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RF-13-1784 r Miami Shores Village Building Department QuG ® 4 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �3 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 t® BUILDING Permit No. PERMIT APPLICATION Master Permit No.j'• 13®I Permit Type: BUILDING ROOFING XJOB ADDRESS:��,I Imo'c g I T L Q 2 City: Miami Shores County: Miami Dade Zip: �� Folio/Parcel#: 2-O cl060 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):1 IQ�j ro j� HC�®`��S I ' I I� Phone#: Address 41 UE (2N 6 TeQ City: n t ty)1shbees —State: - Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C kaf V(E ,&0_ Phone#: , y f Address: �1�/ �- (� l City: /tet F State: Zip: ,� r 2- Qualifier Name:d. A&4 Phone#: State Certification or Registration#: �a, 7 Certificate of Competency#: Contact Phone#: 7 9 q V 112,5P.3 Email Address: A° DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$/ �� Square/Linear Footage of Work: 2-900 Type of Work: ❑Addition ❑Alteration LL❑New ❑Repair/Replace ❑Demolition Description of Work: I(�Fi /Z10 2E 6k S h/bNJ 4 1Y'_ X G14-r 0 Pi I a Color thru tile: -7-o- ae_iY d1p eoto ✓,Ary 64slQ �DDxxx�x�x����x����xxxxxx��x�x��xxxx�xx�x�Fees*****xx���xxx�����xx�xx�x�xxxx�x Submittal Fee$ ` Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ s 1 � Y 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs nce of such posted notice, the inspection will not be app ro ved and a reinspection fee will be charged. Signature S* Own gent The foregping instrument was acknowledged before me this The for oing trument was acknowledged before me this�'3 r day of ,20/Lby l,� bbl e day of ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as iden' tion and who did take an oath. NOTARY PUBLIC: NOTARY P I Sign: Sign. Print: KE vms DOSTALY Print: KERV&S DoSTALY No"puM1%stab of FloddeHMO My Commission Expires: bN comm N ebej.��e My Commission Expir EE 167,13 20 �► fspifq Feb.7,2018 sk��k��Ia,k,Ia$ala,k�%��k8a,�a,la,ksk�h�k,ksk�a,k,k�k�Xa�e,R,k��k,kXa ga$a,k,k,k,k�kXa,k$aga,k,Iasksk,N,k%ale,k�k�k�kak�taKeaIale,ksK$a,k%�Kwk�„k�kiksk,k�kxe�a,k,ksk�IaKokBa,k,k,k,k��k,k�IagsgagakskskskskXa�a�,k$a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ,SHoR�s Miami shores Village .. . p•••� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re:Jy Owner's Name: EL 1 SE FfH bL Property Address: q 41 1,L 9 I TC— Roofing CRoofing Permit Number: Dear Building Official: I�1 i se E�� certify that I am not required to retrofit the roof to wall connections 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. o 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) 47 so- Fa4z--� Signature / Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this ��`'� day of 3 T WMWNS D{. ,TALY Notary Public, Sate of Florida at Large Moaq►ppdAk,state of Flory SEE 16741'; My ooailllili a gm Feb.7,20 16 • When the just valuation of the structure for purpose of ad valorem taxation is al to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property hnformation Map Page I of 1 My Home Miami-Dade County, Florida MIAMI- Property Information Map Summary Details: `a Folio No.: 11-3206-003-0050 Property: 941 NE 91 TER Mailing MONTANA 13 HOLDINGS III Address: LLC 07 LINCOLN RD STE 2-K MIAMI BEACH FL 33139- Property Information: 0900 SGL FAMILY- Primary Zone: 1901-2100 SQ CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: /3 Floors: 1 -r°% Living Units: 1 dj Sq Footage: 2,764 Lot Size: 11,787.06 SQ FT Year Built: 1941 PL OF BISCAYNE -_, RIDGE PB 39-41 LOT 6 &E22FT LOT 7&W3FT Legal LOT 5 BLK 1 LOT SIZE I!, Description: 78.060 X 151 OR 21318- • __- a ' � 4694 062003 1 OR NE gIST TER .27852-2492 0911 12 H z .. Assessment Information: ��� �• � '- �, ��-� Year: 2013 2012 Land Value: $103,351 $94,877 Building Value: $245,022 $239,639 Aerial Photography-2012 0 29 ft Market Value: $348,373 $334,516 This map was created on 7/29/2013 12:01:32 PM for reference purposes only. Assessed Value: $348,373 $334,516 Taxable Value Information: Web Site©2002 Miami-Dade County.All rights reserved. Year: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ r Taxable Taxable Value: Value: Regional: $0/$348,3731$0/$ 34,5 6 County: $0/$348,373$0/$334,516 Ci $0/$348,373$0/$334,516 School Board: $0/$348,373$0/$334,516 Sale Information: Sale Date: 9/2011 Sale Amount: $274,500 Sale O/R: 27852-2492 Sales Deeds to or from financial Qualification institutions Description: View Additional Sales http://gisims2.miamidade.gov/myhome/printmap.asp?mapurl=http://gisims2.miamidade.go... 7/29/2013 yFlorida Building Code Edition 1 r High Velocity Hurricane Zone Unifonn Pennit Application 1 � I •,• I • � 1 Kim • :.Ma 1 I I 7 . e,• • • • Imm's iCCCCCC rrCiriCCCCNCCr■CCnCCCCCCCCCCCCCCCCCC'•iCCCCCilCGCiC�lC%CCMCCCC:CC"CC:CiCiC.