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RF-10-304Inspection Number: INSP - 136524 Permit Number: RF -2 -10 -304 Scheduled Inspection Date: July 01, 2010 Inspector: Bruhn, Norman Owner: GRUNDHAUSER, JOHN Job Address: 640 NE 101 Street Miami Shores, FL 33138 -2468 Project <NONE> Contractor: SUPREME ROOFING INC Building Department Comments RE ROOF TILE ROOF TO BE DUSTALLED WITH METAL ROOF COLOR: PATINA GREEN. FLAT ROOF. BUILT UP Failed Correction Needed Re- Inspection Fee June 30, 2010 7,) 0 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Metal Phone Number Parcel Number 1132060172090 Phone: (305)557 -7900 Page 5 of 26 Signature RE: Permit # g --3 01 4 F- 2- 1 b INSPECTION AFFIDAVIT (Print name and circle License Type) License #: OS ` On or about 1 0 ( 7-0 t U (Date & time) Secondary water barrier work at e hi 6 101 5T State of Florida County of Dade: Revised on 5/21/2009 lOm -1 frM day of M iami Shores Village Building Department licensed as a (n) FS 468 Building Inspector ,l *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Inc* permit # and address # clearly shown marked on the deck for each inspection 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 0 01 ( ngineer / Architect, , I did personally inspect the roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large O tographs of each plane of the roof with Inspection Number: INSP - 136526 Scheduled Inspection Date: June 29, 2010 Inspector: Bruhn, Norman Owner: GRUNDHAUSER, JOHN Job Address: 640 NE 101 Street Project: <NONE> June 28, 2010 Miami Shores, FL 33138 -2468 Contractor: SOUTH POINT DEVELOPMENT INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number 6Zp - 304 Permit Number: RF -2 -10 -305 Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Parcel Number 1132060172090 Phone: (305)557 -7900 ADD MORE STRAPS TO BRING ROOF IN COMPLIANCE WITH HURRICANE MITIGATION RETROFIT STATUE oau P�✓/'k*io Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 2 of 20 Inspection Number: I NS P- 136526 Scheduled Inspection Date: June 29, 2010 Inspector: Bruhn, Norman Owner: GRUNDHAUSER, JOHN Job Address: 640 NE 101 Street Project Contractor: SOUTH POINT DEVELOPMENT INC Building Department Comments ADD MORE STRAPS TO BRING ROOF IN COMPLIANCE WITH HURRICANE MITIGATION RETROFIT STATUE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 28, 2010 Miami Shores, FL 33138 -2468 <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF -2 -10 -305 Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Phone Number Parcel Number 1132060172090 Phone: (305)557 -7900 Page 2 of 20 CIVIL Rkt ENGINEER March 16, 2010 Tel : 305-823-8008 Fax: 305-823-3300 Supreme Roofing Inc. 5941 Northwest 173 Drive Suite 8 Miami, Florida 33015 Project: Dear Sirs; In accordance with your request and authorization, on March 12 and 16, 2010, a representative of Reileh Engineering Corporation performed a visual roof inspection for the slope roof at the above referenced project. This inspection was performed, by means of visual observations and conducting field examination, to examine the strapping of the roof trusses at the roof comers of the structure. Based on our findings, it is our professional opinion that the newly installed SGP2 roof straps at all of the inspected locations will be able to provide with a minimum uplift capacity of 500 lbs. Attached are photos taken at the time of our inspection. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Please review the result reported and if you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation !7 • Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 (6 /0Pe" ohamad Sonny Salleh, P.E.49014 Project Manager Visual Roof Strap Inspection Residential Home 640 Northeast 101 Street Miami Shores, Florida Project Number: 09 -1343 (Testing Laboratory Certificate # 06- 0501.15) // �7 6 ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE ( 0A M/ ) CA NSRD PRODUCER Advanced Ins. UIW LLC 3250 North 29th Ave, Hollywood, FL 33020 -1313 954 963 -6666 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURED Supreme Roofing, Inc 5941 NW 173 DRIVE, Ste 8 MIamI Lakes. FL 33015 INSURCR k Gateway Insurance INSURER $: LIAe1LR Y COMMERCIAL GENERAL LIABILITY INAUHfR r. INsu,etsa 0: fAt;HUt;:C:U1tHtNC:t INSURER E: THE ANY MAY POLICICS. IN ± LTR POLICIES REOUIREMENT, PERTAIN, rTTi' LI OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGRCGATC LIMIT; SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSRD TYPE OF INSURANCE! POLICY NUMBER POLICY EFFECTIVE ''IATC (1 nnlYYYYI POLICY EXPIRATION HATE IMM LIMITS CENENAL LIAe1LR Y COMMERCIAL GENERAL LIABILITY fAt;HUt;:C:U1tHtNC:t 5 DAMAGE TO RENTED PRFMISF�SJEiy 5 I CLAIMS MADE r=1 OCCUR Ju:Burmmnl MED EXP (My one person) 5 PERSONAL & ADV INJURY 5 GENERAL AGGREGATE 5 GENT AGGREGATE LIMIT APPI IRE PER- PRQDIJGTS - CC'M /Ofr AGO $ 7 POLICY I I Ett T 1 l we AUTOMOBILE LIABILnY ANY A11 CO ALL OWNED AUTOS GHEout. F0 AU O$ HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) _ fbUUILY INJURY (Per person) — BODILY INJURY (Per aoddent) $ — �^ PROPERTY DAMAGC (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDCNT $ OTHCR THAN EA ACC $ AUTO ONLY: At _C. 5 excess 1 UMBRELLA LIABILI,Y 11105/09 - 1110519 0 _- - LAC•I OCCURRENCE $ OCCUR I 1 CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION S -- $ R $ $ A wORKERa EMPLOYERS PF(QVNIVION/I'AH Mandatory OFPI1 H dnsn $ ECIAI. PROVISIONS COMPENSATION AND S' LIABILITY I Nt:WEXECU I IV1 I I11 NH) FXr'd 11nPP19 u WC7000160000 X I WC STATU- I 1 0714- TnnY I rMPPa FR C.L. CACI I ACCIDCN 1 $100000 $100000 E.L. DISEASE - EA EMPLOYEE u ndnr below F 1 MAR/4i R /4i - wll e;Y LIMI I 8500000 OIHF:R DESCRIPTION Or OPERATIONS 1 LOCATIONS f VEHICLES FX1 I.1$ION$ ADDED BY FNO©R$FMFNT 1$PFIIIAL PROVI$IONA FEB -26 -2010 17:33 From: ER Miami Shores Village Building Department 1050 NE 2nd Avenue Miami Shores, FL 33138 CANCELLATION AUTHORIZED REPRESENTATIVE To:1 800 685 7530 10 Days for Non - Payment ACORD 25 (2009101)1 of 2 #S6153521M589661 ID 1508 -2009 AC D CORPORATION. The ACORD name and Togo are registered marks of ACORD LCA P.2/3 SHOULD ANY OF IRS AnoVE DESCRIBED POLICIES BE CANCELLED BEFORE IRE. EXPIKA•I ION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE FOLDER NAMED TO THE LEFT, BUT FAILURE TO D050 SHALL IMPOSE NO O,UUGATION OR LIABILITY OF ANY KIND UPON 1 HE 1NSUHEH, CS AG>:N 11 ON REPRESENTATIVES. All rights reserved. IHE At MAY POLICIES 71@iR^A11r1'LI LTR POLICIES RECA IREMEIIT It !IAIV, AC.C• NS CF IUS.FNNi i IS11)131•LCAV HAVE TERM OR C'ND TIDN L F Agri COMPACT IHE W_1J11AN',F. pH. f Hi 3 Hy IHI- irf71 Limn:. SHOAT. MAY HAVE BE-34 ...... — . L•EEN ISSUE_ TOTH= INSURED NAM1 ARMS: OR O DCCUVENT WITH RESPECT f'IEt, UEV_ISEEU HEId_IN IE t•LUJEC I lEDUCED BY PAID CLAIMS — POLICY NUMBER FOP T •t: 'CA I:Y TO WHI :H T-IIS IO ALL IIE ILIoM::. EXC• POIJCY EFFECTi's - DATE (M DA'Y) MI PERIOD I■.rICA EL). NOI'NI Il- IAHLIt.: CERTIF CAI MAY t ?F_ 1 :; , XCp OR Mt N.‘-: An 1(.0/ i -r r,I IC!•I TYPE OF INSURANCE POOPYRXPIP�ATION DATE (W7UD MY) A 1AFail•; century Surety CO GENERAL X — 1 — 1 IARII nY < _'tMtr -P.4. AL CCB6109 05/05/09 1 At: 1 fX.CUh9+hN' 1,000,000 10 _ I — , 000 05/05/10 rrtpmei •,T .' « AILLI LAI -+Mry ct r 14 Fe-::14A1 b Al ),/ ( 1 AIM', MA :I. 1251 C.i:u IF; (--ENL l A: GREGATE LIWIT APP-IES PE 7 ko- rCUCr n . . j=C7I n L (4-N -rid 6.1.44Y1. 000 I •wy : 71,tt:1 t: - ■ *M 0 0 0 Au rCN00rt[ IJAI LITY ANY AJTC Al.1 r7WNE.)AJTG3 St 1 -FITI i Fr, r rro HIrcc AUrCS NIX- :WNED (Fn mr.119.1 ) 11X}1.111." I14.A.k" (i ■H rirs :nn I rorx1 - Itill P` IFU s.1t,:ded.) f rno E1AI,t1.r,F (Rs ;ardent( 8 I3AR/1GE ^--- LIABILITY ANY no lA.A -Y ..A AL( LIEN1 OTHER - 11,N , J. ACC A.1 ON A EXCESSAIMBRELLA LIABA.IIY O::UR I , I CUVMSMRDE Prrd ct ail 1- RET-34TIZN $, bAi-. -I f ):.(t 1141,1 NI AiX•IR-CAI- w ' WORKERS COMPENSATION AND CMIPLOYi2RS' LIABILITY ANY 1 F'O yFtN':IMER.Ex =J_ TILE OI If: _k/1ALM311: LKCLLL'LIP 11 VW 'Ara.nbe undof SP::AL PROvISACM: L•elOw W •.in,lll I ii t: 1' '• I IWilr: I • FI+ F FAc.H A1:i I 'FN E - c 1.r.: F • Fn. Fur•I o (PF t 1.1d AiL 1 +• - ULYLMI OTHER DESCRIPTION tk (.w wi WSW / LOCATIONS/ VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL P REF: 17254665 ACORD. CERTIFICATE OF LIABILITY INSURANCE OP D SUPRE-3 fiar �iio4i09 IRLx>41Cal Oswald Tri ppe and Company, Inc 9200 S Dadeland Blvd, #314 Miami. FA 33156 Phone: 305 -670 -0083 Fax: 305- 670 -0086 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE GOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC k INSURE) Supreme Rooting, Inc 5941 NW 173rd Drive SS MiOlTd. FL 33015 1AFail•; century Surety CO • - __ .._.... Ilx A 1RI-tl 14 _. - 1r ti C' -- � _ Irr-LtREW INF:1R n r FEB -26 -2010 17:33 From: From Ali Nn M Josephs FaxID:23O.433 4148 R ACORD 25 47001JOa► Miami Shores Village Building Department 1.0050 NE 2 " Avenue Miami Shores, FL 33138 305- 795-2204/305-756-8972(fax) SER1402 Page 2 of 3 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANr.FI 1 Fn RFFCIRF THE ExPIRATwN DATE THEREOF, THE ISSUING INSURER W0.. ENDEAYDN I U MAIL 10 DAYS WRITTEN NOTICE TO THE CERT1FNCATE HOLDER NAMED TO THE LEFT, BLJr F JL URF. Tn nn SO SHALL IMI'OSL NO ORI I1 AT10N OR LIAEILRY OF ANY KIND UPON THE INSURER, ITS MENT1 011 REPRESENTATM,S To:1 800 685 7530 P.3'3 uate' 11F12D00 02:23 PM Page:2 of .3 0 ACORD CORPORATION 1900 FEB -26 -2010 17:32 From: Act 4510451 11/2009 09 . ; QES922�_:• The BUSINESS `ORGArT Afi dl� ' Named below ZS' QT.1 SJIFIED; T.Inder the provi•slons,' of `':Chap_ter; 4139 Expiration date: AUG • 31, 2011 •• `; ; (THIS IS NOT. , .A • LICEN'•SE. • TO PERFORN COMPANY TO • DO 8U'SINESS ONLY IF- IT'ILA. SUPREME . ROOFX G I1�C 5941 NW 173RD' DRIVE,- • UNIT 15 MIAMI •• '. FL ' 3.3 CHARLIE, GRI GOVERNOR • Ac# 9 06190 : OfM1.1 • T1%e ROO1' = +..- ri Under- t-he pAovrs:�.fon's Expiration d ": "PAW .`3. b2WiR7'N1E - co STRI7CTI.ON= INDUSTRY .; v.ENS•I•NP,:80AR1? EQ S# x,09081102994 '.1a R' ODRI .GVEZ,'.•`�+l24:C°A;It' - MIAMI :._g;: :• CHARLIE ••(�± . R I SST' •1 • GOVEkt I l"JR 1 e,. - '/,. .�+. • .... . °mss " ?