The URL can be used to link to this page

RF-14-2772 `®d Miami Shores Village a �� •� Building Department FEB oo� 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �- FBC 2016 BUILDING Master Permit N.-g-F u C `^ L-9 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC 0 ROOFING 21REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �+ CONTRACTOR DRAWINGS JOB ADDRESS: `` .54— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): (ZAN �tiPhone#: Address: e:12-s- �f / City: 1V ltd o enc S State: Zip: Tenant/Lessee Name: 14 Phone#: Email: CONTRACTOR:Company Name: �lll,�-�v( Com. ��c Phone#: Address: n?2 (NLi � I'�I Sr City: Id00 1. ,, State: E(— Zip: �1 Qualifier Name: GA&Z FP(, AAq-k1ys Phone#:l/ �56& State Certification or Registration#: ezr_ 1Certificate of Competency#: nn DESIGNER:Architect/Eng)neer:� A- Phone#: IQ 1A Address: I City: State:4—Zip: Value of Work for this Permit:$ 164' Square/Linear Foota of Work: Type of Work: ❑ Addition F-1Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Adkogle, +,;z>INLYRASS - Specify color of color thru tile: Submittal Fee$ Permit Fee$ 35. Gi�) CCF$ CO/CC$ Scanning Fee$ �' C) Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Se 'Q (Revised02/24/2014) 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 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 zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a oved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 2 by —3 day of TIE&4P►" 020 I _,by 9:POI* y who, rsonally o '1 � �'� ' person o R is 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: Sig Sign: cGt 11l1TC(1TA Print: -*— Print: C.e..t®T-<A1'T7_ * MY COMMISSION II EE 107020 Y vu Seal: * EXPIRES:August 5,2015 Seal: *°� +��v My COMMISSION#EE 107020 BoMedThru Budget Natary serv= * EXPIRES:August 5,2015 Borded Thru Budget Notary Services APPROVED BY L r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t , i t 1w8PEG7EflA! i I b7 E6+Ks�ER�G 7066 SW 44m Street Mami,FL 33155 Tel:71398-9179 Fax:786-800-2627 a 7LocftnArr9ail.com LAB CERTIFICATION#10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS#106 Roofing Contractor UNIVERSAL GROUP,INC. Permit# RF-14-2772 Job Address 925 NE 92 ST MIAMI SHORES,FL. Owner's Name KELARA MAINADE Type of Tile FLAT 13" Date Installed Approximate Roof Height 12' feet Roof Pitch 3112 Type of Access to Roof LADDER Approximate Square Footage of Roof 39 ft2 Required Testing Force 35 Lbs Date Tested 03/17/15 Number of Tests 78 Testing Equipment F.G.E.100 Contact Name ALBE Phone# 71468-3164 LOCATION #OF TEST PASS #OF TEST FAIL Corner 7 Tests 7 Pass Test o Fail Perimeter 13 Tests 13 Pass Test 0 Fail Field 43 Tests 43 Pass Test 0 Fail Ridge 15 Tests 15 Pass Test 0 Fail TOTAL 78 Tests 78 Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIAOrPROTOCOL PA WS,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TBT.THIS TAS M TEST HAS BEEN PERFORMED IN FULLACCORDANCE TO THB REQUIRBNEDIM OF DADECOUNTRY,WITH NO DWATIONS.THIS REPORT IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOTVAUD FOR INSURANCE CLAIMS. x : ti '.. ate. .d, C YEI M N T' YDEYVA ;P.E. #67A1.6 A-1 Engineerin Inspection Services Inc 7066 SW 44' Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 a 1 roofinspectiong gmail.corn LAB CERTIFICATION#14-1215.04 03/17/15 PERMIT.#RF-14-2772 925 NE 92 ST MIAMI SHORES,FL. T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 7066 SW 44t`Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627 �5�'°REsGr Miami shores Village � BuildingDepartment p 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LpRIDA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permits —! DATE: INSPECTION AFFIDAVIT I C2wee«GArue,"s licensed as a(n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License* 02. 15?-'q0q 9 �} 2 70115 On or about IL AlSOI 6'00 , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at 9Z AA IAyYU Shs (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manua (Based n 553.844 F.S) Signatur State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. N Swom to and subscribed before me this day of 4PrI 1v o ' oda LE Notary Public, Sate of Florida at Large `General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane o � permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 Florida Building Code • VelocityZone Unifonn Permit Application Fol' I MINE 7 n IS • - N r • • i r t�i r � r I i o- ■ilY■■■iPliii�■■■L■:�•9■■■!!� ■■iii■�■■■■■■■■■■■■■■■■■■■■■■■■■■■ ._ . �_ Qn■■■■C■■CSI<■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■u■■■■■�l `,� 1 ��h�G��I��I��\�■Fr.�'■�•r[��■■1■I��llulrfit�®i�■■■■■■■■■■■�! .- ■■■■■■■■■11■■I�■■►■IA�ir■■G�� ■■■■■11[!■■■■!ut■■■>A�■!7■■■■■■■■■■di1 ■■■■■■■■■�If1■■■I■■�I■■i�INTIS•.rq��f►■L►,':■■■C��ill►1lle►!wJ■■■■■■■■■■Oli ■■■■■■■■■■�■■■i■■■n■■■�,��rir��;�►■■yin■��►�■■■■■■■■�■■■■■■■■■■�n , �)•■■■■■■■■■■J■■■■i1��■��®��,aim_�.r.,■■■■■\�■■■■■■■■■■■■■■■■■■NII ` ■■■■■■■■■■■■■■■■Lii■!�■■��A■■■�i■■■■■■■►\■■■■1■■■■■■■■■■■NII � ■■■■■■■■■�!■■I■■■■%■L■■■f1■■■■■■■■R:i■■■■■il■■■■■■■■�■■■■■■■111 ■■■■■■■■■t(■I■■■■■l��w��■■■■■■■■l►J■■■■■■■■■■■■■■■■■■■■■■■111 ■■■■■■■■■�i■■■■■■■■w■■■iii■■■■■■■■ri■■■■■■■■■■■■■■■■■■■■■■■■� '1 ■■■■■■■■■■.......■■■■■■■MONOMER■■■■■■■■■■■■■■■■■■■■■■1■■■I� E7Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C Low Sio ed Roof S stem Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/B and Identify Manufacturer (It a component isnotused,identify as"NAJ Attachment ase Sheet System Manufacturer: 4e-V (-- NOA No.: �1 A-72 � , Field.J0c @ Lap,#Roars -2— @_j"oc Design 1Perimeter. "oc @ Lap,#Rows�@ o oc Mnd Pressures.From RAS 128 or Calculations: /,, _4 a Comer:— oc @ Lap,#Rows Q @ y^oc Pmax1: Z. Pmax2� !