�iC�CC�AiCCC:C%CCCCCCCCC�CCCrCoCCCimmmuuCw1CCCCC Raising: CCCrCCrCCCCrCrCCiCCCC■CCC■.CrCrC■M Ir.rrri Cr.■ iur ■ rrrC inmanCCCamaCrC�rNr ■.rrrrriIrCrrr rr ■ rr ■/■■Cr.rirnrrrCCC ■ ICC ■ CCr:'CCCCCCC . ...ra■■■.rlr.■C■■..i■■��ri.... ,r.rr ..r.Cr. .rr■....rC�■ ■■riir■■■■r.rr C■. 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C .CC/Nri. l >1CCirC� lr■/■iiC�r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form i INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,0,6,7 Concrete or Clay The A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6.7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detall Drawings 3. Design Calculations per Chapter 16,or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations 119- ofing On 7. Any Required Roof Testing/Calculation Documentation I 123_01-48 1/13 PAGE 1 r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Secti„=(Low Sloped Roof System) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet and Identify Manufacturer Attachment (If a component Is not used,identify as ONAI System M �j7 //' Field:!i--cc Lap.#Rows ` °oc ®� NOA No a / ® / Perimeter. °oc @ Lap,#Rows "oc � 7 �~ Comer. or.@ Lap,#Rows or. Design Wind Pressures,From RAS 128 or Calculations: Pmax1: Pmax2.z�.Jc Pmax .3/ x , Number of Fasteners Per Insulation Board Max Design Prg�sure the Specific NOA System: o` • Field Perimeter Comer Deck Illustrate Components Noted and Type:— ��_ Details as Applicable: Gaugell'hicivress: SAA3 Woodblocking, Gutter, Edge Termination, / Stripping, Flashing, Continuous Cleat, Cant Slope:1 Z l Strip, Base Flashing, Counter- Flashing, Coping, Etc. AnchorBase Sheet&No.of Ply(s) Mean Roof Height, Parapet Height, 73- � She 4- Height of Base Flashing, Component Material, beet Be n9 aJ€., erial Thickness, Fastener Type, Fastener � ) as�s pacing or Submit Manufacturers Details that Insulation Base Layer. sV Comply with RAS 111 and Chapter se 16. , \ NO BaInsulation Size and Thk�cness: A� A-_ Base Insulation Fastener/Bonding Mated Top Insulation Layer. KJ A`' FT. Top Insulation Size and Thickness: )" _ N N Parapet Top Insulation Fasterw/Bonding Material: Height Aj Base Sheet(s)&No.of Ply(s): / If FT. Base Sheet Fastener/Bonding Material: I f Mean p- Ply Sheets)&No.of Ply(s): RoofHeight Ply Sheet Fastener/Bonding Material: Top P, e1 k (Op iT "I s-6s ' Top Ply Surfacing:'�5�4U4e4Z3;, � s 12331-48 1/13 PAGE 3 f + Florida Building Code Edition 2010 High Velocity Hurricane Zone Unifonn Pennit Application Foran Section D (Steep Sloped Roof System) Roof System Manufacturer: Egg Ad LOo i/Iof G- Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): F;1:222' I P2: �� �• L P3: /4!9- Mwdmum Design Pressure From the NOA Specific S stem : Method of file attachment: Steep Sloped Roof System Description Deck,ype. Wx �► ��o s ype Undeda nt: Roof ope: C' nsulation: 12 Fire Sa er: !A' Ridge Vent! on? astener Type& pacing: 8 /� A A- dhesive Type FFIF ype Cap Sheet: dew J7 oof Covering: Mean Roof Height: < / Type S SIZO Drip Edge: �y 123_01-48 1/13 PAGE 4 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Ills Calculations) For Moment based We systems,choose either Method 1 or 2.Compared the values for Mrwiththe values from Mt If the Mt values are greater than or equal to the Mr values,for each area of the roof;then the the attachment method Is acceptable. z Metho-& "Moment Based Tff Cal clad Per RAS 127" X, .o -Mg: .sLt=�i r NOA 1% T S" s . � m � o S �z z x Z -bW. 6. M � N A Mr �s:10 D•x z 102.1 —Mg: = NOA M-- Method 2"Simplified The Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below NOA h* Mr Required Moment Resistance* Now Roof Height Roof slope IV 2' 26' 3W d6' Z12 3" .s 38.2 1 &'12 E 30.1 31A 32A 3U 6: .6 A *Mast be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rales and Appeals. For Uplift based the systems use Method 