• w .. •' .4 uas6 ' ^•a -6 ItUrpti ii tin EN . - STATE : ,QF' FLORIDA• . OE- BUSINESS _:Aft PROPOSSibNAL REGULATION • •DISPLAY A5'REQUI•RED,• 'r'LAW DO NOT FORWARD SUPREME ROOFING INC MARCIAL RODRIGUEZ PRES 5941 NW 173 DR 8 MIAMI FL 33015 To:1 800 685 7530 P.1'3 EiSS`. ALLOWS- THE - It CHARLES W. DRAGO SECRETARY t, jj 4 MEW: . .iartgS'S •ONAL :RRGQLATION .T :C• /W31s).EOAR3:1- SEQ #Loso81101198 CHARLES . W. DRAGO SECRETA1 Y NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Ott STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street/address: Signature(s By /— 123.01 -52 PAGE 3 11/07 TAX FOLIO NO. 1 1 - 3 icG — €1 - 2-€40 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111 1 1111 11111111 1111111 CFN 20110R0154014 OR 8k 27206 Ps 0626; (fps) RECORDED 03/08/2010 11:45 :52 HARVEY RUV'INF CLERK OF COURT i1IAMI -LADE COUNTY' FLORIDA LAST PAGE Space above reserved for use of recording office we /c) /6 sJsiorcC ,3 3/2- 2. Description of improvement: ,4C —fhem ` 3. Owners) name and address: s / 1St7' /lf / ®e Sj / 1 71 / Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. /v 1 /7 )6 .c4ei7 5. Surety: (Payment bond required by owner from contractor, if ay & OF FLORIDA ` Name, address and phone number: ESY CERTIFY at P is a Amount of bond $ I411" 11, CERTIFY 7. Persons within the State of Florida designated by Owner 6. Lender's name and address: wok ! Milo I��V Section713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to r eive - opy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner /Manag Prori Prepared By Print Name Print Name /OJA✓t. Title/Office Trtle/Office I nr&c , 4'/ STATE OF FLORIDA 3o -,5 '19 Z_ COUNTY 'F M f• gin ally, or ID as for nally known, or NI produced the following type of - identification: Pi- Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the fact it re true, to the best of my knowledge and belief. acknowledged before me this day of - 3- 17a`ca -30 t- o cer/Director/Partner /Manager who signed above: By Project Address 640 101 Street Miami Shores, FL 33138 -2468 1132060172090 Block: Lot: JOHN GRUNDHAUSER Owner Information Contractor(s) Phone SUPREME ROOFING SERVICES INC (786)229 -9331 CeII Phone Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Amount $18.00 $6.00 $350.00 $12.00 $50.00 ($50.00) $24.00 Total: $410.00 Building Department Copy March 08, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Expiration: 09/04/2010 Parcel Number Phone Type of Work: Re Roof Additional Info: METAL ROOF & FLAT ROOF Classification: Residential Invoice # RF -2 -10 -37142 Invoice Total Amt Paid Amt Due $410.00 $410.00 $0.00 Check #: 1224 Applicant CeII JOHN GRUNDHAUSER 640 101 Street MIAMI SHORES FL 33138 -2468 Valuation: Total Sq Feet: $ 30,000.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof Review Roof in Progress Renailing Affidavit 2 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:_(305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.RV" Master Permit No. 1 26 2010 BY: Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) LI egi Ve' w-S a 11 ' Phone # 3 4. 1 7J7— if ("2-' Owner's Address 6 +O IV City M l t$.vh i 4/1.6- State it Tenant/Lessee Name Email Job Address (where the work is being done) a4 CM 6" ( 0 City Miami Shores Village County Miami -Dade Zip 3 3) Ve FOLIO / PARCEL # 11 °– 3 2,o k, / 7 - 9 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name 3 1 i 7 is 4 2 - ‘SA-)C- Phone # 30 7 -7% C Contractor's Address Sill /l V ( /73 ,5 r °t,4 - a - City /4 Hn �v State pc_ Zip Qualifier Name M r c. F q 1 Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone Architect/Engineer's Name (if applicable) / • Value of Work For this Permit $ g ' 1 b tO �?• []Alteration Type of Work: ❑Addition Describe Work: P ST►► erCE Notary $ Scanning $ ia.00 Double Fee $ Ci -J‘ 92)641 t PAID * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EB bmi ttal Fee $ ` Permit Fee $ Radon $ F 144 CL ©P - I rue. Training/Education Fee $ (04 DPBR $ Violation date: Zip .33 / 2 Phone # �— E -mail /4lAt R„„6 7 /* 33 13 Phone # Square / Linear Footage Of Work: f C) 1 0 ❑New [] Repai tepla c El Demolition . D Be 7 .c ,6 %,it Me o P eetc, �� C7d CCF $ 16 CO /CC .$ Technology Fee $ 244' Bond $ Structural Review. $ Total Fee Now Due $ aa0 '00 See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued ' ' ' 'bsence of such iosted notice, the inspection will t be a d and a reins i ection fee will be charged.. Signature J JL / // Signatur Owner or Agent The foreg ��N_�g instrument was acknowledged befo me this -� e for f� v cAn day o1201D, by �S a '�/ 11CiU V I 1 ' &J 1 identification and who did take an oath. who i ' personally kno tt o me or who has produced NOT ° Y PUBLIC: t Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) gyp. (r"' 44' C�Z1!►1 j4\ 1' 1:6 c oOC" . c 4 re RHO _ Plans Examiner Engineer Contractor instrument was acknowl b Y ged befor me thhii Y Cli � Cart to me or has produced _ station and who did take an oath. NbTARY PUBLIC: 'i I I ' /, f / r r Sign: Print: My Commission Expires: �y,-C..'� f `�* C ,D11. 2 • t,'l * * * * * ** *** * * * * * ** * **** Zoning Clerk checked Owner's Notttication l=lyrm 07 SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 152401 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the ite as been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as ;aj •f the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida %]d' g Code. (The roof deck is usually concealed prior to removing the existing roof system). . Common roofs: Common roofs are those which have no visible delineation between neighboring s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or should notify the occupants of adjacent units of roofing work to be performed. , a 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ved from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of ma . ining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may ca Ise water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original - coofin system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov r oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wit) t o requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the int: for of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, design al by. a.Fjorida - -li tensed engineer or registered architect to eliminate the attic venting, venting shall not . e regtrlr- , ' : • :: : Owner's /Agent's Signature:- �• ;� jy 2#1 Date: Contractor's Signature: Property Address: Permit Number: 1 . Fire Directory Listing Page 2 . From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3 . Design Calculations par Chapter. 6 o: i f • • • Applicable, RAS 127 or RAS 128 • • . •• • • 4 . • Other Compbbentbf Preduct•$►ppraval.' 5 . Municipal rerrpit Application 6. • —_. • Owners liooificdtioq fo;Roffing Considkr Ions (Reroofing Only) •— 7 . Any Required Roof Testing/CalcuI t1On Documentation Roof System Required Sections of the Permit Application Form Attachments Required 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 Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 FLORIDA BUILDING CODE — BUILDING INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: ••• • • • • ••• • • • • • • • • ••• •, • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • •. •• •• ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. 15.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.32 Master Permit No. Process No. Contractor's Name Job Address 646 k & lot 51" It Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) i ? e;1 ,111 t f714 G (� ROOF CATEGORY ❑ Mechanically Fastened Tile t I ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof I. Reroofing ❑ Recovering ROOF SYSTEM INFORMATION •••• • •• • ••• • • • •• • :•.••••••.• • 0 Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) / /4 28740 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) 4 .0/or lili EIIi I■` ■■ ■Ii �r �Il■ ■■■I1 ■■■\ \ ■L1 ■° !■■' ■ ■■1111 1111101111111111 FLORIDA BUILDING CODE — BUILDING 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: 6/fri -44.2 Product Approval No.: e 7° /2 ?) - l f Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation Board: Pmax1:4 • Z Pmax2: Pmax3: r.3 Max. Design Pressure, from the s ific Product Approval system: t " ri /'.$ Deck: Type: /X S r Gauge/Thickness: Slope: /6'' Base Insulation FastenerBondin Material: Nor Act/Alf Top Insulation Layer: , 6 'r261,IF,4 0 Top Insulation Size and Thickness:4)(1 nP " 001). TopAsuulat,on Fa tenerBonding,Material: �'. 4 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Anchor/Base Sheet & No. of Ply(s): /0644 7s-�f 47: a AllchgrB� Sheet S Fastener/Bonding Material: � ¢ a. t. Insulation Base Layer: A/6g NNyb -5O ,. I i Base Insulation Size and Thickness: `1•x4 2 4 i t Z a cr.. r Base Sheet(s) & No. of Ply(s):Tig Vt'z/ / kaiP7lo Base Sheet Fast netBonding Material: Ply Sheet(s) & No. of Ply(s): Top ly Fa tene 4 FLORIDA BUILDING CODE — BUILDING •• •4141 • • • •. 4100 •0 Mater • • • 4141• • • • • • 0 • • • • 4141 • • • ••'•• ••• • • • • • • • • •• •• • 4141• • • Surfacing: h A ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: Field: ! " oc Lap, # Rows 2 @ 9 " oc Perimeter: " oc ti- Lap, # Rows 4. @ 4 " oc Corner: " oc @ Lap, If Rows / @ 6 " oc Field / Perimeter • • • •• • • • • • 410 Corner 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 Parapet Height Mean Roof Height 15.33 Metes Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: Maximum Design Wind Pressures, (From the NOA Specific system): -136.7 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. Roof Slope: Field: "/12" Roof Mean Height: 8'6 ft. Clip or Screw Spacing for Metal Roof Panel Attachment " o/c Perimeters: 111 Number of screws required per clip: Perimeter Width: ft. Miami -Dade County Building Department Electronic Application Section D Sloped System Description Metal Roof Panels [Value Metal 09- 0430.02 " o/c Comers: L " o/c Ell Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: [Continuous clip entire roof w/ # 10 screws Deck Type: ••• • • • • ••• • • • • • • • • • • • ••• • • • • ••••• • • • • • • ••• • • • • •• •• -49.2 P 2: —5/8" Plywood- -78.6 P 3: Optional Nailable Substrate: n/a Optional Nailable Substrate Attachment Method: n/a Optional Insulation: Optional Insulation Attachment Method: Fire Barrier. Elk Verasheild Underlayment Type: Underlayment Fastener Type: 1 1/4" RS nails & caps Optional Peel & Stick Membrane: n/a Metal Roof Panel: •• ••• • • [16" wide panel single lock • • • • • • • • • drip $ize & Gauge: • • •• ••• •• • • • •• Drip Edge Material Type: • • • ••• •• - • • • • • • prig Edge Fagrener Type: • • •• • • • • • • • • • • Hook Stnp7Cleat gauge or weight: — Galvinized Metal- 11 1/4" RS nails @ 4" o/c — Select Hook Strip — ' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Value Metal Corp. 426 NW 9 Avenue Homestead, FL. 33030 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas otherthan Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VMC 1-1.5 Standing Seam Architectural Metal Roof System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • •• ••• • • • • • • • • •• .••• • This revises NOA #08- 0701.04 and consists o£pa s 3 tf rpiigh:6. The submitted documentation was reviewed by Oleic T get .; 041. I 0E0£LSS932:01 • • • • • • • • • •••� • • •• • • • • . . • • • ••• • • • • • . . . • • • • • • • • • ••• • NOA No.: 09- 0430.02 Expiration Date: 08/21/13 Approval Date: Page 1 of 6 ••• • • • • • • ••. • • • • • •.• • . . • • • • • • • • • . • • •• i •. •• • • • • •• • . • tS0179tr2S0£ • J 11:160& 103 11 :LOW 3f11hf1: WONd bee : L0 E092- 92 -Nlflf ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Metal, Panels(Non- Structural) . Materials: Steel Deck Type: Wood Maximu Des n Pressure — 136.75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description 1 -1.5" Standing Length: various TAS 125 Corrosion resistant, ASTM A653 -97 Seam Architectural Width: 16.5" grade C, galvanized steel, preformed, Roof Panel Height: 1.5" standing seam panels. Kynar 500 Thickness: 24 ga. coated, pre - finished, metal panels. Clip Length:120" TAS 125 Corrosion resistant, ASTM A653 -97 Width: 1.5" grade C, galvanized steel, preformed, Height: 1 -5/8" coated, pre - finished, continuous metal Thickness: 26ga. clips. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Product Manufacturer Product Dimensions Description Fire Barrier N/A Fire Barrier for Class `A' fire rating Generic (with current NOA) #30 Felt NIA Saturated organic felt to be used as a Generic nailed underlayment (with current NOA) Bostik Chem -Calk N/A Polyurethane Adhesive Sealant Bostik Ink. 915 Polyurethane (with current NOA) Adhesive/Sealant Fasteners #10 screws Corrosion resistant, pancake head screws Generic TtT °d •• •• . . . • . . •• • ••.., •� • 0 0 0 00 0 . •• • • • • •• • •. • • • • ••• ••• • .• • • • • • • • • .'• ••• •, • •• • • • • • • • • • ••• • NOA No.: 09- 0430.02 Expiration Date: 08/21/13 Approval Date: Page 2 of 6 • ••• • • .• • • • • • • • • ••• • • • • .. • • • • • •.• ••• • • • 0£0£LSSS02:01 . 179k � ' S02 3niun :woai dPT:L0 5002- 92 -Nnf EVIDENCE SUBMITTED: Test Agency Akzo Nobel Akzo Nobel PRI Construciton Materials Technologies Hurricane Test Laboratory, LLC. Hurricane Test Laboratory, LLC. Test Identifier VMC- 004-02 -01 0484 - 0316 -08 0484- 0312 -09 • •. ••. • • • . • • • • • • • • • • • • •. .. ... . . • •• • • • •• • • • • • • •.. • • • • • • • • • • • • • • • • • •• • • • • • ' • • • • ••. . .•• • • • • ••. • • • • • • • • • • • ••. • • • • • • • • • • • • • •• •• • • • • •'•• • •• • • • .• • • Test Name/Ree2Et Date Salt Spray ASTM B 117 Accelerated Weathering ASTM G 23 TAS 100 06/06/08 TAS 125 06/16/08 TAS 125 04/17/09 . • NOA No.: 09- 0430.02 Expiration Date: 08121/13 Approval Date: Page 3 of 6 1 / 1 ' d 0£0£LSSS0£ :01 179309i 72S02 lUdOddO3 1ki1.31,4 3n1dit : WO ld H12 : Z0 2002- 92 -Nnf APPROVED ASSEMBLIES: SYSTEM A -1: Deck Type: Deck Description: Slope Range: Maximum Uplift Deck Attachment: Underlayment: Valleys: Fire Barrier Board: Metal Panels and Accessories: r -1 °d 1 V2" Standing Seam Mechanically Seamed Panel 16" Wide Wood, Non - insulated 19 42" or greater plywood or wood plank 2 ":12" or greater See Table A Below In accordance with applicable building code, but in no case shall it be Iess than # 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19 /32" thick (Minimum' /32 ") the above attachment method must be in addition to existing attachment. Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 'Ao" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Value Metal Corporation's current published installation instructions. • Any approved fire barrier having a current NOA. Or for class A or B fire rating, install minimum 'A" thick Georgia Pacific "Dens Deck" (with current NOA) or minimum 4rnm thick of Tritex, RockRoof (with current NOA) or 5 /8" water resistant type X gypsum sheathing with treated core and facer. Install the "1 -1.5" Standing Seam Panel" and accessories in compliance with the current published installation instructions and details in Value Metal Corporation's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Panels shall be installed with approved Continuous Panel Clips located at each panel side lap spaced with two (2) #10 pancake head corrosion resistant screws of sufficient length to penetrate through the sheathing a minimum 3 116 of an inch, 1 -1/2" apart, at a maximum spacing, listed in Table A below, parallel to roof slope. 2. Seal panels b p14ce 1 -1 /8" d lame ter bead of Bostik Chem -Calk 915 sealant an panecend bdfol tcbtg arlj$cent panel 3. Standingsban s11g 1 thi■nidliaitally seamed to a 90 degree seam, (single lock). ... • • • • • • . . • • • . • . • • • • • O2O2LSSS02 :01 • ••• ••• • • • • • • • • • • • • • • .•• • • • • • • ••• •. • • • • .. • NOA No.: 09- 0430.02 Expiration Date: 08/21/13 Approval Date: Page 4 of 6 • • ... • • • • . . . . . . . . . . . •• •• • 0S009172S02 1tid0dd09 1d13W 9fl1d(1: N0 1J b82:22 6062- 92 -Nf1f Field Perimeter and Corner —84.25 psf — 114.25 psf 18" o.c. 12" o.c. Roof Areas Maximum Design Pressures Maximum Fastener S iacin 1. Extrapolation shall not be allowed TABLE A MAXIMUM DESIGN PRESSURES Perimeter and Corner — 136.75 psf 6" o.c. SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current approved Roofing Materials Directory for fire rating of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Miami -Dade County Roofing Application Protocol RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. • • • 0 OO • • • • • • ... ••• O • • • • • • •'• •• .• • .. • • •' • • • ••• *00 • • • . • • 0 • • • . • • • .0* • • • •0 • • •.• .• . •.' .: • NOA No.: 09- 0430.02 Expiration Date: 08/21113 Approval Date: Page 5 of 6 T / T ° d 0202LSSS02 : 01 17S0091'2S02 1kiel0&I0O 1b13W 3f11UA : Wadd J62 : L0 6002- 92 -Nflf JUN -26 -2009 07:31A FROM :VALUE METAL CORPORAT 3052460054 • • ••• • • • . • •. .• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • 9 1 9 abed :a3BQ isAcaddy £U1rJ90 muck norpmfdxa ZO'0£P0 :'oN VON • ••• •• • • • • •• • • • • • • • • • • • •• • • • • • • • • • •.• ••• • • • • • . •• • • • • • •• • • • .•• • TO :3055573030 Pi ,' 1 •• • • • •w 011 •. • • • aaw.raoarsitht gita }Tamils Za ora LLO T,TH,72W IAIVRS ONI[GNIVJ.S 44Z1I weas aai6ap 06 6uiwees amps 71 - 11 sonduR Loud 1PR -13 - '2009 04:16P,FROM:VALUE METAL CORPORAT 3052460054 VMC STANDING SEAM (8X} STTCH SCREW AROUND BOOT VENT PIPE FLASHING DETAIL r i • i — ROOFTOPGUARD o UNOERLAYMENT PLYWOOD SUBSTRATE UL -90 PANEL CLIP W/ AD SCREWS PANCAKE N •• ••• • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • ••• • • • • • • ••• • • • • • •• • • • • • • • • • .• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • VENT PIPE -- VALUE METAL CORP. APPROVED SEALANT STAINLESS STEEL PIPE BAND RUBBER BOOT • • • • • • • • • • • • • • •• • TO:3055573030 P.6/11 ° X i" BUTYL TAPE PANEL APR - 13-2009 04:16P FROM :VALUE METAL CORPORAT 3052460054 VMC STANDING SEAM VALUE METAL CORP APPROVED SEALANT BETWEEN SEAMS ROOFTOPGUARD UNDERLAYMENT EAVE TRIM EAVE DETAIL MA cON FASCIA TRIM (OPTIONAL) •• • .• • • • • • •• • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • 0 0 •• • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • • ••• • • • 000 • • PLYWOOD SUBSTRATE TO:3055573030 P.7/11 TRIM BOARDS PANEL PANEL CUPS W/ (2) #10 X 1 PANCAKE HEAD SCREWS #10 x 1" PANCAKE HEAD SCREWS ® 6" O.C. $IPR- 13 04:16P.FROM:UALUE METAL CORPORAT 3052460054 VALLEY DETAIL PANEL VMC STANDING SEAM NOTE; LAPS IN VALLEY ARE 12" MIN. VMC APPROVED SEALANT IN ALL LAPS IN VALLEY, Two ROWS OF SEALANT 517 ; WEEN VALLEY LAPS, 4" UP rr LAP. PLYWOOD SUQSTRATE °� °w`;�i ;• • • • •• • • • • • •• • • • • • • • • •• • •• •• • • • 0 • ••• ••• • • • • • • • • • • • • • • • • • • • • • • -• • 0- • • • • • • -0 •• • • • • • • • • • ••• • •• • • • • • • • • • •• • • • ••• • • • • • • • •• • • • • • • • • • • • • •• •• • •• • • • v� TO:3055573030 P.8/11 x PANCAKE Hap SCREWS 8 O.C. ROOFTOPGUARD c UNDERLAYMENT APR - 132109 04:16P FROM:UALUE METAL CORPORAT 3052460054 TO:3055573030 P.9/11 • VMC STANDING SEAM PLYWOOD SUBSTRATE ROCFTOPGUARD o UNDERLAYMENT PANEL CUP W/ (2) #I0 x 1" PANCAKE HEAD SCREWS NOTE; MIN. LAP ON ALL HIP AND RIDGE •• ••• • •• CAP IS 4 ". VALUE METAL CORP • APPROVED SEALANT IN ALL LAPS '. .' o OF HIP AND RIDGE CAP. .. • ••• •• • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • RIDGE CAP CAULK SEAMS -- VERTICALLY W/ APPROVED SEALANT 4 HIP / RIDGE DETAIL • • •• •• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • -• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • vALUE METAL, CORP. 80X END OF PANEL VALUE METAL CORP. APPROVED SEALANT S.S. POP RIVET [-- 0 18' O.C. Z CLOSURE PANEL. APR -13 -2009 04:17P FROM: VALUE METAL CORPORAT 3052460054 TO:3055573030 P.10'11 VMC STANDING SEAM PANEL END 0` a ; -.` ∎` �� tax ms W QC la 1:111P 0 o� C Seett=�mOa1� V. 1 0a � a 90' SEAM .. . •• • • • • • .• • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • •• • 10' CONTINUOUS CL) ' F APR - 30=2009 07:24AFROM:UALUE METAL CORPORAT 3052460054 T0:3055573030 P.1.2 'TOFU.R25953 - 'Roofing Systems Page 1 of 2 ONLINE CERTIFICATIONS DIRECTORY pgas Bottom See General Information for Roofing Systems VALUE METAL CORP 426 NW 9TH AVE HOMESTEAD, RI. 33030 USA TOFU.R25953 Roofing Systems Roofing Systems One or more layers of EIk Corp. "VersaShield Underlayment," mechanically fastened, may be used In lieu of the Barrier Board In all combustible Classifications. Any UL Classified peel and stick underiayment may be used In conjunction with either "VersaShield" or a Type 30 base sheet, in any of the following systems. 1. Deck: C -15/32 2. Deck: Spaced Sheathing Questions? OTHER SYSTEMS Class A Incline: Unlimited Harrier Board: — G -P Gypsum 1/4 In. min DensDeck ® board or 1/2 In. min. UL classified gypsum board with all joints staggered a min of 6 In. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base /ply sheet, Type 15 or 30 felt or UL Classified prepared roofing accessory. Surfacing: — Coated Steel roofing panels identified as "5 -V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. 2. Deck: C -15/32 or spaced sheathing Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShleld Underlayment ", mechanically fastened. Ply Sheet: — One layer Type 30 base sheet or "VersaShleld ", mechanically fastened. Panels: — Coated Steel roofing panels Identified as "5-V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. 3. Deck: C -15/32 or spaced sheathing incline: Unlimited Underlayment: — One or more piles Elk Corp. "VersaShleid Underlayment ", mechanically fastened. Panels: — Coated Steel roofing panels identified as "5 -V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. Claps H 1. Deck: C -15/32 Inclines Unlimited Underlayment: — One layer Elk Corp. "VersaShleld Undertayment", mechanically fastened. Panels: — Coated Steel roofing panels Identified as "5 -V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. •• ••• • • • • • •• • Inane: Vann kited • • • • • •• • • • • ••• • • •• ••• •• • • • •• Underlayment: — One layer Elk Corp. "VersaShleld Underiayment ". Panels: — Coated Steel roofing panels identified as "5 -V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. I.ast.Updeted on 2006 -10 -08 • ••• • • • • • • • • • • • • • • • • • • • • If • Noticeap�slscl . . • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R25953 page Top Copyright td 2009 Underwriters Laboratories Inc.® http: / /database.ul.com /cgi- bin /XYV /template /LISEXT /1FRAM... 3/27/2009 APR- 13 -2Q09 04:17P FROM:UALUE METAL CORPORAT 3052460054 VMC STANDING SEAM • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • •• • • • • • • • • • ••• • ••• • • • • • • • • • •• •• • • • • • • • • • • • • 1 • • • • • • • • • • • • • • ••• •J VMC STANDING *ilVI4 • •ISE..