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RF-15-2759 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247892 Permit Number: RF-10-15-2759 Scheduled Inspection Date: November 17,2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: DEVELOPEMENT LLC, OORT Work Classification: Flat 0 O'kicee Job Address:326 NE 92 Street Miami Shores, FL 33138- Phone Number (305)842-8745 Parcel Number 1132060136470 Project: <NONE> Contractor: LANCE CONSTRUCTION, INC. Phone: (561)626-2603 Building Department Comments RE-ROOF FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False e' Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 16,2015 For Inspections please call: (305)762-4949 Page 30 of 38 s*�ORES Miami shores Village soon ,,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LORIDp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# —��n.��` 7DATE: f Zr,s � INSPECTION AFFIDAVIT I licensed as a( to /Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: On or about �ZEIj s� , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at Z `Z (Complete Job Site Address) Based upon that examination l have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) h� Sign re State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. II Sworn to and subscribed before me this day of v VL DELEONSION#FF°75751Notary Public, Sate of Florida at Large ecernber 11,z°"dI0 ��rv10g,com 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#deafly shown marked on the deck for each inspection Revised on 512112009 Lab Report No. 125278 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDREss., 326 NE 92nd St.,Miami Shores PERMITNo. RF-10-15-2759 ROOFING OWNER: Lance Construction SQUARES: 1 CONTRACTOR. AC Consulting Engineers ROOF PITCIL, 3:12 INSPECTOR TILE TYPE: Spanish "S INITIALS: JC ATTACHMENT.• Polyfoam TESTDATE.• 11/11/2015 Testing Eq ui menta Di ital Chatillon DFIS 200 Test Tabulation Re uired Testing Force: 35 lbs No. RESULT No. RIES ULT No. RESULT No. RESULT No. RESULT 1-4 Passed THIS ROOF HAS:PASSED ® FAILED ❑THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. -� 19' . rY- ._ r Not Tested 2 f, - ---- - 4 — — i 4 li -- Flat Roof c r f E I +• O CA 't • MOTE:This test was performed on tiles that were cerely, * ; 7 '`*r removed and re-installed to complete the flat roof : tt • S re-roofing under the indicated Permit Number. .�•,,,0 11-12-2015 :Q! THOSE TILES PASSED THE UPLIFT TEST. STATE OF Alberto 6srdona,P.E. •,,(��,�•�f *�.�`�Ai Lic.No. 17138 � � .,'00 p/0.� +++� � 000*0 4NA«�`+♦ 10735 SW 216"'St.Unit 416 Page 1 of 1 Tel:305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax:305-256-6833 10 \\ \ \ € _. \ \ Miami Shores Village ` �� } iAf 9aT \ _ a 10050 N.E.2nd Avenue NE ` Miami Shores,FL 33138-0000 ` \ �8t Biop Phone: (305)795-2204 ` Ex iration: 04/27/2016 Issc trs Q/30(201 P ..:? Project Address Parcel Number Applicant 326 NE 92 Street 1132060136470 Miami Shores, FL 33138- Block: Lot: INTER-TEN LLC Owner Information Address Phone Cell INTER-TEN LLC 6187 NW 167 Street � (305)842-8745 HIALEAH FL 33015- 6187 NW 167 Street HIALEAH FL 33015- Contractor(s) Phone Cell Phone µ - »� ���� »•�_.....��._».__•..•�_•.. Valuation: $ 4,500.00 LANCE CONSTRUCTION, INC. (561)626-2603 (561)236-4470 _...,,,. Total Sq Feet: 600 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT ROOF 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 CCF $3.00 DBPR Fee InvOICe# RF-10-15-57594 $3.75 10/30/2015 Cash $274.50 $0.00 DCA Fee $3.75 Education Surcharge $1.00 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $274.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d ng. Futhermore, I authorize the above-named contractor to do the work stated. October 30, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 30,2015 1 Miami Shores Village Building Department /U1510050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 —:% ..-�A INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC �OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: G �� L 5;e- City: Miami Shores County: Miami Dade Zip: 3 / Folio/Parcel#: L> Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): T4 fie.--- %e" L`t Phone#: Address: /8 7 /f✓&41 161 ' -/", -$v.'.c A( City: / dtc 14a 0-4 State: /�� Zip: -,7,;cp /x— Tenant/Lessee Name: Phone#: Email: Atys e d 3e►'0_ 1VA4&., . Cry,sm CONTRACTOR:Company Name: Gs 4Z.M C C�G t� s�r - 7 ua� �y-r�: Phone#: Address:: '�3 7, a e f . _ City: ✓.'