3.Compared the values for Fwith 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 the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (PI: z 1: z w:=_)—W: z cos 9: = Fr,: NOA F' (PZ: z 1: = z w::a—a—W: z cos 0. = Frz: NOA F' w:=_)—W: zeds O. = Fra: NOA F' Where to Obtain Information Desert on Symbol Where to Sud Desig►Pfamm PlaMorP3 PAS 127Ta I orbyan enalysisptepateWhy PEbaeedon 7 Mean H Job Site Rodflbp g Job ite NOA Mout due fbmytty MR NOA AftdwmResisbmoo Mr NOA N1; yMflIW Red K Calwtetod e I F NOA Fr Calculated AvaingeTfleyew IxoA lj NOA w=width All must be sabmiaed to the Offleid atom time of 123_01-48 1/13 PAGE 5 a + MIAM•D�ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(7W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miumidiidaeov/buildipL/ Eagle Roofing Products LLC 1575 East C.R.470 Sumterville,FL 33585 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 BNC-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. BNC 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: Malibu Concrete 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#06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11-0321.01 CMMMADECOUNTY Expiration Date: 10/03/16 • • Approval Date; 05/12/11 r Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1.SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof 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 Test Product Applicant Dimensions Ssnecifications Description Malibu Concrete Tile 1= 17" TAS 112 Low profile,interlocking,high pressure w= 12'/z" extruded concrete roof tile equipped with %"thick three nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for w=varies use at hips,rakes,-ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.:11-0321.01 MuaM�•anae eouNmr Expiration Date: 10/05/16 APPROVED Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBNIITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials PRI06178 TAS 112 08/23/06 Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix I1 TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails, Direct Deck,New Construction) The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws,Battens) NOA No.:11-0321.01 MIA�IbE c uN7Y Expiration Date:10/05/16 '''PROVED Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 I 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 in accordance with TAS 106 may required,refer to applicable building code. 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. NOA No.:11-0321.01 MIAMI-IN DEcouN7Y Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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(lbf) Length-1 (ft) Width-w(ft) Malibu Tile 9.5 1 1.417 1.04 Table 2: Aerodynamic Multipliers -,%Ift Tile x(fe) Profile Batten Application Direct D ck Application Malibu Tile 0.305 SO.282,4 Table 3: Restoring Moments due to Gravi -M ft-1b Tile 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or Profile greater Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck. Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On System Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2#8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli 2-10d Ring Shank Nalis 43.0 67.5 50.9 1 Installation with a 4"the headlap and fasterners are located a min.of 2%"from head of tile. NOA No.:11-0321.01 MWM ID DECOUN7Y Expiration Date:10/05/16 • • Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component a roval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfbam Product Inc.Average weight per paq 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Pal oam Pol ProTM" 1 Pol foam Pol Pro rM 45.5 4 Large Daddy placement of 54 rams of Pol ProTM. 4 Medium paddy placement of 24 rams of Pol ProTM. E�] Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 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". -EAGL �- 1 . LEr FL OR/D.A MALIBU CONCRETE ROOF TILE LABEL,SUMTERVILLE.PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 MIA1MPE"E COUNTY Expiration Date: 10/05/16 Approval Date: 05/12111 Page 6 of 7 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING 011 Mo�.41 � r �r MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.01 MigMi.pppEcou TY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/nera Owens Corning One Owens CorningParkway Toledo,OH 43659 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: WeatherlocV Specialty Tile&Metal 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 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#09-0908.