• : 1 2 " - 24" 1.5" MECHANICAL SEAM VMC 10 CONTINUOUS CLIP TO:3055573030 P.11/11 1 APR. -3C, -2009 07:24A FROM:UALUE METAL CORPORAT 31352460054 TO: 3055573030 P.1'2 TGFU,R25953 - Roofing Systems OIIILIfIg_CERTIFICATIONS DU1 CT®RY page Bottom See Cenerfil Information for Roofing Systems VALUE METAL CORP 426 NW 9TH AVE HOMESTEAD, Fl. 33030 USA One or more layers of Elk Corp. "VersaShleld Underlayment," mechanically fastened, may be used in lieu of the Barrier Board In all combustible Classifications. Any UL Classified peel and stick underlayment may be used In conjunction with either "VersaShleld" or a Type 30 base sheet, In any of the following systems. 1. beck: C -15/32 1. Deck: C-15/32 2. Deck: Spaced Sheathing Qkestlons? Notice of Disclaimer TOFU.R25953 Roofing Systems Roofing Systems OTHER SYSTEMS Class A Incline: Unlimited Barrier Board: — G -P Gypsum 1/4 In. min DensDed( board or 1/2 In. min. tJL classified gypsum board with all joints staggered a min of 6 In. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base /ply sheet, Type 15 or 30 felt or UL Classified prepared roofing accessory. Surfacing: — Coated Steel roofing panels Identified as "5 -v Crimp" or "1.5 Standing Seam" panels, mechanically fastened. 2. Deck: C -15/32 or spaced sheathing incline: Unlimited Underlaymant: --- One layer Elk Corp. "VersaShleid Underlayment", mechanically fastened. Ply Sheets — One layer Type 30 base sheet or "VersaShleld ", mechanically fastened. Panels: — Coated Steel roofing panels Identified as "5-V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. 3. Deck: C -15/32 or spaced sheathing Incline: Unlimited Underlsyment: — One or more plies Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels: — Coated Steel roofing panels identified as "5-V Crimp" or "1.5 Standing Seam" panels, mechanically fastened. Class B Incline: Unlimited R25953 Underlayment: — One layer Elk Corp. nVersaSteed Yedsrtgyraent"•, mechanically fastened. Panels: — Coated Steel roofing panels IdentIfI as "5 .4.1Cr* " cr 1.59St ;nd Seam" panels, mechanically fastened. • • • • • • • Wesel etlllmifkd • • • • Underlayment: — One layer Elk Corp. "VerseShiejMinderlg ent'j • • Panels: — Coated Steel roofing panels ident fie as:5 -V Cri :p" dr " *.5 Standln�Seem" panels, mechanically fastened. Last Updated on 2008 -10 -08 • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Paae Top Page 1 of 2 Copyright ref 2009 Underwriters Laboratories Inc.® ' on BUILDING- CODE Cm:MANCE OFFICZ (BCCO) FRO11UCT CON ROLDIMON NO IICE OF ACCEPTANCE , OA OAF Material. Corporatio 1361 Alps Road Warne, NI 01410 SCOPE This NOA is being issued underthe applicable aisles and regulations governing the use of oonstruetion materials. The documentation submitted has been reviewed by the BCCQ and accepted by the Building Code and Product Review Committee to be used i Miami Dade County and other arms where allowed by the Authority Having kri diction (AM). This NOA shall not be valid, after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the ART (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 a`nateria1 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Atil may imunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. B.ORA reserves the right to revoke this aooeptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-14 f System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufa rsr's name or logo, city, state and fallowing statement "Miami -Dade County Product Control Approved °, unless otherwise noted herein. RENEWAL of this NOA shall be considered aver a renewal application has been tiled 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 autoratical_ly teeaninate this NOA< Failure to comply with any section of this MA shy be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mir -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 entity. 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 4 the request of the Building Of eta 1. This NOA renews and revises NOA. Noel - .05:ancraorisiksarpag 1 through 19. The submitted documentation was revielseed bnFc gi t 441 11 ON • ••• • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • MIAMI DADS COUNTY PLoRIDA METRO -DATE FLAGLR 1 (try DZNt 140 WEST rmasa STREET, SUM 1403 IMAM OR1 DA 33136 -1563 (305) 375.2901 FAX (305) 375-2908 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • .• • • • • • • • •• • NOA No.: 07- 1219.09 bipiration Date: 11/04/13 ApprOvaI Date: 03/20/08 Page 1 or 19 LbOIAVIN 60R/ T1 ROOFING OOFIN SYSTEM APPROVAL Cate wrI: SubmCategpm, Deck Tyne: Maximum Desx Pressure GAP Mineral Shield Granules Leak BusterT"r Matri Tm 305 Fibered Asphalt Emulsion Leal[ Busterm MatrixxM 303 Premium Fibered Aluminum. Roof Coating LeakBusterT Matrixua 322 Elastomeric Roof Coating LeakBusterTT MatrixTM Select Asphalt Emulsion ibered 306 I eak B1sterTM MatsixTM 204 Wet/Dry Roof • Cement RUBEROID' Madded Bitumen Flashing Cement LeakBusterTM Mat rixTM 2.01 Premium SBS Flashing Cement GAFOLA,S #7S LZti9 'ON Reofmg BUR 'Wood -75 psf ODE NAMES OF PRODUCTS 4.0113FACIVRED OR LABELED BY APPLICANT: PAWL 1 'Test Product Diktkellia0IIS eci catf n. Leak BusterTm Matrix"' 3, 5, 53 gallons 307 Praarium Asp 1t Piirner 60 & 1041b.. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in bat-up =fang, Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Man ral ShieldTM Cfsanules shall be used for flashing applications only Surface coating for smooth s rfaced roofs. ASTM D 1824 Pibered aluminum coating. EIastomerle roof coating, Asphalt emulsion /bored. ASTM D - 486 Refined asphalt blended-with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber rein foroed, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impreg ated and coated gtass•ra at wide .•• ••• • • • • •h esheet. • • •• . • • • . • . • ... NOA No.: 07- 1219.09 • • • • • .. • • Zxptration Date: 11104/13 • • • • • • Approval Date: 03/20/08 • • • • • • • • Page 2 n 19 • • • • • ••• •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • .. • • •.. • • • • .. • • Prod w t DP C�1p Ltv4IWVIN 4UdL.: Z 600Z '91 '833 "r oduct GAFeLAS ® #SO ULTIMATm &se Sheet 0.AFGLAS Flex PlyTh 6 . G 1 GLAS Ply 4 GAPaLAS Kmeral Surfaced Cap Sheet GAFGLAS EnergYCapmvi Mineral Surfaced Cap Sheet . GAFGLAs® STRATA.vENT E1rTM Perforated GAFGLAS+ Plashing G_AFGLAS STRATAVEN'Tm EliminatorT 4 Nailable RLIBERO]D SBS Reat-We1dmm Smooth RUBERGID SBS Heat Weidt Granule RUBEROle SBS Heat WeldTM 170 PR. RUBER7ID' SB5 Hest- We1dTM PLUS RUBBRQJD SBS HtWe1dTM PLUS FR IWBER01D SBS Heat- We]dTM 25 RUDELWwp Modified . Base Sheet 'd L 6 b9 'ON Dimensions 39.37" (1 oiler) wide 3937' (1 meter) wide 39.37" (1 meter) wide 3937" (1 met) wide 3937" (1 meter) wide _ 39.37" (1 meter) wide Various 3937' (I meter) wide 1 metier (3937') wide 1 meter (3937') wide I meter (3937') wide 1 meter (39.37') wa 1 meter (3937") wide 1 ureter (39.37') wide 39.37" (1 meter) wide .. • • ••• • • • .. • ••• • • • • • • • • • • • •• • • Teat Product Sriec cation. Descriptfrn ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet AS Ivi D 2178 Type VI asphalt impregnated. glass felt with asphalt coating. AST]vf D 2178 ASTMD 3909 ASTM 1 3909 AS'1M D 4897 17 3672 ASTM D -6164 ASTM D -6164 ASTM D4601, •..75113. 11, J3L. .14 . • . . Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet irnpreguated and coated on both sides with asphalt. Surfaced on the bottom side with mineral graxules eanbedded in asphaltic) coating. Non-Woven Polyester mat coated with polymer-modified asphalt and smooth surfaced. ASTM D-6164 Non - Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non - Woven Polyester mat coated with fire retardant polymexmo ified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced vith mineral granules. Non-Woven Polyester mat coated with lire retardant polymer modified asphalt and surfaced with mineral granules. Non- Woiren Polyester mat coated with poly r m©dif ed asphalt and smooth surfaced, Premium glass fiber reinforced SBS „noed base sheet ASTM D 4897 D 3672 ASTM D$164 ASTM D-6164 AS' D -6164 ••• • • • • • • • • • •••• • • • .• • • • • •.. • • • • • • • • • • ••• • • • • • • • • • • • • • ••• ••• • ••• • • • ••• • • • . • • Type f4I asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber at cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet steed with mineral granules with factory applied layer of TO C OAT Energytotew Met-glass be sheet impregnated and coated on both Sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations • • • • • • • • • • • • • • .• • • • • • • • ••• . • • • • NOA No.; 074219,09 Expiration bate: 11/04/13 Approval Date; 03h0/08 Page or 19 L NIVIW WdL.:Z 6900Z'9I'n,1 Product RIZERO133 20 R1UBBRO.I:t7 IMIop Grannie RUBEROM Mop plus (Granule) 1tUI3k:R.41D "` MOP Smooth RUBERQID''' MOP 170BR RUBBROID MOP FR RUBFRoID TORcal Smooth RIEER.03D TORCH Granule RT.,113ERoI0 TORCH PENS (Granule) RUBEROEP TORCH PR R.UBEROD TORCH RUBB1RQID 30 BITBERO.I 30 FR RUBEOID 1 LTRACT AD RUB ERC}3D Dual. FR Vent Stack (mental and plastic) 'd /D9 ON Dlnlensto]s 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) ' wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937' (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide 3937» (1 meta) wide 3937" (I meter) wide 39.37" (1 meter) wide 3937' meter) Wide • .. • • • • • •• • • • • • • • • • •• • • •.• • • • • • • • • •• • • ••• • Test S ac ataon ASTM D 6163 ASTMD 5147 ASTM D 6222 ASTM D ASTM I) 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD 6164 A.STMD 5147 ASTMD 6164 ASTMD 5147 ASTM D 5147 AS7M A 5147 . ASTM D 6222 ASTM D5147 ASTMD 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 MTh D 6163 A,S IVL 5147 ASTM D 6163 ASTM Z) 5147 ASTM B► 6298 ASTMD 5147 an ) 6164 ASTMD 5147 . �• • Product DescrxpL©as SBS modified asphalt base sheet and urterply sheet reinforce with a glass fibor flat. Noa woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules_ Non -woven polyester mat coated with polymer modified asphalt and outfaced with mineral granules. Non - wavers polyester mat coated with polymer-modified a. phalt arid smooth se& Non - Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Mon - Woven polyester mat coated with fire retardant polymer modified. asphalt and surfaced with mineral ,granule . s. Heavy duty, polyester reinforced, asphalt modified bitz».en membrane, smooth surface. Asphalt impregnated, coated felt, surfaced ,with utiJieral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt EUo difzed bitumen membrane, granule surface. Heavy duty. polye f r reinforced, coated with are retardant asp}tait modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. 