�_pmax3:_��. o Number of Fasteners P r insulation _ Max.Design Pressure,From theNCA theBoard System: �` Field: Perimeter Corner Deck: g�f,� oc> Gauge ticknes Illustrate Components Noted and Details as Applicable: SI 2- 2s f Z Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/ Sheet&No.of Ply(s) Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Bass Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Base Insulation Size and Thickness: Comply with RAS 111 and Chapter 16.�+ Base Insulation Fastener/Bonding Material; �J � 3 qtj GAP s Top Insulation Layer: �pQ Top Insulation Size and Thickness: M arapet Height Top insulation Fastener/Bonding Material, �� fo 1P Base Sheet(s)&No.of Ply(s) 1 FT. Base Sheet Fast' er/Bondig Mat � 'al:i -5/a� � G Mean �S Roof. Ply Sheet(s)&No.of Ply(S): /A-=P— Height Ply Sheet Fastener/BonMyraten'al; - ��AA W . Top Ply:_1�1�1?IG ( t� / C4-95 Top Ply Fastener/Bonding Material: Surfacing: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: M 0�ArL (Il�� Product Approval Number: 1 3-0-72--51>05 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: Wtif UU ti Steep Sloped System Description Deck Type: ? '�`:P X 1a.3� .. 0000.. • Type Underlayment: Re®f►>mPope: 3&a. • ' : 12 00006 •••••• •••• •• •• Insulation: � p 0000. 0000 ' 1" 0000.. 0000. 0000 0000 . • 0000 ••••0 Fire Barrier: 0000.. 0000.. 0000.. "•••• 0•-Ridge Venfitati' ? Fastener Type&Spacing: Adhesive'Type: POL &Ass Poor Type Gap Sheet:I =i 11 Roof Covering: Mean Roof Height: Fo; •- Type&Size Drips Edge: 3 Grp Gia Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E(Tile ;CalCulations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt.If the M,values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" ( ,' x x _L5-3_)-m,,- ° 0 =M, Product Approval M, (P2: 1 Qi x A �_ -Mg:�3rz=Ml Product Approval M,_ '31.(P3:�!l x�, _-:50 -Mg:E--Oj-=Mr3 2-7.r7 Product Approval M,--= -:P, Method 2 "Simplified Tile Calc-ulation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, Mf Required Moment Resistance4 Mean Roof Height-► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 • • 6:12 26.4 28.0 29.4 30.5 32.4 e••••. ••' •7.12• 24.4 25.9 1 27.1 28.2 30.0 '"••• 14Must bye used4 n conjunction with a list of moment based the systems endorsed by the •• • BrowarWeloky Board of Rules and Appeals. ••••• •••. For Up7iif 0 *;ed tile systems use Method 3.Compare the values for P with the values for . . • Fr.If the�Fovalues are greater than or equal to the Fr values,for each area of the roof,then ••••a ••••tete file a Uaekment method Is acceptable. •••••• •• • •• ••• Method 3"Uplift Based Tile Calculations Per RAS 127" `• • ••(P,:�ral: _ x W:=_ I-W: x cos 0: - Fr, Product Approval F o••••• ••••••(132: • X 13► = X W:=_ )-W: x COs Fn Product Approval F `••' (P3: x 1:^ x w:=_ )-W: x cos 0: - =F13 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS'127'Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope Q Job Ste Aerodynamic Multiplier 4 Product Approval Restoring Moment due to Gravity M, Product.Approval Attachment Resistance Mf FWL!ctA novel Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance I Fr Calculated Average Tile Weight WProduct APproval Tile Dimensions I length Product Approval w-width I All calculations must be submitted to the BuildingOfficial at the time of permit mtt kation. pe application. r i r { MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION N iami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidade.eov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0723.05 MIA Fga al slj Expiration Date: 04/26/17 Approval Date: 09/26113 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Cat o : Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product AP-Wicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof file equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete file brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof file equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each file profile. MIAMNQADE COUNTY NOA No.: 13-0723.05 JAPPROVEDI Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 r 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 MIAM1-RADE COUNTY NOA No.: 13-0723.05 JAPP •• • Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 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 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LmrrAuom 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope 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 the applicable Building Code. MuuhNOA No.: 13-0723.05 aowoe counmr ...� Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (1 x w ) Tile Profile Weight W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -A.(fe) Tile X (ft ) ;L ye) Profile Batten Application Direct Deck Application Monierl_ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" T':12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake NOA No.: 13-0723.05 ruar�tiuEwecouNr�r Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)- for Two Patty Adhesive Set Systems Tile Tile Application Mi imum Attach nt Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 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 MonierLifetile Saxony 900 Pol oam Pol ProTP° 118.9 Slate, Shake &Split Shake Polyfoam Pol ProTm 40.4 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 Qm�mmlffi- cI Expiration Date: 04/26/19 ND Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BuiLDING PERMIT REQUIItEMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0723.05 MIAM4DADE COUNTY .. Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL,HOLES 4 1-5/32"(Slate) r 'i 3'✓1 Yom`=;."