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0309.03 MIAMIMADE COUNTY Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Weatherlock® 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7' rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 266 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. Membrane: One or more plies of Weatherlock®Specialty Tile&Metal 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 membrane is applied. Vertical strapping of the roof with Weatherlock®Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 CMLAAMMADEcouwr�r Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile&Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock®Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock® Specialty Tile &Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock® Specialty Tile&Metal 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. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. 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 Weatherlock®Specialty Tile&Metal underlayment shall be applied over the underlayment. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMMADE COUNTY �Fg...• END OF THIS ACCEPTANCE NOA No.: 12-0309.03 CMIAM•DADEcouNTY Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 3 til r � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeaov/pera 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: 3MTM 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 MIAMbf)ADE COUNTY Expiration Date:05/10/17 ... Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mm 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 Roofing 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 Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A 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 tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 MMI® 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 Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 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 rile 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 the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — W 2 F'= MS NOA No.: 12-0228.18 MIAMMADE coUNW 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 Roofing 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 RTF 1000 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 RTF 1000 or ProPack®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 Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,ffigh Profiles #1 35 N/A Fligh Profile(2 Piece Barrel) #1 17/side on cap and 34/ an NIA Flat,Low,ffigh Profiles 1 #2 24 N/A Flat,Low,High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 raar�ann ne couNrr 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 Nail through plastic cement Paddy(Beneath Tfle) Nall through plastic cement Paddy(Beneath Tile) undedayment Undedayment 1 1 __ - 1101 10 In. ---- 21n EmCcurse o Fascia Eave Course Fascia Weephols Eave course ody Em course only: Eave closure Keep adhesive app— IMP edge I Eave Closure 4 In.up from weepholes Nall through plastic cement Paddy(Demeath T119) Options!bl?s for 1)Piece enough adhesive to achieve 17 to 23 sftp prd appilications Nag through plastic count Umkd*"=rd square Inches In contact With the pan too 2)Tom covers upside down.Phu adhesive 112 In. To I In.From outside edge of cover Ile. Then instau the tie. 0 10 In. 21n. Eave Course 0 Em Closure Rom Eave course o top Keep adhesives apnly.pro 4 In.up Fascla ofthe save sheohig from weepholes coursecoverfle. Abuttasecond course of Optional pan fles.Ensure save end of panami oave,,,t:bs am Polift-up Moft Rush at save line. on longitudinal edgesoffle Eave closure Weephole Fascia (mortar shown) NOA No.: 12-0228.18 WMIUMMADEC NW Expiration Date:05/10/17 �ffilgwtfrjaj Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy(Beneath Tile) Nall through Plastic cement Paddy(Beneath 711e) Undeflayment Undeflayment 71n. In. 7 in. 21n. Em Course o Fascia Fascia % Weephole Ean Course Eave closure Eave Closure I I Drip edge Nall through Plastic cement Paddy(Beneath Tile) Underlayment 