1V'cra wovven fiberglass neat coated with fire retardant polymer modified. asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, Pot mier modibied . asp It and surfaced with mineral granules. :Otte way valve vent used to relieve built-up � prese within the roof system. GAP Vent Saab are available in metal or plastic. NOA No.: 074219.09 • • • Expiratiou Date: 11/04/13 • • • • • • • • • • • Approval Date: 03/20/08 • •••• • Page 4 of 19 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • L17OIWVIW 6NdL. 60R"9 'nd Product Leak ;; usteTrh Matriell 302 Non Fibered Aluminum Roof Coating CAP Built-Up .Roofing Asphalt RU.I3BRO1D MOD Asphalt, Asphalt L & Asphalt P teak Buster Tt Matrkvmna 602 Leak BusterTM MatrixTM 715 LeakBuster m MairtiO4 5'31 We iilfirepte SaamCotew FireOutha VersaSh field'' VersaShield FB S VersaShiele FB-28 T PCDAT*PireSbieIe Leak BusterTM .MatrixTM 201 SBS Flashing Cement Leak BwsterTM Iuraxm .1 02 SBS Adhesive Leak Eustertm MatrixTM 202 SBS Flashing Cement Leak Bustermt MatrixTM 203 Plastic Roof Ceme Leak BUSter;M M 103 Cold Process Adhesive d /I?9 '0N Dimeosi 5 gallons 100 lb, cartons, bulk 60 lb. kegs 5 gallons 5 ga1 • 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallon 5 gallons S gallons 5 gallons 5 gallons '5 gallons • • Pattillf 1)3 aI � tr`:'lr elpplied Asphalt Adhesive. • • •• • • • • • • • • •• ••• •• • • • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • •• •• • • T -Product Specification Description ASTM X72824, Non - fwd aluminum pigmented, asphalt Type I roof coat; g. ASTM D312, Types I, f and IV proprietary ASTM D -412 ASTM D- 21 -96 ASTM D1475 ASTM B-1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 • ••• • • • • ••• • • • • • • • • ••• .nerpIy mopping and =facing asphalt. SEBS modified asphalt, Surface coating for smooth surfaced and n ineral surfaced roofs. Surface coathg for smooth surfaced anri mineral surfaced roofs. •Surge cog ng for smooth su_• and and minaral surfaced roofs_ Plastomerlo roofing membrane. Low VOC, fire barrier coating. Non- Asphardo Piberglass -Based Undo—lament. Non- Asphaltic Fiberglass -Bayed Underlayment. Non - Asphaltic Fiberglass-Based Underlayment, Blastancrio roofing membrane Cold Applied Modified SFBS Asphalt Adhesive — Plashing Grade. Cold Applied Modified SEES Asphalt Adhesive. Cold Applied Modified SE BS Asphalt Adhesive —Flashing Grade, Standard Plastic Asphalt Roofing Cement • • • • • • • • • •• •• •• NOA No.: 07x219.0 Expiration Date: 11/04/13 Appravai Date; 03/20/08 Page 5of t9 VvOIAVIW NdL.: Z 60E7 '99! '93J Product of uct Leak Bustermi Matrix 303 Fibered Aluminum Roof Coating Leak Buster Ma 304 Non Fibered Aluminum Roof Coating APPROVED INS13LA IONNm Product Name. EnergyGuardrM RA, RN Composte A & N EneroGnarerm Fiberboard. Eaer<gytmardm Pernialite EnergyGuardm GAPCANTru EnergyiCruardnl Petmaiite Recover Board EnergyGuardmi Tapered Edge Strip EnergyOusrdlm P4rlite ergyQitard High Density Fiberboard Rrtat EuergyGoardmi Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck; Delfts Deck Prime, Dens DeoleDura CxuardTM strutctodek SecurockTm Guardm Composite LZ19'ON Dimensions 5 gallons 5 gallons Test Sae cation ASTM D 2524 ASTM Noll- Tered ltlrniuum pigme asphalt Type T roofcoa. 4 " Table 2 Product Dessriptlor P©Iyisoayanurate than insulation, high ate foam insulation with high density fiberboard or p p write insulation „ Fiberboard insulation. Perlite insulation board. Cut perliii board Perlite recover board Tapered perlite board Perlite insulation. board High density wood fiberboard insulation. ?olyisocyanuratewwod fiberboard composite Polyisoeyanurate/wnod fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board • ▪ ••• • • • • • •• • • • • • • •• • ••• •• • • • •• • ••• • • • • • • • • • • i • • • • • • • • • • • • • • • • • • •. • • ° • • • • • • •... ••• • • • • • • • • • • • • • •• •• ••• • • • . ••• • • • • • ••• • • • • • • • • • • •• • • ••• • .Product Description Pibered aluminum eaating,. Manufacturer (With Current BMCA , GAF Materials Corp, GAF Materials Corp. GAF Materials Corp, GAF Materials Corp.. GAF Materials Corp. GAS' Materials Corp. GAF Materials Corp. GAF Materials Corp_ BMCA BMCA generic generic generic G 2 Gyps Corp Knight Celatex USG Corporation I OA No.: 67- 1219.09 Expiration Date. 11/04/13 Approval Date: 03/20/08 :Page 6 of 19 LbOIWVIW INdd.: FUOZ '91 'Ohl An'ROYKD FASTENERS: Fastener Number L6179 'UN Product Name 1. Dril Tecf #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy • Duty RvafingFasfoner 2. Drill -TeeTm ASAP 3. Drill-..Teo #12 or #14 Standard screws with Aeon'Frac Plate 4. Dail -Tecrm (alvalutns Plates 5. Drill-Teem Polypropylene Plates 6. Drill -Teem Acr,,uT'aac Plate )VENCE SUED: Test AL Factory lviutual Pe march Corp. PRI Asphalt Technologies, Inc. I1T of.S. F1. •• TABLE 3 Product Description Insulation fastener and Base Play faner for steel, wood & concrete decks. Pre-assembled Drill- Teem Fasteners and metal and plasiio pl. Base sheet fast° i g assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Ga]'lunae�` coated steel plate. T es t I T. 2B 8A4,AM ax 3B9Q1.A111 J.t. OD0A8.AM .T.i. 0D1A8.AM l 0Y9QS,AM 3029832 GAF - 012 -02 -02 OAP- 020 -02-0J 02-005 02 -014 •• • ••• • • • • • O • •• • •••••••• • • • • • ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • •• ••••' • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• • • • • •• ••• • • • • • • • • • • •• •• •• Manufacturer Dianenevur (With Current NOA) Various GAF Matezials Corp. Various GAF Materials Corp. Various OAF Materials Corp. 3" and 3 W' GAF Materials Corp. 3' and 3 " GAF Nigeria's Corp. 3" Square OAF Materials Corp, Descripam, D 4470 4470 4470 4470 -TAS 114 4470 - TA.S 114 4470 - TAS 114 Physlcal Properties ASTM D 4977 TAS 114 T4wS114 07,02.97 01.08.98 07.09.99 07.29:94 04.01.98 05.11.017 11,06.01 02.01.02 01.18.02 .03.22.02 NOA. No.; 014219.09 Expiration Date; 11104/13 Approval Date: 03/20/08 Page 7 of 19 Ct�0I VIW Na. : 6OR '9l 'd33 APPROVED ASSEMBI1E s Deck Type 1I: Wood, meted Deck1leseriptioa: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt All General and System Limitations shall. apply. One or more layers of any of the foIlowmo insulations. - ° Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate onIy =S, plastic plate only (Table 3) Density /ft2 P EnergyGuaxdlx, EnergyGnarqm Composite, EverGuard EnergyCuardTm RA, EnergyGuardxm RA Composite Minimum 1" thick N /A' N/A EnergyGuardTm High Density Wood FF'ber,EnergyGuardTM Recover Board, Wood Fiber, Minimum W' thick • N/A N/A EnergyGa1jTM ?erlite Minimum %" thick N/A N/A Fiberglas (Min. is /16 thick) N/A N/A _Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt witkittt the EVT range and at a. rate of 20-40 Ibs/101111 Please refer to Roofing Application Standard RA9117 for insulation attachme et. Insulation listed as base Layer only shall lm used only as base layers with a second layer of approved top Layer iiusnlatio i installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a or of GA 'GLAS ST AY"A`i NT Eliminatorua Perforated laid dry or a layer of EnergyGuardTM Ferlite or wood fiber overlay board on all isocyannrate applications. Fire Barrier: (optional) 8 •d 1.6'6 ON PireOutTM Fire Barrier Coaling, VersaSbield Asphaltic Fil rglaasBased UnderIayment or SecurockTm. Anchor sheet: GAFCLAS #80 ULTIMA7M Base Sheet, STRATAVBN`I! BlirninatorTM Nailable, RURER01D Modified Base Sheet, RUBEROID 20, RUBEROIft Heat-Weird Smooth or RUBBR.OU Heat We1dTM 25 base sheet mechanically fastened as described below; Fastening Options: GAPQLAS Ply 4, OAFGLAS Flex PIyTM 6, GAPGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring-shank nails and tin caps at a. fastener spacing of 9" o.e. at the lap staggered and in two rows 12" 0.0. in the field_ • (3 axrmum De:sign 1'ressrge► a le � Generaf: t kiitationi #7) • • •, •• • • • • • . . . • • . ••• • •• ••• • ' • ' • • ..' NOA No.: 07- n19.o9 • • •• •• • • • . • • • .'. • `F, Date: 12J04/13 • • • • • •• • •• Approval Dap g e of 19 8 • • • • ••• • • • • • • ••• • • • • ••• • . • • • •• •• •• . • • • • •'•• • •... 117 0110 IIN Ad :6 6006 '9l 833 Fastening Options: GAFGLAS Ply 4, GAPGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Teo- 12 stand S14 or # 15 Screws and 3" Drill -TeGTM steel plate or Dxx71 TeoTM Acca.Trac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.o. in the field ofthe sheet. (M?xii rata Design Pressure —15 psi; See General Limitation #7) GA?GLAS Flex ply= 6 GAIrtGL4S #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.o, at the 4" lap staggered and in two rows 9" c.c. in the field. (Maxbnum Design Pressure 52.5 psi; See General La'miia Lion #7) MPGLAS 6 #$OULTI1vTA' , RUBEROID RUBEROM ® Mop Smooth, base sheet attached b deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c, at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center ofthe membrane. {Mawi/num Design .Pressures -64 psf, See General Limitation #7) GAPOLAS #75 Base Sheet or any of above Anchor sheets attached to deck with DrillTeoTM #12 standard, #14 or # 15 Screws and 3" Drill-Tecr steel plate or Drill Tec*M AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Nature See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill Teo '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 —6O psf, See General Limitation #?) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecrM #12 standard, #14 or # 15 Screws and 3" Drill-TecT steel plate or Drf l -TeeTM AccuTrac Plates, 8" o.c. in. 4 rows. One row is in the 2" side lap. The other rows a o equally spaced approximately 9" o.o. in the tieldof the sheet (n2'aximumlkeslgu Pressure —75 psf, See General Limitation #?) Base Sheet; (Optional) hrstall one pl ► of GAFOLAS #75, GAFGLAS' #80'i1LT1 MATY Base Sheet, GAFGLAS STRATA.'VENTe Eliminator= Perforated, RUBBROEP1Viodified Base Sheet, RUBBROlif Mop Smooth„ RUB ROOID® 20 RUBERO1D Heat-Weld= Smooth or RUBEROID Heat-Weld= directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the BVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Ply* Sheet One or more plies GAFGLAS PLY 4, GAPGLAS° Flex PlyTM 6 sheet, #80 Ultima, RUBEROrD Mop Smooth or RUBBROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 ibsfsq. 6 'd LZti9 'ON • • • . • • •• • • • •. ••• • • • ' •• • • ' • • • • • ' • ••• • ••• NQ#,No.: 07- 119.09 . • , • • . Tpiration Date: 11/04113 . . . . • • . • • • • • • • • • • • • approval llama: 03/20/08 • ••• Page9of 19 • •• • . • . • . • ; , • , •••• • • • . .•. •• •• • • • • • • • • "• 'LYOiWVIW 4NdO.: 6402 '9l, '83d Cap Sheet: _ (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS Mineral Surfaced Can Sheet adhered iA a'f ill • mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs sq Surfacing: (Optional, required if RUBBROID MOP &booth or kTJBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag died at 400 lbs./sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs sq. or applied in a flood coat of Leak Buster MatrixrM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. G.AFGLAS Mineral Surfaced Gap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capshcet adhered in a full plopping of approved asphalt applied within the EVT range and at a rate of 20 401bs. /sq. 3. Leak Busters MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galsq. 4. Leak Buster= MatrlxTM 715 , Leak BuSterTM Ma2rixTM 322, TOPCOA'I M3+, TOPCOAT° Fireshield EIastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrIxTM 602.103 Xtra Elastomeyd Roofing Membrane, EnergyCote l roof coating applied at 1 to 1.5 gal /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshiele SB Solvent based Blastomerio Roofing Membrane applied at lto 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes, Maximum Design Pressure: See Fastening above. APPROVED 01 'd LD9 'ON •• • •• ••••••••.