Loading...
RF-15-467 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238579 Permit Number: RF-3-15-476 Scheduled Inspection Date: September 02, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: CROUSILLAT, CESAR& CHRISTINE Work Classification: Flat Job Address:430 NE 101 Street Miami Shores, FL 33138-2449 Phone Number (954)864-6591 Parcel Number 1132060170470 Project: <NONE> Contractor: BUTCHER& BUTCHER CONSTRUCTION COMPANY INC Phone: (954)812-8649 Building Department Comments RE-ROOF FLAT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-229426. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 01, 2015 For Inspections please call: (305)762-4949 Page 15 of 47 UA mi Shores Village w _ ding Department APN 07 WS 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I �'_� BY Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit NOF PERMIT APPLICATION __f Sub Permit No. ❑BUILDING F-] ELECTRICROOFING V REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP /I./� I [� 1_ CONTRACTOR DRAWINGS JOB ADDRESS: T J0 Ne' ` 0 � ` 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): C P()03_\ C--t- AT r��C=S Phone#: Address: 4 s0 N C__ t1►0_,�lS7 City: S� ID K�� State: FL Zip: Tenant/Lessee Name: Phone#: Email: �J�, CMST�c /fin CONTRACTOR:Company Name: VV�t�Cf �� W'W ez `- T P one#: Address: * o 'Vywe'v d In't IAC uo—1 . City: Ll PO m po-opo, 1 .._, State: I✓� Zip: �� Qualifier Name: M A „ new YSU-Fd4 E e' Phone#: State Certification or Registration#: V� g -1 "I 31 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition [Z Alteration ❑ New ❑ Repair/Re lace ❑ Demolition Description of Work: e " I`�Of!'C" --t& I- co K�l 4U �-e S S S'T' A-e-C ) _L T141 UJ—1 Specify color of color thru tile: �J � CCF Submittal Fee$ Permit Fee$ $ Co/Cc $ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 approved and a reinspection fee will be charged. r Signature. 4"-tX '' Vw ti Signai�weljv� OWNEAr AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of IA)-VA P-I L— 20 1 S by dray off,. 1 � e—( �- 20 ,by L LO 1 who is personally known to m p I I r'�` whois personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: �� Sign:_ 1 I— Sign: Print: Print: u°G,Lu- T' Seal: Seal: 5' w.4hu���eleN ilepn®�41 B�9Ue8 ��a".°,i,a3i�yr �n�,. serJjogs"ONJgpn ru li.>, ;�iegweld9S:S3dIdX3 a)das: br :c.-A#NOISSIWW00 AW r*r*** * * * WO An *ro# *** W APPROVED BY _ Plans Examiner ge �.•.. S .'py 9Se�ir Structural Review Clerk (Revised02/24/2014) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES MU In I N R E"VI I A Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) Master Permit No. Process No. cz ° Contractor's Name 0 .Dob Address ''��� �� ' � � S► � � � � ��\�J 0 ° ROOF CATEGORY 0 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile 0 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) Section B (Roof Plan) L e Sketch Roof plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of e parapets. e A�F7 0 b�5 0 0 BY: Rol 0 0 ° ° t 1 ail s ° a ;f NIT AI_ 7 IV 15.34 15.34 2010 FLORIDA BUILDING CODE—BUILDING March 241, 201-5 i YJ /V o7 T11 this 3D mcdel, facets appear as serni-transparent to reveal overhangs. I Report:102,187824 1AWLIkoof Area=5,773 sq 4 irnages.........................................I Total Roof Facets =6 Length L;:'agan,,........ ....................q Predorn;nant PitCh. =0!12 Pitch Diac31'arn.................. Number of Stories >1 Area Dia",am................. 6 total Ridges,"HiPS=0 ft Notes Uaciram.......... ........... 7 Total Valieys =0 "^t Report Summar...................... ......3 Total Rakes=10 ft Total Eaves =E50 ft Contact: srorvn "On-j-dany: Prorel-Roofing "'c1dress: 8968 20 Manor' Cet-t1fied Accurate Coral Springs =1 33,371 Phone: 9--":-812-8549 7;* tr T13:11 a7l' 2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 I High-Velooity Hurricane Zone Uniform Permit Application Form. Section C(Low Slope Application) Surfacing: Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component Is not used,identify as"NA") Field: "oc @ Lap,#Rows @ "oc System Manufacturer: 14 — 2 2�'.0�I Perimeter: °oc @ Lap,#Rows—@ "oc ; Product Approval No.: T Corner: "oc @ Lap,#Rows @ "oc Design Wind Pressures,From RAS 128 or Calculations: �t O g,to Number of Fasteners Per Insulation Board: P1 �Z $ P2: i l i P3:_' — Max.Design Pressure,from tilq specific Product Field Perimeter Corner Approval system.-- Illustrate ystem: Illustrate Components Noted and Details as ; Deck: ,� Applicable: Type: 00 R L.�E Woodblocking,Gutter,Edge Termination,Stripping, Flashing,Continuous Cleat,Cant Strip,Base Flashing, Gaugell hickness: Counter-Flashing,Coping,Etc. INIt Indicate: Mean Roof Height, Parapet Height, Height of Slope: Base Flashing,Component Material,Material Thickness, Fastener-Type,Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 �. Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: 12- Base ZBase insulation Size and Thickness: FTrr%6m V Base Insulation Fastener/Bonding Materla C Rem Iv Ys C lI Parapet n FC.( ' Hei ht • Top Insulation Layer: 131 Ar- Top insulation Size and Thickness: au Cr ir FT �/ rr Top insulation Fastener/Bonding Material: , 1�� 3 1" fIJrP� S ��" Hei ht Base Sheet(s)&No.of Piy(s): M4-fRuz- Base Sheet Fastener/Bondin��terial: t-trrr r� 4-e-T Ply Sheet(s)&No.of Ply(s): Ll PTG-;LAS -14 �J Ply Sheet Fastener/B nding M es T Top Ply: �RcM t U m G-ms Top Ply Fastener/ onding Me r1 1, �I�a�� Ati-t' 2010 FLORIDA BUILDING CODE—BUILDING 15.35 MIAMI-QADE ,` MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) W..III jgj'idadt—" CertainTeed Corporation 1400 Union Meeting Road,P.O.Box 1100 Blue Bell,PA 19422-0761 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: CertainTeed Modified Bitumen Roof System over Concrete 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#13-0204.04 and consists of pages 1 through 48. The submitted documentation was reviewed by Alex Tigera. `= NOA No.: 14-0224.04 MIAMMADE COUNTY Expiration Date: 05/19/18 �' ' Approval Date: 04/10/14 Page 1 of 48 Membrane Type: SBS Modified Deck Type 3I: Concrete Decks. Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(2): Anchor sheet(optional)t insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: (Optional) One ply of All WeathenEmpire Base Sheet. Glas-Base. Flexiglas Base, Flexiglas FR Base or PolySMS Base adhered to the primed concrete deck with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. One or more layers of any of the following insulations: Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft2 ACFoam-1I,ENRGY 3,ENRGY 3 25 PSI,FlintBoard ISO,H-Shield Minimum 1.5" thick N/A N/A Approved High Density Wood Fiberboard T l�linimum A19 thick N/A \!A Approved Perlite Minimum 1/411 thick N/A N/A DensDeck,DensDeck Prime Minimum'/1" thick �/A N/� Top Insulation Layer Insulation Fasteners Fastener Table 3 Density/ft2 Approved High Density Wood Fiberboard Minimum 1/2" thick /A /A Approved Perlite N'tinimum'/s" thick N/A N!A DensDeck,DensDeck Prime Minimum 1/4" thick �'/� N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocya nu rate side facing down. NOA No.: 14-0224.04 cmwl DAM COUN;Y Expiration Date: 05/19/18 '0 ' NEW Approval Date: 04/10/14 Page 9 of 48 Base Sheet: One ply of All Weather/Empire Base Sheet., Glas-Base.Flexiglas Base,Flexiglas FR Base, Poly SMS.Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet]Type VI)adhered to the insulated substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional)One ply of Ultra Poly SSN1S._G1as-Rate_Fl.esialas Base. Flexiglas FR Base. PolvSMS or one or more plies�f Flintglas Ply Sheet(Type r Flintglas Premium Ply Sheet (Type VI)adhered to the base sheet i� a ftrtl-mDppT ng-�-appr6—ved asphalt applied«ithin the EVT range and at a rate of 1.0-40 tbs./'sq. or one ply of Black Diamond Base Sheet self adhered or Flintlastic STS,torch adhered. Membrane: One ply of Flintlastic GMS.Flintlastic GMS CoolStar. Flintla tc Premium GMS. lintlastic Premium GMS CoolStar. Flintlastic FR-P, Flintlastic FR-P Coo F' e remium FR- P.Flintlastic Premium FR-P CoolStar, Flintlastic FR Cap Sheet,Flindastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to ply sheet. Surfacing: (Optional) Any coatins. listed below,used as a surfacing. must be listed within a current NOA. Install one of the folloNving: 1. 400 16./sq. gravel or 300 lb./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 Ib./sq.. 2. Karnak(497 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150, APOC 9212 Fibrated Aluminum Roof Coating at an application rate of 1'/gal./sq.. or APOC 4400 Sunbrite at an application tate of 3 gal./sq.. Maximum Design -87.5 psf (for top layer minimum 151,16,, thick fiberglass applied in hot asphalt.)(See General Pressure: Limitations=9) -107.5 psf (for top layer minimum 3/,"thick Per]ite applied in hot asphalt.) (See General Limitations�'9) -227 psf (for top layer minimum %"thick High Density Wood Fiberboard applied in hot asphalt.)(See General Limitations 99) -240 psf (for top layer minimum ''/a" thick Dens Deck applied in hot asphalt.)(See General Limitations 49) NOA No.: 14-0224.04 MIAMI DtiDE COUNT't Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 10 of 48 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not 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 MIAMI DARE COUNTY NOA No.:14-0224.04 JAPPROVEDI Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 48 of 48 FLO A ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-85.50 www.floridaengineeringandtesting.com 250 S.W.13"'Avenue Pompano Beach,FL 33069 DATE: 4/2/15 JOB ORDER#: 15-1168 CLIENT: Pro-Roofing Service ADDRESS: 8968 NW 201h Manor Coral Springs,Florida 33071 PROJECT: Crousillat Residence Flat Concrete Roof Decks ADDRESS: 430 N.E. 101St Street Miami Shores, FL FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Height= 12' Exposure: C Basic/Ultimate Wind Speed: V„It=175 mph Length= 98' Category: II Nominal Wind Speed: Va,d=V„lt*�0.6 Width= 56' Slope: < 7° (asd=allowable strength design) Parapet Wall: N/A Residential KZ=0.85, Kzt= 1.0, Kd= 0.85 Design Calculations: Velocity Pressure: q= 0.00256*KZKztKdV2 Velocity Pressure („it): q=0.00256(0.85)(1.0)(0.85)(175)2] = 56.64 psf Velocity Pressure (.d): q=0.00256(0.85)(1.0)(0.85)(175* 0.6)2] =33.99 psf Width of Pressure Coefficient: 0.1(56') = 5.6' 0.4(12') = '4.8' } use: 5'0" Effective Wind Area: <10ft2 For parapet height three feet(3') or larger, zone three (3) shall be treated as zone two (2). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCPI = -1.0 1) GCPi = 0.18 2) GCP2 = -1.8 3) GCP3 = -2.8 Design Pressures Based on Vasd: 1) Field P1 = 33.99*[(-1.0)—(0.18)] = -40.1 psf 2) Perimeter P2 = 33.99*[(-1.8)—(0.18)] =-67.3 psf 3) Corners P3 = 33.99*[(-2.8)—(0.18)] =-101.3 psf V�Qi Quality q ��AL#9.1satrance Page 2,4/02/15,Job Order#15-1168 Pro-Roofing Service PEO A Crousillat Residence-Flat Concrete Roof Decks 430 N.E. 101st Street; Miami Shores,FL: Attachment Requirements: Based on the requirements of N.O.A. #14-0224.04, System Type A(2), page 9 of 48 with a maximum design pressure of-227psf(for top layer minimum 1/2" thick High Density Wood Fiberboard applied in hot asphalt); the system is acceptable as approved based the following attachment: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. Anchor Sheet: (Optional) One ply of approved anchor sheet adhered to the primed concrete deck with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs/sq. Insulation: One or more layers of minimum 1/2" thick High Density Wood Fiberboard adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-401bs/100sgft. Base Sheet: One ply of approved base sheet adhered to the insulted substrate with approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional) One or more plies of Flintglas Ply Sheet (Type IV) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic Premium GMS sheet adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 401bs./sw. Surfacing: (Optional) Any coating, listed on this system of the NOA, used as a surfacing , must be listed within a current NOA (see NOA for installation). Notes: • Corners and perimeter area dimension shall not be less than a= 5'0" • Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty(as applicable). • All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010 Edition. • Wind load calculations based on ASCE 7-10, FBC 2010 and info. provided by client. • All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely, Reza Javidan, Florida Engineering& Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 All Miami Shores Village RECCRIVED LIAR 2015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ��ppFBC 2010 BUILDING Master Permit No-gp-15rY�G PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC tK ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP L/ CONTRACTOR DRAWINGS JOB ADDRESS: 7 L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I ' ` 2d�0 -or - 41 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zane: _BFE: FFE: OWNER:Name(Fee Simple Titleholder): rjzsQ Jr—C h f`,A_fi�kn C04&S 1 L+Phone#: l Sk' C u' 659 Address: T _ _ b � l - City: G. n..