/ moi, / State: /'_7 Qualifier Name: .Jct v4 e 4 01 JIU/Z4e_ Phone#:J6 I !f44710 State Certification or Registration#: C c; c A0'7_?3 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 ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: / � T �� � i'�tJ,(Z /� jye:) 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$ (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 inspecti hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not a ap oved and„a reinspection fee will be charged. t Signature Signature 9 OWN R o AGENT CONTRACTOR The foregoing i str ment was acknowledged before me this The foregging instrum t wa accnowledged before me this _day f- jtt� �St/ 20�C1 by day of 20 by who is personally ally kno /wn to ���� �� �'(u` 1- ,who 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: " � LESLIEVARGAS NOTARUBLIC: * 0 _jIYCOMMISSION If FF 236970 EXPIRES:June 9,2019 aov v� Bided Thru Budget Notify Serwim Sign: tvu IL Sign: Print: Print: A . COLLETTA J.STANLEY Seal: "`,4V� LESLIE Seal: ��� Notary Public,State of Florida Y * MY COMMISSION Ii FF 236970 Commission#FF 180943 * EXPIRES:June 9,2019 My comm.expires Dec.5,2018 s, °c h BUd2it***N00 Se * ******s* ************** **********ss**s*s**********s***s***************s**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SY f 1 cz(L �i cr g-I CC,0 0>- cc LL IV ri ts At z A an 1.4 12 P ZS R F4 0) 14 Ig to 0-8 n s OR'l V. 's a 02 z all E2 v ;r.F 1,�L, ja g F. E Rq Q Z Detail by Entity Name Page 1 of 2 g Detail tity Name Florida Limited Liability Co Zany INTER-TEN LLC Filing Information Document Number L14000073828 FEI/EIN Number 35-2511879 Date Filed 05/06/2014 State FL Status ACTIVE Principal Address 6187 NW 167TH STREET SUITE H9 HIALEAH, FL 33015 Mailinq Address 6187 NW 167TH STREET SUITE H9 HIALEAH, FL 33015 Registered Agent Name &Address OORT BUSINESS DEVELOPMENT L.L.0 6187 NW 167TH STREET # H7 HIALEAH, FL 33015 Authorized Person{s} Detail Name &Address Title AM BR OORT BUSINESS DEVELOPEMENT L.L.C. 6187 NW 167TH STREET#H7 HIALEAH, FL 33015 Annual Reports Report Year Filed Date 2015 03/15/2015 Document Images http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 10/28/2015 Detail by Entity Name Page 2 of 2 06/15/2015 -ANNUAL REPORT View image in PDF format 05/06/2014 -- Florida Limited Liability View image in PDF format Li.1 C)and f'7'IVa Com+�'O jde Stat',?of Honda,Departrneot(,F-.30te http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 10/28/2015 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company OORT BUSINESS DEVELOPMENT, L.L.C. Filing Information Document Number L08000060167 FEI/EIN Number 26-2876916 Date Filed 06/18/2008 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 02/18/2014 Event Effective Date NONE Principal Address 6187 NW 167TH STREET SUITE H-7 HIALEAH, FL 33015 Changed: 02/09/2011 ailing Address 6187 NW 167TH STREET SUITE H-7 HIALEAH, FL 33015 Changed: 02/09/2011 Registered Agent Name &Address SCARPELLI, LUIZ 6187 NW 167TH STREET SUITE H-7 HIALEAH, FL 33015 Name Changed: 04/10/2012 Address Changed: 04/10/2012 Authorized Person{s} Detail Name &Address Title MGRM http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 10/28/2015 Detail by Entity Name Page 2 of 2 SCARPELLI, LUIZ 6187 NW 167TH STREET H7 HIALEAH, FL 33015 Title MGRM VELASCO, JUAN MANUEL URBINA 6187 NW 167TH STREET SUITE H-7 HIALEAH, FL 33015 Annual Reports Report Year Filed Date 2013 06/14/2013 2014 04/21/2014 2015 03/15/2015 Document !TA.qes 03/15/2015 ANNUAL REPORT E view image in PDF format 04/21/2014 ANNUAL REPORT =View image in PDF format 02/18/2014 LC Amendment View image in PDF format 06/14/2013 ANNUAL REPORT I View image in PDF format 04/10/2012 Reinstatement F777View image in PDF format 11/08/2011 60 DAYS NOTICE FOR RA View image in PDF format 07/20/2011 =_B�p�. A e�ntResi�nafion View image in PDF format 02/09/2011 --ANNUAL REPORT View image in PDF format 10/02/2010 REINSTATEMENT F—View image in PDF format 11/03/2009 ANNUAL REPORT I View image in PDF format 02/09/2009 ANNUAL REPORT =View image in PDF format 07/01/2008 LC Article of Correction I View image in PDF format----] 06/18/2008 Florida Limited Liability F -View image in PDF form=at u and State of Florida,i)epF�H tnient of state http://sea,rch.sunbiz.org/Inquiry/CorporationSearch/Sea,rchResultDetail?inquirytype=Entit... 10/28/2015 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARDS "CGCA102737 The GENERAL CONTRACTOR F Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 FLUKE, JAMES M � LANCE CONSTRUCTION, INC. If 3248 BERMUDA ROAD PALM BEACH GARDENS' FL 33410 ti ISSUED: 06/18/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1 4061 80001 244 ANNIE M. GANNON >- P.O.Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT** ..,: CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel:(561)355-2264 Seming Palm Beach County 3248 BERMUDA ROAD Serving you. PALM BEACH GARDENS, FL 3341 TYPE OF BUSINESS OWNER CERTIFICATION# I RECEIPT#/DATE PAID AMT PAID BILL# F- 2-3-0051 GENERAL CONTRACTOR FLUKE JAMES M CGCA02737 1 815.870356-09/01/15 $27.50 1 840104784 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY B2-1778 2015/2016 LOCAL BUSINESS TAX RECEIPT LANCE CONSTRUCTION INC LBTR Number: 200005928 LANCE CONSTRUCTION INC EXPIRES: SEPTEMBER 30, 2016 3248 BERMUDA RD PALM BEACH GARDENS, FL 33410-2423 This receipt grants the privilege of engaging in or „ll,nll„In(n,llll,,,nl,l,lul„l,l„{�, managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. A N N E M. G A N N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT** CONSTITUTIONAL TAX COLLECTOR WWw.pbctax.com Tel:(561)355-2264 3248 BERMUDA ROAD Serving Palm Beach County PALM BEACH GARDENS, FL 33410 ' Serving you. TYPE OF BUSINESS OWNER I CERTIFICATION# I RECEIPT#/DATE PAID AMT PAID BILL# 23-0102 CW GENERAL CONTRACTOR FLUKE JAMES M I CGCA02737 1 B1&870359-09/01/15 $369.60 840104783 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY B3-1778 2015/2016 LOCAL BUSINESS TAX RECEIPT LANCE CONSTRUCTION INC LBTR Number: 200005929 LANCE CONSTRUCTION INC EXPIRES: SEPTEMBER 30, 2016 3248 BERMUDA RD PALM BEACH GARDENS,FL 33410-2423 This receipt grants the privilege of engaging in or „ll,„ll„I„li„lllln„1l,l1loil„IIII ll, managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. PROPOSAL LIC#CGC A02737&INSURED LANCE CONSTR UCTION, INC. ROOFING DIVISION 3248 BERMUDA ROAD PROPOSAL N0.0930-15-3 PALM BEACH GARDENS,FL. 33410 PHONE/FAX: (561)-626-2603 J 561-236-4470 DATE: 9-30-2015 E-MAIL: <l t c��t� t z hotrl�gi i. om> REV. IO-i4-20i5 a _ .�. PROPOSAL SUBMITTED TO: JOB ADDRESS: NAME INTER-ten LLC 326 NE 92 ST ADDRESS 6187 NW 167h ST, STE H9 MIAMI SHORES,FL 33138 CITY,STATE HIALEAH,FL 33015 PHONE NO. 305-842-8745 E-MAIL < 1vrLo3().S(ci �=i1. oltt_> WE HEREBY PROPOSE TO FURNISH LABOR AND MATERIALS TO INSTALL: FLAT RE-ROOF REMOVE EXISTING ROOFING MATERIALS TO A SMOOTH DECK,OTHERWISE TO A WORKABLE SURFACE AND HAUL AWAY TRASH. RE-NAIL DECK TO MEET OR EXCEED LOCAL BUILDING CODES. REMOVE/REPLACE WOOD ROT ON FLAT ROOF. FLAT ROOF: DRY-IN WITH BASE SHEET AND TIN TAG PER CODE,PLY IV AND MINERAL SURFACED CAP SHEET WITH GRANULES..ALL HOT MOP ASPHALT. PERjMIT j7PRICE IS INCLUDED p ej �„L z, 1,'i"tit_S ¢. :t,1 �°�$E -OR11111A..,.�Y 9 �.�,..i�� !2 �S `,1h 4.�LIJ� V%D, �.'I � :( )_',fit i. SW� [.s�..fdt4 i. }s 1 JOB SCHEDULE DEPENDS ON AVAILABILITY OF MATERIAL FROM SUPPLIER. ALL MATERIALS GUARANTEED TO BE AS SPECIFIED. ALL WORK IS TO BE COMPLETED IN A WORKMANSHIP MANOR ACCORDING TO STANDARD PRACTICE. ANY DEVIATION FROM THE ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS,AND WILL BECOME AN EXTRA CHARGE OVER THE ABOVE ESTIMATE. LUMP SUM FOR THE ABOVE WORK IS--------------------------------------- $4,500.00 TERMS: $2,250.00 DOWN; $2,250.00 UPON COMPLETION ACCEPTED BY: DATE LANCE CONSTRUCTION,INC. JAMES M.FLUKE PRES. l OWNER/AGENT DATE_,&-: JUAN URBINA JR Client#: 1764848 04LANCECON ACORD,. CERTIFICATE OF LIABILITY INSURANCE .AT.10/29/2015/DD/YYYY) 10/29 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 policy(ies)must be endorsed.If SUBROGATION IS WAIVED,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: BB&T Insurance Services, Inc. ,/ N o Ext):888 743-2217 FAX N.): 8888279861 414 Gallimore Dairy Road E-MAIL Suite F ADDRESS: Greensboro, NC 27409 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Builders Mutual Insurance Compa 10844 INSURED INSURER B: Lance Construction Inc. 3248 bermuda Rd INSURER C: West Palm Beach, FL 33410 INSURER D: 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 CONTRACTOR 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE E OCCUR PREMISES Ea RENTED $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- POLICY r7 JECT F7 LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ UIE ER A WORKERS COMPENSATION WCP104210500 10/14/201510/14/201 X PER oTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500OOO OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $5OO OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) License#CGCA02737 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S15028034/M 15025017 J U SC SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES— UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 •••••• ATTACHMENTS REQUIRED: ' ' ' 0006" 1. Fire Directory Listing Page 0000" 0000 0000" 2. From Notice Of Acceptance: 0000" Front Page 0000 ' " ""' Specific System Description .. .. .. . ...... Specific System Limitations •••••• •' General Limitations ••'••• Applicable Detail Drawings ' 3. Design Calculations per Section R4403, or If Applicable, RAS 121•or • RAS 128 4. Other Component Notice of Acceptances S. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing Only) 7. Any Required Roof Testing Calculation Documentation ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . ... . . . . ... . . . . 900 0.0 . . . i . • y -z� y • . ` • • llll >- . . ■ - . ■ Rw- ■■i��■■■■■■■■■�-��■■■■■■■■■■��.�.■■■■■■■■■■■■,w■■■■■ces■■■■ago■■ ■■■ 7i■F�■/■i■■/■■■/■■■►i�Ilf//■i►�/■!EZ�■■■■■■■■/!!/G■ASV■il■■!�I!■t!■ ■■■■■■■■■■■■ ■■■■■■ ■■■■■■■t■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■ ... ... . .. .. .. .. . . . . . . . . . . ... ... . . . . ... . . ... . .. . . . . . . .. .. . . . . . . . . •• •�• •• • i • •• •• •�• • • • A • !• t Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (if a component is not used, identify as"NA") System Manufacturer: �,� Field: 47 "oc @ Lap,#Rows 'Z @_q_n oc NOA No.: / ftr�' �� Perimeter:�"oc @Lap,#Rows_ @--»oc Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @ Lap,#Rows e_@ & -oc Pmax1: i?, Pmax2: 7L,' _Pmax3: Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board i Systemic u Field: Perimeter Corner Deck: Type: /A,.)&a;, Illustrate Components Noted and Gauge/Thickness: Details as Applicable: Slope: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Materi I: 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 Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: / Height• •0000 : 0000 Top Insulation Fastener/Bonding Material: G�,� • •++ •+•�•• Alp T. ....,. Base Sheet(s)&No.of Ply(s):.r�_7:5, 'get 5 • • • •• + • .+. Meaq. . •.... Basee,Shwet Fasten�eVB mg ter ;r �� ' �' �� • Roel•,• +•••+• _sv ' / /f.��f, ��` �/ '• Height • +• Ply Sheet(s)&No.of Ply(s): % •••• + Ply Sheet Fastener/Bonding M teria�f7� • • .• :•: • Top Ply: 4,dy /„ry,1 e d ep� .aid?r�L�ez wf/;# ✓/e--S� Top Ply Fasener�onding Materia(,: � A.'04- Surfacing: y04 Surfacing:egi rnd'd'lk; ••• • • • ••• Y • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • •s• • • • • wt• • • ••• • • • • • • •• • • • • • • •• •• • • • • • • • • • • • w • s • s • ••• • wa• • •e• •• ••t • • • • • •• t ALBERTO CARDONA P.E. CONSULTING ENGINEER FLORIDA PE LICENSE#17138 Fasteners calculations for: LANCE CONSTRUCTION. Inc. : 326 NE 92nd Street Miami Shores Project Address , FI 33138 Owner: INTER-10 LLC FASTENER DATA EXTRAPOLATION Fastener Value As Per RAS-117 Notice of System System Square Feet Fastener Deck Acceptance Type Design Pressure Per Fastener Value Type 13-1022.15 E 52.5 0.75 39 Wood Fastener Spacing As Per RAS-117 Fastener One ft2 Elevated *See NOTE Fastener Number of Value Pressure Zones Spacing Rows 39 144 42.8 Per NOA --► 9 3 39 144 71.7 9 4 39 144 108 6 4 NAIL ENHANCEMENT RESULTS FIELD 9"o.c. @ laps& 2 rows @ 9"o.c. PERIMETER 9"o.c. @ laps & 3 rows @ 9"o.c. CORNER 6"o.c. @ laps& 3 rows @ 6"o.c. 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'�' . , S"p t'TJttl C r'-1 ` is w' rr, Mt! ti•' L. kv' W v. S^a r . ` r,i ' I ' i,e j 4o ca I, } �' F'r 4� .S4' Sa #-# L7 r #- #- 'iJ yfs . .-a +� t, i°"j �+ L., its y �' } i , 'f re ' t' rs r J .w J i n ^ iyfl - t ' 4 W ry i.R t 1 I'y _ • .- I'Y.`� tri "`t e-1r .w. i :-! lss .-• .�.e , -aa 'C' r- #-1 j.., rr' r Vrj r' L y i, I., �,.,5y, Cr.� yI/r. KI q •..J :? r•' �.} i-LI 1 t 4^ W L'+ W «� I.°i 6. I- '•.f ' KJ i1 .%•i ^.y I ry t N, �` rr.i .•-1 ty', IQ i.'. rJ r l.. r.'�r '�<. •;. r•� -. � � 1 W .,...i a i+l FY ,r I 1�Ar ..t. ... w 'v EJ KI 0' Ka J t L2 "" 'l' ii•! t»a '•') 4a ".a+ t� r� .f.. re wL,J tJ Y Wool /ri SL' 11 Si re .1 d! t.. „� to `:. rj} i +U W W d', J '' sL! }a Lilt ,' +� rl1 dr r- .. 1 �I +'� r MJ • `� r, +-i 9J S! S `�1 n� d! r� '�" F Std to , �Y-� `� h Sr'r r:J .� ') .►-t F-i v ,kj H f e 2 L? Lr ,ks.�.!'--} F-' • r• j ;a,, /.,n ,rt„ '� iJ" :-•r S i� i'� �'` -; `9',� "� r ' t. a " •r ,j t+y...,' r"� Lj #�-j r.'��' i�� •' '.e I.+ il! 'r,+ #-+ ..' ice.. 5�.} i'la ''�. I " r,•� Sr`�r d1 _,-j , i.i r:• t'.} ::-i fi: ' r�-'F # r 4:! i`�•]•1 ( S �,. dd } } Ci o_ , i, W t, %n 'k; - El dl .:; S w {], ' C) '-Te r` e'' e � W ro--i r'.' 1 r-rt.. .'.�' ir,+ CA •"7'F +--! . . . . . . . . . . •• •.♦ . • • • • •i MIAMFDiADE�� 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) n11MAHia'�ni1111da:II-Ncc(colt1111 V 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 0000.. change in the applicable building code negatively affecting the performance of this preducte ...... .. 0000 TERMINATION of this NOA will occur after the expiration date or if there has been o.raision crf4rJ to in •; the materials,use,and/or manufacture of the product or process.Misuse of this NOA n9 A-andorsemeat of any. 0000.. product,for sales, advertising or any other purposes shall automatically terminate this COA.�Fai'lute to comply • • with any section of this NOA shall be cause for termination and removal of NOA. 0000 ' " 00 00' 000000 06 0 0000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Countr?fWtda,and.folbwed ....�. by the expiration date may be displayed in advertising literature. If any portion of thehl(t4 js displayed,then • . . . 0000.. it shall be done in its entirety. .0000•' . :0000: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufoeturer or it §Ci�trrbutorse • and shall be available for inspection at the job site at the request of the Building Official. so 0 This NOA renews and revises NOA No. 13-0424.09 and consists of pages I through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-1022.15 J Expiration Date: 11/04118 Mwr�ao�e eouNTY Approval Date: 11/06/14 APPROVED f Page 1.of 16 ROOFING SYSTEM APPROVAL Category: Roofing 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 Dimensions Specification Description AFGLASO#75 Base .37"(1 meter) ASTM D4601 Type 11 asphalt impregnated and coated glass mat Sheet Wide base sheet. AFGLAS"'#80 UltimaT" 39.37"(1 meter) ASTM D4601 Type Il asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS FlexPl lu 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. AFGLAS Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. �G�AFGLASO Mineral al 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced ` Wide with mineral granules. GAFGLAS'EnergyCapTM 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote GAFGLAS'Stmtavent® 39.37'(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with EliminatorTM 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 naiiable,fiberglass l W.4Wet impte�g�ated an000000 Eliminator mNailable Wide coated on both sides with I Ahalt.Surfaced on toe • bottom side with mineralwanules ambedded in;"•• Venting Base Sheet . . asphaltic coating. •••• 0009: ••••• Ruberoie SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyester wAt gelated)#44 Wtymer..... Weld?Smooth Wide modified asphalt and sn oo"surfaced.. Ruberoie SBS Heat- 39.37'(1 meter) ASTM D6164 Non-Woven Polyesterjmat joated irtkpo'ymer� Weld'"25 Wide modified asphalt and stp8t1Csurfacgd.... ;••••; * 0 . Ruberoie 20 39.37"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoie 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 Expiration Date: 11/04/18 MwMi-oaoECMEY Approval Date: 11/06/14 �Ujaa' Page 2 of 16 . .. .. . . . .. .. . . . . . . . . . . .•• • • • • • . • • • • f • • • •.• • ..• • li• •• ••. . • • • M •• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOutT Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShielde Fire 350 sq. ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 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) EnergyGuardT'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTm RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarC Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardTM Perlite Recover Board Perlite recover board GAF EnergyGuard'RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocO Gypsum-Fiber Roof Board Gypsum roof board United State Gypsum Corp. 000-0• StructodeV High Density Fiber Board High density fiber board 1 '$idge Fiberboard,Ixo... .. & 0000 DensDecV Roof Board Gypsum board GT¢o W -Pacifig")0sum LIwC„• 0000 .• 0.606• 00.00 0000•. .. 0.00. • *0000 . • • •••••• • • • • • • 0000•• •0000• • • • • • • • • 0000•• • • NOA No.: 13-1022.15 Expiration Date: 11/04/18 CMUkKRADE=NM Approval Date: 11/06/14 ' Page 3 of 16 ... . . . ... . . . •. .. . . . .. .. • ... • ..• ... • ... , .. .. . • • •. • • • • • • s i •• ••• •i ♦ • • •1 • •• • • • ♦ t•• • • • 1• • • t • •• ••♦ • • � ! • •f Membrane Type: BUR Deck Type l: 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: FireOuCm Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or (optional) Securock"Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima`Base Sheet,Stratavene Eliminator—Nailable Venting Base Sheet,Ruberoid"20,Ruberoid®SBS Heat-WeIC Smooth or Ruberoid'SBS Heat-Weld Tµ 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS'Ply 4,GAFGLAS'FlexPly'm 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS•'Ply 4,GAFGLAS FlexPly—6,GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT 412 Fastener or Drill-TecT #14 and Drill- TecTµ3"Steel Plate,Drill-Tec"`AccuTrac Flat Plate or Drill-TecTµAccuTrac 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 s sand tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in rows .c.in the field. (Maximum Design Pressure 52.5 psf. a General Limitation#7) GAFGLAS'#80 UltimaT Base Sheet,Ruberoid'20,Ruberoid'Mop Smooth,base sheet attached to deck with approved 11/4"annular ring shank nails aqd inverted 3 gfttt plate al a,,,•• fastener spacing of 9" o.c.at the 4"lap and in two rows staggered04itb a fastgwSpacing of•0 9" o.c.in the center of the membrane. •• 966 •••• *000:0 (Maximum Design Pressure—60 psf. See General Limitation#F�••* :040*: GAFGLAS#75 Base Sheet or any of above base sheets attacft9ty deck wjth*Q;i4l-Tec.•. a #12 Fastener or Drill-Tec'µ #14 Fastener and Drill-TecTµ3" Ste%loUlate,Drill* e7 09;600 AccuTrac"Flat Plate or Drill-TecT AccuTrac Recessed Plate•11019v1.in 4 row's.*One row ... is in the 2"side lap. The other rows are equally spaced approN3ft ly 9"o.c. itt the field of•. 0 . . 0 6666.6 the sheet. :so*** (Maximum Design Pressure—60 psf.See General Limitation40* 0 0 ••0 �..+. Any of above Base sheets attached to deck approved annular ring shank nairs 8 d';" 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 Expiration Date: 11/04/18 M1AMaoe►oeeourmr Approval Date: 11/06/14 JAPPROYM Page 14 of 16 ••• • • • •s• • • • •• w• • a • s• •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • s • • • •• • • • • • • •s •• • • • • • • • • • • • • • • e • •• ••• •s • • • •• • •• • • • • ••s • • • •• • • • • Fastening Options: GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM (Continued) #12 Fastener or Drill-TecT'#14 Fastener and Drill-TecT' 3"Steel Plate,Drill-TecT" AccuTrac'Flat Plate or Drill-Tec TN AccuTrac®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 u cnoppmg of approve asp alt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One n y of GAFGLAS®Mineral Surface Sheet or GAFGLAS' EnergyCap BUR Mineral Surfaced Cap She t adTiere m 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 gal./sq. Maximum Design Pressure: See Fastening Options ...... .... ...... .... . .. ..... ....% • NOA No.: 13-1022.15 Expiration Date: 11104/18 MiAMhDADEC oApproval Date: 11/06/14 JAPPROVEDIPage 15 of 16 ... . . . ... . f . .. .. . . . .. .. . . . . . . . . . . ... • ... . • ... ... . , • • f • •f • • i • • •. •♦ • • • • • a r • • • • • • • • � • • •• • • • • •a• • •• ♦•• • i f • • •f WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS`t Ply 4 and GAFGLAS*Flex Pli" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4"DensDeck m Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 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 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 IV.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,o.Regi tered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the witVrawitl resis*hte t!•alue ...... aken from Testing Application Standards TAS 105 and calculations in compliance wiihRbo�ng Application S dard RAS 117. 7. erimeter and corner areas shall comply with the enhanced uplift pressure requiremenbs•vtotiese areas. •Fastener: ; densities shall be increased for both in and base sheet as calculated in compliagee with Roofffig Application • Standard RAS 117. Calculations prepared,signed and sealed by a Florida registered Pro'fBSs'1ona1 Etlgln't8r: Registered Architect,or Registered Roof Consultant(When this limitation is spec 1XI refer jd; rthin • this NOA,General Limitation #9 will not be applicable.) 009000 • 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination d9sitns shall conform to...:. Roofing Application Standard RAS i 11 and applicable wind load requirements. '0 0 0 0 0 9. The maximum designed pressure limitation listed shall be applicable to all roof pressurazones (i.e.f'2el J,•; 0 • perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced4mstehing 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 15 Expiration Date: 11/04/18 �M{gMbDADECQtAdTY Approval Date: 11/06/14 • Page 16 of 16 ',�v�I WL "-J ° � l� ° '� ����� � �� �����u�m ��° ���� ��°m����� =~~~.__g Systems � mrn\ \,on o�ur�d {biy u/uuyu�c !u Uacno�oi ^am�emmmd�u&�� .coznV \Vcution S417/22/{4 11:34 AM � cmnu) � ]o LANCEINC --_� ne U . Online =~ =tif%~= t%on ~ Directory MopneUwkkGv@e[unt�iUs�L�g�I TGF8U,R1306 Roofing Systems Roofing Systems 5*eGenara| !nfo,n/atim/furRoo�nK5ys\eno °°°°�° °°°°°� °°°*�° BUILDING MATERIALS CORP OFAMERICA,DBA GAF °°°�°° �°°R1306 l361ALPS RD VVAYN[^ N]O7470USA °°°°°° °°°°�° "RuberoidO 20" or"RuberoidO 20 HV or"Ruberoid"Modified Base Sheet" may be utilized Is art ajernaq 2 base sheetsinany ofthe following Classifications. : °°° °° ° ° ' 1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-PacificGypsum LLC^DensDecR6*°° Roofboard,""DensDeck PrimeO Roofboard"or"DensDeck DuraGuard T"Roofboard" may be used in any existing noncombustible deck Classification.Vhenthis isdone,the resulting ron�n8system iyacceptable for use over combustible(lS/32-in.thick minimum)roof decks. However,the butt joints inthe gypsum board and Georg|o- PudficGypsumLbC'OenoDeck"Roofboerd,^"DensDeckPhmewRoofboord" or^DensDookDuraGuard° Roofbourd, are tooffset ominimum of6'in.with the butt joints inthe roof deck. |fpolystyrene iopart ofthe roof system,it must boplaced below the ovedoynoentboard. � Multiple plies of"GAFGLA5OPly 4"or"Tr\'P|ywPly 4" or"Tri'P|yOPly 6"may beadhered 0oGeorgia-Pacific Gypsum � LLC ensDeck11Ronfboard'""DenoDeckPrhnemRoofboord" or"DensDeckDurmGuard T° Roofbourd^inhot roofing asphalt. | � �+*o °� ^���sn .���2,69,5 Zfcj-c-77� ... . . . ... . . . .. .. . . . .. .. • ... • • • • • • • • s•s r • • • • • ••• • • ••• • ••• •• ••• •s • • • •• "EnergyGuardTM Ultra" is an acceptable alternate to"EnergyGuardT""RF"in any applicable Classification. "GAF StrataventO Eliminator"'Venting Base Sheet(Nailable)"may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite insulation" may be utilized as a cover board over"EnergyGuardTI RF"insulation in any of the following systems. Unless otherwise indicated,the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive.Polystyrene referenced in any of the following Classifications include "EnergyGuardT""EPS Insulation". Unless otherwise indicated,all insulations may be adhered with any UL Classified NonInsulation dh s i ble ve per the Roof Deck manufacturer's installation instructions(excluding LRF Adhesive O)in any app Classifications. References to glass fiber insulation include"EnergyGuard Fiberglass Insulation". "EnergyGuardTm Tapered" is an acceptable alternate to"EnergyGuarclTM"in any applicable Classification. ASPHALT FELT SYSTEMS-WITH HOT ROOFING ASP T as halt las at base sheet ® (Ior"Tri-Ply°'#75 Base Sheet",or"GAFGLAS"#80 ULTIMA")is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS®Ply 4" or"Tri-Ply Ply 4",or "GAFGLAS°' Ply 6")in the Class A,B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAF Stratavent® Eliminator""'Venting Base Sheet(Perforated)"or"GAF Stratavent" Eliminator""Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet(( rLAS®#75 Base Sheet"or"Tri-Ply"#75 Base Sheet" or "GAFGLAS®#80 ULTIMA" or"GAF Stratavent®EliminatorT"'Venting Base Sheet(Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS® Ply 4"or"Tri-Ply"'Ply 4"or"GAFGLAS®Ply 6")as the nailed bgse i • • 9999•• ply in the following systems. • • • • .• . 9999 • Bottom ply or base sheet may be solid mopped,spot mopped or mechanically .90.00 .•99 99906•fastened. 966990 • • • •• • 9 • Unless otherwise indicated,all insulations may be hat mopped or mechanically y fastened. � • � • 0000 • .. 9.00• sted bgjgw. ••w 9.' "GAFGLAS® Flashing"or"Ruberoid0" may be used for flashing in any of the Class A, B or C sysLf3rns sees** 9999.. When "perlite" is referenced,this includes"GAFTEMP PERMALITE11"or any other UL ClassifiqA pQ�ite insulatign. • 9 0 • • • 99.9•. Crushed stone or slag are suitable alternates for gravel in any of the Class A,B or C systems listed.,` 0 :•*•*: g Clads A; Structural cement fiber building units are considered suitable to be included as a deck in the followinB;or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. alternate for minimum insulation over C-15/32 thick T m board is an acceptable hick su The use of/:-in.minimum t gyp roof decks. The use of polystyrene insulation board between minimum%-in.thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. M1�O+f���•i•��i ��O�jf�F9��E❖t1l,�tl��QdO��F��1�O�E�1C°Yit,,..s-ovb111.`���� .�s��as� ��s;�J� ••• • • • ••• • • • • • • • • • • • • •w• • • • • • • •• • • • • 000•90 •• go go • ••• • ••• • ••• •i ••• •• • • • w• �s•DD� i�-a�.♦ c�..�vbpL r . J "EnergyGuard'""RA"or"Tapered EnergyGuard'" RA" or"EnergyGuard-Composite RA"may be substituted for any Atlas Roofing Corp.polyisocyanurate insulation in any of the following Classifications, Trumbull"Perma Mop" may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS®#80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS®Flex Ply 6"and"Tri-PlyO Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS®Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with "TOPCOAT®Fireshield MB"at 2'/:to 3-gal/100-ft2. "RuberoidO Dual Smooth"may be used as an alternate to"Ruberoid® Mop Smooth" or"Ruberoid"20"or "Ruberoid®20 HT" "Ruberoid"Mop Smooth 1.5"may be used as an alternate to"Ruberoido Mop Smooth" Class A,B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid" Heat Weld"SBS roofing membrane may be used in lieu of"RuberoidO Mop"SBS products in any applicable Classification. Class A _0000 vim__ 1. Deck:C-15/32 in insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS®Ply 4"or"Tri-Ply"Ply 4"or"GAFGLAS®Ply 6"hot mopped. Surfacing: —Gravel. 2.Deck:C-15/32 Incline:2 • 0000.. 0000.. insulation(Optional); —.One or more layers perlite or wood fiber or glass fiber or polytsocyanurat ew* of isoc anurate composite or perlite/urethane composite or vJo'o't�" '••• •••••• urethane or perlite/p Y Y 0000.. fiber/polyisocyanurate composite or phenolic,any thickness. 0000.. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS®Ply 4"or"Tri-Ply®Ply 4"or~'0G���6LAS�drib ' 0000. Cap Sheet: —One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"Tri-Ply;IAg� r I Surfaced Lap •• ••. Sheet"or"GAFGLAS®EnergyCap`BUR Mineral Surfaced Cap Sheet." ..�..' *00000 .•... 0000.. • 3.Deck:NC Incline;2 •••••• •••••• . 0000.. insulation(Optional):--One or more Payers periite,wood fiber,glass fiber,polyisocganumte,u rethana , periite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polyisocyanurate cotnpos+te, phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G1"GAFGLAS®Ply 4","Tri-Plyo Ply 4"or"GAFGLA511 Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet" or"Tri-Ply® Mineral Surfaced Cap Sheet"or"GAFGLAS"EnergyCap""BUR Mineral Surfaced Cap Sheet." 4. Deck:C-15/32 Incline:1 ,M��D•����+.���tie�O�iflt•�E�tl(,�t1,�DO�Os�E•�WDif.�c`Tll.,••��`btli.•��E`J� .es�d�.�s�`�4�,9�s ni�'� ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . ... . .. 000 900 . . :0 .. . . . . . . . . 0.0 . .