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RF-10-1078Protect Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $55.80 $18.60 $575.00 $12.00 $74.40 $735.80 Building Department Copy Address Contractor(s) Phone ALL ATLAS ROOFING OF SO FL INC (305)949 -2467 CeII Phone Authorized Signature: Owner / Applicant / Contractor / Agent Parcel Number Applicant 9401 BISCAYNE Boulevard Miami Shores, FL 1132060490010 Block: Lot: ARCHDIOCESE OF MIAMI 1 Phone Type of Work: Re Roof Additional Info: ROOFING Classification: Commercial Scanning: 4 Pay Date Pay Type Invoice # RF -6 -10 -38181 06/14/2010 Check #: 1185 06/21/2010 Check #: 1186 Amt Paid Amt Due $ 250.00 $ 485.80 $ 485.80 $ 0.00 June 21, 2010 Date CeII ARCHDIOCESE OF MIAMI 415NE105ST MIAMI SHORES FL (305)762 -1033 1 Valuation: Total Sq Feet: $ 92,400.00 14000 Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 21, 2010 1 Inspection Number: INSP- 146039 Permit Number: RF -6 -10 -1078 Scheduled Inspection Date: July 12, 2010 Inspector: Bruhn, Norman Owner: MIAMI, ARCHDIOCESE OF Job Address: 9401 BISCAYNE Boulevard Project: <NONE> Miami Shores, FL Contractor: ALL ATLAS ROOFING OF SO FL 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 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)762 -1033 Parcel Number 1132060490010 Phone: (305)949 -2467 REMOVE AND°REPLACE ROOFS AT OPEN AIR PAVILLION AND WEST ENTRANCE WAY AREAS PER ATTACHED DRAWINGS. o Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 09, 2010 For Inspections please call: (305)762 - 4949 Page 9 of 15 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYP OF INSURANCE POLICY NUMBER POUCY EFFECTIVE DATE (MM/DD/YYYY) POUCY EXPIRATION DATE (MM/DD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GLO191270 6/22/2010 6/22/2011 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000 CLAIMSMADE X OCCUR MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000,000 7 POLICY X jEra LOC AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMB (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER /EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, descnbe under SPECIAL PROVISIONS below WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POUCY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS State of Florida Roofing Contractor Miami Shores Building & Zoning Dept 10 050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /JC .14 --) - ACO O COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) INS025 (200901) CANCELLATION CERTIFICATE OF LIABILITY INSURANCE PRODUCER (954)943 -5050 FAX: (954)943 -5417 Frank B. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 INSURED All Atlas Roofing of South Florida, Inc. 2280 NW 16th Street Pompano i Beach FL 33069 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 Crum & Forster Specialty Ins INSURER B: INSURER C: INSURER D: INSURER E: DATE (MM/DD/YYYY) 6/11/2010 NAIC # 44520 01988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ANY MAY REQUIREMENT, PERTAIN, ucwn rvaro occry �SSUCU 1 V I nt INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF A1Ny 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 AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �P 1,TR k BR TYPE OF INSURANCE POLICY NUMBER P DAIE (M EFFECTIVE DATE IMWDDIY GENERAL LIABILITY COMMERCIAL GENERAL LIADIUTY EACH OCCURRENCE LIMITS $ DAMAGE TO RENTED PRFMI5PF tFpi oceurenonl 5 1 CLAIMS MADE OCCUR MPS EXP Uerom, Dermr0 $ - PERSONAI, 5 AOY INJURY s GENERAL AGGREGATE $ . —1 GENL AGGREGATE UETAPPUEE$ PER: ,...., 1l JkY I I L.,: PR(MI