` State: F (.__ Zip: Tenant/Lessee Name: �� I Phone#: Email: Ci I t iV 1 CW_ 00-41 C CONTRACTOR:Company Name: ('�y�N Cn " ST , Phone#: Address: c) 0 (v f (c AL fes✓ 11E� l- —I City: e 0"i)PTO (� �Staate�:p FC- Zip: J Qualifier Name: 'JUTST`"r Phone#: State Certification or Registration#: Ll 3 t Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ q t�I)SD0.O0 Square/Linear Footage of Work: S tw-o Type of Work: ❑ Addition ❑ Alteration IDNew ❑ Repair/Replace ❑ Demolition Re. ( Description of Work: 1`e — CC'0� l Specify color of color thru tile: Submittal Fee$ Permit Fee$ 3�./�� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$Z. W TOTAL FEE NOW DUE$ am Ob (Revised02/24/2014) e l V .06 z • �R 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 approved and a reinspection fee will be charged. Signature Signature "��OWNERorA&NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument w(aass acknowledged before me this �� �✓C� day of �C b�� tn�'( �,, 220- IS — by day of r��bI�V��r''��� ,20 ( � , by �J� ( QvA6S 1"10-0 C�wl oQis pe onally known to �1" � e�t r'[�t`.�Cnrho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 0,1 ��" r Print: Print: ,ar auB, .1AAIJ YN ANN C(1FCIS1FR Seal: _ s MOIELLE SMIFFER Seal: * * MY COMMISSION 6 FF 154709 My CO0 EE t0�25 EXPIRES:September 19,2018 'jp•.• _ EXPIRES:July*5,2pf5 "'arEo�fl�>°F Bon*ThruBu*tNotaryServicet Rt,n• Bonded Ttn Med ***************************** *** *(D*********************************************************************** � APPROVED BY 3 " J� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD =1329931 The ROOFING CONTRACTOR . Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2015 ' BUTCHER, MATTHEW SC ',BUTCHER S BUTCHEF COUCT19k,COMP, 3885.INDUSTRIAL D ROCHESTER'HIL MI-483Q9 IMED: 08/24/2014 DISPLAY AS REQUIRED BY LAW SEQ# L14DO240003049 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: ReCelpt#:ROOFING/SHEET METAL CONTRACTOR 85-1720 Business Name:BUTCHER & BUTCHER CONSTRUCTION Business Type: COMPANY INC (ROOFING CONTRACTOR) Owner Name:MATTHEW BUTCHER Business Opened:os/07/2007 Business Location:4100 N POWERLINE RD #W-1 State/County/Cert/Reg: CCC1329931 POMPANO BEACH Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 5 • For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the i business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: MATTHEW BUTCHER Receipt #lCP-13-00013739 3885 INDUSTRIAL DR Paid 08/26/2014 27.00 ROCHESTER HILLS, MI 48309 2014 - 2015 .�.... BUTCH-1 OP ID: L1 CERTIFICATE OF LIABILITY INSURANCE DATE(MMYY) 02/2611201201 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Christopher J. Rodriguez Midwest Underwriters Insurance Agency, Inc. PAIIC,No E :313-884-8600 FAX No): 313-884-8696 19640 Harper Ave. Ste.A t-MAILs: Grosse Pointe Woods, MI 48236 Christopher J.Rodriguez INSURER(S)AFFORDING COVERAGE NAIC INSURER A:Accident Fund Insurance 10166 INSURED Butcher 8r Butcher Const Co Inc INSURERB:Maxum Indemnity Company Butcher 8r Baecker/BBB Glass INSURER C:Travelers Property&Casualty 24767 3885 Industrial Drive Rochester Hills, MI 48309 INSURER D:Indian Harbor Insurance Co. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MIDD MWDD LIMITS D X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 RENTED CLAIMS-MADE Fx1 OCCUR ESGO02503507 12/16/2014 12/16/2015 PREMISES Ea occurrence $ 100,00 X Owner/Cont Prot. MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,00 POLICY a PEC LOC PRODUCTS-COMP/OP $ 2,000,00 OTHER I $ AUTOMOBILE LIABILITY COMBINED SIN= (Ea accident) LIMIT $ 1,000,00 C X ANY AUTO DT8108A09703A 12/16/2014 12/16/2015 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS LIAB CLAIMS-MADE EXC6006575-08 12116/2014 12/16/2015 AGGREGATE $ 5,000,00 DED I X I RETENTION $ -0- $ WORKERS COMPENSATION - AND EMPLOYERS'LUIBILITY STATUTE ER A ANY PROPRIETORIPARTNER/EXECUTIVE YIN CV304838 10/21/2014 10121/2015 E.L.EACH ACCIDENT $ 500,00 OFFICERIMEMBEREXCLUDED? ❑ N/A(Mandatory in NH) EL DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 C Property Section QT6600295B206 12/16/2014 12/16/2015 Leased 150,00 Equipment $1,000 Dedu DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) State Certified Contractor CCC 1329931 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 Christopher J. Rodriguez ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD zt �i� -rte c ��,.r�%'� +.-S.�'� 'ys-E�� "o •. e 15µonEs tf Miami Shores Villagefu,s„ 10050 N.E.2nd Avenue NE dot Miami Shores,FL 33138-0000 s �u �:Nsd Phone: (305)795-2204 •_ u r,. ",. E. 3 Expiration: 09/14/2015 Project Address Parcel Number Applicant 430 NE 101 Street 1132060170470 CESAR&CHRISTINE CROUSILL Miami Shores, FL 33138-2449 Block: Lot: Owner Information Address Phone Cell CESAR&CHRISTINE CROUSILLAT 430 NE 101 Street (954)864-6591 MIAMI SHORES FL 33138-2449 430 NE 101 Street MIAMI SHORES FL 33138-2449 Contractor(s) Phone Cell Phone Valuation: $ 27,500.00 BUTCHER&BUTCHER CONSTRUCTI, (954)812-8649 __... Total Sq Feet: 5800 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-3-15-54673 CCF $16.80 03/18/2015 Credit Card $890.06 $50.00 DBPR Fee $5.63 DCA Fee $5.63 03/05/2015 Check#:8218 $50.00 $0.00 Education Surcharge $5.60 Bond#:2642 Permit Fee-New Roof $375.00 Scanning Fee $9.00 Technology Fee $22.40 Total: $940.06 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi zoning. Fut re,^f authorize t ove-named contractor to do the work stated. March 18, 2015 Authoriz Signature:owner plicant / Contractor / Agent Date Building Department Copy March 18,2015 1 Section A/B MIAMI-DADS Miami-Dade County HVHZ Electronic Roof Pdrtnit Fora? ...... .. .. ...... "Delivering Excellence Every dray" •••• •••• • Section A(General Information) • ...... . ... ..... Master Permit No: 7 Process No: . . . . ...... Contractor's Name: 0rC4 sr, e oy"ST :0060• Job Address: 430 NE 101 Street Roof Category 0 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles 'j ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other:d� I RFCENFD Roof Type MAR 2015 ❑ New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance B Are there Gas Vent Stacks located on the roof? ❑Yes ✓❑ No If yes,what type? ❑ Natura ❑ LPGX Roof System Information Low slope roof area(ft_2) 5800 Steep Sloped area(ft.2)1 Total (ft.2) 5800 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width(a'):E= Corner Size(a'x a'): t `, � _ _ DATE 70'41iG F)rp r VVTH nH_Fr �r nn� 4 1 , V 3 4 37 3 ell 1763 a 16� ,34i 41, ................. .......... �oDc- _ 000 00 0 a 0 0:0 0:6 ............. Section C MIAMI � Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. if a component is not required,insert not applicable(n/a)in the text box. .0609. Top Ply: : .0. ROOF SYSTEM MANUFACTURER: I CertainTeed .... .... . Flintlastic GTA ' ...... .. .. ...... Product Approval (NOA): 14-0224.04 System Type: p945 Top Ply Fastening/Bonding Material: •••••• • • •..... 