• . . . . ... . .. ... . . . . . .. t kbO#M♦ 44_n #*aa j0M. rd�!P')ok a uA L` Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate perlite/polyisocya nu rate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet:—One ply"GAFGLAS*Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing asphalt Ply Sheet:—Two or more plies Type G1 or"Ruberoid* Mop Smooth"or"Ruberoid*Mop Smooth 1.5"or "Ruberoid®Mop Smooth Plus"or"Ruberoid®20"or"Ruberoid®20 NT"fully adhered with hot roofing asphalt Membrane:—"GAFGLAS®Mineral Surfaced Cap Sheet"or"GAFGLAS®EnergyCapT"BUR Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt 15.Deck:C-15/32 Incline: 1 insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyan u rate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum%-in.thick Georgia-Pacific Gypsum LLC"DensDeck*Roofboard"or"DensDeck Prime®Roofboard"or"DensDeck DuraGuardTM Roofboard" or minimum%-in.thick Untied States Gypsum Corp."SECUROCK*Roof Board" (Type FRX-G)or"SECUROCK*Glass-Mat Roof Board"(Type SGMRX) mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in,from plywood deck joints. Base Sheet:—One ply Type G2"GAFGLAS®#75 Base Sheet"or"Tri-Ply#75 Base Sheet"mechanically fastened Ply Sheet:—One or two plies Type G1"GAFGLAS* Ply 4"or"Tri-Ply 4"or"GAFGLAS®Flex Ply 6"or Type G2 "GAFGLAS®#75 Base Sheet"or"Tri-Pty#75 Base Sheet"fully adhered with hot roofing asphalt. Cap Sheet:—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt Surfacing(Optional):— "TOPCOAT* EnergyCoteT"Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 16.Deck: NC "~• Incline:1/2 Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanu rate,mechanically fastened or adhered with LRF Adhesive M or OMG Inc. Olybond Fastening System"applied as a nominal 3/4-in.bead or"GAF 2-Part Roofing Adhesive"applied as a nominal 2-1/2-in.bead with a maximum on- center spacing of 12-in.or any UL Classified insulation adhesive applied per the manufacturer's installation instructions. •••••• Base Sheet:—One Ii�Y�T1Ln` ?'GAFGLAS®#75 Base SbeeL"or"Tri-Ply®#75 Base Sh$et",ftchanitally ••••+• .. • fastened ---.►Ply Sheet:-��13�r two i Tie G �nF[;�aS®per."or"Tri-P!y®4"or"GAFGLAS FTez AIy1-6„Nf�pe ...... .0000+ G2"GAFGLAS®#75 Base Sheet"or"Tri-Ply"#75 Base Sheet",f 11 ad r wi h of as •••••. -4Cap Sheet:—One pl Tvpe G3"GAFGLAS*Min S c ",full re it hot r fin +•••• as -h-a-1 00.0•• •• Surfacing:—"TOPCOAT*EnergyCoteT""Elastomeric Coating"or"TOPCOAT®MB Plus's er u FaPCOAY:3`J.2' +•++ + White Elastomeric Coating",applied at a rate of 2-gat/100-ft'. + • 17.Deck:C-15/32 Incline: 1/2 •••••• insulation(Optional):—Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum%-in.thick Georgia-Pacific Gypsum LLC"DensDeck*Roofboard"or"DensDeck Prime®Roofboard" "DensDeck DuraGuard TM Roofboard" minimum/_' n.thick Untied States Gypsum Corp."SECUROCK®Roof Board"(Type FRX-G)or"SECUROCK*Glass-Mat Roof Board (Type SGMRX) mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.from plywood deck joints. .��10•®d9�•���iie�Offs3f��T•;fit►IL�TI�OO�Oa_o�E��1�0�£���i11,•,a-�'"`Ybm.'��J�1� ,.s®�.est���xs®C��� �� I SECTION R4402.13 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 the content of this section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the owing detns�,should be addressed as part of the agreement between the owner and the contractor.Th owe nerTs initial' he adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of p viding thatthe 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.Renailing Woos!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.) ;;ip3. Common Roofs: Common roofs are those which have no visible delineation between hbo—ring 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 Callings:Exposed,open beam ceilings are where the underside of the roof decking c e 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. 5. Ponding Water:The current roof system and/or deck of the building may not drain well and y cause water to pond (accumulate) in low-tying 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 er oaded from a build up of water. Perimeter/edge wails or other roof extensions may block this discharge if overflow scuppers (watt outlets) are not provided. It may be necessary to install overflow sguppIrs in accordance with the requirements of Sections R4402,R4403 and R4413. 7.Ventilation: Most roof structures should have some ability to vent naturS4Viglow thrm#Tthe .•..% i Red—rof the structural assembly (the building itself), The existing amount of attic berrfilution shall onot be "•• reduced. It may be beneficial to consider additional venting which can result in extegQit tJie setAge 4ile of • •••• • •• ••••• • • the roof. ...... .. ..... •• •• • •••••• Exception:Attic spaces,designed by a Florida licensed engineer or registered architV9ttio eliminate't0 attic •. venting,v9nting shall not be required. • • •...:. pnrn s' gen s Signature Date ontractor's Signature Property Address Permit Number ••• • s • ••+ • • • •• •• • • • •• •• • • • • • • • • ••• • • • • ••• • • s•• • • • • • • •• • • • • • • s• • • • • • • • • • ••• w ••• • •c• •• s•• •• • • • •• •• ••• • • • • • •s