M:'TS. f10MP/OP Ant' 91 AUTOMOBILE; _ _ _ LIABILITY ANY AUTO ALL OWNED AUTOS BCHULEDAUTOE ES HIRED AUTOS NON -OWNED AVTO$ COMBINED SINGLE LIAR (Ea aaWOert) $ $DRILY INJURY (Par pe[Wn) $ BODILY INJURY (Par acGEant) $ ( F. O DAMAGE $ GARAGE LIABILITY JvNYALrro • AUTO ONLY - EAAOgDENT $ OTHER THAN EA ACC 5 AUTO ONLY; EXCESWUMBRELLA LIABILITY OCCUR ❑ CLAIMS MADE R DEDUCTIBLE RETENTIONS Arr, EACH OCCURRENCE 5 $ AGGREGATE 5 5 $ $ A E LOYE LIAR LILY ONR/AEND PPROPRIE p ( EXCLUDED C ANY @ftyvea pptr S PEe Pr r i 4 below EMWC109947 01/01/2010 �- y . 01/01/2011 X 1 T ORY 4 ITS 1 1 OTH- EL, EACH ACCIDENT $'050.500 E.L. DISEASE - EA EMPLOYEE $1,000,000 E L DISEASE POLICY LIMP $ + C OTHER Client ID: (14144•13 *Valid In the State of Florida * DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT f SP ECIAL PROVISIONS EastGUARD Insurance Company COVERAGE AFPUES ONLY TO THOSE EMPLOYEES LEASED TO BUT NOT SUBCONTRACTORS OF: All Atlas Roofing of South Florida Inc. carries an A.M. Best Qualifiers Name: Michael Kuchler Rating of A- (Excellent) and a financial sip Aprox active employee count: 16 - <C= Category of VIII A- 177. ,,Int r_I=r2TIFIr•A•F unit nco _ _ ___—_ _ i . r -1 r - ! o- L_I Jun, 21. 2010 10:12AM - ACORD„ CERTIFICATE OF LIABILITY INSURANCE PRODUCER Affiliated Agency Ops 16 South River Street Wilkes- Barra, PA 18702 Tel: (800) 673 -2465 Fax; (570) 820 -7968 Ernployee Leasing Solutions, Inc, Phone: (941) 746 -6567 1401 Manatee Ave W, Suite 600 Bradenton, FL 34205 COVERAGES ACORD 25 (2001/08) INSURERS AFFORDING COVERAGE INRI IRFR A. F' tt tJARD Inn' I1TMO Gorrlpngy INSIIRFR R: INSURER C: INSURER D: IN^?I1RER F: No. 8513 P. 1 DATE IMMIDDIYYYY) 05/19/2006 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIQN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIE$ BELOW. NAIC # 147rI Miami Shores Village Building Department 10021 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OSUGATION OR LIABILITY OF ANY KIND UPON TEE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTAT 4 ACORD CORPORATION 1988 Jun, 21. 2010 10:12AM AC R PRODUCER (954)943 -5050 PAN: (954)943 -5417 Prank E. Furman, Inc.. 1314 East Atlantic Blvd. R. O. Box 1927 Pompano Beach PL 33061 CERTIFICATE OF LIABILITY INSURANCE INSURED A11 Atlas Roofing of South P1oxjda, Xnc. 2280 NW 16th Street Pc pano ' Beach PL 33069 COVERAGES THE POIJCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN$R:AQD I TYPE nc INC!@A.IPf OTHER ACORD 25 (2009/01) INSOZS Rowan GENERAL{ IAB1UTY COMMERCLJL GENERAL LIABaL y CLAIMS MADE —J OCCUR GLA191270 GEF(L AGGREGATE LIMIT AP PLLI � S PER: POLICY S +� 3F I LOO AuTOMOeB,E MABIu Y ANY AUTO ALL OWNED ALTOS SCHEDULED AUTOS HIRED AUTOS NON.OWNEO AUTOS GARAGE UAWLgn' ANY AUTO EXCESS / UMENELLA IaAgILETy _ OCCUR E CLAIMS MADE �II DEDUCTIELE I I RETENTION S WORKERS COMPENSATION AND EUPLOYERS' LIAa1L RY Y 1N ANY PROPRIETOR/PARTNERAXECUTIvE 0FEICERALEMsER EXCLUDED? (Mandatory in NN) Eyes, do thbn under SPECIAL PROVISIONS below CERTIFICATE HOLDER Miami SbQres Building & Zoning Dept 10050 NE 2nd Avenue Miami Shores, FL 33138 POLICY NUMBE ; POA.ICY EFF irci POLICY EXPIRATION I ^ U MITS M DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS state of riorida Roofing Contractor INSURERS AFFORDING COVERAGE — rNSUREakCrum & Forster Specialty Ins THIS CERTIFICATE 18 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. INSURER 6: INSURER C: INSURER D. INSURER Ei 6/22/2010 No. 8513 EACH OCCURRENCE S 3,000.000 PREMISES teaomararraA $ AYEu 50, 000 5/22/2011 MELD EXP (Any one person S Sflafl PERSONAL & ADV