•_. z H�.N.sr R 17 'rr. W COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE NOA No.: 13-0723.05 Mu--I L tivaue f4sMia Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 4AIL HOLES 1-9/32 ha w`� tM 3•` 17" 13 Note: Available Top Surface Finishes S. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAD MAMADENOA No.: 13-0723.05 �� counRr Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 r NAIL HOLES q v 4 •�v W �.. 1-9/32"(Sha 17 Z 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE MIAMFDME C NOA No.: 13-0723.05 .••• , Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 MM € MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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.miamidadeazov/economv Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 revises NOA#11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.02 MIAMI-DAD COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub-Cateaory: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3933/8" waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65' x 3'33/8" ASTM D 1970 APP polymer modified,fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 &#2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP underlayment 3291051 x 3'33/8" ASTM D 1970 polymer modified,fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1 &#2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayment 65'x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1&#2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10"x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. MIAMI-DARE COUNTY NOA No.: 12-0713.02 - ,,,Lon O UN Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Ha.zelton, PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Men cy Test Identifier Test Name/Report Date Exterior Research&Design,LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 MIAMM®U NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhcred. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2"and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. � NOA No.: 12-0713.02 Mu4r+n a ug Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS TU Plus Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes Y Y p g and shingles, g > non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick IR-Xe,TU,and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Exposure Limitations(davs) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven,FL. 180 180 180 180 180 180 180 90 Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A 7. 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. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU,TU Plus,Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications.Polystick IR-Xe,and Dual Pro are limited to mechanically fastened roof tile applications.Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU,TU Polystick TU Plus,TU P,Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 MLAMI-DARE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing ries t (6 Max.Per Stack) 1 � m 92 ® J 6 IN Roof0erApT"red Mth POLYSTICKl7J Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe, TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro 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. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. MIAMFDADE COUNTY ad BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12-0713.02 MIAWDADE COUNTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 } POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. MMDADE COUNTY NOA No.: 12-0713.02 MIA �, ,,,� Expiration Date: 09/13/16 AMI Approval Date: 02/14/13 Page 7 of 8 + 1 � 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAM4DADE COUNOA No.: 12-0713.02 NTY Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 ' s r MAMA E MIAMI-DADE COUNTY ff@7 M2 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 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 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: GAF Conventional Built-Up Roof Systems 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 renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-1022.15 �i•oanE counn r Expiration Date: 11/04/18 APPROVED Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofmg Sub-Category BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37"(1 meter) ASTM D4601 Type H asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 UltimaTm 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®F1exPly'm 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyCapm 39.3T'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote7 GAFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Eliminator's Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator'sNailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoie SBS Heat- 39.3T'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld's Smooth Wide modified asphalt and smooth surfaced. Ruberoie SBS Heat- 3937"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld's 25 Wide modified asphalt and smooth surfaced. Ruberoie 20 39.37"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 39.37"(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.: 13-1022.15 ruaMi uauE Counrrr Expiration Date: 11/04/18 JAPPROVEDI Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOutT'4Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShieieFire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Sea] 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuarC Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 Perlite Roof Insulation Perlite insulation board. GAF EnergyGuard7 Perlite Recover Board Perlite recover board GAF EnergyGuard7 RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocV Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. StructodeV High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDecke Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Muu�HDaue cow�rrr Expiration Date: 11/04/18 "' Approval Date: 11/06114 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOM 1. Drill-TecTm#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec""#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec""XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec'"ASAP 3 S Drill-Tec''#12 Fastener with Various GAF Drill-TecTm 3"Standard Steel Plate 5. Drill-Tec'"3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-TecT' fasteners. 