• . •: • •• ••• •. '.' .. •• • • • • • NOA Igo.: 01-1219.09 • • • • • • . xpirstion Data 1.1/04/13 • • • • •• •• • • • • • • ; . . • A Date: 03/20/08 • • ••• Page 10 of 19 ••• • • • • • • • • • • • • • • •• • • • • • . • . ••• • • • • • • • • • • • ••• • • LtgOrvoIN Nc18.: 6002 '91 '23d • WOOD DECK SYSTEM LIIMITATION 1 A slip sheet is required with Ply 4 and Flex Pl Yrio 6 wile]] used as &mechanically fastened base or anchor sheet, 2. Minimum Ve Dens DckTM or V2 TYPO X gypsum board is acceptable to be histalled directly over the wood deck. GENnIAL 1. Fire classiEcation is not part of this acceptance, refer to a sament Approved Roofing Materials Directory for fire rathags dthis product. 2. Insulation may be installed in multiple layers. The 'f.trst layer shall be attached in oomplianoe With Product Control Approval gaidelines. All other 'suers shall be adhered in a full mopping of approved asphalt applied within the EVT•rauge and at a rate of 2040 lbs./sq., or mechanically attached. using the fastening paitern of the top layer 3. All standard panel sizes are aoceptable for renal attarAMent. When ppried in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on ail applications over closed cell foam insulations when. the be sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot nioppi?sg with approved asphalt, 12" diameter Oiroles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap arid one down the center of the sheet allowing a continuous asea of ventilation. Encircling of the strips is not acceptable. A 6" break shall be plaw..d every 12' in each ribbon to allow oross ventilation - Asphalt application of dales system shall be at a - rcirtirnui 11, rate of 12 lbs./sq. Noter, Spot attached systems shall be limited to a maximum design pressure cd`sets psf. 5. Fastener spacing for insnimss attacs i b o a mi Charadmistio Force (F') va of 275 If., as tested in compliance with Testing AppEcation Standard TAS 105. lithe fastenm- value, as tested, are below 275 lbe insulation attnnbment shall not be acceptable. 5. Fastener spacing for mechanical attachroeut of anohor/base sheet or-membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific systom. 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; Arolliteot, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall tutliz© the withdrawal resistance value taken froin Testing Application Standards TAS 105 and calculations in compliance with • Roofing Application Standard RAS 11:7. 7. Perimeter and comer meas shall comply with the enhanced uplift treasure requireinents of these areas. Fastener densities shall be increased for both insulation end base sheet as calculated in compliance with Roofing Application Standard RAS 3.17. Calculations prepared, signed and sealed by a Florida registered Professional Pagineer, Registered Architect, or Registered Roof Consultant (When this limitation is S p e cif Ica lly referred within this NOA General Limitation #9 will not be applicable.) B. All attathrnent and sizing of perimeter nailersonetal profile, and/or Bashing termination designs stall conform with Roofing Application Standard BAS 111 and applicable wind load tequirements • . The maximum deined pressure limitation listed shall be applicable to all roof pressure zones (Le. field, peril/Wen, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (..e. perimeters, Intended comers and oornera). Melt this • limitation is specifically referred whhha this NOA, General limitation 07 will not be applicable.) 10., All products listed herein shall have a quality assurance audit in eneordanoo with the Florida, Buildg Code and Rule 9E-72 piffle Florida A,dministall% END OF T /7,t9 ••• • • • • • • • • • • • • ••• • • • • • • • •• 10 • • ••• • • • • • • • • • • • • • • • • • • •• • •• ••• • i ;A r IAJWTIAI NOA. No.; 07-1219.09 • ••• ••• • • • • • • • • • • _ • • Expiration Date t 11/04/13 • • - • • • :1 • ... • • Approval Date: 03/20/0S • • • • • • • • • • • • • • • • • . • • Page 19 01 19 • • :7 (,007 '0: • J UL Online Certifications Directory OCD Home Quick Guide Contact Us UL.com TGFU.R13O6 Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Roofing Systems "Ruberoid20" or "Ruberoid Modified Base Sheet" maybe utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 A-in. thick (minimum) gypsum board or 1 /4 -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard T M Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it mast be placed below the overlayment board. Multiple plies of "GAFGLAS Ply 4 ", "Tri-Ply Ply 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGnard TM Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent 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 "EVERGUARD" insulation in any of the following systems. • • • ••• • • • • • • .. oo Unless otherwise indicated, the roof insulation is megDemi illt g astetteil4d? red with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any oft foUoWingqrassfications include "ENERGuard EPS Insulation ". ••• ••• ••• • • • • • • • ••• •'• References to glass fiber insulation include "Ener d'Fi1 glass �nSulatgo�". • •• • • • • • • • • ... file: / /C:\Documents and Settings \bmiam irmidzkoallettit Internet Files\... 5/18/2009 Page I3ot e n R1306 ' ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet", "Tri-Ply #75 Base Sheet ", or "GAFGLAS #80IJLT.LlV1A" Amite_ 9 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)." Perforated to oe loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "Tri Ply 4" or "GAFGLAS Ply 5 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed oelow. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B 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 effect the rating. The use of /z - in. minimum gypsum board is an acceptable alternate for insulation over C - 15/32 decks. The use of polystyrene insulation board between minimum 3 /4 - 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. " EnergyGuard RA" or "Tapered EnergyGuard RA" or " EnergyGuard Composite RA" may be substituted for any Atlas 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-Ply Ultra- Flexiblg •Ply' 6 are suitable A.lt ernates to "GAFGLAS Ply 6 ". • • ••O ....•• • "GAFTEMP Permalite Recover Board" may be used` an4iJu'o ai i culation in any of the following NC Classifications. • • • •••• • • Unless otherwise indicated, any of the "Asphalt reit S►ystemt wihiiotado g Asphalt" may be surfaced with "Fireshield MB" at 2%a to 3- ga1/100 -ft . •' • • ;.. • • • • • • . • • • . • • 15 • • • • • Cile: / /C:\Documents and Settings \bmiam brine' thcal'SettingekTe3ntbrary Internet Files \... 5/18/2009 1 Ur U.K13U(3 - Kooimg ystems rage .3 0l /U 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 "Ruberoid Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate 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 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate 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" Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Class A, B and C Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", " GAFGLAS PIy 6'. Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", any thickness, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. beck: C -15/32 Incline: 1 • Slip Sheet (Optional): — Red rosin paper, nailed to deft: ; :.: • • Base Sheet: — One ply Type G2 "GAFGLAS #1� Ba S S1!eet "•or Ti- SiI'IjI #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "G� tS P Pay 4" or GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASrll inarklCu acfdrgpthe& ":or "Tri-Ply Mineral Surfaced Cap Sheet ". L • . ... • • . . . . • • . 1 . • : • • • • • • • • • • • • • : • •• • file: / / and Settings \brniam_hrnndz\Local Settings \Temporar' Internet Files \.,. 5/18/2009 �.. e° . 1 T ed'd11Cc �� 'xd'. #: R 4: D — ami Shores Village IV APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT i0 COMPLIANCE WITH ALL FEDERAL STATE AND CGUN IY AAULES AND REGULATIONS FEB 2 6 2010 L ll � •• : : • . • • • •• • • • • • . • ;• •: ••. • • • •.• Project Address Owner Information JOHN GRUNDHAUSER Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 640 101 Street Miami Shores, FL 33138 -2468 1132060172090 Block: Lot: JOHN GRUNDHAUSER Address Parcel Number 640 101 Street MIAMI SHORES FL 33138 -2468 , Contractor(s) Phone Cell Phone SOUTH POINT DEVELOPMENT INC (305)557 -7900 (305)557 -2900 Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $3.00 $1.0o $132.00 $3.00 $4.00 $143.00 Building Department Copy Expiration: 09/04/2010 Phone Applicant Valuation: Total Sq Feet: Type of Work: Hurricane Mitigation Additional Info: Classification: Residential Invoice # RF -2 -10 -37144 Invoice Total Amt Paid Amt Due $143.00 $143.00 $0.00 Check #: 2349 CeII $ 4,400.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final PE Certification Letter 1 March 08, 2010 2 Architect/Engineer's Name (if applicable) S`A-c g4-4 Submittal Fee r50 Permit Fee $ Notary $ Scanning $ v '00 Radon $ Miami Shores Village Building Department 10050 N.E.Znd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: Owner's Name (Fee Simple Titleholder) (f j 6 /%.440✓, ,i. ry) Phone # 3v .7�/ °_ Z ? 6 Owner's Address 64-0 8 f l31 S City (ki / 6 44 State �. Tenant/Lessee Name Email Job Address (where the work is being done) 64 tots /° City Miami Shores Villa le County Miami - Dade Zip 33 / 2- FOLIO / PARCEL # ( / -5 b/ 7 — 24t Is Building Historically Designated YES NO Training/Education Fee $ Zip 33 # Permit No. Flood Zone DTal‘_‘%}') 1: 20 10 U �c 1� B .� Q --FCC. Phone # 3c6 —7 1' e b Contractor's Company Name ae� �qtG� Ply. � Contractor's Address /"/ f ( ' J 3 6 r 5 i r S. City tt4 State — Zip 3 .3 0l 5 Qualifier Name '1 "l iked Ak Phone # 3 or — ° 1 6 0 State Certificate or Registration No. C, & C 1 ir 4 S31 Certificate of Competency No. Contact Phone 500 .n3 C, 2 - ‘) L E - mail Phone # Value of Work For this Permit $ 1'1"x. Type of Work: ❑Addition ❑Alteration Describe Work: ;r D `"rte Square / Linear Footage Of Work: ❑New 1i Repair/Replace ■ ��//� D � emolition V P 1 Li / 4 �� Cyr O u /" 1 fr (- 7 DPBR $ Bond $ /) /, = � /f)2 C7) CCF $ 3 1'oo CO /CC $ Technology Fee $ 9 DO Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ I 3 00 See Reverse side -> 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 instaltionsi commenced prior to the issuance of a permit and that all work v i- ; ae .e_ construction in this jurisdiction. I understand that a separate permit mast lie secure for WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co > . ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue':. bsenc- , , ,osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature , NOT ' Y PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Owner or Agent owledged (Revised 07 /10 /07)(Revised 06/10/2009) The foreg i, g ' . trument was a day o ,201 10, by who is ; ersonally knownto me or who has produced identification and who did take an oath. CP . to e. �� /v efore me this Plans Examiner Engineer e a • or installation has r s d Q e" laws regulating CAL WORK, PLUMBING, SIGNS, Contractor instrument was acknowl:; ged befoyre f .� � 20LO, by who is • ersonal kno • to me or who has produced o67fication and who did take an oath. 4 ��. �.. _ spy � My Commission Expires: 4 4 ,0 OTARY PUBLIC: Sign: Print: Zoning Clerk checked AC# 39Q6 374 ,. z : " '; DEPARTMENT: �: 1YSTIP,CA ' . • • s rt �. CC _•. • 'EN ' S•'`..' •R.igA0a" d CG'C2,5A•S° • The GENERAL; xO NTRo CT O . Named: b e:37ow .:,5 EiitT.IFTEDY ..:; :' Under then p'rovssions o ; Ch Expiration date: A U G - .3' ,, : 213101 9ii•` 31d RODRIGUEZ',: lARRC;I Ii: �:l;' SO'UT13 -• PO DENE;L ATE • 59 NW: • a.•73'RD==`DRImayH4• • MIAMI • . CHARLIE CiI'ST GOVERNOR. . 00 7 41 IAMI:?FE',:j`3 IF / •�;?'"• .� n tot .NORINES9:7A7: AROR .rr..e:. QORS' : Ftat•:: P�Wte1T: - ,TMe� :> T ,QtIENOOktAWS••: COwlTY•Loli : ornE6. `NOw:• . :M D n rNE Afsrov.uw.,:nottE: Not.:A. A:n acnaaorr oF.: ntxvs:.gt -', is L; ..(: a4•.d _' . _ •. 00 NOT FONWARD SOUTHPOINT DEVELOPMENT INC RODRIGUEZ MARCIAL PRES 5941 NW 173 DR BAY 8 MIAMI FL 33015 T/T'd O2SL S89 008 T: EE LAW # atl1e1 1 11� 1 ► a } aaa 171: : �1 ,1$, ;T 11rarO111t�a11�aa1�Ll „ ORI:DA :rw• _'. FOPE"SSZONAL REGULATION :IP�CENs�'YNG• 330ARD SEQ# L08081101382 CHARLES W..ORAGO SECRETARY -CWSS •• :pos a .9E• .IAMI : , i E 3 PEi TOrgc 21 :w0JA TO:8T 0T02- 92 -89d STATE OF FLORIDA AC# 3906374 DEPARTMENT OF BusilassAblpl: PROFESSION AL REGULATION. CGC1508392 08/11/08 0870001. :CERTIFIED GENERAL CONTRACTOR WDRIGUEZ, MARCIAL - ±- SOUTH POINT DEVELOPMENT - INC IS CERTIFIED under the provisions of Ch.489.F8 Expiration date: AUG 31, 2010 L08081-T01382 3 STATE OF FLORIDA ACC -69150 DEPARTMENT OF BUSINESS _'AND T*IFESSIONAL P37717 06/21/07 06819745 Q UALIFIED BUSINESS ORGANIZATION • SOUTH POINT DEVELOPMENT INC .'„(NOT A LICENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) IS QUALIFIED under the provisions of ch.489 Expiration date: AUG 31, 2009 L07062100926 STATE OF FLORIDA AC# 3906190 DEPARTMENT_OFBUSINESS AND PROFESSIONAL REGULATION CCCO5_2460 08/11/08 087006979 CERTIFIED ROOFING CONTRACTOR RODRIGUEZ; -MARCIAL SUPREME- ROOFING INC TS CERTIFIED under the provisions of ch.489 FS 'i date: AUG 31 , 2010 L08081101198 STATE OF FLORIDA AC# 4510451 DEPARTMENT OF .BUSINESS AND PROFESSIONAL REGULATION QB59224 08/11/09 097005281 QUALIFIED BUSINESS ORGANIZATION 1; SUPREME ROOFING (NOT A LICENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF r IT HAS A LICENSED QUALIFIER.) IS QUALIFIED under the provisions of ch.489 Fs Expiration AUG 31, 2011 L09081102994 LGrr rive nttl4 I,;iSUt;l) TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM R ONDITION OF ANY CON I MACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. YHF_ INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEFtfIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. ACGIi1:GATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTIttBNSSG A ADM. TYPE OP INSURANCE .�.. POLICY NUNDER POLI Y CCTIV! DA POLICY EXPIRATION _DATE rMM!001YY4 LIMITS GENERAL LIABILITY X — UOMMtHCIAL GENERAL LIABILITY BAG0007056 -00 07/28/2009 07/28/2010 CACI I OCCURRENCE $ 1,000,000 I CLAIMS MAnF X f_IOQUIi uAMAGkk 1U HT:N r I PRFMISFR fFn nnnnrnnr,4 $ 100,000 $ 5 r 000 IvtFD FXP (Any one person) — PtMSUNAL & AUV INJURY 5 1,000,000 $ 2,000,000 GFNFRAI AGGREGATE C L EN AGGREGATE UMt I AI+I+LI I S PER. POLICY .r/no- ■ LOO I'HODUCTS - COMP /OP AGG $ 2,000,000 AUTOMOBILE LIABILITY ANY ALIT[) ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON AUTOS • COMBINED SINGLE LIMIT (Ce RGEident) $ 8ULHLY INJUI IT (r'Br perg n) $ RO (Per accident) $ PROPERTY DAMAGE II'er accdent) 5 — GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ $ OTHER THAN EA AOO Au r o ONLY. AL:G EACH OCCURRENCE $ 5 EXCESS/UMBRELLA UABILrrr =UP CI AIMS MAUI Au0HtOAI t $ DEDUCTIBLE RETENTION $ 5 $ $ WORKESS COMPENSATION AND EMPLOYERS* LIA emir, ANY PROI'RtETonmARTNCR/CX, u 1lvt OFFICER/MEMBER EXCLIIDF09 It yea, tlescril>r mop SPECIAL PROVISIf Below I YdC ST f I OTF i TC_ 1 M rr� E.L. EACH ACCIDENT NT $ C.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE POLICY LIMIT $ OTHER DESCRwnON OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS -ACORq,, CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305)822 -7800 FAX (305)822 -1621 Collinsworth, Alter, Fowler, Dowling & French P. 0. Box 9315 Miami Lakes, FL 33014 -9315 ;ram= Southpo nt Development Inc. 5941 N W 173rd Drive Bay #8 Miami, FL 33015 THE P O LI C I ES OF IN SU R °``••_..!._.••? , ED SE • CERTIFICAg HOLDER ACORD 25 (2001/08) Miami Shores Village Building Department 1050 NE 2nd Avenue Miami Shores, FL 33138 2/T'd 02SL S89 008 T : THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FIGATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIO ES BELOW. INSURERS AFFORDING COVERAGE INSURERA. General Fidelity Ins. C.O. INSUREPI R' INNI,rII ri (• INSURER 0: INSURER F• CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLIER NAMED TO THE LERT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OULJOAYION OR LIABIUYY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Melissa Cruz /SHEILA DATE (MM/OD/MY) 11/05/2009 NAIC # IOACORD CORPORATION 1000 :w0Jd 20:81 0102- 92 -83d FEB -26 -2010 18:03 From: ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/30/2009 EXPIRATION DATE: 07/30/2011 PERSON: RODRIGUEZ MARCIAL FEIN; 320087044 BUSINESS NAME AND ADDRESS: SOUTH POINT DEVELOPMENT INC 8345 NW 158TH TERRACE HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR 1MPOATANT: Pursuant to Chapter 440. 05114), F.$, RP officer of a corporation who elects exemption how Ibis chapter section may eel recover benefits or oompeusatiae ltndnr thls nhapter Pursuant to Chapter 44U,1M121, 1.5., Certificate: of scope of the bestows el dada listed on the notice of ale tion to be exempt. I'ursaant to Chapter 440.05(19), I'.s., Notice election to ba exempt shall ba subject In revocation if, at any time after the tiling of the notice nr the ieauonce of the cmllllcnln ea longer meets the requirements of this section for Issuance of a certificate. The department shall revoke a manned no Ihu rertllfcote to meet the requirements of inns section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR To:1 800 685 7530 P.2'2 07 -30 -2009 by filing a certificate el efeclian odder this PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 07/30/2009 EXPIRATION DATE: 07/30/2011 PERSON: MARCIAL RODRIGUEZ FEIN: 320087044 BUSINESS NAME AND ADDRESS: SOUTH POINT DEVELOPMENT INC 0345 NW 168TH TERRACE HIALEAH, FL 33015 DWC -202 CERTIFICATE OF ELECTION TO SE EXEMPT REVISED 09 -00 CUT HERE * * election t0 be exempt.,, apply unly within the s of election 10 be exempt and rnrlilicates of certificate, the Deuce finned 00 the notice or certificate at any time let failure of the perm; QUESTIONS? (890) 413 -1609 IMPORTANT " Pursuant to Chapter 440.05(14), F,S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If. at any time after tha filing of the notice or the issuance of the certificate. the person named on the notice or certificate no longer meets the rriquiroments of this section for issuance of a certificate. The department shall revake a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. ai Carry bottom portion on the job, keep upper portion for your records. QUESTIONS? (850) 413 -1609 Miami Shores Village Building Department 1050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WIU. ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TOME CERTIPICATE HOL&R NAMED TOME LSFY, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIAIILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRE SENTAATIVESSSS.. ADTHORMED REPRESENTATIVE / 9 E, Wd Melissa Cruz /SHEILA • v�.v.ca 'Jr ..vaurim■NrC LI 1 CU CtLOW ANY REQUIREMENT, TERM OR CONDITION MAY PERTAIN, I HI? INSURANCE AFFORDED POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING OF ANY CON 1 MGT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR DY THE POLICIES DESCRIBED MFHI•IN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TR ADD'L WARE TYPE OP INSURANCE POLICY NUMBER BA00007056 -00 POLICY EFFECTIVE I„ ., , , ,A u 07/28/2009 POLICY EXPIRATION .. I 1 • . ■ ■ 07/28/2010 LIMITS EACH OCCuRRCNcc $ 1.000.00C A GENERAL X LIABILITY UOMMERCIAL GENERAL LIABILITY LIAMAOE I jINlbU $ 100,00E CLAIMS MAI)F X CIUUUI 1 MR) FXP (Any one moon) &, n) $ 5 , 00C GCML PERSONAL & AUV INJURY GENERAL AGGREGATE $ 1,000,00C $ 2,000,00C ACiC3Ftt(jA I t LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,00C POLICY . MO T LOC AUTOMOBILE – LIABILITY ANY Al ITC) ALL OW NED AU IOU SCHEDULED AUTOS HIRED AUTOS NON AU 1 • COMBINED SINGLE WAIT (Ca accident)) WAXY INJURY (rer person) ROT% Y INJURY (Per accident) $ . � PROPERTY DAMAGE (Per accident) $ OARAOE LIABILITY - ANY AUTO AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC $ — $ AUTO ONLY. AGG 5 EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ $ — OCCUII CLAIMS MAUI: AUUHtUA I E DEDUCTIBLE RETENTION $ 5 $ $ WORKERS COMPENSATION AND EMPLOYERS' mammy ANY PROPRICTOR/PARTNEFVEXEOUI !YE OFFICER/MEMBER FXCI t lf1Ft7 i I yes, deAr ibe miler SPECIAL PROVISIONS below WC STAT I IOT rclat nut °•_. F R _ E.L. EACH ACCIDENT C.L. DISEASE - CA EMPLOYEE 3 • $ EL. DISEASE POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS ACORIZ CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305)822 -7800 FAX (305)822 -1621 Collinsworth, Alter, Fowler, Dowling & French P. 0. Box 9315 Miami Lakes, FL 33014 -9315 INSURED Southpoint Development Inc. 5941 N W 173rd Drive Bay #8 Miami, FL 33015 CERTIFICATE HOLDER ACORD 25 (2001/08) 2 /T 'd O2SL SB9 008 T :ol THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE INSURER A. General Fidelity Ins. Co. IN$URFR R• IN51,1l I H INSURER D' IN$t IRFR A. DATE (MAI/DD/YYYY) 11/05/2009 NAIC ® ACORD CORPORATION 1988 :woad 170:8T 0T02 -92 -8a ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICE$ DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE; PERSON: FEIN: 07/30/2009 RODRIGUEZ 320087044 BUSINESS NAME AND ADDRESS: SOUTH POINT DEVELOPMENT INC 8345 NW 158TH TERRACE HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT; Pursuant to Chapter 4411 . 