INJURY $ 1 0 00, 000 t „CENERAL AGGREGATE $ 2, 000-000 PRODUCTS - COMP/OP AGO COMBINED SINGLE LIMIT (Ea =Went) &IDLY INJURY (Per person) $ODILY INJURY (Per accidene) PROPERTY DAMAGE (Pee neddnnt)0 AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC 5 AUTO ONLY: AGG $ PACH OCCURRENCE $ AGGREGATE 5 TATW Tr1RY WC S f tMr J EL EACH ACCIDENT L E.L. DISEASE - EA EMPLOYEE –PR EL. DISEASE • POLICY LIMIT S S DATE (ett&TH 'yYYI 6/11/2010 NAIC * 4S2.0 $ 2,000,000 S CANCELLATION SNOULD ANY oFTNEABOVE DESCRIBED POLICIES BE CANCELLED $EFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL. ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, $UT FAILURE TO DO 30 SHALL IMPOSE NO OBUGATION OR UADIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTNORIrED RNPPREBENTATNE Frank Furman. Jr /JC �.rZ .- >•- .- ..�,...�� 01988.2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 6 - .. 110 ^FLAG Rs °e�yiY� f s> batt , ° Ball A sr °r S AN 7"ri CC 2 6l9 102- $SNAMi7 LOCATION Aft r.�ALlC;• TL • S It00 - Tfteu6Uief"Lf��b,� t '' fi. - EITINQ . • O 4 iOHAtp. ; �g.• •�iooss° � xera e ry.y��.--[ite�- OLD 1 14aN Y:V THE11 �fitri •F A - a OLD ETI_B: iONI TINN.IPJICA4w 40. �i'x�t1�T�Ecau -0AGQ ti �.1 .903:00.94.O.91 V v 0 0540 01 gr, SEE OTHER SDE as i •.rd .L•at`,A`i,.aiA Y eiE DO NOT FORWARD ALL ATLAS ROOFING OF S FL INC 2280 NW 16 ST POMPANO BEACH FL 33069 111 1 11, I 11 I 1-• J u n . 21. 2 O 10F 10 :13 A BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301-1895 - 954 -83 000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 SJ•a 'tiv -.. S fa ..- ,.�,ii4- .�- .i�,•iarP,. .., ,Y�aC - H; DBA: Business Name: Owner Name: Business Location: Business Phone: Tax Amount $ 27.00 Mailing Address: Rooms Number of Machines: ALL ATLAS ROOFING OF SO FLA ° INC KUCHLER MICHAEL T 2280 NW 16 ST POMPANO BEACH FL 33069 ALL ATLAS ROOFING OF SO FLA INC 2280 NW 16 ST POMPANO BEACH (954)917 -4978 Transfer Fee NSF Fee 33069 -0000 Business Opened: State/Co unty /Cert/Reg; Exemption Code: Seats Employees 3 UNITS For Vending Business Only Penalty 2009 - 2010 No. 8513iP, Receipt # 185- 0000999 Business Type; ROOFING CONTRACTOR Machines Vendin• T •e: Prior Years Collection Cost 09/01/87 CCC1326337 NON EXEMPT $ 27.00 0000000000 0000002700 0000001850000999 1001 7 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED This tax Is levied for the privilege of doing business within Broward County Lit- and is non- regUlatcry in nature. You must meet all county and/or municipality '•'' planning and zoning requirements. This Business Tax Receipt mus be; transferred when the business is sold, business name has changed oOQat s:+ have moved the business location. This receipt does not Indicate that ttre business is legal or that it is In compliance with State or local lawsd regulations. Professionals Total Paid cY CC> ri;r171-2-itt'ang7a11-15.SA:ZR--M---kRIZ 0:M.0:gat) 3'4 M:tal l :Etat ca .ak'INEM •S , . 1 . 4 -4415-496 * 1 04 5 t r 4i VP 10:14A ` ° """ No. 8513 P. 5 Lam• RTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING •BOARD (850) 487 -1395 1940 NORTH MONROE• STREET TALLAHASSEE FL 32399 -0793 ALL TLAS I N G T OF D SOUTH FLORIDA INC 5505 W LEITNER DR POMPANO BEACH FL 33057 • Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Otir professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better. For information about our services, please log onto www.myfloridalicensa.com. There you can find more information about our divisions and the regulations that Impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: Ucs nse Efficiently, Regulate Fairly. We 'Thank you for business Florida, Fl and congratulations on your new license! DETACH HERE • r'• Jun, 21. 