6. Drill-Tec TM 3"Standard Steel Round galvalume plated steel 3"round GAF Plate stress plate with reinforced ribs for use with Drill-Tec'' fasteners. 7. Drill-Tec""AccuTrace Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-Tec T.#12 Fastener,Drill-Teem#14 Fastener and Drill-Teem#15 Fastener. 8. Drill-Teem AccuTrace Galvalume Steel plate for use 3"square GAF Recessed Plate with Drill-Teem fasteners. NOA No.: 13-1022.15 MIAMFDADE COUNTY Expiration Date: 11/04/18 !APPROVED[ Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMTMD: Test Aaencv Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.1.3B9Q1.AM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. ODIA&AM 4470 07/29/94 J.I.OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 NOA No.: 13-1022.15 MUkMI-DADECOUNWM Expiration Date: 11/04/18 �lffmawwmwjqlApproval Date: 11/06/14 Page 5 of 16 Membrane T BUR Type: Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: Fire0te Fire Barrier Coating,VersaShieie Fire Resistant Roof Deck Protection or (optional) Securock""Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 UItima7 Base Sheet, Stratavene Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld"" 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS®Ply 4,GAFGLAS®F1exPly""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,GAFGLAS8 F1exPly""6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"" #12 Fastener or Drill-Tec"'#14 and Drill- Tec""3"Steel Plate,Drill-Tec""AccuTrac®Flat Plate or Drill-Tec""AccuTrac®Recessed Plate 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-45 psf.See General Limitation#7) GAFGLAS®Flex Ply '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 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure 52.5 psf:See General Limitation#7) GAFGLAS®#80 Ultima Base Sheet,Ruberoid®20,Ruberoid Mop Smooth,base sheet attached to deck with approved 1'/a"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.c. in the center of the membrane. (Maximum Design Pressure-60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"° #12 Fastener or Drill-Tec'"" #14 Fastener and Drill-Tec""3"Steel Plate,Drill-Tec"" AccuTrae Flat Plate or Drill-Tec'""AccuTrac®Recessed Plate 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-Tec'""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.: 13-1022.15 MIAMt ►DE COUNTY Expiration Date: 11/04/18 "IAPPROVEDI Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec— (Continued) #12 Fastener or Drill-Tec."#14 Fastener and Drill-Tec7 3"Steel Plate,Drill-TecTm AccuTrace Flat Plate or Drill-Tec'''AccuTme Recessed Plate 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—75 psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTg BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options NOA No.: 13-1022.15 MIAM4DADE COUN77 Expiration Date: 11/04/18 1APPROVED1 Approval Date: 11/06/14 Page 15 of 16 f WOOD DECK SYSTEM LIlYIITAnow 1 A slip sheet is required with GAFGLAS"Ply 4 and GAFGLAS"Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck7 Roof Board or%z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmTATIONS: 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 lbs./sq.,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 sidelap 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 Professional Engineer,Registered 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 117. 7. Perimeter and comer 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 milers,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 be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 Mint nanE cou►v7 tr Expiration Date: 11/04/18 "'' ' Approval Date: 11/06/14 Page 16 of 16 Y v TGFU.R1306-Roofing Systems Page 2 of3 The use Of POIY$Weme insulation beard bet►veen minimumr U-in,chick periite board and deck with rosin ger a (perOte/rosrs Paper/Poiystyrene/Perlits)is a suuable altemate for patyisocyanurats board in the fogawing Gass A,6 orpC systems. TmeWGuard®RA"Or"Tapered Ehergyeuard®RA"or'F,nergyGuardp COmpoSU RA"may be substibuted for N11y Aides ROOliing Cep. PoMsocYanufate Irl WBftn In any of the fouowirlg CiassiTlptions. Trumbull"Pam 114op"may be uWlMd with any Of the 11)nowln9 Asphal[Felt Systems with Hot Rod ing Asphalt", "GAFGLASO 480 Premium Base Sheet°may be used in any of the following systems. "GAFGLAS(D Flex Ply 6"and"11*P"Ultra-Flexible Ply 6"are swuble altenletes to"GAFGLASO Ply 6% "GAFTEMP Permedte Recover Board•may be used in lieu of any perlite bmiation in any of the following NC GassifieWoris. Un1855 0t7re WMO indicated,any Of the Asphalt Felt Systems with ilei Roofing Asphalt'may bre surfaced with"Fire dell MB"at 2rh to 3-gai/S 00- fcz. "RubaroWS Dual Srnootb"may be used as an alternate t0"Auberotd(a VAP Smooth"or Ruberdd&2W or"Roberoldts120 Kr "Auberoldp Map Smooth L.5"may be used as an aftemate to"Rubemid©MOP Smooth" Class A,a and C Not Mofulg asphalt,for UN with organic and glass felts or modtffed bitumen rnembrasses. "Ruberoids Beat well"SBS r OMW membrane may be tiled in lieu Of Tuberoldt4l MOP"585 products in any applicable Classification. Class A 1.Deelu C- sf32 Incline.3 Insulation(Optional):--One or more layers pen'tte or wood fiber or grass fiber or polyisocyanurate or urethane or ParCite/PolWWWOnurate composite or perii./urethane corrtposite or wood AW/001yt6peyanurate Composite or phenollG any ducknem yy—cing.