0060 Wind Uplift Pressures,From RAS 128 or Sealed Calculations: Torch applied 0606 ' 000.0 -42.5 Surfacing: •'••'• ••• 0.0.0 (P1) Field: psf g� •• •• •• • 0.00.0 SINGLE PLY MEMBRANE: . (P2) Perimeters: -71.3 psf '. Single Ply Manufacturer/Type: • • • • ..•••. (P3)Corners: psf • ......• Maximum Design Pressure From NOA: -240 psf .. : • • Single Ply Sheet Width:F7"1/2 Sheet Width: Roof Slope: 1/4 .1: 12 Roof Mean Height: 12 ft. No.of Single Ply 1/2 sheets: Parapet Walls: 0 No 11 Yes Parapet wall Height:L�ft. Single Ply Membrane Fastening/Bonding Material: Deck Type: I--Structural Concrete— FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing:O"o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: Existing Roof: 1.Field:®"o/c @Laps& rows "o/c Primed concrete 2.Perimeter:F7"o/c @ Laps&F7 rows E "o/c Fire Barrier: ire3.Corner: "o/c @ Laps&F7 rows ="o/c Vapor Barrier: NUMBER OF FASTENERS PER INSULATION BOARD: n/a 1. Field:[--] 2. Perimeter:F7 3. Comer:F7 Anchor Sheet: Insulation Fastener Type n/a Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SIZE: n/a Insulation Base Layer Size&Thickness: n/a Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material: n/a EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material:I--Galvanized Metal-- n/a Edge Size: —3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size:I—SELECT EDGE METAL HOOK STRIP SIZE— n/a Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): r 7771 Black Diamond Base Sheet Fastener/Bonding Material: Coping Material:I—SELECT PARAPET WALL COPING MATERIAL— Self adhered Coping Size: I—SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of Ply(s): Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE— Flintlastic STA Parapet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: Torch applied FILO A ENGINEERING & TESTING, INC. Phone: (866) 781-6889*Fax: (866) 784-8550 www.floridaengineei-inoan(Itesting.com 2502 *kat"Avenue : Fompano Ae*a*&,FL 3'3blt% .. 00009. .. .. 0000.. DATE: 2/05/15 JOB ORDER#: 15.4$8• • 0000.. 00000000 . . CLIENT: Pro-Roofing Service *000 0000 •••0 0 0000.. 0000 0000' ADDRESS: 8968 NW 201h Manor Coral Springs, FloridnolW1 '••• •..... 000000 0 0 PROJECT: Crousillat Residence Flat Concrete Roof Deck's : 0 0 00000 0 ADDRESS: 430 N.E. 101St Street Miami Shores FL '00 0 0 000 :"": 00 FBC 2010/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Height= 10'to 20' Exposure: C Basic/Ultimate Wind Speed: Vint=175 mph Length= 20'to 56' Category: I1 Nominal Wind Speed: Vasd=Vult*„0.6 Width= T to 43' Slope: <7° (asd=allowable strength design) Parapet Wall: N/A Residential KZ=0.90, Kzt= 1.0, Kd=0.85 Note: The most conservative dimensions were utilized for the design calculations below. Design Calculations: Velocity Pressure: q=0.00256*KZK tKdV2 Velocity Pressure (,It): q=0.00256(0.90)(1.0)(0.85)(175)2] = 59.98 psf Velocity Pressure (asd): q=0.00256(0.90)(1.0)(0.85)(175*vb.6)2] =35.99 psf Width of Pressure Coefficient: 0.1(43') = 4.3' 0.4(20') = 8.0' } use: 4'6" Effective Wind Area: <10ft2 For parapet height three feet(3') or larger, zone three (3) shall be treated as zone two (2). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 1) GCPi = 0.18 2) GCP2 = -1.8 3) GCP3 = -2.8 Quality �`�A �Isaurance Page 2,2/05/15,Job Order#15-468 Pro-Roofing Service Crousillat Residence-Flat Concrete Roof Decks 430 N.E. 101st Street;Miami Shores,FL: . . .... ...... Design Pressures Based on Vasd: ••' .' ...... •• •• ....% 1) FieldP1 = 35.99*[(-1.0)—(0.18)] =-42.5ps'I'•••• • ...... 2) Perimeter P2 = 35.99*[(-1.8)—(0.18)] =-71.3 ps<900• •0000• 3) Corners P3 = 35.99*[(-2.8)—(0.18)] =-107.2 psf.... ••: ..:..' .. .. .. . ...... . . . . ...... Attachment Requirements: •••••• Based on the requirements of N.O.A. #14-0224.04, page 45 of 48 wit i a�maxitriu#*ri: ' design pressure of -240psf; the system is acceptable as approved based the following attachment: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. Base Sheet: One ply of approved Black Diamond Base self-adhered to the substrate. Ply Sheet: (Optional) Flintastic STA torched adhered. Membrane: Flintlastic GTA adhered to base/ply sheet. Surfacing: (Optional) Any coating, listed below, used as a surfacing , must be listed within a current NOA(see NOA for installation). Notes: Corners and perimeter area dimension shall not be less than a=4'6" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty(as applicable). All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2010 Edition. Wind load calculations based on ASCE 7-10, FBC 2010 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications. Sincerely, ` Reza Javidan, P.E. Florida Engineering& Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Owner's Notification Form HVHZ 2010 MIAH "Delivering Excellence Every Day' SECTION 1524 HIGH VELOCITY HURRICANE ZONES--REQUIRED OWNERS NOTIFICATION FOR ROOFING COKANERATIONS . . ��*Vlde ......1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing cohtrdcinr to the ovw'ier with the required roofing permit, and to explain to the owner the content of this secd6m*The pr61hSiflns of•••0• Chapter 15 of the Florida Building Code,Building govern the minimum requiremert-t end stan ;his of tl:a••• industry for roofing system installations. Additionally, the following items should 6o aWresselas,}part of". agreement between the owner and the contractor. The owner's initial in the designat24S1fMce indic=s that*ffi" .. .. .. . ...... item has been explained.F7-1 • 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15,(High Vel(:city9Nurrigane Zone) are for the purpose of providing that the roofing system meets the wind resistance end w;te.,imtrusioln performance standards. Aesthetics (appearance) are not a consideration with respect to workmarishiD provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ® 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (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. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. ® 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the Florida Building Code,Plumbing. E717.