71n. n. Eave Closure Eave Course Fasda NOA No.: 12-0228.18 RU545ADE COIJNTY Expiration Date:05/10/17 am= Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under tile (between 09) Undeflayment Single paddy between Via Paddy 2 In.x 71n.medium 0 (under file) size paddy eave course only Singlepaddy paddy x 3 In r 3 In under 4 In. 2 In. I x 3 in. Single Single paddy on o 2 In. 4 In. paddy on under- under- layment layment --- Single paddy Fascia Eave course on top of tile Weephole Eave Eave closure Single paddy 2 In.X 7 In.medium Course on on top of file she paddy eave Up edge Fascia course only Nall through plastic cement Single paddy under Ole Single paddy between Ole 3 In.x 3 in. 4 In. Single paddy on undedayment 2 n. o Single paddy Eave Closure on top of the 2 In.x 7 In,medium Eave Course Fascia sin paddy save course only END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 MAMMADECOUNTY Approval Date:05/10/12 Page 7 of 7 M I A M IOADE MIAMI-DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 _NOTICE OF ACCEPTANCE(NOA) GAF Material Corporation 1361 Alps Road Wayne,NJ 07470 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID®Modified Bitumen Roof System for Wood Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.07-1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 09-0224.01 Expiration Date: 11/06/13 MIAMFDADECOUNTY Approval Date: 04/08/09 ' ' Page 1 of 31 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating,VersaShield®Non-Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS®#80 ULTIMATM Base Sheet, STRATAVENT®EliminatorTM Nailable,RUBEROID®Modified Base Sheet, RUBEROID®MOP Smooth, RUBEROID®20,RUBEROV SBS Heat-WeldTM Smooth or RUBEROID&SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below;. Fastening Options: GAFGLAS®Ply 4,GAFGLAS®Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure-45 psf,See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure-4S psf,See General Limitation#7) GAFGLAS®Flex PIyTM 6,GAFGLAS#75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the staggered and in two rows 9"o.c.in the field. (Maximum Design Prtlure2.S psfee General Limitation#7) GAFGLAS®#80 ULTDTTnVn OID®20,RUBEROID®Mop Smooth,base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#I4 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf,See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-TecTM insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggered in two rows 9"in the field. (Maximum Design Pressure—60 psf,See General Limitation#7) NOA No.: 09-0224.01 ar�tE Expiration Date: 11/06/13 APPROVED Approval Date: 04/08/09 Page 29 of 31 GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates,8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—7S psf,See General Limitation#7) Ply Sheet: (Optional except over RUBEROID®Modified Base Sheet,RUBEROID®MOP Smooth,RUBEROID®20,RUBEROID®SBS Heat-WeIdTM Smooth or RUBEROV SBS Heat-WeIdTM)One or more plies GAFGLAS®PLY 4 or GAFGLAS®Flex P1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or RUBEROIDO Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROV Torch Smooth,RUBEROID®Torch Granule,Roof MatchTM APP Torch Granule,RUBEROID®EnergyCapTM Torch Granule FR, \ RUBEROID®Torch Plus Granule,RUBEROID®EnergyCapTM Torch Plus FR,or RUBEROID®Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID®SBS Heat-WeIdTM PLUS,RUBEROID®SBS Heat-WeIdTM PLUS F OID®SBS Heat-WeIdTM 170 FR,RUBEROID® EnergyCapTM SBS Heat-WeIdTM Plus FR,RUBEROIDSBS Heat-WeIdTM, RUBEROID®SBS Heat-WeIdTM Smooth,RUBEROID*ULTRACLAD®SBS and RUBEROID®SBS Heat-WeIdTM 25 applied according to manufacturer's application instructions. Surfacing: (� tional, required if RUBEROV MOP Smooth or RUBEROID® 20 is top membrane)Install one of the following: 1. Gravel or slag applied at 400 ibsJsq.and 3001bs./sq.respectively in a flood coat of approved asphalt at 60 IbsJsq.or applied in a flood coat of Leak Bustefrm MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,GAFGLAS®Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak Bustefm MatrixTM 303 Premium Fibered Aluminum Roof Coating,at 1.5 galJsq. 4. Leak BusterTM MatrixTM 715,Leak BusterTM MatrixTM 322,TOPCOAT' MB+,TOPCOAT Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote®roof coating applied at 1 to 1.5 galJsq. 