—Three or mare FGA Type Gi or"GA6GlA5p Ply 4.Of"N-PIVD ply 4"or•GAFGLAS(p Pty What mapped. 2.Dacia C-15/32 InClines 2 f�,"^_Iasatlati$n(4iptfoaaq:—Orhe or tier:layers perlite or wood fiber or glass liber or poyrlSocyanurate or ur¢thane or Phte/Polyis�yanuraltg cert pd�te or Pettit:/urethane cor►tooslt<t or wood fiber/Polyisocyanurate composite or phenolic, ty, any thickness. PSheets Three or more plies Type GI Or 4"ar"Tri-Piys�Ply 4"Or"GAF(=1 q$®ply 6". Cal She®t —One Ply Type G3"GAFGLAS(D t r�rai Sheet"ar'Trl-Ply®Mbrerai Surfaced Cap Slmet°or Ener9yCep "GAFGLASr& TM BUA Mineral 5urlated Cap Sheet.• 3.Dema NC Zadh :2 Ynsutation(OptlOnal)s—One or more WMS Peri{te,weld liber,glass fibe4 poMwcyarsurate,urethane,padlo/Poiytsoeyanurate cornposiM PerBteJurethane comp nit, wood ftar/Polykacyamirate composite,phenolic,2=m.maximum. Ply Siteefz—TWa or more pow Type GI SAFGLASO Ply 4:"TCr-ply®Ply 4"or"GAFGL.ASO Ply 6 CaP Sheets—One illy Type G3"GAFGLASO Wk eral Surfaced Cap Sheet"or'Irl-Pty® 6n-9YC30hNrterel Surfaced Cap Sleet or"GAFGLASS "M R Mineral Surface!Cap Sheek" 4.Deck C-15/32 Indines 1 Slio Sheet(Optbanaip—Red rosin paper,nailed to deck. Istsulatson(aptlortat)s—Any thickness perftte or wood fiber Or glass fiber or poiy1sotyanurste mechanically festOned or adhered with 04G Inc."OlyBond Fastening Systems"or any UL Chwi ied insulation adhesive. ties:Shy—One ply Type G2"GAFGLASO 975 tease Sheet"or"TW-ptyg d75 ease Sheet"(may be need). Cly Sheen—One Or MOM piles TYPO GI"GASW-4S@ ply 4"or"TN-Ply@ Ply 4"or GAFGL4S9 ply 6" al Sheov—One ply Type 63"GAFGLAS®t+rwal Surfaced Cap Sheet"or°Tri-PW Mineral Surfaced Cap Sheet or`GAFGLAS@ ergyQP-SUR Mineral Surfaced Cap Sheet.' Surf8chV(aPdcf'Qrg—"TOPCOAT®EftuWCoie—soolled at a rate of 2-9al/100•ft2. S.Deck NC ZrsclineG 3 ]Base Sheets—One Ply Type G2"GAFGLAgt 975 825:Slat"or"Tri-Pl &*7S Base Sheet". Piy Sheet—One or more Plies Type 63"GAFiGLAS®Ply 4"or`Tri-PIYC4 Ply 4"or GAFGLAS®Ply 6% CAP Sheet:—One ply Type G3"GAMIAS®MbwW Surfaced Cap Sheet'or"Tri NO Mineral Surfaced Cap Sheer Or-GAFGtAS@ ht J/database-W.coin/egz-bkWY V/tiemplate&'SM"FRAMU$howpage,lttml?&WZ=TG... 7/6/2012 Miami Shores Village Building Department - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ru, FBC 20(0 BUILDING Master Permit Noj PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP —y� CONTRACTOR DRAWINGS JOB ADDRESS: qD5 0 l l City: Miami Shores County: Miami Dade Zia: 3-3 I d Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction}Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): TCd CN r 4 Phone#: �� 33 Address: City� State: 0,L1 Zip: Tenant/Lessee Nape: Phone#: Email: �� CONTRACTOR:Company Name: Phone#. Address::/�_72W fie.!W City: tAyA I MAIMS � Zip: Qualifier Name: L !:L /"MAIMS Phone#: State Certification or Registration#: CC'C 162_ ZtIq Certificate of Competency#: DESIGNER:Architect/Engineer: 1�I Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ff"Alteration ElNew ElRepair/Replace ElDemolition Description of Work:f?DOe' TLS Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ! a '� (Revised02/24/2014) 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 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 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 comme cement must be posted at the job site for the first inspection which occurs ven (7) days after the building permit is 'sued. In the bsence of such posted notice, the inspection will be approved and re spection fee will be charged. Signatur Sign OWNER or AGENT OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before Rne this day of 20 by day of , 120 P1 by w personally k to _�' 'f o is personally kno 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 PUBLICw"o..::.%LL" i LLiOTSOTO NOTARY PUBLIC: * * MY COMMISSION#eE 107020 �o�.Ay Pu4�.c EWOTSOTO EXPIRES:August 0,2015 MY COMMISSION#EE 107020 Sig " OFFI�PA� Bonded ThruBudget NotigOer* Sign: N A* EXPIRES:August 5,2015 �O,�F ^ r Print:_ Q11.i31�� Print: Seal: Seal: APPROVED BY !v�3 Plarr�'Examiner Zoning Structural Review Clerk (Revised02/24/2014) St�oREs ♦ tom'�3a n anon n��M Miami Shores Village Building Department RSA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: ooiw4se BUSINESS ADDRESS: X22 TAW �� ' CITY STATE ZIP BUSINESS PHONE: ( FAX NUMBER r 3�) 7'519' CELL PHONE) 796 jCg'6 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: L"tC 32% ?qq IW onji-t,ade County, State :,o flori E THIS IS NOTA BILL - 1)O NOTPAY TI 6526199 ]L9:B1 p �i� BNSINESS NAMEfLOCATION RECEIPT NO. EAPI67�� UNIVMAL coNsTRuc iON rMNEWAL SEPTEMSER 30, 2015 7225 NW 56 Sr 6796575 Must be displayed at place of business MIAMI FL 33166 pursuant to County Code Chapter$A-Art.9&10 OWNER. SEC.TYPE OF BUSINESS D RECEIVET RECEIVE UNIVERSAL GROUP INC 196 SPECIALTY BUILDING CONTRACTOR ev TAX PAYMENT COLLECTOR Worker(s) 1 CCC1329249 $75.00 09/30/2014 CREDITCARD-14-042697 This Loll Business Tat Receipt only confirms payment of the Local Business Tax.The Receipt Is not a ilconse,: pamtno ar certification hoIddo sgnallficadons,todoEasiness.Holder`must complyjwith any governmental or ►ell ry 'R apply which apply to the hosiness. The RECEIPT NO.above most be displayed on all commercial vehicles-Nlismi-Made Code Sec ea-27ti. Far mare information,Wait i aiamidede aovitaxcnlieotor r-----------------------------------=--------------------------------------------------f9MRfAw------------ 11 STATE OF FLORIDA Pursrmnt to Chapter 440. 