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: L2D4 Date: / oZ(o_ Contractor's Signature: Permit Number: Property Address: L/ . MIAMaDADE MIAMjV"e COUNTY I'VOIXCT CON"tVL SEC716V DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES( RER) *11805 SW 1GSUCA Room 208 . BOARD AND CODE ADMINISTRATION DIVISION *:*Miami,F1'oiid133175-We T NOTICE OF ACCEPTANCE (NOA) t78�315-2590 F('186)31523 ... . .... . . • «�WW��•«miamidade e�leconom� CertamTeed Corporation "T•• 1400 Union Meeting Road,P.O.Boz 1100 .. .. .. . ...... Blue Bell,PA 19422-0761 • . . . . ...... SCOPE: •••••• This NOA is being issued under the applicable rules and regulations governing the use of construction - --- •••• documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Seton to 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: CertainTeed Modified Bitumen Roof System over Concrete 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#13-0204.04 and consists of pages 1 through 48. The submitted documentation was reviewed by Alex Tigera. CMAM11-MDMADME0=U 1 NOA No.: 14-0224.04 MaJAITHINExpiration Date: 05/19/18 Approval Date: 04/10/14 Page 1 of 48 ROOFING SYSTEM APPROVAL .... . . .... ...... ateaorv: Roofing • Sub-Category: Modified Bitumen ...... ....:. Material: APP/SBS • Reck-e. Concrete •••+ •••• • Maximum Design Pressure: -630 psf "" "" ""• ...... . ... ..... .. .. .. . ...... TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLItrAIjo •, • TABLET •••••• , Test , ••• • Pr_odact Product + Dimensions Specification Desc_ rintiou • All Weather/Empire Base 36"x 65'10"; ASTM D 4601 Type Asphalt coated,fiberglass reinforced Sheet Roll weight:86 lbs. 11 base sheet (2 squares) UL Type 15 Flex-I-GlasrM Base Sheet 36"x 98'9'; Roll ASTM D 4601,Type Modified Bitumen coated fiberglass weight: 90 lbs. II base sheet. (3 squares) UL Type G2 Flex-I-GlasTM FR Base Sheet 39 3/8"x 50;Roll ASTM D 6163, Modified Bitumen coated fiberglass weight: 90 lbs. Grade S,Type I base sheet. (1.5 squares) Flintglas®Ply Sheet Type IV 36"x 164'7";Roll ASTM D 2178 Type Fiberglass,asphalt impregnated ply or VI weight:40/55 lbs. IV or VI sheet. (5 squares) UL Type G 1 Flintlastic STA 39 3/g"x 33;Roll ASTM D 6222, Smooth surfaced APP Modified weight:90 lbs. Grade S, Type H Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA, GTA-FR 39 3/g"x 333";Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G,Type 11 Bitumen membrane with non-woven (I square) polyester mat reinforcement for torch application. Flintlastic GMS, 39 3/g"x 34'2";Roll ASTM D 6164, Granule surfaced SBS Modified GMS Premium weight: 100/105 lbs. Grade G,Type 11 Bitumen membrane with non-woven (l square) polyester mat reinforcement for mop application. Flintlastic FR, 39 3/8"x 34'2";Roll ASTM D 6164, Fire resistant,granule surfaced SBS FR-P Premium weight: 105 lbs. Grade G, Type I Modified Bitumen Membrane with (l square) non-woven polyester mat reinforcement for mop application. Flintlastic FR Cap Sheet 39 3/8"x 34'2";Roll ASTM D 6163, Fire resistant,granule surfaced SBS weight:90 lbs. Grade G, Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. MIAMPDADE COUNTY NOA No.:14-0224.04 Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 2 of 48 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 "" Y r ••6: 6000:6 ProducTest •• rrodu0j• • t • Dimensions Specification """ '' Flintlastic FR Ca T •••2md t10 • P 39-3/8"x 34'2";Roll ASTM D6163 Granules weight: 81 lbs. d SBS.I cfalfied Bitumen WtNdSrane with6fi1erglass (l square) 6.66•• •:• mat reinforc eRent for tgWh ; •• applicatiop•• •• • Flintlastic FR Base T 39-3/8"x 33';Roll ASTM D6163 Modified Bi4rnin, co*edJberglass Weight: 81lbs. base sheet for Bosch appUca�on . (1.0 squares) 00 Flintlastic FR Cap CoolStar 39 3/s"x 34'2";Roll ASTM D 6163 Fire resistant, •• • weight:90 lbs. Mule surfaced SBS Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Flintlastic FR Cap T CoolStar 39 3/8"x 342";Roll ASTM D 6163 Fire resistant;gra. an weight: 90 lbs. granule surfaced SBS Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA, GTA-FR 39 3/s"x 333";Roll ASTM D 6222 Granule surfaced APP Modified CoolStar weight: lOS lbs. Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Covered with reflective Flintlastic GMS/GMS CoolStar Coating. 39 3/s"x 34'2'';Roll ASTM D 6164 Granule surfaced SBS Modified Premium CoolStar weight: 100/105 lbs. Bitumen membrane with non-woven (l square) polyester mat reinforcement for mop application. Covered with reflective Flintlastic FR P/FR-P Premium 39 3/s"x 34'2";Roll ASTM D 6164 Fre resistant, ng. CoolStar weight: 105 lbs. granule surfaced SBS Modified Bitumen Membrane with (1 square) non-woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. Ultra Poly SMS 36"x 64'4" ASTM D 6164, Smooth surfaced SBS Modified (2 squares) Grade S,Type I Bitumen Membrane with non-woven polyester mat reinforcement for mop applications. M1Artanaoe cEO-LW-7-YM NOA No.: 14-0224.04 • ■ Expiration Date: 05/19/1S Approval Date: 04/10/14 Page 3 of 48 GlasBasel Base Sheet 36"x 98'9';Roll ASTM D 4601 Asphalt coated,fiberglMase sheet. weight:69 lbs. UL Type G2 0000 •••••• (3 squares) •• • 0.0.00 .0 0. 0000.. PoIySMS Base Sheet 000000 . 39 3/s"x 64'4'';Roll ASTM D 4601, Modified Biamen coated polyester 009 weight: 90 lbs. Grade S,Type II base sheet.•••• •••• 60000 (2 squares) UL Type G2 • 0000.. 0000 0000. • osemite@ Buffer Base Sheet 36"x 32'l 0";Roll ASTM D 3909 Mineral Sticfaced fiberglass reinforced••• weight: 90 lbs. ASTM D 4897 buffer sheet. • : 0000:. (1 square) UL Type 30 . •••'•• Black DiamondTM Base Sheet 36"x 68'7";Roll ASTM D 1970 Self-adhering..fiberglas3'relhfbrced •••••• ... weight: 78 lbs. modified bitumen base sheet (2 squares) APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer F1intBoard ISO With Current NOAI Polyisocyanurate foam insulation CertainTeed Corp. ACFoam-II Polyisocyanurate foam insulation High Density Wood Fiberboard Wood fibAtlas Roofing Corporation fiber insulation board Generic Perlite Insulation Perlite insulation board H-Shield Generic Polyisocyanurate foam insulation Hunter Panels LLC DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC DensDeck DuraGuard Overlayment Board Water resistant gypsum board Georgia Pacific Gypsum LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. FescoBoard Expanded mineral fiber insulation SECUROCK Gypsum-Fiber Roof Board Gypsum insulation Johns Manville Corp. USG Corp. M►AMFDADE COUNTY NOA No.: 14-0224.04 Expiration Date: o5/19/18 Approval Date: 04/10/14 Page 4 of 48 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description -- Dimensions (With Current NOA) 1• Dekfast 14&Dekfast 15 Insulation fastener for wood, SFS)wdtec;Inc. HS steel and concrete decks •••• ...... 