2010 10:14AME OF FLORIDA No, 8513 P. Congratulations! With this license you become one of the nearly one million Floridians licensed by.the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalleense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! AC# 4519168 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ALL ATLAS ROOFING OF SOUTH FLORIDA INC 2280 NORTHWEST 16TH STREET POMPANO BEACH FL 33060 ,. - . _STATE ,QF FLORIDA: • DEPARTMCNT 11OF',B13•SINETS'* A 1�D py:Vt0> t5E1117,94_. SS:] NA •• 'i :CQNS R }',-.� lap r "iSRi� •rN L•ICENSE'•NBR• ^' 098019680 QBo.0o16:7.0:. The BUSINESS ORGANIZATithN• = ,' ' `• Named below IS QUALIFZE 2 . :• :. .:. < •�,!. the provisions o�':chaez g89 Expiration date: AUG 31, 2011 • (THIS IS NOT A LICENSE TO PERFORM WORK: ' THIS •• ALLOW&TIIE.,;.., COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER ? ALL ATLAS ROOFING OF SOUTH FLORIDA INC ''!` & '' : : 2280 NORTHWEST 16TH STREET ;-'!''��. I T ^~~ POMPANO BEACH `L 3 3 0 6 0 °-^�� ; E G 15 DETACH HERE 6 08 17 2009 DATE ` BATCH :NUMBER ,..� _ ..... t . . sTtre o��A : A,C y 51 ` i'„ sINESS AND O1/'1'L 'RLG'OLA,TION /afa +z� 0 Q '.'0 8/17/0'9 '0980196: QUALIFIED= BUSINESS ORGANIZ. TIo1 'AIiTi ATI'AS ..ROOFING OF : SOi Ts-'>i'LOI (+TOT k A - L•ICEN'S E TO P.ERFO'?Wq Olt'EC•: ; :•COMPANY .TO 'DO BUS TESS` ;IT .'PAS A ` LICENSED QTJALIFIER. ) IS: A,uM t:n I 4a the praviainay' of R.4 �a 1oa+Ci�a :JFf..1.4.••••• +'�?'�]�, ivff0876'097;8 • Ao.A7ON ; ,; s 1'T -, SEQi Loso8170097! • (c9)11rb 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.cC1 D' 3 PERMIT APPLICATION Master Permit No. FBC 20 0 7 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Edward A McCarthy Archbishop Phone#: (305)762-1034 Address: 9401 Biscayne Blvd. City: Miami Shores State: Florida Zip : 33138 -2970 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 9401 Biscayne Blvd. City: Miami Shores County: Miami Dade Zip: 33138-2970 Folio/Parcel #: 11- 3206 - 049 -0010 Is the Building Historically Designated: Yes NO XXXXX Flood Zone: CONTRACTOR: Company Name: All Atl Roofing of S. Fl. Inc. Phone#: ( 954)917 -4978 Address: 2280 N.14/. 16 Street City: Pompano Beach Qualifier Name:Michael T. Kuchler Miami Shores Village Building Department State: Florida Zip: 33069 State Certification or Registration #: CCC 1326337 Certificate of Competency #: Contact Phone#: ( 954) 917-4978 Email Address: roof ing752 @ao1. com ` db 5U9 DESIGNER: Architect /Engineer: Donald Flood (ACRC) Phone-#: (954) 742-9515 Value of Work for this Permit: $ 92,400.00 Square/Linear Footage of Work: 14,000 SF Type of Work: DAddress DAlteration DNew IRepair/Replace DDemolition Description of Work: Remove and replace roofs at open air pavilion and west entrance way areas per attached drawings. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: N/A ******** **** ************** **** ****r**** e * ************** ***** ***** *** r***** r ****** *** Submittal Fee ' 1 t� Permit Fee $ CCF $ ° CO /CC $ r Scanning Fee $ , Radon Fee $ DBP ' $ Bold $ Notary $ Training/Education Fee $ � `echnology Fee $ • 40 Double Fee $ Structural Review $ Y e H Ph (954) 917 -4978 TOTAL FEE NOW DUE $ 4 in °(aO r 4 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ¢ 11f4 Owner or Agent The foregoing instrument was acknowledged fore me this day o& J (1 l , 2 0 /0 , by C__ 'Ot Ct,✓ who�uy known to me who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: t: nefil My Co .. , scion Expires: c5`�r expires arinrtull nxY POSLIC STATE OF FLO '' ..,, Maria Talerico ▪ Commission # DD728673 :,,; Expires: JAN. 11,2012 BONDED THRII ATLANTIC BONDING CO., INC. sY***** e@ cta69Y+ kshtr+ k3 deandri st�YsYC @sY****�rs4****x�ir******* karoB**** �Sr4 a4etdr9iskskdn@stdan4esY�Y4r*** APPROVED BY r. 11121180.615.1000120[18 c B HE RS O N aaaaaaa ` „ „„„ 5 S ' 1 . C 7aV o ,Ir4 m T m# DD0678851 • • Florida Notary Assn., Inc 000eaoa eeo ■esaeaaeaseaoeseeeeeeuuuuneaa (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Contractor The f g;ing instrument was acknowledged before me this // , day of 2q r� , by 0 47 iihp.e4.- who s personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: _ Sign: Print: My Commission Ex <� Plans Examiner Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TINE OF FIRST INSPECTION PERMIT NO.RPO ')O1)rAXFOUO NO.11 - 3206 - 049 - 0010 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 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 Notce of Cornmencernmt. 1. Legal description of property and street/address: ARCHDIOCESE OF MIAMI SUB PB 116 - 27 TR A LOT SIZE 167270 SO. FT. 2„ Description of hnprovernent Remove and replace existing roof areas open air pavilion and west entrance way 3. Owner(a) name and addreee:EDkIAEXAIECARTIIYARCHELLSEIQP__ 94 fl1 wrerAYNE 1T 7fl _ WW1' QT4C1pro FT.nRIDA, :33138 Interest in property: N/A/ Name and address of fee simple titleholder: N/A/ 4. Contractor's name and address: ALL ATLAS ROOFING OF SOUTH FLORIDA INC . 2280 NE 16 STREET POMPANO BEACH, FLORID' 3069 Notary Public Print N My c,ornrnission e • 123.01-52 PAGE 4 81122 V4 - 0 N440. 2 AL)E 5. Surety: (Payment bond required by owner from contractor, if any) I HEREBY CERTIFY lht this is e: true copy Ma elgrtataa.iihis c ota Name and address:1VA dey Amount of bond $ IVA WITH tIznd and Wei HARva 6. Lender's name and address: WA • Expires 5/28/2011 Flaidallotary Assn., Me 1111111 11111 11111 11111 11111 11111 11111 1111 1111 A 20 Sed RUV1N, C Cix0 Vid sit Cuzr ,we • COLI)t CFN 2010RO:398939 OR Bk 27318 Ps 2884; (lps) • RECORDED 06/14/2010 1147:55 HARVEY ROVIH, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Signature of Owner Prepared by 7. Persons within the state of Florida designated by Owner upon whom notices 4 - , documents may be served as provided by Section 7131 3(1Xa)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address N / A 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) g t Signature of Owner Print Owner's NOM) E 6 14 4. ; e•- // SWOM to and subscribed before me this day of ,20 V. s Address: pq$0 iikt) 1 (, sr" crmPart3O 133aCpq Report Prepared For: Archdiocese of Miami 9401 Biscayne Boulevard Miami Shores, FL. 33138 Date: June 14, 2010 ACRC #: 10- 0167 -FWWE 1839 NW 29 Street Oakland Park, F133311 PHONE: (954) 742 -9515 FAX: (954) 742 -9513 EMAIL: dfloodnn,roofconsultant.net APPROVED LABORATORY ENGINEER or ( A DONALD J. FLOOD, P.E. VICE PRESIDENT- ENGINEERING DJF/bs TEST REPORT FASTENER WITHDRAWAL RESISTANCE Test Protocol TAS 105 Florida Building Code 2007 Project Name: Address: City / State: Deck: TESTING LABORATORY ACRC Pages: 1 - Archdiocese of Miami 9401 Biscayne Boulevard Miami Shores, FL. 33138 West Entrance Atlantic & Caribbean Roof Consulting •:;:;• • • TESTING & ENGINEERING SERVICES • • • • • • • • • • • • •••• • • ••.