14),F.S,an offteer a cmrporabon DEPARTMENT OF FINANCIAL SERVICES � '� trcm chapter by ff tg a e of election ecoverbeneftor DIVISION OF WORKERS'COMPENSATION " F pensofion�V��a movr r CONSTRUCTION INDUSTRY EXEMPTION ` � "0 PwvAnttoChapter440.05 S.,Comweles ofeledionto L r tthoe = orkade CERTIRCATE OF ELECTION 7013E WORKERS'COMPENSATION LAW EXEMPT FROM FLORIDA �D ' EFFECTIVE PATE 9Ht3i2014 ; Pursuant to Chapter 440.05(13 F S.,Nodosa of Wecbn to be ExPIRAnoN nAT�sr,tinols ,H exempt and�rlat�of a to be sham to revocation if,at any time atter of tta not. PERsaN: NIATOS GABRIEL P ;E o tssuanoe of the omtvlcete,thaperson.a.ed oc the FEIN: 300511129 :R nmtce or Cwt no ranger meets the re*&wnems of#ft soon for isstwoe of a .The departrnerd sham revoke BUSINESS NAME AND ADDRESS: �E a ate et we�timetorfallure of rte p�named on the i UNIVERSAL GROUP INC i m m the ra�bwnarms of tks sedlen UNIVERSAL CONSTRUCTION INC ; 7228 NW Ba ST i IAWW FL 33168 SCOPES OF BUSINESS OR TRA 'CONTRACTOR GENERAL HEATING AIR-CONI�bNTILATION. AND DRIVER ROOFING-ALL KINDS STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION R CONSTRUCTION INDUSTRY LICENSING BOARD �C�CC1329249 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 MATOS, GABRIEL PIERRE: r UNIVERSAL GROUP INC • 7228 NW 56TH STREET MIAMI FL 33186=4247.. ISSUED: 08/31/2014 DISPLAY AS REQUIRED BY LAW SECT# L1408310003702 r4C 10/144/2014/2014 Dr CERTIFICATE OF LIABILITY INSURANCE °A�/ �` PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Westward Insurance Services (305)418-8411 AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE 2500 NW 79d`Avenue COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 283 Doral FL 33122 INSURERS AFFORDING COVERAGE NAIC# ENSURED INSURER A: Accident Insurance Universal Group,Inc. INSURER B: 7228 NW 56 ST. INSURER C: Miami FL 33166 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR LTR A 8 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE EMMM DATE A GENERAL LIABILITY EACH OCCURENCE $1,000,000 ® ®COMMERICAL GENERAL LIABILITY 104346 10/13/2014 10/13/2015 DAMAGE TO RENTED E:1[:1 CLAIMS MADE ®OCCUR PREMISES Ea occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 ®POLICY El PROJECT El LOC PRODUCTS-COMP/OP AGG $2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ El ANY AUTO (Each Occurrence) $ ❑ALL OWNED AUTOS BODILY INJURY ❑SCHEDULED AUTOS (Per parson) $ ❑HIRED AUTOS BODILY INJURY $ ❑NON-OWNED AUTOS (Per acddenq ❑ PROPERTY DAMAGE $ (Per aodderd) ❑ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ❑ANY AUTOACC ❑ OTHER THAN $ AUTO ONLY: AGG $ EXCESS/UdBRELLA LIABILITY EACH OCCURRENCE $ ❑ [:]OCCUR ❑CLAIMS MADE AGGREGATE $ ❑DEDUCTIBLE $ ❑RETENTION $ $ ❑ EMPLOYEERW LIABILITY RS COMPENSATION AND ❑TORY LIMITS WC STATU- ❑ ERH ANY PROPRIETOR/PARTNEAIEXECU- EL EACH ACCIDENT $ THE OFFICER/MEMBER EXCLUDED? I yes,desCd6e under E.L DISEASE-EA EMPLOYEE $ SPECIAL PROVISIONS lbw E.L.DISEASE-POLICY LIMIT $ ❑ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CCC 1329249 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miami Shores Village Building Dept EXPIRATION DATE THEREOF,THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO 10050 Northeast 2 Avenue MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT Miami Shores FL 33138 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY IGND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORItED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 R�s Boom Miami shores Village A� Building Department tOR1CD 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, 2u a be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor 1_11�1 _ 6w�i&7_c Print Name: Print Name. &3;;E Signature: Signature• State of Florida) =Flori County of Miami-Dade) County of Miami-Dade) Sworn to and subscribed before me s 2� Sworn to and subscribed before me s day of 45 1201 day of . 1a2 p- EWOTSOTO �o ,::�ei,� EWOT SOTO � � ' c MY COMMISSION#EE 107020 BY EE 1070'?:) By EXPIRES:August 5,2015 q �PRES:August 5,20 b rAP Thi (SEAL) �fgrF o�``Oe ®o sudeet Notary sorvi (SEAL) r F°F�o° udget Rotary 6eni Type of Identification produccom= Type of Identification roduced Miami Shores Village Building Department 10050 N.E.2nd Avenue �tpRlpA 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, A 33138 Re: Owner's Name: Property Address: c12 N L5� 12. S) Roofing Permit Number: Dear Building Official: Aal n certify that I am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 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) -'Xe4g� — fi40c Act&I a' —. Signature Print Name State of Florida County of Dade The undersigned, being the first duly deposes and says that he/she the caner for the above property mentioned. Sworn to and subscribed before me this I— day of PR Y PU t �o ,.,.4, ELLIOT SOTO My EE 107020 * Er +*id s.august 5,2015 Notary Public, Sate of Florida at Large �f9, o� BmdwTfwBwptNotary servim • When the just valuation of the structure for purpose of ad valorem taxation Is equal 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. Dm.toul nn r./�A NMfl� R s° Miami shores Village p...M Building Department 10050 N.E.2nd Avenue Lr �t Miami Shores, Florida 33138 ZOR Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: a6 l5 z1 C✓ On or about , I did personally inspect the roof deck nailing (Date&time) work at q Z S ki f G (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manu (Bas d on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this S day of * MY cOMMISSIr x EXPIRES Notary Public, Sate of Florida at Large °`""•�'�" w'ATFOF�°moo MMISSION Ii EE 107021 s _ N. EXPIRES:August5,201r ��9rFOF ftWedT1WB1d90Ntwyq-- 5-.. O N *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an Inspection.Include photographsofc�h One of the roof with permit#and address#clearly shown marked on the deck for each Inspection 0-16.4—f7/4AMM4AV:M4MMn 11001111 �5e s Miami Shores village •an@ Building Department 10050 N.E.2nd Avenue nos,Nsa Miami Shores, Florida 33138 ��ORiDf� Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 +� Re: Owner's Name: 9 k m A) L,.r-. Property Address: 'zTZ S Al/- Roofing Permit Number: • I q '2lug> Dear Building Official: I MAYA-4 certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopte by the Florida Building Commission by Rule 913-3.047 F.A.C. 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. Sworn to and subscribed before me this K day of 20 Notary Public, Sate of Florida at Larg aoto�;,;�e4EWOTtN#EE10 ;^rt:�,cr1O (SEAL) * �� F :a wast 5,2015 °9giF��oc� BMW Tta dud�t try servlc�s FINAL COMPLIANCE Revised on 5/21/2009 • ' =- 7 foloolifew tb Rm• . �� a l�, i n • I JR • • R ill' •• l ■■> ri�li��i!■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■;■!!■■■■■■■■■■► .<..i�ww>•�..�w��r��■I� iir�i•1�1��:�1!�11�/HiN?•■■ i ■/■■■■!J■■■■■■■■IIr■■■■■■\\■■!■�■�� .. � ■■■■0lRIR■Ii■f�iivLia■ ■■��■■■�a�■�a■■/■■■■■i>t■■■■■■■�,/■■■■■iii■■/■/��■razc.!aa■■■��■■ . 1.�:i��■a■■■/■■r,��■■■■■>. �■■ ■■■■■■■■ n■■■■Niiki*Z7110■■1w■/■ ■■■■■f�■i■s'1■■■■■■►�`rll■■■■II/ ■■■■■■■■ l■■■■D■t1■ 711■C■■3■■ ■■l�■�i�>b�■an■■■■■��11■■p2■■■■ ■/■■■�■ �■■■■R■ER ■l�■H�ti�a■ ■�l>t■ai>.��■�■■■■■■■■1��.�■■ .■■ ■■■■■■■■■■■��■■■�HEVESiO■■■■■■■ • •' � �L+©■■■■■■■■■■! %■■■r■■\■■■��i�w��•i ■r1■Zffi■all■■fi7iii■ ■=U■JI,�Ee�■ l■■■■■■■■�J■■■ ■■■■\\■■■■■■■■■■■Ila■i\\■•i■■ummir■■■ ■CII■lut7■G9/■■■■/■■i'i■■�■■■■■■\ ■■■■■■■■■■■■■■■■■■■■■■■rl(o■■■■■■■■■■■■■■■■■■►.'!;■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■S■Q■■■■■■■■■■■■■ ■■■■/■■■■■■■■■■■■■■ ■■/■■ ■■■■■■/■■■■�■■■■■■■■■■■■■■■■■■■■ ��t�t��1T■■��1t1��ti!■>•��r��!>>��>r�s■��>>�!■ill■ r a r Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof System) Roof System Manufacturer: f{-L Product Approval Number: Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P7- Me 132• "It. 133- Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: Steep Sloped System Description Deck Type: Roof Slope: Type Underiayment:E�E : 12 Insulation: Fire Barrier: Ridge Ventllatlon? Fastener Type&Spacing: Adhesive Type: •••• .... . ..... Type Cap Shoot: • .. .. .. . . .... Roof Covering: 06%�.... Mean Roof Height: to ...: Type&Size Drips •••• Edge: Our /" Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form ---] Section E fTife Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from M,. If the Mrvaluesare greater than or qual to the IN values,for each area of the roof,then the tile attachment method Is acceptable.r (131 le Method 1 "Moment Based Tile Calculations Per RAS 127" A x A -Me: =�=Mm Product Approval ( :aiLxPs' Z x A 9: Product P - -` Approval _X_j a M,� Product Approval Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval N4 M R ulred Moment Resistance* Mean Roof Height--o Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 3:12 38.2 39.7 42.2 32'2 36.0 4:12 30.4 34A 37.4 39.8 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 7:12 29.4 30.5 32.4 24.4 25.9 27.1 28.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compare the values for F'with the values for F,.If the F'values are greater than or equal to the F,values,for each area of the roof,then the the attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P, —XI: = x w:=-_ )-W: x cos o: ...... (122: x 1: = x W:=___,_)—W: n Product�►pprovat F' . ...... (Pa= x 1: _ ---Y Cos 0: - =Fee Product*A�ppro;al F' •• • •' x w:=!,_W: x cos 0: - -'"''—'' • F� Productelmtal F' • •• •••••• ...*** Where to Obtain Information ..... Description Symbol •••• ••••• Where to find ...... .. ..:.. . . . Pressure P1 or P2 or P3RAS 127 Table 1 or •• • •..... Mean Roof Height H, by an er�ineerirtg analysis par on ASCI's7 • Job Site . • Roof S B Job Site • • •••••• Aerodynamic Muklpller A Product Approval • • Restoring Moment due to Gravity • • • .•.... Mo Product Approval • • • Attachment Resistance M, product royal Reqwired Moment Resistance M, Calculated Minimum Attachment Resistance P Produce royal Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I=length W=width Product Approval All caiculaticru;must be submitted to the Oulmm Official at the time of application. SECTION R44OZ13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 he content of this section.The provisions of Section R4402 govem 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 crna .The owner's initial in the adjacent box indicates that the item has been explained. providing thatthe Assetc -Workmanship:The workmanship provisions of Section 84402 are for the purpose of 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. 2.Renalling Wood Decks:When replacing roofing,the existing wood roof deck may have to be re ailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) 3. Compton 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 of adjacent units of roofing work to be performed. 4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. I-5.Ponding Water:The current roof system and/or deck of the building and may cause water to pond (accumulate) in low-lying areas of the roof. Pondinan bemay oan indication t drainiof structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of he new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that overloaded from a build up of water.Perimeter/edge walls or other may block his discharge er roof extensio the I If overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. 