2. Dekfast DekSpike Insulation fastener for concrete 0000.. 0000:. SFS Intec,Ihc. decks 000.00 0 0000.. 3• Dekfast Galvalume Steel Galvalume hex stressP s 0 0 0 0 late. 2 / x 3 '/a" •::0 0' " 0 •0 0 0 0• Hex Plate SFS Intaos Inc. 0 0 0 0 0 00000. 0 000 00000 4. Dekfast Dekflat Round Polypropylene lockin late. 3"x 3 '/." • • .. .. .. 0000.. Lock Plate g P 0 0 0..OSFS Intec�Inc. �• . . . . 0000.. 5. UltraFast#14 •••••• Insulation fastener for concrete Jobas Manville Corp.:0.0 0: deck. •0 0 0 000 0 • 6. U1traFast ASAP " Pre-assembled Insulation Johns Manville Corp. fastener and plate 7. UltraFast Metal Plate Galvalume AZ55 steel plate 3"round Johns Manville Corp. 3"square 8. OMG#14 Roofgrip Insulation fastener OMG,Inc. 9. ASAP RoofGrip Pre- Pre-assembled Insulation OMG, Inc. Assembled Syste fastener and plate 10. OMG 3 in.Round Metal Galvalume AZ50 steel plate 3"round OMG,Inc. Plates U. Dekfast System ES#14 Pre-assembled Insulation SFS Intec,Inc. Plastic fastener and plate 12. Trufast#14 HD Fastener Insulation fastener for wood and Altenloh,Brinck&Co.U.S., steel decks Inc. 13. Trufast 3"Metal Insulation Galvalume AZ50 steel plate 3"round Altenloh,Brinck&Co.U.S., Plate Inc. 14. Trufast 2.4"Barbed Metal Galvalume AZ50 steel plate 2.4"round Altenloh,Brinck&Co. U.S., Seam Plates Inc. is. FlintFast#14 Insulation and membrane Various CertainTeed Corp. fastener 16. F1intFast 3" Galvalume AZ50 steel plate 3"round CertainTeed Corp. 17. Trufast#15 EHD Fastener Coated carbon steel screw Various Altenloh,Brinck&Co.U.S., Inc. 18. Trufast 2"Metal Seam Galvalume steel stress plate 2"round Altenloh,Brinck&Co.U.S., Plate Inc. MlAMI•DADE COUN NOA No.:14-0224.04 2 2 ' ' Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 5 of 48 EVIDENCE SUBMITTED: Test Agenev/Identifier Name Report Date Factory Mutual Research Corp. FMRC 4470 J.I.3Y8A1.AM 03/23/96 FMRC 4470 J.I.OD3A3.AM 04/04/97 FMRC 4470 J.I.2DOAO.AM ••4 PY13/98 FMRC 4470 J.I. I D7A4.:kK•0 011109/98 0 0.0:0 Underwriters Laboratories, Inc. UL 790 Rl 1656,:: 0.01,61:1/13 ..0.:. United States Testing Company ASTM D 5147 974574::::• •Q4/p3/88 •••• ASTM D 5147 97-457-2R•••0• •0LVD2/87 .0 0 0 0 Momentum Technologies,Inc. ASTM D 4601 AX31 G8V:0 0: .OOOt/08 00:0 0• ASTM D6164 AX31 G81 0 0 0 0• 06`OS/09 .. ..•• ASTM D6222 AX31 G8i . 06/Q5/09 0.0.:. ASTM D 3909/1)4897 AX31 G8C. :W63/08 . . TrinitylERD TAS 114(J) #3504.06.0Q¢f0001 0 1�1�0 0 • • • ••• 00.00 TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490.04.07-R1 06/27/07 TAS 114(I1) Letter 04/05/06 TAS 114 3533.01.06 01/06/06 TAS 114 3521.07.04 07/29/04 TAS 117(B)/ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C 10080.09.08-R4 03/25/10 ASTM D6164/D4798 C31410.01.11-2 01/10/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1970 C40050.09.12-2 09/28/12 ASTM D5147/D4798 C31410.10.10-R1 11/01/12 ASTM D5147/D4798 C31410.01.11-1-R1 11/01/12 ASTM D4798 C31410.01.11-2A-Rl 02/21/13 ASTM D4798 C31410.12.13 12/05/13 ASTM D6222 C40050.12.13 12/05/13 PRI Construction Materials ASTM D6163 CTC-032-02-01 01/22/08 Technologies LLC ASTM D6163 CTC-066-02-01 08/09/11 ASTM D6164 CTC-068-02-01 08/09/11 ASTM D6222 CTC-070-02-01 08/09/11 ASTM D6164/D4798 CTC-093-02-01 08/09/11 ASTM D2178 CTC-122-02-01 03/13/12 ASTM D2178 CTC-123-02-01 03/13/12 ASTM D4601 CTC-127-02-01 03/13/12 ASTM D6163 CTC-128-02-01 06/11/12 ASTM D6163 CTC-129-02-01 06/11/12 ASTM D6164 CTC-132-02-01 06/11/12 ASTM D6164 CTC-162-02-01 05/09/13 ASTMS136164 CTC-161-02-01 05/09/13 ASTM D6162 CTC-183-02-01 10/02/13 ASTM D6164 CTC-190-02-01 12/02/13 Mrar�FaaoE caUrm NOA No.: 14-0224.04 Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 6 of 48 Membrane Type: APP Modified Deck Type 3I: Concrete Decks,Non-Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Base sheet adhered with approved asphalt. 9000 1 General and System Limitations apply. • . . 9999 9999.. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to 11,t-F9pzior to application.•.•:. of base sheet. 9999.. 9999.. Base Sheet: One ply of All Weather/Empire Base Sheet,Glas-Base,Flextlas B •••• •••• 9999. 'g aces Fiexiglas Fly Base, Poly SMS,Flintglas Ply Sheet(Type M or Flintglas Premium Ply ShjeK:( `ype 11)adhered tv.9.• the substrate with ro as halt a w' in the EVTYahke and at'l rate of 2V 0* 40 lbs./sq.o ne ply of Black Diamond Base self-adhered to the su$strate. 00 9.9009 9999.. Ply Sheet: ( Optional)One ply of All Weather/Em ire Base Sheet, Ultra Poly •"•• Weather/Empire Y S n�tS.'Gtas-Base,Bleaciglas.9 Base,Flexiglas FR Base,PolySMS or one or more plies of Flintglas Ply Sheet(TWN)or Flintglas Premium Ply Sheet(Type VI)adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range an s .or one ply of Black Diamond Base Sheet self adhered o Flintlastic STA torch adhered. Membrane: CFlintlastic GTA CoolStar,Flintlastic GTA-FR or GTA-FR CoolStar torch a ase/ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1.400 lb./sq.gravel or 300 Ib./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2.Karnak(#97 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1'/galJsq.,or APOC#400 Sunbrite at an application rate of 3 gal./sq.. Maximum Design Pressure: -240 psf(See General Limitation#9) MIAMI-DADE coUN7Y NOA No.;14-0224.04 �&'TUVIYJII Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 45 of 48 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant. GENERAL LEWTATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing'1M Wfials Dihkt8py for Fired ratings of this product. 000000 • ...... fi 2. Insulation maybe installed in multiple layers. The first layer shall be attached in com '••with Pi0000 •p•t Con • • P >iPsr4 1?d>aG tLAI... Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied aw"in the ..%.' EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening padara of the trop layer .... •• 3. All standard panel sizes are acceptable for mechanical attachment. When applied in VpWugd asphalt, panel size• shall be 4'x 4'maximum. 0 ...... 