• • • MIAMI -DADE TESTING:WORAtb CERTIFICATION #08- 0709.1;3 • ; • • • FLORIDA ENGINEERINe•F RM •••••• CERTIFICATE OF AUTHORIZATION #9056• • • • • • • • • • • • • BUILDING/ROOF SYSTEM INFORMATION: Nominal Length: 63 FT Nominal Width: Parapet: No Yes Minimum Parapet Height: 5 INCHES Maximum Parapet Height: 16 INCHES Parapet Continuous Around Perimeter: No X Yes Mean Deck Height: 22 FEET DECK: DECK MATERIAL: Steel Wood ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES Pre - Drilled: No Self Driller: No New X FASTENER TYPE /MANUFACTURER: X LWC TAS 105 ROOF AREA Existing X CWF / Tectum DRILL TEC XHD Yes Yes X X X Concrete ACRC #: 10- 0167 -FWWE Page: 2 20 FT Nominal Area: 12 SQ Gypsum GROUND LEVEL ACRC ROOF DECK ... • • • .••. • • • • Other: • ":' • • • • •••• •• • • • • •••• • • • • • •••• • .• • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • •.. • Drill Bit Size: N/A “ dIa Hole Depth: N/A Tool: Dewalt Speed: 0 -2,000 rpm's ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES NUMBER OF SAMPLES: N: =10 CALCULATE MEAN: TAS -105 STATISTICAL ANALYSIS SF:= N 1 � —FM SF = 0 i =1 ANALYSIS BASED ON TAS 105 - 98: REFERENCES, FBC 2007 Note:Zeroes after N= 10 CALCULATE DEGREES OF FREEDOM: v =N— 1 v =9 SELECT t - ESTIMATOR VALUES Table 1 ) (Based on Statistical 95% Probability) Tvp := 2.260 1 FM : =N•EF FM = 395.8 CALCULATE STANDARD DEVIATION: TAS -105 are Not Samples CALCULATE MCRF: MINIMUM CHARACTERISTIC RESISTANCE FORCE F := Sample # - -> CHECK % ( DEVIATION: PD : =I FM)400 PD= 21.435 % ACRC #: 10- 0167 -FWWE Page: 3 SAMPLE INITIAL FAILURE LOAD ( LBS ) •• • • • • •••• • • • • •• • •••• • • • • • •• • • •••• • • • • • • •••• • • • •• •• ACRC •••• • • ••• • • • • • • • • • • • • • • • • • MCRF =FM —Tvp SF •.••�• � • • Y "� ••••• • •••• MCRF= 374.984 0 0 1 378 2 402 3 301 4 341 5 500 6 353 430 8 341 9 337 10 575 ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES NUMBER OF SAMPLES: N: =10 CALCULATE MEAN: TAS -105 STATISTICAL ANALYSIS SF:= N 1 � —FM SF = 0 i =1 ANALYSIS BASED ON TAS 105 - 98: REFERENCES, FBC 2007 Note:Zeroes after N= 10 CALCULATE DEGREES OF FREEDOM: v =N— 1 v =9 SELECT t - ESTIMATOR VALUES Table 1 ) (Based on Statistical 95% Probability) Tvp := 2.260 1 FM : =N•EF FM = 395.8 CALCULATE STANDARD DEVIATION: TAS -105 are Not Samples CALCULATE MCRF: MINIMUM CHARACTERISTIC RESISTANCE FORCE F := Sample # - -> CHECK % ( DEVIATION: PD : =I FM)400 PD= 21.435 % ACRC #: 10- 0167 -FWWE Page: 3 SAMPLE INITIAL FAILURE LOAD ( LBS ) •• • • • • •••• • • • • •• • •••• • • • • • •• • • •••• • • • • • • •••• • • • •• •• ACRC •••• • • ••• • • • • • • • • • • • • • • • • • MCRF =FM —Tvp SF •.••�• � • • Y "� ••••• • •••• MCRF= 374.984 PLAN IDENTIFIER & SAMPLE # INITIAL FAILURE LOAD (LBF) Section 4.1: Failure = The Point at which the Recording Gauge decreases by 5% or more FIELD PERIMETER CORNER 1 378 2 402 3 301 4 341 5 500 6 353 7 430 • • "" • •••• 8 341 • •' .. - - -- • • 9 337 • 10 575 FIELD DATA: Tested Deck Material: Fastener Type: Number of Test Samples (N =): 10 TABULATED RESULTS: ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES Metal DRILL TEC XHD TAS -105 TEST SUMMARY TEST RESULTS ACRC #: 10- 0167 -FWWE Page: 4 Tested By: Chinchilla & Ponce De Leon Test Date: 6 -11 -10 Test Apparatus: COMTEN 2000 •••• • • •••• • • • • • . • • • ACRC • • • • • • • • •• • • • • • • • • • • MINIMUM CHARACTERISTICS RESISTANCE FORCE (MCRF) F' = 374.984 LBF (Minimum Fastener Design Value) ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES TAS 105 FASTENER WITHDRAWAL RESISTANCE OBSERVATIONS The deck in the sample locations appeared in satisfactory condition. CONCLUSION ACRC #: 10- 0167 -FWWE Page: 5 ACRC PURPOSE Testing to determine