41�4 7.Ventilation: Most roof structures should have some ability to vent natural interior of the structural assembly (the building itself). The existing amount of attic v9MU atition0shalll�n t be reduced, It may be beneficial to consider additional venting which can result in extending the s1NIcb.life of••••0• the roof. .. 00009 . 000:0. . :0000: Exception:Attic spaces,designed by a Florida licensed engineer or registered rckffM to elimir 0 aate4;e attic,•o •• venting,venting shall n required. 00000 ner's/Agent's Sig afore Date 0000:6 Con cto�' SiBnat e:•' . . :0000: one* 0-� eft C a� 0000 Property Address Permit Number MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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.Miamida®e,�-Fov/econom, Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of-any Product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply wtt�t any sectiexr;• of this NOA shall be cause for termination and removal of NOA. •• • •• 0. • 660.68 6 66 .0000. 666:66 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiraticR••• date maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall lie,done in its entirely. ••••• 66666. 690960 6666. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactuNr o�its distAgVtors and•� • shall be available for inspection at the job site at the request of the Building Official. • ••6.;. 6666.. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. ••• :000 • The submitted documentation was reviewed by Alex Tigera. *see NOA No.: 13-0723.05 MUkMI-DARE COUNTY ...onei Expiration Date: 04/26/17 Et Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile, interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile,interlocking,IiWpiessure•••.• w= 13" extruded concr&Afbdf tile gquipped with •• thickness= 1-9/32" two nail holes..l3on direct deck or batteaad.% nail-on,mortar%tt otodhesive set • 0000.. applications. ." ;000;0 • 0000 . 0000. Trim Pieces Length:varies TAS-112 Accessory trimp boosted Bare®lona,coneske.' Width:varies roof pieces for ase at Hips,raktso 9. Width: • varying thickness valley terminatMftnufacturbd for each '. . . . . the profile. •••••• ...... . . ...... .. 0 0000 0 0 .... MuaM DADe courmr NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agencv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Seit.01.493 0000.. Testing of screw vs.smooth • shank nails .00.00 : •000 0000:. The Center for Applied Project No.307025 Wind Driven Rain 080000 Oct. 1994 • 0000.. Engineering,Inc. Test#MDC-77 TAS 100 0••••0 ;•••;• • Atlanta Testing& R1.894 Physical Properties Aug•1994 s . Engineering,Inc. R2.894 TAS 1120 0000 .. . 0000.. 83.894 • 0000.. • Celotex Corporation 520109-1 Static Uplift Testing Dac,01, 08 oases* Testing Service 520111-4 TAS 101 . 0000.. • • Celotex Corporation 520191-1 Static Uplift Testing •• 0 March l%q 0 0 Testing Service TAS 101 0*00 r�uar��•naoE counrrir NOA No.: 13-0723.05 �•� Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 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 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LEWrATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope 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 the applicable Building Code. .. G. • ...... . .. ...... GOODS* • D •DOGGY 99 0 • DGGGGO D• • OGD•• D DO•GG• • • •GOOD• D • • ••DDG• • GO• . MIAMFDADE COUNTY NOA No.. 13-0723.05 ... I Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 i 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight W(Ibf) Length-I (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake &Split Shake Table 2: Aerodynamic Multipliers -.%(ft) Tile ;L(ft3) A. (fe) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake & Split Shake ...... .. . ..... .. .. .. . ...... . . . . ...... NOA No.: 13-0723.05 CMIAM,M cou�mr Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 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 MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems • Tile Tile Application 111119hrum AttachmerW ' Profile " Uesiifan�e • ...... . . .... . MonierLifetile Saxony 900 Polyfoarn Pol ProTm •••••• 118.9 Slate, Shake &Split Shake Polyfoam Pol ProT"' 3 Large paddy placement of 45 grams of Pol ProTm. • 4 Medium paddy placement of 24 grams of Pol ProTm • .. .. .. . .... . Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lb'f) :...:. "" for Mortar Set Systems : •'• :••• Tile Tile Minimum AttifCflfnent Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake &Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 Muti�E courtrr Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement. "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .960.6 9999.. .. % 9999.. 9999.. 9999 9999.. 9999 . 9999. .. .. .. . 9999.. 9999.. 9999.. .. 9999 996 NOA No.: 13-0723.05 MIAMI•DADE COUNTY ...O Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 ftoru E DRAWINGS NAIL HOLES 1-5/32"(Slate) s 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE ...... .. . ..... .. .. .. . ...... . . . . ...... NOA No.: 13-0723.05 CML4kM�D�AMCOUZNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 4AIL HOLES a e' 19/32 a 17 13 ,E Note: Available Top Surface Finishes 5. Complete the brushed S. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE 0000.. 0000•• • • • • 0000•• • •• 00.00• • • • 0000•• • 0000•• • • 0000•• •i•0•• •• 0 •000• • 0000•• 0 • • • • • 0000•• 0000•• • • • •0000• • ••0• NOA No.: 13-0723.05 APPROVED hitAPaaoAD6 COUNTY Expiration Date: 04!26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES t III v - '-•. r 4, Y" 4 1-9/32"(Sha 17„ r v 13 " SAXONY 900-SMUa END OF THIS ACCEPTANCE • • • 0000•• 0000•• • •• 0000•• • 0000•• • • • 6••4.6 0000 0 • • • • • 0000•• 0000 • 06.40 • • • • • •• •• •• • 0000•• •4644• • 44 446••• 00 • 0000 NOA No.: 13-0723.05 MIAMFDA 1 Expiration Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10