115(14), (.5., ea officer nt a corporation who elects exemption from this chapter by filing a certif Irate of election under this section may not recover benefits or eompen ender this chapter. Pursuant to Chapter 44U.05413), F.S., Certificates of election to be exempt... epply only within the scope al the business or trade listed on the notice of election to ha attempt. Pursuant to Chapter 440.054131, F.S., Notices of election to De exempt and certificates of election to ha nanmpt shall be sub)ect to revocation if, no any time liter rho filing of the notice or the issuance of the certificate, the person named on the notice or reaffirm ao 'anger meets the requirements of this section far issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements at this section. QUESTIONS? (8501 413 - 1609 OWC - 252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 FEIN: 320087044 BUSINESS NAME AND ADDRESS: SOUTH POINT DEVELOPMENT INC 8345 NW 158TH TFRRACF HIAIPAH, Fl 33015 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR EXPIRATION DATE: 07/30/2011 MARCIAL 07 -30 -2009 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 07/30/2009 EXPIRATION DATE: 07/30/2011 PERSON: MARCIAL RODRIGUE2 tr Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -09 2/2'd ORSL S89 008 T :01 CUT HERE IMPORTANT • Pursuant to Chapter 440.05(14). F.S., an officer of a corporation who L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05(121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on R the outlast of election to be exempt. E Pursuant to Chapter 440.05(131, F.S., Notices of election to be exempt and certificates of election to ba exempt shall be subject to revocation if. at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this Section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the Cortificate to moot the requirements of this section. eleGIS exemption from tins chapter by filing it ccr'tifil;ate of election QUESTIONS? (8501 413 -1609 :W0-lJ 170:82 OT02- 92 -83d #L4- M---7-- Site Miami Shores Village e o . MOVED BY DATE ZONING DEPT ? Living Units:0 • • BLDG DEPT A 4 WITH ALL RULES AND REGULATIONS FEDERAL SUBJECT . f0 CCMPLIANCE STATE AND CCUNill Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: _ • • • • ? Living Units:0 • • 1 • • • I lkdj Sq Footage: .3,756 7 . 7 Lot Size:7 )1;250! • Year Built: ..• 196 :\r •,'',' ' ''.. •• •• IF i t t e m o s ...._•• • 1 _ • i , _ ; - 17 , ' NMD P 011 itl ; 6 C 4 13 *14 LOT 3-4 - T si a-4n000 X 106 0996 1 t9R-1-T3V-V0 08 coq;211610 48 .!".101. 4\: 7 Folio No.: 11-3298 Property: 640 NE 101 ST Mailing Address: JOHN GRUNDHAUSER LOIS WEISMANTLE 640 NE 101 ST MIAMI SHORES FL 33138-2468 Year: 2009 2000_.1 2008 Land Valise: • $227 806 7NriroW Buildin Value: $3:30,185 399 923 Market Value: $557,991 837,97 ssessed Value: $286,428 286,142 Year: 2009 2008 ) $25,000 $25,000 ?id Homestead; YES YES • •••• • •• •• • • • •••• ••• • • ••• • •••• • Miami-Dade My Home • • • •••• My Home - rmamida Show Me: Property Information Search By: Select Item Text only [13 proxotY.P.PP!*Pr 1 Estimator Property Pgikraiser Tax Comparison Erg Portability S.O.H. Calculator Summary Details: Property Information: ssm�nt faC tion: Exemption Information: Taxable Value Information: ear: 2009 I 2008 I „.„,,, axing Authon Applied Applied . ty: Exemption/ Exemption/ ,,_ ACTIVE TOOL: SELE*T http://gisims2.miamidade.govirryhome/propmap.asi: Digital OrthOphotograp! - 2007 My_liains I Property Information 1 ProaerLx_Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Qur_al_t_e 1 Phne Directont 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webrnaster. Web © 2002 Miami All rights 0 112 ft November 2, 2009 Supreme Roofing Inc. 5941 Northwest 173 Drive Suite 8 Miami, Florida 33015 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305 -823 -3300 • • Visual Roof Strap Inspect #on Residential Home 640 Northeast 101 Street Miami Shores, Florida Project Number: 09 - 1343 (Testing Laboratory Certifidate # 06- 0501.15) In accordance with your request and authorization, on November 2, 2009, a representative of Reileh Engineering Corporation performed a visual roof inspection for the slope hip roof at the above referenced project. This inspection was performed, by means of visual observations and conducting field examination, to examine the strapping of the roof trusses along the roof perimeter of the structure. In acrc�tdance with Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structure • • sectran 553.844porida Statutes, the intersection ofroof framing with the wall shall be strengthened by atheliorietal connectors, clips, straps and fasteners. Based on our field observations, the existing hurricane • • straps were nbt 2 mpliance with the requirements of the Florida Building Commission Hurricane • Miligatton Retie it Manual and Florida Statute 553.844. We recommend that the strapping be repaired • • as ppr jfie requI J ent in section 201.3.4 Prescriptive method for hip roofs on a masonry wall of the • • I Mitigation retrofits for existing Site - Built Sikigle Family Residential Structures. Additional 16d nai1S may be tdded to the existing straps (Total number of fastener shall be not less than 4) provided that tile Strip is nianij actured to accommodate at least] 4 fasteners at each end. If the straps could not • avorrrpodate 4tasteners or ifthey are missing, we recommend that new right angle gusset or an approved strap's'with a minimum uplift capacity of 500 lbs be provided. As per section 101.2 ofthe Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structure section 553.844 Florida statutes, the cost of this retrofits of the roofto wall connections is limited to 15% of the cost of the re- roofing project. If the cost of the complete retrofits exceed 15% of the cost of the re- roofing project, priorities outline in Section 201.3.5 (connecting the corners of the roofs to walls) shall be used. Attached are field taken photos for your review. cl :/ /9/61 /6-106v • • • • Reileh ,Engineering Corporation appreciates the opportunity of assisting you in this project. Please review the result reported and if you have any questions or if we may be of further assistance, please do riot • hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 67 /96110bi ohamad Sonny Salleh, P.E.49014 Project Manager Project: Project Number: 09 -1343 (Testing Laboratory Certificate # 06- 0501.15) •••• • • • • •••• • •• • • • • • • • • • • • • • • • • • • •• • • • • • •• • •••• • • • • • • •••• •••• • • • • •• •• • • • • • • •• • • • •••• • • • • 0 ••• Visual Roof Strap Inspection Residential Home 640 Northeast 101 Street Miami Shores, Florida '� • • • • • • • • • • • • • • • • • • • .••• • • .... • .. • • • • • • • • • .. .. •••• •••• • • .... .... • .. .. • .. • • • •••• • . • . CIVIL ENGINEER February 17, 2010 Project: Dear Sirs; • • Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 Supreme Roofing Inc. 5941 Northwest 173 Drive Suite 8 Miami, Florida 33015 Visual Roof Strap Inspection Residential Home 640 Northeast 101 Street Miami Shores, Florida Project Number: 09 -1343 (Testing Laboratory Certificate # 06- 0501.15) In accordance with your request and authorization, on November 2, 2009, a representative of Reileh Engineering Corporation performed a visual roof inspection for the slope hip roof at the above referenced project. This inspection was performed, by means of visual observations and conducting field examination, to examine the strapping of the roof trusses along the roof perimeter of the structure. Based on our field observations, the existing hurricane straps were not in compliance with the requirements of the Florida Building Commission Hurricane Mitigation Retrofit Manual. We recommend that all the roof trusses /rafters including the hip rafters within 6 feet of the roof comers be repaired using prescriptive method for hip roofs on masonry wall. Since the existing straps were noted to be too short and additional fasteners may not be added, we propose new United Steel Products Company SGP2 straps with NOA No. 08- 0111.09 be used. This strap shall be connected to the concrete tie beam using approved 1 /2" diameter anchor bolts that will provide at least a 2 -1/2 inch embedment into the concrete and nailed to the roof trusses /rafters with ten 10d nails which will provide an allowable uplift load of 15801b -f. Attached please find a copy of the Notice of Acceptance No. 08- 0111.09 for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Please review the result reported and if you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation zifrf Sonny Salleh, P.E.49014 Project Manager BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company 14305 SouthCross Drive #200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGP" Wood Connectors APPROVAL DOCUMENT: Drawing No. MD404, titled "SPG Series (Girder Truss Strap) ", sheets 1 of 1, dated 01/08/08, revision 1, prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 # 06 1026.07 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -4786 www.maimidade.aoc/buildinecode NOA No. 08- 0111.09 Expiration Date: January 11, 2013 Approval Date: March 13, 2008 Page 1 United Steel Products Company • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD404, titled "SPG Series (Girder Truss Strap) ", sheets 1 of 1, dated 01/08/08, revision 1, prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E. B. TESTS 1. Test reports on Upward Load per ASTM D1761 -88 of Model No. SGP3 Strap Truss Tie -down in Wood to Masonry, prepared by Product Testing, Inc., Test Report No. 07 -6514, dated 12/14/07, signed and sealed by C. R. Caudel, P.E. C. CALCULATIONS 1. Anchor verification calculations, prepared by United Steel Products Company, dated 01/08/08, signed and sealed by Robert W. Lutz, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance issued by United Steel Products Company, dated 01/02/08, signed and sealed by Robert W. Lutz, P.E. 2. Statement letter of no financial interest issued by United Steel Products Company, dated 01/02/08, signed and sealed by Robert W. Lutz, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1026.07, issued to United Steel Products Company, approved on 03/15/07 and expired on 01/11/08. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0111.09 Expiration Date: January 11, 2013 Approval Date: March 13, 2008 PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS UPLIFT 160% STRAP PLATE W H CL STRAP PLATE NAILS BOLTS NAILS BOLTS 10d 16d 1/2' \ SGP2 ) 14 1/4' 1 5/8 18 1/4 1 1/2 10 C1) 1/2' 1580 1580 °�� SGP3 14 1/4' 3 18 1/4 1 1/2 12 2 (1) 5/8' 2376 2460 1200 14 3 2460 2460 1800 16 4 2460 2460 2400 18 5 2460 2460 2460 •) GIRDER TRUSS STRAP CSGP3) GE\ERAL NOTES STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90, 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3> ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED, 4> ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER). LL TEST PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) MINIMUM 2000 PSI GROUT. 6) PENETRATION IS ASSUMED TO BE 1 1/2' INTO WOOD. BETWEEN RAFTER & STUD. 7) BOLT INSTALLATION ASSUMES PARALLEL- TO- GRAIN r ? VALUES MULTIPLY BY 0.65 FOR PERP. INSTALLATION GIRDER TRUSS STRAP (SGP2) ANCHOR BOLT 1/2'X10' WITH STANDARD WASHEER OVER 1/4' WASHER PLATE INCLUDED WITH SGP ANCHOR STRAP. -0 ”1.0 "° `° REV, #1 UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MIDNTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME' SGP SERIES (GIRDER TRUSS STRAP) DATE! 01/08/08 SHEET: 1 OF 1 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DWG. #' MD404 MDADE