • • • ••• • • Page 2 of 7 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (Quick-Drive Screws,Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001 Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... . .. . . . . . . . . . .. .. .. . . . . ... . . . . ... . . NOA No.:14-M5.03 ..q ,Elow Expiration Date: 08/26/19 • Approval Date: 08/28/14 . .. .. . . . .. .. ••• • ••• • Page 3of7 3. LIMITATIONS 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 Miami-Dade Product Control 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 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `S' Clay 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 Table 1: Average Weight (W)and Dimensions (I x w) Tile Profile Weight W(Ibf) Length-I (ft) Width-w(ft) Altusa"S°Clay Roof Tile 6.5 1.56 0.9 Table 2: rodynamic Multipliers - ft Tile X(ft) I(ft) Profile Batten Application Direct Deck Application Altusa "S" Clay Roof Tile 0.269 0.291 Table 3: Restoring Moments due to Gravity-M9(ft-lbf) 2": 12" 3": 12" 4": 12" 5": 12" 6": 12" 7": 12" or renter Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Deck Deck Deck Deck Deck Deck 4.70 4.71 4.63 4.65 1 4.54 4.57 1 44e •;4:40 . .,t3j) . • 4.34 4.16 4.21 . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... . .. . . . . . . . . . .. •• •• . • . • aaar�au�►ue couMnr NOA No.:14-M5.03 ... . . . . ... . . .. , • • Expiration Date: 09/26/19 :.'.: : : :.•.: Approvai Date: 08/28/14 ••• ••• • • Page 4of7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Me hanically Attached S tams Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. 19132" plywood) Altusa "S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 48 Screw 28.7 28.7 18.1 2 .#8 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa"S" Clay Roof Adhesive 29.3 3 Tile 2 See manufacturer's component approval for installation requirements. 3 Fle:obie Products Company TlleBond Average weight per patty 10.7 grams. 3M in 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single P;tty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa "S" Clay Roof 3M 2-Component Foam Roof Tile Adhesive AH-160 66.5 Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 38.7 3M 2-Component Foam Roof TiIpAdhgsiye:A"-.I Q0 52.05 4 Large paddy placement of 63 grams of 31VI'2-Component Foam Roof Tile& e�Ald-Nl • 5 Medium paddy placement of 24 grams of 3M'O 2-Component Foam RSof'Me Adhesive AFI-1Fe 6 Large paddy placement of 70 grams of 3M'"2-Component Foam Roof Tile Adhesive AH-160 .. % % . . . . . . . .. . . . . roue corer ... . . . . ... . NOA No.:14-W5.03 • • • Expiration Date: 08/2b/19 • ' ' ' Approval Date: 0$/28/14 . .. .. . . . .. .. "' • • • ••• 0 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa-S" Clay Roof Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami Dade County Product Control Approved". ALTUSA MADE IN HONDURA LABEL FOR ALTUSA"S"CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERmrr 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . . . . . • . .. .... ... . .. .. ... . . . . . . .. . . . .. . . . . . . .. .. .. . . .. . . . . . NOA No.:14-M5.03 rnartanaoe counrnr ... . . . . ... . � : ;�; ; : Expiration Date: 08/26/19 : :0.0: : : : :.••; Approval Date: 08/28/14 0:0 •• • . 0 ... 0 ' Page 6 of 7 6 i� PROFILE DRAWING 18-314" 10-314" ALTUsA`S' CLAY A009-THE . . .. . .. . . . . ... . .. ... .. . . . .. END OF THIS ACCE]UAP.WF.,•• ••• • .. . . . . . . .. .. % L . . . . ••• • • • 0:0 •• • • NOA No.:14-0605.03 ___]APPROVED! �• 0 ; Expiration Date: 08/26/19 ••• ; ; ; ;•••; Approval Date: 08/28/14 ••• • • • ••• • 0 Page 7of7 �o SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood docks:When replacing roofing,the existing wood roof deck may have to 4beeknailed—in acxordancewith the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4• FExposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking n be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6• U4A Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is n t overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402 03 and R4413. ,JA dAgent's Signature Date tractor Signature Date Property Address Permit Number Revised on 7/912009 LD;07/01/2015; .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... ... . .. . . . . . . . . . .. .. .. . . . . •• • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . .