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RF-11-2315
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r -1\ inspection Number: INSP- 170205 Permit Number: RF -12 -11 -2315 Inspection Date: February 22, 2012 Inspector. Bruhn, Norman Owner: Job Address: 9031 BISCAYNE Boulevard Miami Shores, FL Project: <NONE> Contractor: ALL AMERICAN ROOFING INC. Permit Type: Roof Inspection Type: Final Work Classification: Flat Phone Number (305)779 -8040 Parcel Number 1132060110051 -65 Phone: (305)772 -7663 Building Department Comments RE -ROOF FLAT ROOF RECOVER Inspector Comments Pass CREATED AS REINSPECTION FOR INSP - 169135. CREATED AS CG REINSPECTION FOR INSP - 169129. CREATED AS REINSPECTION FOR r INSP- 169076. CREATED AS REINSPECTION FOR INSP - 169029. CREATED AS REINSPECTION FOR INSP- 168934. CREATED AS Failed REINSPECTION FOR INSP- 168895. CREATED AS REINSPECTION FOR INSP- 168824. CREATED AS REINSPECTION FOR INSP- 168666. CREATED AS REINSPECTION FOR INSP- 168579. CREATED AS Correction REINSPECTION FOR INSP- 168556. CREATED AS REINSPECTION FOR Needed INSP- 168511. CREATED AS REINSPECTION FOR INSP- 168500. CREATED AS REINSPECTION FOR INSP- 168464. CREATED AS REINSPECTION FOR INSP- 168416. CREATED AS REINSPECTION FOR I NSP- 167843. Re- Inspection cancelled by christie 1/11/12 �� Fee NW CORNER OK BY PHOTOS. JR upper south end. NB No Additional Inspections can be scheduled until re- inspection fee is paid. Provide a mechanical permit an electrical permit and details for the deck repair. NB Same comments. NB Lower roof north end. NB February 22, 2012 For Inspections please call: (305)762 -4949 Page 1 of 2 TRACY CONSULTANTS INC. 4660 SW 128th AVE FT. LAUDERDALE, FL. 33330 -2302 FEBRUARY 21, 2012 MIAMI SHORES BUILDING DEPT. MIAMI SHORES, FL. RE: FINAL INSPECTION FOR THE ROOF @ SHORE SQUARE 9031 BISCAYNE BLVD MIAMI SHORES, FL. DEAR SIR; FINAL INSPECTION SHOWED THAT THE DECK REPLACEMENT WAS DONE IN ACCORDANCE WITH SPECIFICATIONS IN LETTER DTD JANUARY 31 THIS YEAR. AND IS APPROVED. IF THERE ARE ANY QUESTIONS PLEASE ADVISE.. SINCERELY, ©oaqooQ0,6' .new, N,Q1'- C ",,o ROBERT NAILA P.E., #11363 PRESIDENT L12 -03ALL PH.(954) 434 -5035 , MOBJLR— (954)651 -2840, FAX —(954) 434 -1675 TRACY CONSULTANTS INC. 4660 SW 128th AVE FT. LAUDERDALE, FL. 33330 -2302 JANUARY 31, 2012 MIAMI SHORES BUILDING DEPT. MIAMI SHORES, FL. RE: RE- ROOFING SPECIFICATIONS FOR THE ROOF @ SHORE SQUARE 9031 BISCAYNE BLVD MIAMI SHORES, FL. DEAR SIR; THE FOLLOWING IS NECESSARY PRIOR TO RE- ROOFING: 1. CUT AND REMOVE GYPSUM PANEL DOWN TO THE BULB TEE WITH A CHOP -SAW AND REMOVE. 2. INSTALL NEW 5.8" FIRE -RATED SHEET ROCK IN THE BULB TEE PANEL. 3. INSTALL TWO FULL PIECES OF 3/4" PLYWOOD LAMINATED TOGETHER WITH BONDING ADHESIVE. 4. FASTEN SHEET ROCK AND PLYWOOD TO BULB TEE'S WITH #4 TECH SCREWS. 5. INSTALL INSULATION AND MECHANICALLY FASTEN TO NEW WOOD TO BRING THE PANEL REPLACEMENT TO THE LEVEL OF THE EXISTING ROOF 6. INSTALL ROOFING AS PER "PERMI'1"1'FD" SPECIFICATIONS. IF THERE ARE ANY QUESTIONS PLEASE ADVISE.. SINCERELY, ROBERT N. TRACY, P.E., #11363 PRESIDENT L12- 001ALL or No 113 -<-2.-"Stesi ACC OR©f `,_,. - CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDMYYY) 5/2/2011 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). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 Ccoam Cheryl Stipp PHO (954)943- 5050 FAx , ) :(954)943 -5417 aDDaess ,cheryl @furmaninsurance.con PRODUCER D0000108 CUSTOMER ID 9. INSURER(S) AFFORDING COVERAGE NAIC 4 INSURED All American Roofing Inc 944 W Prospect Road Oakland Park FL 33309 INSURER A:Firat Mercury Insurance Co 10657 INSURER B :Continental Casualty Co 20443 INSURER c:AmeriCan Guarantee & Liability 26247 INSURERD:Valley Forge Ins 20508 INSURER E : $ 100, 000 INSURERF: MEDEXP(Anyoneperson) TE NUMBER 13-Lay 2011 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 INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF D/YY YYj 5/1/2011 PO EXP LICY Y) iMMtDIYYY D 5/1/2012 LIMITS A GENERAL LIABIUTY COMMERCIAL GENERAL CLAIMS -MADE LIABILITY OCCUR AGGREGATE FMGA002055 EACH OCCURRENCE $ 1,000,000 X pPREMIISES (Ea occurrence) $ 100, 000 X MEDEXP(Anyoneperson) $ 5,000 X $5$1X1. PER PROD PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENII AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X PE°T LOC $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 1015011990 5/1/2011 5/1/2012 COMBINED SINGLE UMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X Uninsured motorist combined $ 300,000 PIP -Basic $ 10,000 C X UMBRELLA LIAB EXCESS UAB X OccUR CLAIMS -MADE AUC534619106 5/1/2011 5/1/2012 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DEDUCTIBLE RETENTION $ 0 $ X $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE (Mandatory In EXCLUDED? (Mandatory in NH} If yes, describe under DESCRIPTION OF OPERATIONS Y N N / A 1071146872 12/31/201012/31 /2011 X 1 WRY STATU- OT E.L. EACH ACCIDENT $ 1,000,000 $ 1,000,000 N EL DISEASE - EAEMPLOYEE below Et DISEASE - POUCY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION (305)756 -8972 Village of Miami Shores Building Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /CS ACORD 25 (2009/09) INS025 (200909) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department DEC IMVIEgWa la 142611 ki BY: _ ® ®_______________ ®® 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1?-'\ (L INSPECTION'S PHONE NUMBER: (305) 762.4949 i� BUILDING Permit No. -'1? PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder). iviDtti. 1 _,.g. Phone #: Address: 6 & /I /aS `l 1 it on.+h 1 brAA, 1 C-- e City: P tik.". % State: FL Zip: 3W6 f Tenant/Lessee Name: Phone #: Email: Master Permit No. in t./?d&prr41 /1v11+ JOB ADDRESS: 03 i s's cal ne. 21 u cA. City: Miami Shores Folio/Parcel #: j 1-.�i� ��j 0 " bO.1 Is the Building Historically Designated: Yes County: Miami Dade Zip: NO Flood Zone: CONTRACTOR: Company Name: All A Mel( i (6.v4 Rao - '15 I ^ c Phone #: ©I S't -777.2 -746 3 Address: ti C 1.J ?1'b S pc c rul City: eiAkla.►d. ?Ark State: 1L Zip: 33361 Qualifier Name: CJ% r i S' ?lilt(' M n b. o n J Phone #: State Certification or Registration #: C C-C 6 4 S1 1,1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: j Value of Work for this Permit: $ / Y 5. iJ 0 Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New % ' epair/Replace L Description of Work: ' - r o of i r &-&. %� t` o R (Z 60 e% pq /s7 °Demolition + x*******+x************* * * *** * **** x****** Fees* ************ ****+ x*** ********* *********** *** 6� Submittal Fee $ Permit Fee $ 1/60 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $, Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 FT .F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument owledged before me this � s day of ' . , 20 If , by Y — o � ,i ' t c & , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * ******* ********** ****** APPROVED BY 0:11:4:44 MACKENDLY CHARLES %.