4. An overlay and/or recovery board insulation panel is required on all applications over closedcell foam insulatioa9•- when the base sheet is fully mopped. If no recovery board is used the base sheet shall be apptiy ;jing spot • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not 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 e courvrr NOA No.: 140224.04 MGFggxtqynD Expiration Date: 05/19/18 Approval Date: 04/10/14 Page 48 of 48 TGFU.R11656 - Roofmg Systems Page 1 of 22 Ul ONLIN9 CERTIFICATIONS DIRECTORY TGFU.R11656 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofina Systems ' ' •• • • • • •••••• •• •• •••••• CERTAINTEED CORP •1 ���f1 • • • ROOFING PRODUCTS GROUP '••"' •••• •••• • • 1400 UNION MEETING RD • • • • •••• •••• ••••• PO BOX 1100 • • •••••• • ••• ••••• BLUE BELL,PA 19422 USA • • • • • •• •• •• • •••••• • "1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ RooflpkCt:"DensDeck®Prime ' Roofboard"or"DensDeck@ DuraGuard'"Roofboard"or'/4-in.thick(minimum)United States Gypsum Co."SECUROCK@rtoof Boord"(Type •••••• FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)may be used in any existing noncombustible decl�Classjfication.tAertthts is • • done,the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks.tlowever,the butt joints in the •••••• gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DeRsbecft Durap8ar0111* • • Roofboard"are to offset a minimum of 6-in.with the butt joints in the roof deck.If polystyrene is part of the roof system,it must be placed below the overlayment board.'/4-in,thick(minimum)"SECUROCK@ Roof Board"(Type FRX-G)and"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene." Any UL Classified insulation may be used underneath'"h-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard'"Roofboard"or 1/4-in.thick(minimum)United States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)in any existing noncombustible deck Classification. Mineral Wool Felt,is a suitable alternate forP erforated Type 15 asphalt organic felt in the Class A,B or C roof constructions indicated below. Type G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt;Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets;Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets.Flex-I-Glas,Premium Flex-I-Glas or Flintlastic Base 20 Sheet is a suitable alternate for the G2 glass base and the Type 15 All- Weather/Empire base sheet. Unless otherwise indicated,base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combustible decks requiring insulation. Two plies Type G1 may be utilized in place of one ply Type G2. Flintlastic Ultra Glass SA is a suitable alternate for Type G2 Glasbase Base Sheet. "Black Diamond Base Sheet"is a suitable alternate for Type G2 Glass Base Sheet. "Flintlastic SA NailBase"or"Flintlastic SA PlyBase"are suitable alternates for Type G2 base sheets in Roofing Systems(TGFU)that limit cover applications to self-adhering ply/base sheets or membranes. EPS insulation followed by 1/2 in.cover board may be utilized in any of the following systems. The"YOSEMITE Venting Base Sheet"may be used in any of the following noncombustible deck roof systems and,where indicated,in combustible roof deck systems. "Torch APP"may be utilized in any of the following systems that contain"Flintlastic STA". APP Base T is a suitable alternate for any Type G2 base sheet. "Flintlastic Ultra Poly SMS"may be used in lieu of"Poly SMS Base"in all application Classifications. References to Type G2 base sheets includes"Channel-Vent GB". "FlintBoard Iso","FlintBoard Iso Cold","FlintBoard Iso-T'or"FlintBoard Iso Plus",may be used wherever polyisocyan u rate insulation is specified. Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. "FlintBoardH ISO","FlintBoardH ISO Cold","FlintBoardH ISO WF","FlintBoardH ISO F","FlintBoardH ISO NB"and"FlintBoardH ISO DD"may be used wherever polyisocyan u rate insulation is specified. "FlintBoardH ISO T',"FlintBoardH ISO T Cold"and"FlintBoardH ISO T WF"are acceptable alternatives to"FlintBoardH ISO","FlintBoardH ISO WF"and"FlintBoardH ISO Cold",respectively,provided they do not exceed the indicated incline or thickness of the system. Any UL Classified EPS,any thickness,may be used below"FlintBoardH ISO","FlintBoardH ISO T","FlintBoardH ISO Cold","FlintBoardH ISO T Cold","FlintBoardH ISO WF","FlintBoardH ISO T WF","FlintBoardH ISO F","FlintBoardH ISO NB"or"FlintBoardH ISO DD"insulation on non- combustible decks provided a minimum 1 in,thick layer of"FlintBoardH ISO","FlintBoardH ISO T","FlintBoardH ISO Cold","FlintBoardH ISO T Cold","FlintBoardH ISO WF",FlintBoardH ISO T WF","FlintBoardH ISO F","FlintBoardH ISO NB"or"FlintBoardH ISO DD"polyisocyanurate http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/11/2015 TGFU.R11656 -Roofmg Systems Page 2 of 22 insulation is used.Max incline shall be in accordance with Classification established for the insulation/membrane roofing system,but can not exceed 1:12. " For Combustible Decks-Class A: 1.A minimum 3 in.layer or a minimum two layers of 1.5 in.of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold"is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification.As an alternative,any UL Classified insulation(except expanded or extruded polystyrene), any combination,any thickness,may be used below the 3 in.minimum total thickness of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold".The insulation may be loosely laid or attached with fasteners and plates,hot roofing asphalt or cold adhesive.A vapor barrier(non-UL classified)may also be used below the insulation.All insulation joints must be staggered a minimum of 6 in.from the deck joints or from the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly,however the incline can not exceed 1/2:12. •••• 2.A minimum 1.9 in.layer of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold"is placed over a mini um 1 Iyer of Ca"111% R Base Sheet 1S"or Elk"VersaShield FB-1S"over a combustible deck.The insulation is covered with any WL Classified roofing • membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification.As an altematk@,ant UL Clarsslfiqd • • insulation(except expanded or extruded polystyrene),any combination,any thickness,may be used belowx6a.1,.9 in.miraisnu" •.••:• total thickness of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold".The insulation may be loosely laid�orped with fasteners and plates,hot roofing asphalt or cold adhesive.A vapor barrier(non-UL classified)may also be use Welow the •••••• insulation.All insulation joints must be staggered a minimum of 6 in.from the deck joints or from the in 613t1bJoints dreftlt+ • • below.The maximum incline shall be in accordance with the Classification established for the membrane7ipsu "ion roofing••• •+••• assembly,however the incline can not exceed 1/2:12. 