6. TOPCOA 'Surface Seal,TOPCOAT'Fireshield®SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09-0224.01 rua��naoE DI Expiration Date: 11/06/13 • ••• ou n Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LDeTATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply'"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4"Dens Deck or '/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 1 l 7. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not he applicable.) 10. 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.: 09-0224.01 Expiration Date: 11/06/13 MIAMaDADEC Approval Date: 04/08/09 Page 31 of 31 TGFU.R1306 _ Roofing Systems Page Bottom Roofing Systems See General Information for RooAna Systems' GAF MATERIALS CORP R1306 1361 ALPS RD WAYNE, NJ 07470 USA "Ruberoid 20"or"Ruberoid Modified Base Sheet"may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. '/2-in. thick (minimum)gypsum board or'/4-in.thick(min) G-P Gypsum Corp."DensDeck® Roofboard,""DensDeck Prime® Roofboard" or "DensDeck DuraGuard I" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system Is acceptable for use over combustible (15/32-in. minimum) roof decks.However, the butt joints In the gypsum board and G-P Gypsum Corp."DansDeck®Roofboard," "DensDeck Prime®Roofboard"or"DensDeck DuraGuard "' Roofboard"are to offset a minimum of 6-In. with the butt joints In the roof deck.If polystyrene is part of the roof system, It must be placed below the bverlayment board. Multiple piles of"GAFGLAS Ply 4", 'Tri-Ply Ply 4", or"Ply 6"may be adhered to G-P Gypsum Corp, "DensDeck® Roofboard," "DensDeck Prime® Roofboard"or"DensDeck DuraGuard Im Roofboard" in hot roofing asphalt. "EnergyGuard Ultra"is an acceptable alternate to"EnergyGuard"In any applicable Classification. ..M3 Stratavent Eliminator Venting Base Sheat(Nailable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over"EVERGUARD"Insulation in any of the following systems. Unless otherwise indicated, the roof insulation Is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classifications Include "ENERGuard EPS Insulation". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAS *7S Base Sheet", 'Tri-Ply *7S Base Sheet", or-"GAFGLAS *80 ULTIMA") is a suitable alternate for Type G1 asphalt glass Aber ply sheet ("GAFGLAS Ply 4", "Tri-Ply Ply 4", or"GAFGLAS Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Ventlrig Base Sheet(Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached 3ranule'side down. .'s an option Type G2 asphalt glass mat base sheet ("GAFGLAS #7S B-ise Sheet" or"Tr-Ply *75 Base Sheet" or "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)"may be substituted for Tips G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "Tri-Ply Ply 4" or"GAFGLAS Ply 6") as the nailed base ply in the following systems. 3ottom ply or base sheet may be solid mopped, spot mopped or machamcally rascened. Unless otherwise indicated, all insulations may be hot mopp id or racnanic.Ily fastened. A. 'CLAS Flashinq" or 'Ruberoid" may be used for Flashing in eny of the Class A, 3 or C systems listed below. Ven .''erhte- �s r-fere i �.. nced, this includes 'raFTEMR PFR.NLALiTEt3�" -,r in- ,ire- UL C lassified parlita insulation. TGFU.R1306 - Roofing Systems Page 15 of 5: 54. Deck: C-15/32 Incline: 1/2 Primer: —"Fire Out"applied at 1-gal/100-ft2. Slip Sheet(Optional):— 1 ply"StormSafe"mechanically fastened. Base Sheet(Optional):—One ply"Liberty MA Base Sheet",mechanically fastened. Ply Sheet: —One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered. Cap Sheet:—One ply"Liberty FR SBS Self-Adhering FR Cap Sheet"or"Ruberoid@ SA Cap FR Sheet"self-adhered. 55. Deck: NC Incline: 1 Insulation(Optional): —Perlite,fiber glass, polyisocyanu rate,urethane or perlite/polyisocyanurate composite,offset a minimum of 6-in.from butt joints in plywood roof deck. Base Sheet: One or more plies Type G2"GAFGLAS@ #75 Base Sheet"or"Tri-Ply® #75 Base Sheet"or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet(Optional):—One or more plies Type G1, hot mopped in place. Membrane:—One ply"Ruberoid@ Torch Smooth"or"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or "Ruberoid@ Dual Smooth." Membrane:—One ply"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCap'" Mop FR." 56. Deck: NC Incline: 1 Insulation(Optional):—Poly!socyanurate,wood fiber, periite, glass fiber,any thickness, hot mopped or mechanically fastened. Base Sheet:—One or more plies Type G2"GAFGLAS@ #75 Base Sheet",or"Tri-Ply@#75 Base Sheet", mechanically fastened. Ply Sheet:—One or more plies"Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ Dual Smooth"hot mopped in place. Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoidg SBS Heat Weld 170 FR"heat welded in place. 57. Deck:C-15/32 Incline: 1/2 =\ Base Sheet: —Two or more plies Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"mechanically fastened. / Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded in place. 58. Deck: NC Incline: 1/2 Base Sheet:—"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Dual Smooth" hot mopped or "Ruberoid@ SBS Heat Weld Smooth"heat welded. Membrane:—"Ruberoid@ SBS Heat Weld Plus FR" or"Ruberoid@ SBS Heat Weld 170 FR" heat welded. 59. Deck: NC Incline: 1/2 Insulation(optional):—Polyisocyanurate, uniform thickness of tapered minimum 11/2-in. mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board:—Minimum '/4-in.thick GP Gypsum Corp. "DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'" Roofboard"or minimum '/4-in.thick United States Gypsum Corp. "SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX) mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Base Sheet: — 1 ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered Ply Sheet:— 1 ply"Rubberoid SBS Heat Weld 25"heat fused Membrane:— 1 ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat fused 60. Deck:C-15/32 Incline: 1/2 Insulation(optional): — Polyisocyanurate,uniform thickness.of tapered minimum 11/2-in. mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board: — Minimum 1/4-in.thick GP Gypsum Corp. "DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard"or"DensDeck DuraGuardTM Roofboard"or minimum 1/4-in.thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX)with all butt joints in the barrier board staggered a minimum of 6-in.from plywood deck butt joints mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Base Sheet:— 1 ply"Liberty SBS Self-Adhering Base/Ply Sheet" or"Ruberoid@ SA Base/Ply Sheet"self-adhered Ply Sheet: — 1 ply"Rubberoid SBS Heat Weld 25"heat fused Membrane:— 1 ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat fused 61. Deck:C-15/32 Incline: 1/2 Barrier Board: —Minimum '/4-in.thick GP Gypsum Corp. "DensDeck@ Roofboard" or"DensDeck Prime@ Roofboard"or"DensDeck DuraGuard'"' Roofboard"or minimum 1/4-in.thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX)with all butt joints in the barrier board staggered a minimum of 6-in, from plywood deck butt joints mechanically fastened Base Sheet:— 1 ply"GAFGLASS #75 Base"or"Tri-Ply@ #75 Base Sheet"mechanically fastened Membrane: — 1 ply"Ruberoid@ Torch FR" heat welded 62. Deck: NC Incline: 2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R 1306&cc... 11/22/2011 MI® OWNER'S NOTIFICATION FORM do SECTION 1524 HIGH VELOCITY HURRICANE ZONE–REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.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 this section.The provisions of Chapter 15 of the Florida Building Code,Building 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 and the contractor.The owner's initials in the designed space indicates that the item has been explained. i69-1.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) 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. -'Pff 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. 94e 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 (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. CF. 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 owner provides the option of maintaining its appearance. Cf�5. Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding nditions 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 requirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing. 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself).The existing amount of attic ventilation shall not be reduced. Exception:Attic spaces, designed by a Florida-I icensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's/Agent's Signature: Date:.17 Contractor's Signatur Permit Number: Property Address: ��' 1 1'Q M lP S 123 01-197 12109 7 1-, 336��