*1 MY COMISSION # EE 008858 NEXPIRES: July 15, 2014 Bonded Thru Notary Public Underwriters * * * * * * * * * * * * * * * * ** Signature( -- Contractor The foregoing instrument was acknowledged before me thisr day of ,4/44/60'i"'" , 20 ir , by CI--4 L' who is u_ wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: a7if Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /1012009)(Revised 3/15/09) Sign: ` Print: Cl� Gin My Commission Expires: t"'rl;�% MACI�LY CHARLES iv. r ' *s MY COMMISSION # EE 008858 proha,F Bonded Tbnr Notary Public Underwrtters ** onmg Clerk Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS REN TYPE OF NOTICE (CHECK ONE ONLY) : - ❑ ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED ,.RENOVATION OPERATION? Facility Name C 1% Address 90 % 1 `aj (c-+ City f4 J/rteAlf 5,4 v,t) Site ❑ REVISED ❑ RENOVATION ❑ YES 0 YES ''YES MIAMI-DOE COUNTY Miami.Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor orida 33136 COURT' S'Y . ❑ CANCELLA,'t�,,L ■ ROOFING ❑ NO DEC 1 4 2011 .<aNO File# Air Quality ❑ NO Proc iminagement Division e Via State / Zip County Air" •*7 ✓'C Consultant Inspecting Site # of Floors / Building Age in Years ❑ Residence CR Small Business Other ❑ Residence ki.e Building Size -7 v/ zr (Square Feet) Prior Use: ❑ School /College/University Present Use: ❑ School/College/Universitye II. Facility Owner ; ' ti; Address ' J I i r City '11..; ?Y7 tLJ � C- ttto�ti III. Contractor's Name 4 t AYh ., f CA 14 Address 4,V4/ G;1, ',j) City i `rd A t, ti / i 4,4 j)+•;,r d C/ Small Business Other u.a , Phone ( State t Z. Is the contractor exempt from licensure under section 469.002(4), F.S.? ' ( YES ) r IV. Scheduled Dates: (Notice must be postmarked 10 working day bfore;ttderproject start date) Asbestos Removal (mm /dd/yy) Start f/1<?/% /1 Finish: "'1 a Demo /Renovation (mm/dd /yy) Start: Finish: i. t i� V Description of planned demolition orrenovatiori work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affectedfacilf h' components. � F v C �/ 7 t/ � JC U c i c 0 U ', - Procedures to be Used (Check All That Apply): Procedures for Unexpected RACM: Asbestos Waste Transporter: Name Address City VIII. Waste Disposal Site: Name Address M1AMi -DADS D E.R.M. City State Zip AIR- OUAUTY MANAGEMENT DIVISION: IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACMCity IItrilenfria b16tAC[vt. Amount of RACM or ACM* submitted in Cumbrance with square feet surfacing material square feet cementitious matfOgicabie ►emulations linear feet pipe square feet resilient floonn cubic feet of RACM off facility components square feet asfdfj *Identify and describe surfacing material and other materials as applicable: (1.// DC r/+ Phone State Zip ate4t \\I I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business.hours. j r, Arie Owner/Op ator) -- 9 / (Print N (Signature of Ovyier /Operator) Y 1-4 //1 if (Date) (Contact phone #) 161_01 -158 4/10 DISTRIBUTION: White —DERM Yellow — Applicant Pink- Reserve Gold— Reserve Strip and Removal ❑ Glove Bag ❑ Bulldozer Wrecking Ball Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: Procedures for Unexpected RACM: Asbestos Waste Transporter: Name Address City VIII. Waste Disposal Site: Name Address M1AMi -DADS D E.R.M. City State Zip AIR- OUAUTY MANAGEMENT DIVISION: IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACMCity IItrilenfria b16tAC[vt. Amount of RACM or ACM* submitted in Cumbrance with square feet surfacing material square feet cementitious matfOgicabie ►emulations linear feet pipe square feet resilient floonn cubic feet of RACM off facility components square feet asfdfj *Identify and describe surfacing material and other materials as applicable: (1.// DC r/+ Phone State Zip ate4t \\I I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business.hours. j r, Arie Owner/Op ator) -- 9 / (Print N (Signature of Ovyier /Operator) Y 1-4 //1 if (Date) (Contact phone #) 161_01 -158 4/10 DISTRIBUTION: White —DERM Yellow — Applicant Pink- Reserve Gold— Reserve Florida Department of ... Y Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RENOVAT TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? I. Facility Name €, Address City _lr:s., =t i'' Site Building Size ❑ REVISED ❑ CANCELL ❑ RENOVATION N. ROOFING ❑ YES ❑ NO ❑ YES fl YES MIAMI COUNTY Miami -Dade DERM Air Quality Management Division 701, N.W. 1st Court, 2nd Floor lorida 33136 A DEC 1 2011 DNO File# hi Quality El NO ProceManagement Division State +" Zip County Consultant Inspecting Site (Square Feet) # of Floors / Building Age in Years Prior Use: ❑ School /College/University ❑ Residence 4RiSmall Business Present User ❑ School / College/University ❑ Residence Small Business II. Facility Owner ° x <' Address City III. Contractor's Name Address City ,�:y`._ ° State < Zip _# i Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before4lie project start date) Asbestos Removal (mm /dd/yy) Start: Finish: rx r_v d •- ,; Demo /Renovation (mm/dd/yy) Start: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. t? - _ • ,' _ Other Other Phone ( State '7 Zip Phone (`,, Finish: Procedures to be Used (Check All That Apply): 0 Strip and Removal ❑ Glove Bag Bulldozer ❑ Wrecking Ball Wet Method Dry Method • Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name f Phone ( Address 'r City State Zip VIII. Waste Disposal Site: Name Address MIAMI -DADE D E.R P& City State Zip AIR OUAUTY MANAGEMENT DIVISION IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACMidnit GStt tt#f tr f Ig M. Notifications) Regarding asbestos have bean submitted in Compliance with square feet cementitious mat l le regulations. square feet re ijJent fl•oriri& / l Date 41, Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet as *Identify and describe surfacing material and other materials as applicable: fing I certify that the above informatrr'ii'i is'correck and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. (Print Name of Owner / Operator) (Signature of Owner /Operator) - (Date) (Contact phone) USE ONLY 161_01 -158 4/10 DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold- Reserve Florida Department'3of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS REN TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES IS IT A PLANNED RENOVATION OPERATION? ❑ YES Facility Name V .ri Address ❑ CANCEL ID ROOFING NO 0 NO COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor rida 33136 DEC 14 2011 File it Air Quality procienagement DiVISIOn City g ; g . _, State € Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors / Building Age in Years Prior Use: ❑ School /College/University ❑ Residence 40 Small Business Other Present Use: ❑ School /College /University ❑ Residence Small Business Other Facility Owner Phone(_) Address City State Contractor's Name -•' Address Phone ( t k City {: State Zip . Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before he project start date) Asbestos Removal (mm/ inish: , .' - ,F ~, / i ; Demo/Renovation (mm/dd/yy) Start: Finish: yY) Start: tart::,` � °.:° i� V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description'of affected facility components. ft:, ,. ‘; .: g = 1 ,/ - A. ,_ # <" ti Procedures to be Used (Check All That Apply): VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name , ;, Phone ( Address City VIII. Waste Disposal Site: Name Address MIAMI-0 • r E DE.R.M. City State Zip AIR GUMMY MANAGEMENT DIVISION: IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM kt I i Natif Cat on(s) Regarding asbestos have been Amount of RACM or ACM* Submitted in Compliance with square feet surfacing material square feet cementitious mateAjQphCeb16 regulations. linear feet pipe square feet resilient flooriri~ cubic feet of RACM off facility components square feet as *Identify and describe surfacing material and other materials as applicable: State Zip I certify that the above informatit;u is °correof and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. (Print Name of Owner /Operator) (Signature of Owner /Operator) (Date) (Contact phone') 161_01-158 4/10 DISTRIBUTION: White -DERM Yellow— Applicant Pink— Reserve Gold— Reserve Strip and Removal [� Glove Bag [] Bulldozer Wrecking Bali Wet Method Dry Method Explode g Bum Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name , ;, Phone ( Address City VIII. Waste Disposal Site: Name Address MIAMI-0 • r E DE.R.M. City State Zip AIR GUMMY MANAGEMENT DIVISION: IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM kt I i Natif Cat on(s) Regarding asbestos have been Amount of RACM or ACM* Submitted in Compliance with square feet surfacing material square feet cementitious mateAjQphCeb16 regulations. linear feet pipe square feet resilient flooriri~ cubic feet of RACM off facility components square feet as *Identify and describe surfacing material and other materials as applicable: State Zip I certify that the above informatit;u is °correof and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. (Print Name of Owner /Operator) (Signature of Owner /Operator) (Date) (Contact phone') 161_01-158 4/10 DISTRIBUTION: White -DERM Yellow— Applicant Pink— Reserve Gold— Reserve NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIONO.iI SRd4 011 ©DS1 IcoN pkDE STATE OF FLORIDA: �oU�11°( p Of the COUNTY OF MIAMI -DADS: �`A ilk i R m this a doy�f 111111111111.311111111111111111111111 11111111 CFN 2O 1.1 RO83 718 OR Bk 27927 Ps 40671 (1P s) ) RECORDED 12/14/2011 14:22:50 HARVEY RUVIHy CLERK. OF COURT MIAMI -DADE COUHTYt FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. j Space above reserved for use of recording office 1. Legal description of property and street/address: 6 53 4 . ,4S1vTL ?Ark ?g / //6 ei 611 15 c44.1 m1A.r.ot s ONES 2. Description of improvement: '2, -r•boe 3. Owner(s) name and address: ci,% o,lY' Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. y ' Ih1r+ C444 vat ,ot kI std Perlc `33o 7 r- 772 3 5, Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. -1. ' Lc& 04L 9ras 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Own: f • Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name 111111MMIMPAIRMA Print Name Title/Office 11111 r o-- ' Title /Office STATE OF FLORIDA 1 11 COUNTY OF MIAMI -D • E c� The foregoing instrument was acknowledged before me this aC o day of ! )0-4 By rit> AA." 5- 21,k ❑ Individually, or ❑ as for . ersonally known, or ❑ produced the following type of identification: Signature of Notary Public: ``,--%_____..- s' Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92425. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the fads sated in it are true, to the best of my knowledge and belief. Signatures) By 123.01-52 PAGE t 3/1 er(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager who si By n GEC 1 4 2011 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATI CONSIDERATIONS Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY Q°1/ SUBJECT 10 CChfPLIANCE WM-I ALL FEDERAL. STATE AND CCIAN M'riULES AND REGULATION'S DATE R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Liz. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. �/ L; Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be 2. renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). ')Uti7 (-- 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 to be performed. j 4� Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. pi,. —5s) 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed, Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior o assembly (the building itself). The existing amount of attic ventilation shall not be ficial to consider additional venting which can result in extending the service life of the Contractor Signatu e Date ��2 //cf/0 ROOF ASSEMBLES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General information) Master Permit No n Process No Contractor's Name Ail AiNle -et c.&IA 9.0 Ali 1v- C Job Address ! O j/ 0.5(.41.4e (Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ 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) f ,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. Total (SF) S c,, FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. /r Surfacing: (/ Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a component is not used, Identify as "NA") System Manufacturer: 30111,01 n i 1( Product Approval No.: I 0 1 a 6. 6 9' Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ' d• 7 Pmax2: "gL) Pmax3: ) R -7• a Max. Design Pressure, from the s efic Product Approval system: Deck: Type: Gauge/Thickness: Slope: / Anchor /Base Sheet & No. of Ply(s): I ?I ? 011 Antollase Sheet Fastener/Bondin Material: i w'4 i*ae r'�� ��5 Insulation Base Layer: ` Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: / Ply Sheet(s) & No. of Ply(s): .� / °'@ ? Ply Sheet Fastener /Bonding Material: Fastener Spacing for Anchor /Base Sheet Attachment: Field: °I " oc @ Lap, # Rows @ a" oc Perimeter: " oc @ Lap, # Rows , @ i " oc t' Comer: " oc @ Lap, # Rows 7 @ �" oc Number of Fasteners Per Insulation Board: Field Perimeter / Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit - ►L N G/01- CIA.5�q C.G t. CAW tc kX0S , pp AfteCk/fitS 6c.sk►).)9 DNI4a ksti c 1ta04•tt 41—c boa" in cc..kfges h ' {�' "oc. • - 113,6g..tu,s. Top Ply: ✓i Y1 to 1 444 i C. OM) F Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE — BUILDING Mob- As f 4, 14 / i6 Mean Roof Height 10167 - Roofing Systems Page 15 of 70 "DynaPly ", "DynaBase" or "DynaLastic 1805" (SBS modified bitumen), mechanically fastened or hot mopped. Ply Sheet: — " DynaLastic 180S", "DynaLastic 250S", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 5. Deck: C -15/32 Incline: 1 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fastened or hot mopped. Ply Sheet: — " DynaLastic 180S", "DynaLastic 250S ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 6. Deck: C -15/32 Incline: 2 Insulation (Optional): — Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco Foam ", "Fiber Glass Roof Insulation ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Three or more plies Type G1 or "GlasPly IV ", "GlasPly Premier" or Type G2 "PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), mechanically fastened or hot mopped. Ply Sheet: — " DynaLastic 1805 ", "DynaLastic 250S ", "DynaLastic 250 ", "DynaKap ", "DynaPly ", "DynaGlas ", "DynaMax FR ", "DynaLastic 250FR ", "Roof Defender SBS Cap Sheet" or "DynaBase" (SBS modified bitumen), hot mopped. Surfacing: — Gravel and hot roofing asphalt. 7. Deck: NC Incline: 2 Insulation (Optional): — Any UL Classified (except polystyrene), any thickness. Base Sheet: — One ply "DynaBase ". Ply Sheet: — Two or more plies "DynaBase" (SBS modified bitumen), hot mopped. Surface Coating: — Gravel, embedded In hot roofing asphalt or any UL Classified emulsion applied at the rate of 4 -5 gal /sq. 8. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Any thickness, one or more layers, 1/2 in. "Retro -Fit ", "Fesco" or "DuraBoard ", "Fesco- Foam ", "DuraBoard ", ISO 3", "ENRGY 3 ", hot mopped or mechanically fastened. All Insulation joints offset from plywood deck joints, 6 in. min. Base Sheet: — One or more plies Type G1 or "GlasPly IV" or "GlasPly Premier" or Type G2 " PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly" or "DynaBase" (SBS modified bitumen), hot mopped or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaLastic 180FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped, or "DynaWeld Cap FR ", heat welded.. 9. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers, any thickness, "Fesco" or "DuraBoard ", "Fesco- Foam ", "DuraBoard ", "ISO 3 ", "ENRGY 3" or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene, mechanically fastened or hot mopped. Base Sheet: — One or more plies Type Gi or "GlasPly Premier ", "GlasPly IV" or Type G2 " PermaPly 28 ", "GlasBase ", "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), mechanically fastened or hot mopped, or "DynaWeld Base ", heat welded. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaGies FR ", "DynaMax FR" or "DynaLastic 250FR" (SBS modified bitumen), hot r "D naWeld Cap FR ", heat welded. 10. Deck: NC 0/A Incline: 1/2 Insulation (O tlonal : - Any thickness, one or more layers, "Fesco" or "DuraBoard ", "Fesco- Foam ", "ISO 3 ", "ENRGY 3" or any UL Classified p y socyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1?2 in. "Retro -Fit" cover board or 3/4 in. "Fesco" or "DuraBoard" over polystyrene. Ply Sheet: — Two or more plies Type G1 or "GlasPly Premier ", "GlasPly IV: or Type G2 " PermaPly 28 ", "GlasBase" or "Ventsulation ", "DynaPly ", "DynaBase" or "DynaLastic 180S" (SBS modified bitumen), hnt, r.,, mimed. Firms laver_mav be nailed Membrane: — "DynaLastic 180 FR" or "DynaLastic 250 FR" (SBS modified bitumen), hot mopped, or 'DynaWeld Cap FR ", heat welded. 11. Deck: C -15/32 Incline: 1/2 in. Base Sheet: — "GlasBase ", "Ventsulation" or "DynaBase ", nailed. Ply Sheet: — One or two plies "DynaBase ", "DynaPly ", "GlasPly IV" or "GlasPly Premier ", hot mopped. Membrane: — "DynaKap FR ", "DynaGlas 30 FR ", "DynaLastic 180FR ", "DynaMax FR ", "DynaLastic 250FR" or "DynaGlas FR" (SBS modified bitumen), hot mopped or "DynaWeld Cap FR ", heat welded. 12. Deck: NC Incline: 1/2 httn :// database. ul. com kai- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =... 12/13/2011 Membrane Type: Deck Type 7: Deck Description: System Type E(1): Base Sheet: Fastening: SBS Recover Lightweight Concrete / Cementitious Wood Fiber Base sheet mechanically fastened. One ply of Perma.PDynaBase , DynaBase XT, DynaPly, GlasPly Premier or Ventsulation fastened to the deck as described below. (Gpsum Decks Fasten base sheet with ES Products Twjn Loc -Nail or UltraLok fasteners spaced 9" o.c. at the 3" side lap and two rows staggered 12" o.c. in the field. , Asphalt- applied Ply and Cap only. (Meets -75 psf- See General Limitation #7.) (Cementitious Wood Fiber Decks): Fasten base sheet with ES Products Twin Loc -Nail or UltraLok fasteners spaced 9" o.c. at the 3" side lap and two rows staggered 12" o.c. in the field. Asphalt- applied Ply and Cap only. (Meets -82.5 psf See General Limitation #7.) (Lightweight Concrete Decks): Fasten base sheet with ES Products Twin Loc - Nail or UltraLok fasteners spaced 9" o.c. at the 4" side lap and two rows staggered 9" o.c. in the field. (Meets -60 psf- See General Limitation #7.) (Lightweight Concrete Decks): DynaBase only Fasten base sheet with ES Products 1.8" Twin Loc -Nail or UltraLok fasteners spaced 9" o.c. at the 4" side lap and two rows staggered 9" o.c. in the field. Asphalt- applied Ply and Cap only. (Meets -75 psf- See General Limitation #7.) Note: Base sheet fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements of applicable Building Code. (Optional) �Qge or more plies of DynaBase, DynaBase XT, GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 1805, DynaLastic 250 S, or DynaPly adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal. /sq. or one ply DynaWeld Base heat welded. One ply of DynaKap, DynaKap FR, DynaMax, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas 30 FR XT, DynaLastic 180, aLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or aPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal. /sq. or one ply DynaWeld Cap FR heat welded Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR Adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Ply Sheet: Membrane: NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 47 of 51 OJNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 717 17th Street Denver, CO 80202 MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.gov/bnilding SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville Modified Bitumen Roofing Systems Over Recover 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 NOA No. 09- 0902.08 and consists of pages 1 through 51. The submitted documentation was reviewed by Jorge L. Acebo. NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 1 of 51 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofmg Modified Bitumen SBS Recover See specific deck type TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification DynaBase 54' -10" x 36" ASTM D 6163 Type I Grade S DynaWeld Base 39' -3/8" x 32' -10" ASTM D 6163 Type I Grade S DynaWeld 180 S 39 -3/8" x 32' -10" ASTM D 6164 Base Type I Grade S DynaFlex DynaGlas DynaWeld Cap FR DynaWeld Cap 180 FR DynaGlas 30 FR DynaGlas FR DynaKap DynaKap FR DynaLastic 180 DynaLastic 180 FR 3 x 25 ASTM D 6221 39 -3/8" x 32' -10 ". ASTM D 6163 Type I Grade G 39' -3/8" x 32' -10" ASTM D 6163 Type I Grade G 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" ASTM D 6164 Type I Grade G ASTM D 6163 Type I Grade G 39 -3/8" x 32' -10" ASTM D 6163 Type I Grade G 39 -3/8" x 32' -10" ASTM D 6162 Type I Grade G 39 -3/8" x 32' -10" ASTM D 6162 Type I Grade G 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" ASTM D 6164 Type I Grade G ASTM D 6164 Type I Grade S Product Description An SBS modified bitumen coated, fiber glass reinforced base sheet. An SBS modified bitumen coated, fiberglass reinforced base sheet for heat welded applications. An elastomeric modified bitumen coated, 180 gram, nonwoven polyester mat and bi- directional glass scrim reinforced, base sheet for heat welded applications. A flexible polyester /glass scrim reinforced, granular- surfaced flashing sheet. An SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for heat weld applications. A fire resistant, 180 gram polyester reinforced, SBS modified bitumen sheet. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fiberglass /polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A 180 gram polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A 180 gram polyester mat reinforced, granular- surfaced, modified bitumen cap sheet for use in fire -rated systems. NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 2 of 51 Product DynaLastic 1805 DynaPly DynaLastic 250 DynaLastic 250 FR DynaLastic 250 S DynaMax DynaMax FR DynaClad DynaBase XT DynaGlas FR XT GlasKap GlasKap CR Ventsulation Felt GlasBase Plus GlasPly W GlasPly Premier PermaPly 28 Dimensions 37" x 36' -9" 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" 39 -3/8" x 32' -10" Test Specification ASTM D 6164 Type I Grade S ASTM D 6162 Type II Grade S ASTM D 6164 Type II Grade G ASTM D 6164 Type II Grade G ASTM D 6164 Type II Grade S ASTM D 6162 Type III Grade G ASTM D 6162 Type III Grade G 39 -3/8" x 33' -6" ASTM D 6298 39 -3/8" x 49' -2" 39 -3/8" x 32' -10" 36 "x36' 36 "x36' 36 "x36' 36" x 108' 36" x 180' 36" x 180' 36" x 106' ASTM D 6163 Type I Grade S ASTM D 6163 Type I Grade S ASTM 3909 ASTM 3909 ASTM D 4897 Type II ASTM D 4601 ASTM D 2178 Type W ASTM D 2178 Type VI ASTM D 4601 Type 11 duct DescriProption A 180 gram polyester mat reinforced, modified bitumen cap sheet for use in fire - rated systems. A polyester reinforced.SBS modified bitumen ply sheet for use in conventional and modified bitumen built -up roof systems. A 250 gram polyester mat reinforced, granular - surfaced, modified bitumen cap sheet. A 254 gram polyester mat reinforced, granular- surfaced, modified bitumen cap sheet for use in fire -rated systems. A 250 gram polyester reinforced, SBS modified bitumen Base/Ply sheet for use as a base or ply sheet only . A fiberglass /polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt or heat weld. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. An aluminum foil faced, glass reinforced, SBS modified membrane for application in hot asphalt. A heavyweight glass reinforced SBS Base/Ply sheet. A heavyweight glass reinforced granular surfaced SBS Cap sheet. A mineral surfaced, asphalt coated, fiberglass cap sheet. A white mineral surfaced, white acrylic coated, fiberglass cap sheet. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 3 of 51 Product FesCant Plus Cant Strips, and Taper Edge MBR Flashing N/A Cement Base and Activator MBR Bonding N/A Adhesive JM Two Part N/A Urethane Insulation Adhesive Bestile Industrial various Roof Cement Dimensions various Flex -I -Drain various PC/PET RetroDrain USII RetroDrain SuperDome RetroDrain FP -10 Vents Expand -O -Guard Expand -O -Flash Presto -Lok Fascia and Flashing System DynaTred & DynaTred Plus Roof Walkway nriy• •�..x. APPROVED] various various various 10" deck flange, base diameter of 4" and a height of 6" various various various various Test Specification ASTM C 728 Proprietary proprietary Proprietary ASTM D 4586, type I BOCA 76 -61 SBCCI 89204 UBC 3236 N/A N/A N/A N/A N/A N/A TAS 114 N/A Product Description Factory pre - fabricated cant strips and taper edge, manufactured from expanded perlite insulation. A two component elastomeric, cold application adhesive, consisting of a modified proprietary compound with an asphalt base. A two component urethane cold application adhesive. A two -part urethane insulation adhesive A trowel grade, cutback bitumen flashing grade cement mixture including inorganic fibers and mineral stabilizers. Two piece flexible drain system composed of a Noryl deck flange, a flexible neoprene bellows and no hub connection. Available in various sizes and styles for most retro -fit applications. Engineered resin copolymer fabricated drain for retrofit applications. One piece, aluminum fabricated drain for retrofit applications. Cast aluminum, heavy -duty drain for retrofit applications. One -way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture vapor trapped within the roofing system. Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Expansion joint covers manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. A multi -piece fascia and flashing system for built -up and modified bitumen roofing systems manufactured from aluminum or steel. Preformed, skid - resistant boards. NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 4 of 51 APPROVED INSULATIONS: Product Name ENRGY 3 Fesco Foam, DuraFoam Retro -Fit Board, DuraBoard Fesco Board Invinsa Roof Board DensDeck, DensDeck Prime SECUROCK Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Number Product Name 1. UltraFast Fastener 2. UltraFast Metal Plate 3. UltraFast Plastic Plate 4. Lightweight Concrete (LWC) CR Base Fastener 5. Twin Loc -Nail 6. High Load Fasteners and Plates 7. Ultralok 8. JM CD -I0 Fasteners 9. #12 Roofgrip Fasteners APPROVEDI TABLE 2 Product Description Polyisocyanurate Insulation. Polyisocyanurate Insulation with perlite facer A high- density perlite roof insulation. Rigid perlite roof insulation board. High density polyisocyanurate board Silicon treated gypsum Rigid, gypsum -based board stock TABLE 3 Product Description Insulation fastener for wood and steel or Concrete (#14). Galvalume AZ55 steel plate High Density Polyolefin round plate Galvanized double spreading leg fastener for securing base sheets to lightweight insulating concrete. Base sheet fastener with integrated Plate. #15 fasteners and 20 gauge metal plates Base sheet fastener with integrated plate Insulation fastener for concrete decks. Insulation fastener for wood and steel. Manufacturer (With Current NOA) Johns Manville Dimensions Various 3" round 3" square 3" round 1.2" or 1.7" leg length; 2.7" dia. Plate 2.7" dia. Plate 2 -3/8" round 2.7" dia. Plate Various Various Johns Manville Johns Manville Johns Manville Johns Manville G -P Gypsum USG Corp. Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Johns Manville ES Products, Inc. Johns Manville Johns Manville Johns Manville OMG, Inc. NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 5 of 51 EVIDENCE SUBMITTED: • Test Agency/Identiti'ier Name Report Date Factory Mutual Research J.I. # 3001482 FM Class 4470 08/11/98 J.I. # 3001629 FM Class 4470 09/10/98 J.I. # 0Z8A9.AM J.I. # 3D4A4.AM FM Class 4470 09/28/98 J.I. # 3000949 3003468 FM Class 4450 02/02/00 3006346 FM Class 4450 08/15/00 3012974 FM Class 4450 06/03/02 3011248 FM Class 4470 11/01/02 3009499 FM Class 4470 04/04/01 3001457 FM Class 4470 03/04/02 3014090 FM Class 4470 09/05/02 3020600 FM Class 4470 01/21/05 3026130 FM Class 4470 04/26/06 3026151 FM Class 4470 08/15/06 3026728 FM Class 4470 11/22/06 163479- 48573 -0 FM Class 4470 01/09/07 3037222 FM Class 4470 10/02/09 3026130 FM Class 4470 04/26/09 Dynatech Engineering, Inc. 4360.03.95 -1 TAS 114 3/95 4360.03.95 -2 4361.5.95 -1 TAS 114 5/95 Underwriters Laboratories, Inc. R-10167 (N) Fire Classification Listing 01/01/95 Exterior Research & Design, LLC #4361- 2.04.97 -1 TAS 114 04/28/97 #4361 -2.04. -1 TAS 114 04/00/97 #10390A- 10.97 -1 TAS 114 10/00/97 #10390A- 12.97 -1 12/00/97 #10391.01.03 TAS 114 01/29/03 02843.02.05 -10 TAS 114 02/10/05 00257.03.05 -1 ASTM D 6162/63/64 03/17/05 ASTM D6298 TrinitylERD 02843.02.07 TAS 114 02/07/07 J6990.12.07 -R1 ASTM D6162/D6164 03/24/10 J7670.06.08 ASTM D3909 06/16/08 J13700.05.10 -1 -R1 ASTM D5147/D6163 01/25/11 J13700.05.10 -2 ASTM D5147/D6164 05/11/10 J17040.11.09 -R1 ASTM D6164 03/11/10 IRT & Consulting, Inc. IRT9900(1 -16) TAS 114 01/20/99 IRT- Arcon, Inc. Atlantic & Caribbean Roof Consulting, LLC. 02 -011 TAS 114 02/07/02 02 -026 07/26/02 ACRC 06 -003 TAS 114 03/27/06 NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 6of51 RECOVER SYSTEM LIMITATIONS: 1. All System Limitations and General Limitations shall apply. See specific deck type Notice of Acceptance for deck type System Limitations. 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 comp fiance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 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 comers). 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.) END OF THIS ACCEPTANCE NOA No: 11- 0126.07 Expiration Date: 07/19/12 Approval Date: 07/21/11 Page 51 of 51 ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 • Fax: (866) 784 -8550 www. floridaengineeriagandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 December 13, 2011 Job Order #: 11 -2814 All American Roofing, Inc. 944 W. Prospect Road Oakland Park, Florida 33309 RE: ROOF MOISTURE SURVEY Shopping Plaza Gypsum Decks (5) 9055 Biscayne Blvd. Miami Shores, Florida Dear Sir or Madam: Pursuant to your request, Florida Engineering & Testing, Inc., has performed a Roof Moisture Survey in general accordance with TAS -126 of the Florida Building Code on December 2, 5, & 13, 2011, at the above referenced project. In addition, 26 core samples were secured for gravimetric (moisture) analysis. The purpose of our inspection was to determine the moisture content of the roof system. This is not a roof top inspection. This is a roof moisture survey only. All tests were performed in general accordance with the Florida Building Code and the Roof Consultants Institute Standard Practice for the Detection and Location of Latent Moisture in Building Roofing System by Nuclear Radioisotopic Thermalization using a Troxler model 3216 gauge. The roof of the subject building consists of granulated cap sheet over base sheet over a structural gypsum deck. Page 2 12/13/11, Job Order # 11-2814 All American Roofing, Inc. Shopping Plaza - Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores: The following is a summary of the core test results for the membrane: Core Location Nuclear Reading % Moisture E10 6 0.7% 128 6 2.7% E25 7 1.1% H15 7 2.9% B23 8 0.6% B15 8 15.7% C27 9 0.5% J11 9 0.3% A19 12 0.2% A22 13 0.6% B38 8 0.5% C35 10 5.2% G35 9 0.4% B31 7 0.4% av 7 0.7% dvi 10 0.3% hiv 9 5.9% lv 8 0.2% biii 10 1.3% fi 9 1.3% hi 8 11.8% Id 7 0.4% B8 7 0.7% C6 8 1.2% B4 10 7.7% E3 9 0.5% Page 3 12/13/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza - Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores: The vast majority of the existing membrane was found to be in compliance with Florida Building Code Section 1521.12 at the time of our inspection. Substantially, less than 25% of the total roof area was found to contain greater than 5% moisture in the membrane. The roof membrane should be removed and repaired in these isolated elevated moisture areas prior to re- roofing (recover). It should be noted that isolated "soft" areas were identified in the gypsum roof deck during our testing. Our moisture survey testing should not be considered a full roof inspection to determine all "soft" areas. The gypsum roof deck should be inspected and all soft areas corrected prior to re- roofing. The test results presented herein reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements and roof top traffic. It has been a pleasure serving you at this phase of your project and look forward to doing so again in the future. Please do not hesitate to call with any questions. Sincerely, Mark A. Mesiano, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 48202 Certificate of Authorization No. 6923 Attachments: Field Sketch Moisture Gravimetric Analysis MOIST G '' - VIMETRIC ANALYSIS Date: 12/13/2011 Client: All American Roofing, Inc. Project: Shopping Plaza - Gypsum Decks (5) Job Order # 11 -2814 FLO~ A Project Address: 9055 Biscayne Blvd. Miami Shores, Florida Core Location Nuclear Reading % Moisture El0 6 0.7% 128 6 2.7% E25 7 1.1% H15 7 2.9% B23 8 0.6% B15 8 15.7% C27 9 0.5% J1l 9 0.3% A19 12 0.2% A22 13 0.6% B38 8 0.5% C35 10 5.2% G35 9 0.4% B31 7 0.4% av 7 0.7% dvi 10 0.3% hiv 9 5.9% lv 8 0.2% biii 10 1.3% fi 9 1.3% hi 8 11.8% ki 7 0.4% B8 7 0.7% C6 8 1.2% B4 10 7.7% E3 9 0.5% al 100 u 0 80 - 0 Z 60 - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Nuclear Readings Standard (Xi2 *Fi)- ((Xi *Fi)2/N) Deviation (Sx) = N -1 Mean = (Xi *Fi) N =1.3 =8.09 a b c d e f g h i j k l m n 10 8 10 9 10®9 9®8 9 8( 10 9 9 i 9 8 10 10 9 8 9 9 10 11 90,110%8 9 ii 9 10 8 9 10 8 8 10 9 10 8 9 9 '•9 iii • 1 • 2 A B C D E F G H I J 1 2 Field Sketch - Not to Scale Approximate Dimensions 9055 Biscayne Blvd. Miami Shores, Florida 10 11 12 13 14 15 16 17 18 9 20 21 2 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 10 10 7 9 7 7 8 7 7 6 9 8 10 10 90 6 7 7 8 7 10 2 10 7 8 7 7 7 7 8 ®11 r2 8 7 10 7 6 8 7 7 7 12 8 9 5 7 7 7 7 7 7 7 13 7 9 6 7 6 7 8 8 9 7 14 7 7 8 7 7 8 15 9 11 7 8 7 6 9 7 8 8 9 9 7 9 7 8 6 7 8 8 7 8 7 9 7 7 6 7 8 7 7 8 8 6 8 8 10 7 7 7 8 9 7 7 8 7 7 8 7 7 7 7 7 7 7 8 7 5 8 8 8 7 8 7 8 7 8 8 10 7 9 7 7 8 6 9 13 8 9 8 8 8 7 9 7 9 7 9 9 8 ®7 7 8 7 7 8 9 8 8 8 7 8 7 8 7 7 8 8® 8 8 8 7 7 7 8 7 7 7 14 8 9 7 5® 8 8 11 9 8 7 7 8 7 7 8 32 33 34 35 36 37 38 39 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ►21 LEGEND A/C Unit • Vent Patched Area Approximate Noted Locations of Soft Areas in Gypsum Deck (Additional Areas may be Soft) Nuclear Readings Dry (Less than 5% membrane) (Highest acceptable moisture per FBC) Elevated Moisture (Above 5% membrane) 8 7 8 7 7 7 9 C) 7 9 9 8 9 7 ®8 8 9 10 7 8 8 7 7 100 7 8 7 9 9 10 9 8 7 6 7 8 6 7 8 8 a b c d e f g h i j k l m n iv vi DATE: CLIENT: ADDRESS: PROJECT: ADDRESS: 12/05/11 All American Roofing, Inc. ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 • Fax: (866) 784 -8550 www. floridaengineeriogandtesting.com 250 S.W. 13* Avenue Pompano Beach, FL 33069 JOB ORDER #: 11 -2814 944 W. Prospect Road Shopping Plaza 9055 Biscayne Blvd. Oakland Park, Florida 33309 Gypsum Decks (5) Miami Shores, Florida ASCE 7 -05 DESIGN PRESS Project Information: Height = 14', 21.5', 19', 11', & 14' Length = 105', 44', 209', 40', & 76' Width = 74', 10', 96', 10', & 74' Parapet Wall: < 3' Exposure: C Category: II Slope: <7° CALCULATIONS Basic Windspeed: V =146 mph Importance Factor: I =1.0 KZ= 0.92, Kd = 0.85 * Note: The largest dimensions were utilized for the design pressure calculations below. Design Calculations: Velocity Pressure: q = 0.00256 *[(0.92)(1.0)( 0.85)(146)2(1.0)] = 42.67 psf Width of Pressure Coefficient: Effective Wind Area: <10ft2 0.1(96') = 9.6' 0.4(21.5') = 8.6' } use: 9'0" For parapet height three feet (3') or larger, zone three (3) can be treated as zone two (2) (ASCE 7 -05). External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 1) GCPi = 0.18 lid: ���•1 v+Q Quality 44 A Page 2 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza - 5 Decks 9055 Biscayne Blvd.; Miami Shores, FL: Design Pressures: 1) Field 2) Perimeter 3) Corners Attachment Requirements: P1 = 42.67 *[( -1.0) — (0.18)] _ -50.4 psf P2 = 42.67 *[( -1.8) — (0.18)] = -84.5 psf P3 = 42.67 *[( -2.8) — (0.18)] _ -127.2 psf Based on the requirements of N.O.A. #11- 0126.07, pg 47 of 51 (Gypsum Decks), with a maximum design pressure of - 75psf; the following are our recommended fastening patterns to attach the proposed PermaPly 28 base sheet to the gypsum deck utilizing approved ES Products Twin Loc- Nails: Field: 9" o.c. @ 3" laps and 2 staggered rows 12" o.c. Perimeter: 9" o.c. @ 3" laps and 2 staggered rows 9" o.c. Corners: 9" o.c. @ 3" laps and 4 staggered rows 9" o.c. Notes: Corners and perimeter area dimension shall not be less than a = 9'0" 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 2007 Edition. Wind load calculations based on ASCE 7 -05 and information provided by client. All work shall be inspected by our field engineer (or authorized representative) or a city inspector to verify compliance with specifications. Sincerely, /2.1. -(r_. Mark A. Mesiano P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 48202 Certificate of Authorization No. 6923 A DA • Inspections • Roof Testing • Concrete Testing • Subsoil Investigations • Geotechnical Engineering • Foundation Recommendations • Construction Materials Testing • Phase 1 & 11 Environmental Audits December 5, 2011 ENGINEERING & TESTING, INC. All American Roofing, Inc. 944 West Prospect Road Oakland Park, Florida 33309 Phone: (866) 781 -6889 • Fax: (866) 784-8550 www. floridaeagineeriogaadtestiag .com 250 S.W. 13`h Avenue Pompano Beach, FL 33069 Job Order #: 11 -2814 FIELD WI = I<IgRAWAL RESISTANCE TESTING (TAS 105 -98) Shopping Plaza - 5 Decks 9055 Biscayne Blvd. Miami Shores, Florida Dear Sir or Madam: Pursuant to your request, Florida Engineering & Testing, Inc. (FE &T) has performed a field withdrawal resistance test in compliance with Testing Application Standard TAS -105 and the Florida Building Code High Velocity Hurricane Zone at the above referenced site. The purpose of our inspection was to determine the uplift capacity of the mechanical fasteners at the above referenced project. FE &T is a Miami Dade Certified Testing Laboratory (Certification #09- 1027.03). On December 2, 2011, our field representative visited the site and conducted seventy -seven (77) field withdrawal resistance tests on the 1.8 ES Products Twin Loc -Nail into the Gypsum Decks. All tests were found in compliance with the Florida Building Code and TAS -105. Enclosed find copies of TAS -105 forms with test results. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. All tests were conducted according to Dade County TAS -105 using a calibrated Comten Industries Fastener Tester Model No. DFG2W2000 (see attached calibration). Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so in the near future. Sincerely, /4-0-1( Mark A. Mesiano, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 48202 Certificate of Authorization No. 6923 QualltY Attachments: Field Withdrawal Resistance Test Results Field Sketch Comten Calibration 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: DADE COUNTY BUILDING CODE COMPLIANCE O1410E TESTING APPLICATION STANDARD TAS 105 FIELD WIT 111) RAWAL RESISTANCE'1'EST RESULTS GENERAL INFORMATION: Client Name: All American Roofing, Inc. Job Address: Shopping Plaza - Gypsum Decks (5) 9055 Biscayne Blvd.; Miami Shores, FL Contact Individual at Job Site (if any): TESTING AGENCY / EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with Dade County TAS 105. Testing Agency Name: Florida Engineering & Testing, Inc. (Cert. # 6923) Address: 250 S.W. 13th Avenue Pompano Beach, FL 33069 Telephone: (954) 781 -6889 Fax: (954) 784 -8550 Representative Name: Mark A. Mesiano, P.E. Title: Professional Engineer (Florida Reg. No. 48202) Signature: Test Apparatus (General Description): (Z -dpmew Comten Industries Fastener Tester Model No. DFG2W2000 Page -1 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: BUILDING / ROOF SYSTEM INFORMATION: Area No.: 5 Roof Area Height: Roof Area Dimensions: Height: 14 ft Length: 105 ft Second Largest Dimension: 74 ft Total Roof Area: 7,462 ft2 75 sq Perimeter Area: 1,968 ft2 (See RASI17) BUILDING / ROOF SYSTEM INFORMATION: Area No.: 4 Roof Area Height: Roof Area Dimensions: Height: 21.5 ft Length: 44 ft Second Largest Dimension: 10 ft Total Roof Area: 440 ft2 5 sq Perimeter Area: 288 ft2 (See RAS117) BUILDING / ROOF SYSTEM INFORMATION: Area No.: 3 Roof Area Height: Roof Area Dimensions: Height: 19 ft Length: 209 ft Second Largest Dimension: 96 ft Total Roof Area: 20,064 ft2 201 sq Perimeter Area: 4,624 ft2 (See RAS117) 12/05/11, Job Order # 11 -2814 All American Rooting, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: BUILDING / ROOF SYSTEM INFORMATION: Area No.: 2 Roof Area Height: Roof Area Dimensions: F°t Height: 11 ft Length: 40 ft Second Largest Dimension: 10 ft Total Roof Area: 400 ft2 4 sq Perimeter Area: 264 ft2 (See RAS117) BUILDING / ROOF SYSTEM INFORMATION: Area No.: 1 Roof Area Height: Roof Area Dimensions: Height: 14 ft Length: 76 ft Second Largest Dimension: 74 ft Total Roof Area: 5,354 ft2 54 sq Perimeter Area: 1,620 ft2 (See RAS117) BUILDING / ROOF SYSTEM INFORMATION: Area No.: Roof Area Height: Roof Area Dimensions: Height: ft Length: ft Second Largest Dimension: ft Total Roof Area: ft2 sq Perimeter Area: ft2 (See RAS117) 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: FASTENER INSTALLATION INFORMATION: FLOA Is the fastener a self-driller? Yes [ ] No [X] If yes, list the type of tool used for fastener installation: Speed of Tool: rpm's TEST INFORMATION: Number of Tests Conducted: n = 77 *See Section 8 TAS 105 -98 *Note the locations of all tests on "Building Information" Detail #2, attached 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No.: 1 (Refer to deck dimensions referred on Page No. 2) Component to be secured: Insulation [ ] Membrane [ ] Anchor or Basesheet [X] Woodblocking [ ] Metal Profiles [ ] Fastener Type: 1.8 Twin Loc -Nail Fastener Manufacturer: ES Products Predrilled: Yes [ ] No [X] If Yes: Drill Bit Size: " diameter Hole Depth: See Section 8 to determine number of tests (If drill is high tolerance include range in 1 /1000" tolerance) Sample No. Plan Identifier Initial Failure: Load (Ibl) Field or Perimeter Area 1 1 349 Comer 2 2 352 Perimeter 3 3 360 Corner 4 4 351 Perimeter 5 5 355 Perimeter 6 6 342 Comer 7 7 351 Comer 8 8 317 Comer 9 9 338 Perimeter 10 10 321 Field 11 11 309 Field 12 12 348 Field 13 13 354 Field FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Page —4 -A (TAS) 105 -98 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No.: 2 Fastener Type: 1.8 Twin Loc -Nail (Refer to deck dimensions referred on Page No. 2) Fastener Manufacturer: ES Products Component to be secured: Predrilled: Yes [ ] No [X] Insulation [ ] If Yes: Drill Bit Size: " diameter Membrane [ ] Hole Depth: Anchor or Basesheet [X] Woodblocking [ ] Metal Profiles [ ] See Section 8 to determine number of tests (If drill is high tolerance include range in 1 /1000" tolerance) Sample No. Plan Identifier Initial Failure: Load (Ibf) Field or Perimeter Area 1 1 361 Comer 2 2 350 Perimeter 3 3 347 4 4 319 Perimeter Comer 5 5 328 Perimeter 6 6 317 Comer 7 7 345 Perimeter 8 8 326 Perimeter 9 9 341 Comer 10 10 354 Perimeter 11 11 338 Field 12 12 333 Field 13 13 329 Field FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Page —4 -B (TAS) 105 -98 1 1 1 1 1 1 1 1 1 1 1 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: FLA FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No.: 3 (Refer to deck dimensions referred on Page No. 2) Component to be secured: Insulation [ ] Membrane [ ] Anchor or Basesheet [X] Woodblocking [ ] Metal Profiles [ ] Fastener Type: 1.8 Twin Loc -Nail Fastener Manufacturer: ES Products Predrilled: Yes [ ] No [X] If Yes: Drill Bit Size: " diameter Hole Depth: See Section 8 to determine number of tests (If drill is high tolerance include range in 1 /1000" tolerance) ISample No. Plan Identifier Initial Failure: Load (lbt) Field or Perimeter Area I 1 1 381 Corner 2 2 368 Perimeter 3 3 341 Perimeter 4 4 350 Perimeter 5 5 370 Comer 6 6 329 Perimeter 7 7 359 Perimeter 8 8 357 Perimeter 9 9 371 Comer 10 10 362 Perimeter 11 11 363 Perimeter 12 12 354 Perimeter 13 13 362 Perimeter 14 14 340 Perimeter 15 15 330 Corner 16 16 336 Perimeter 17 17 358 Perimeter 18 18 365 Perimeter 19 19 352 Field 20 20 349 Field 21 21 343 Field 22 22 369 Field 23 23 368 Field 24 24 335 Field 25 25 341 Field FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Page —4 -C (TAS) 105 -98 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: WIELD WIT 1 Fli*"46tA RAWAL RESISTANCE TEST RECORDING SHEET Area No.: 4 (Refer to deck dimensions referred on Page No. 2) Component to be secured: Insulation [ ] Membrane [ ] Anchor or Basesheet [X] Woodblocking [ ] Metal Profiles [ ] Fastener Type: 1.8 Twin Loc -Nail Fastener Manufacturer: ES Products Predrilled: Yes [ ] No [X] If Yes: Drill Bit Size: " diameter Hole Depth: " See Section 8 to determine number of tests (If drill is high tolerance include range in 1 /1000" tolerance) Sample No. Plan Identifier Initial Failure: Load (Ibi) Field or Perimeter Area 1 1 359 Comer 2 3 4 2 3 4 382 347 Perimeter Perimeter 346 Comer 5 5 347 Comer 6 6 346 Perimeter 7 7 331 Perimeter 8 8 355 Corner 9 9 350 10 10 329 Perimeter Field 11 11 332 Field 12 12 330 Field 13 13 320 Perimeter FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Page —4 -D (TAS) 105 -98 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: FIELD WIT :11 RAWAL RESISTANCE TEST RECORDINGS °11 ET Area No.: 5 (Refer to deck dimensions referred on Page No. 2) Component to be secured: Insulation [ ] Membrane [ ] Anchor or Basesheet [X] Woodblocking [ ] Metal Profiles [ ] Fastener Type: 1.8 Twin Loc -Nail Fastener Manufacturer: ES Products Predrilled: Yes [ ] No [X] If Yes: Drill Bit Size: " diameter Hole Depth: " See Section 8 to determine number of tests (If drill is high tolerance include range in 1 /1000" tolerance) Sample No. Plan Identifier Initial Failure: Load (lbt) Field or Perimeter Area 1 1 356 Comer 2 329 Comer 3 3 329 Perimeter 4 4 333 Comer 5 5 352 Perimeter 6 6 333 Corner 7 7 335 Perimeter 8 8 349 Perimeter 9 9 341 Comer 10 10 353 Perimeter 11 11 347 Field 12 12 336 Field 13 13 326 Field FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ Page —4 -E (TAS) 105-98 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: STATISTICAL ANALYSIS: Mean Failure Load: F = 342.1 lbf Sample Standard Deviation: SF = 16.2 lbf Minimum Characteristic Resistance Force: F' = 306.7 lbf Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with Section 9 of TAS 105 -98. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 -98. 2. A safety of factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA NO. 1 Insert Building and Parapet Heights as no Parapet Wall exist, Insert "N /A ") Ground Level 0 feet Nie 14 feet Building Information - Detail #1 Page —5 -A 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: STATISTICAL ANALYSIS: Mean Failure Load: F = 337.5 lbf Sample Standard Deviation: SF = 13.6 lbf Minimum Characteristic Resistance Force: F' = 307.9 lbf Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with Section 9 of TAS 105 -98. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 -98. 2. A safety of factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA NO. 2 Insert Building and Parapet Heights (If no Parapet Wall exist, Insert "NIA '9 Ground Level 0 feet 21.5 feet Building Information - Detail #1 Page —5 -B 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: STATISTICAL ANALYSIS: Mean Failure Load: F = 354.1 lbf Sample Standard Deviation: SF = 14.2 lbf Minimum Characteristic Resistance Force: F' = 324.8 lbf Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with Section 9 of TAS 105 -98. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 -98. 2. A safety of factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA NO. 3 Insert Building and Parapet Heights (If no Parapet Wall exist, Insert "N /A '9 Ground Level t 0 feet 19 feet Building Information - Detail #1 Page —5 -C 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: STATISTICAL ANALYSIS: Mean Failure Load: F = 344.2 lbf Sample Standard Deviation: SF = 16.2 lbf Minimum Characteristic Resistance Force: F' = 308.8 lbf Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with Section 9 of TAS 105 -98. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 -98. 2. A safety of factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA NO. 4 Insert Building and Parapet Heights (If no Parapet Wall exist, Insert "NIA') Ground Level 0 feet 11 feet Building Information - Detail #1 Page —5 -D 12/05/11, Job Order # 11 -2814 All American Roofing, Inc. Shopping Plaza — Gypsum Decks (5) 9055 Biscayne Blvd; Miami Shores, FL: STATISTICAL ANALYSIS: FL**t)tA, Mean Failure Load: F = 339.9 lbf Sample Standard Deviation: SF = 10.3 lbf Minimum Characteristic Resistance Force: F' = 317.4 lbf Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in RAS 117, shall utilize the minimum characteristic resistance force (F'), determined in compliance with Section 9 of TAS 105 -98. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 -98. 2. A safety of factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA NO. 5 Insert Building and Parapet Heights (If no Parapet Wall exist, Insert "NIA ") Ground Level T 0 feet 14 feet Building Information - Detail #1 Page —5 -E 15' 14' 74' +2 1+ + + 12 10 9+ 61' Roof Deck # 1 +5 ® 13 11 8 56' + 6 7 +§ Roof Deck # 2 +9 + + + 1+ 8 7 18 +22 +10 +11 +12 19 + +23 Roof Deck # 3 +21 96' +24 +13 +14 +25 20+ 2+ 3+ 4+ +15 + 6 17 5+ +9 +10 1+ R®of Deck # 4 4 +8 52' 11+ 2+ +13 3+ Roof Deck # 5 +7 +6 5+ 12+ 4+ 74' 91' Roof Deck # 2 10' 209' 40' Roof Deck # 4 10' 44' Field Sketch — Not to Scale Approximate Dimensions 9055 Biscayne Blvd. Mia I ° Shores, Florida I 1 1 1 1 1 1 1 1 1 1 CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 17697 CALIBRATION DATE: 9/1/2011 PART AND CUSTOMER INFORMATION MODEL #: DFG2W2000 CUSTOMER: FLORIDA ENGINEERING & TESTING SERIAL #: 20603061 CUSTOMER #: FLR33064 CALIBRATION DATA APPLIED EXPECTED VALUE VALUE I (LB) (LB) I. 0.00 0.00 200.00 400.00 400.00 600.00 800.00 800.00 1000.00 1200.00 1200.00 1400.00 1600.00 1600.00 1800.00 2000.00 2000.00 CALIBRATION EQUIPMENT USED SERIAL #1: 2970950 CAL EQUIP: COMTEN INDUSTRIES load cell PSB5000, PSB5000 S/N 2970950 and CQTM-5, SIN 23731 were calibrated at Morehouse Instrument Co. CAL DATE: according to ASTM E-74 and conforming to 10/28/2010 ISO/!EC 17025 and ANSI/NCSL Z540.1. The uncertainty is 0.953 Lbf. Report No: 2970950J2810. FULL RUN 1 AVERAGE SCALE (LB) (LB) ERROR 0.000 0.000 0.000% 400.000 400.000 0.000% 800.000 800.000 0.000% I 1200.000 1200.000 0.000% 1600.000 1600.000 0.000% 1999.000 1999.000 -0.050% SERIAL #2: THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. CONDITIONS TEMPERATURE 81 °F RELATIVE HUMIDITY: 32 % AS FOUND NOTES: ( * Indicates that the part was out of tolerance) 1—VALIDATION p CALIBRATION PERFORMED BY: JR Calibration not valid without CERTIFIED stamp and initials 6405-49th Street North, Pinellas Park, FL 33781-5724 * 727-520-1200 * FAX 727-520-0299 E-Mail: sales©com-ten.com * Web: www.com-ten.com