0*0*0 0 0 w • For Combustible Decks-Class B: •+ + • • •+ •• • 1.A minimum 1.9 in.layer of"FlintBoardH ISO Cold"or"FlintBoardH ISO T Cold",or a minimum 2 in.tlY&%6*yei of Atlas"ACS • Foam III"is placed directly over a combustible deck and is covered with any UL Classified roofing membtane used in ant VLClass ••••+• B roofing assembly to achieve a Class B fire Classification.As an alternative,any UL Classified insulation•(except expan as or 0 • • extruded polystyrene),any combination,any thickness,may be used below the 1.9 in.minimum thicknL% layersof"FlintBt arid.. :++++: ISO Cold"or"FlintBoardH ISO T Cold".The insulation may be loosely laid or attached with fasteners and p Maes,trot roof+ng • . asphalt or cold adhesive.A vapor barrier(non-UL classified)may also be used below the insulation.All insulation joints m8st be* staggered a minimum of 6 in.from the deck joints or from the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly,however the incline can not exceed 1/2:12. Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below,limited to 1/2 in. incline: Membrane Acceptable Alternate Flintglas Mineral-Surface Cap Sheet Flintglas Cap Sheet CoolStar Flintlastic GMS Premium Flintlastic Premium GMS CoolStar Flintlastic White Diamond GTA Flintlastic White Diamond GTA CoolStar Flintlastic GTS Flintlastic GTS CoolStar Flintlastic Premium FR-P Flintlastic FR-Dual Cap or Flintlastic Premium FR-P CoolStar Flintlastic FR Cap 30 T Flintlastic FR Cap T 30 CoolStar I Flexiglas Premium Cap Sheet Flexiglas Premium Cap Sheet 960 CoolStar Flintlastic GTA Flintlastic GTA CoolStar Flintlastic GMS Flintlastic GMS CoolStar Flintlastic SA P-Cap FR Flintlastic SA FR Cap Sheet CoolStar Flintlastic GTA-FR Flintlastic GTA-FR CoolStar Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar Flintlastic FR-Cap 30 Flintlastic FR Cap 30 Sheet CoolStar ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck:NC Incline:3 Base Sheet:—Type G2 Glasbase. Ply Sheet:—Type G1 Flintglas or Type G2 Glasbase. Surfacing:—Gravel or slag. 2. Deck:C-15/16* Incline: 1/2 *All joints blocked. Base Sheet:—Two layers Type G2"Glasbase Base Sheet"or two layers Type G-1 "Flintglas Ply Sheet". Surfacing:—Type G3"Flintglas Cap Sheet". 3.Deck: NC Incline:3 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/11/2015 TGFU.R11656 - Roofing Systems Page 14 of 22 r Membrane:—"GTA Black Diamond","GTA White Diamond",heat fused. Surfacing—Henry Co. "Henry 520 Aluminum",at 1-1/2 gal/sq. 26.Deck:NC Incline: 1 Insulation(Optional):—Any thickness,one or more layers UL.Classified perlite,wood fiber,glass fiber,polyisocyanurate, polyisocyanurate/composite,EPS/wood fiber,EPS/perlite,EPS/composite or Partek Insulation Inc."PAROC"roof insulation. Base Sheet:—One or more layers Type G1 or G2. Membrane:—One or more layers"Flintlastic GTA"or"-STA"(modified bitumen),heat fused. Surfacing:—Fields Corp."F530 Heat Shield Aluminum Coating"or"F630 Heat Shield Fibered Aluminum Coating", 1-1/2 gal/sq. 27.Deleted. 28.Deck:C-15/32 Incline: 1/2 696606 • • 0000 000000 Insulation(Optional):—Glass fiber or perlite,hot mopped or mechanically fastened,any thickness. • • • • Base Sheet:—One or more layers GS Roofing Products"Flex-I-glas"or"Flintlastic Base 20",fully adhered or spot mopped withiHenry •• "MBA Gold Adhesive"at 1-1/2 gal/sq or mechanically fastened. 000000 •• •• ••"•• Ply Sheet(Optional):—One or more layers Types G1,G2,GS Roofing Products"Flex-I-glas","Flintlasiie lisaeQ0"or"GS RDlybase", • • adhered with Henry"MBA Gold Adhesive". •••••• Membrane:—GS Roofing Products"Flintlastic FR Cap 30",adhered with Henry"MBA Gold Adhesive"at.-.?/'2 grl/sq oriiot mopped. • • 0000 0000 0000• 29. Deck:C-15/32 Incline: 1/2 •••••i • ••• ••i•• • • • • • •• •• •• • 0000•• Insulation(Optional):—Isocyanurate,2 in.min,glass fiber 1 in.min. • Base Sheet:—Two or more layers Type G2"Giasbase",first layer mechanically fastened. :so:*: 0 0• Membrane:—One layer"GTA/FR",torch applied. • • • • 00000* 0000•• 30.Deck:C-15/32 Incline: 1/2 • • • •••••• Insulation(Optional):—Isocyanurate,2 in.min,glass fiber 1 in.min. *.so • Joint Treatment:—Two in.wide aluminum foil tape adhered to the plywood joints. Base Sheet:—One or more layers Type G2"Glasbase",mechanically fastened. Membrane:—One layer"GTA/FR",torch applied. 31.Deck:NC Incline: 1/2 Insulation(Optional):—Polyisocyanu rate,glass fiber,wood fiber,perlite,mechanically fastened or hot mopped in place. Base Sheet:—One or more layers Type G2 base sheet,mechanically fastened or hot mopped in place. Ply Sheet(Optional):—One or more layers Type G1,mechanically fastened or hot mopped in place. Membrane:—One layer"GTA/FR",torch applied. 32. eck:C-15/32 Incline: 1/2 Insulation(Optional):—Glass fiber or perlite,hot mopped or mechanically fastened,any thickness. Base Sheet:—One or more layers GS Roofing Products"Flex-I-glas"or"Flintlastic Base 20",adhered with Henry"MBA Gold Adhesive" at 1-1/2 gal/sq. Ply Sheet(Optional):—One or more layers Type G1,G2,GS Roofing Products"Flex-I-glas","Flintlastic Base 20"or"GS Polybase", adhered with Henry"MBA Gold Adhesive". Membrane:—"Flintlastic FR Cap 30",adhered with Henry"MBA Gold Adhesive"at 1-1/2 gal/sq or hot mopped. 33.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Glass fiber,perlite 3/4 in.,thick min,mechanically fastened. Base Sheet:—One or more plies Type G2,hot mopped or mechanically fastened. Ply Sheet:—One or more plies Type GS,hot mopped. Membrane:—"Modified Premium Cap Sheet 960",hot mopped. 34.Deck:NC Incline: 1/2 Insulation(Optional):—Glass fiber,perlite,isocyanurate,mechanically fastened. Ply Sheet(Optional):—One or more plies Type GI,hot mopped or mechanically fastened. Base Sheet:—One or more plies Type G2,hot mopped or mechanically fastened. Membrane:—"Modified Premium Cap Sheet 960",hot mopped. 35.Deleted. 36.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—Glass fiber or perlite,hot mopped or mechanically fastened. Base Sheet:—One or more layers Type"Flexiglas Base"or"Flintlastic Base 20",adhered with Henry"MBA Gold Adhesive"or Pro-Grade #333M/B Adhesive at 1-1/2 gal/sq. Ply Sheet(Optional):—One or more layers Type G1,G2,"Flintlastic Base 20"or"Poly SMS Base",adhered with Henry"MBA Gold Adhesive"or Pro-Grade#333M/B Adhesive at 1-1/2 gal/sq. Membrane:—"Flintlastic FR Cap 30",adhered with Henry"MBA Gold Adhesive"or Pro-Grade#333M/B Adhesive at 1-1/2 gal/sq or hot mopped. 37.Deck:C 15/32 Incline: 1/2 Insulation(Optional):—Glass fiber or Perlite,1 in.thick min,or polyisocyanurate,2 in.thick min. Base Sheet:—One or more layers"Yosemite Venting Base Sheet",mechanically fastened or hot mopped in place. Membrane:—One or more layers"Flintlastic FR-P","Flintlastic FR-Dual Cap"or"Flintlastic FR Cap 30",hot mopped in place. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/11/2015