the strength of a deck and the Predicted Design Value for Fastener Pull-Out Resistance. This value is calculated using statistical analysis based on 95% probability. The test procedures used in this TAS -105 provides a means of determining whether a particular mechanical fastener, when used to attach any Roofing Component to a specific substrate, provides sufficient resistance to static uplift force to meet the wind load requirements for this code for a specific building. This deck tested suitable withdrawal resistance to anchor a new re -roof or mover roof application. 6 • • • • +: •+ • • • • • • • •• • • • • • •••• • • • • • • •••• • .••• •• •• •••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • •••• ATLANTIC & CARIBBEAN ROOF CONSULTING KEY # Pull location TESTING & ENGINEERING SERVICES TAS 105 ROOF PLAN 43' NORTH ACRC #: 10- 0167 -FWWE Page: 6 • •••• • 0000 • • • • •••• • .. •• • •••• • •• . ACRC • • • • 0 0 • • • 0 • • ;••• •• •• •••• • . 0 . 0 • . • . • • .. •• • •••• • . KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: Manufacturer: Model Number: Part Number: Range: Serial Number: Customer I.D.: Cust. Barcode: Cust. Location: Specifications: S p i Company I.D. KIM001 7042 TRANSISTOR DPM -3 DIGITAL PANEL KIM001 7206 TRANSISTOR LP -3K FORCE GAGE Certified by: YAIRON ALVAREZ ICiE!L!I Certificate of Calibration # KELC- 97966 -3 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists PULL TESTER COM -TEN DFG2W2000 DFG2W2000 0 -2000 LBS 20507024 N/A N/A N/A +/- 0.5 % FULL SCALE Description 7 06- May -10 2:59:33 PM FT LAUDERDALE CaI Date: Cal. Due Date: Cal. Interval: Received: Calibration Result: Environmental Conditions: Performed By: Procedure: CaI Location: Approved By: JAVIER BALCEIRO 1 Purchase Order # For A,4 ATLANTIC & CARIBBEAN ROOF CONSULT. 1839 NW 29 ST FL 33311 • • • • • •• • Las! 44.• •••• 03 %%p9 03.hi �� • •• •• • • • • • • • • • • .• • 06- May -10 1 • u 06- May -10 06- Aug -10 3 MONTHS IN TOLERANCE PASS 74 DEG F / 36 % RH YAIRON ALVAREZ SYN 156 ON -SITE ••• • •••• 3:00:38 PM 111 This is to certify that the above listed Instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self- calibration techniques. This calibration is in accordance with Kimball Electonic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is A2LA- Accredited to ISO/IEC- 17025:2005 and compliant with MIL - STD- 45662A and ANSI/NCSL Z540.3 -2006. TURS when applicable are greater than or equal to 4:1; with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K =2 at a confidence level of approximately 95 %. unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. fibtO THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED •••• • • • •• • Cial. Due Date • • •••••• • . 3llov -14 • • • ••.• .• •• • • • • • • • • • • • •••• • • • • This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305 - 822 -5792 - Toll Free: 800 - 393 -1094 - Fax: 305 - 362 -3125 - Web: www.kelilabs.com 18 10 ALL ATLAS OF SOUTH FLORIDA, INC. March 15, 2010 Attention: Mr. Eric Weiner (Director of Building Commission) Archdiocese of Miami 9401 Biscayne Blvd. Miami Shores, Florida 33138 -2970 Protect: Pastoral Center Open Air Pavilion GAF TPO T- MA- T -I -60 RE -ROOF PROPOSAL Price: Ninety Two Thousand Four Hundred Dollars & 00 /100 Total Proposal: $92,400.00 SEE ATTACHED PAYMENT SCHEDULE (GAF TPO T- MAST -I -60 LIGHTWEIGHT DECK BUILT. UP ROOF JOB SCOPE) 1. Provide all testing and calculations to recieve all necessary permits required by the local code authority. 2. Remove the existing roof down to the lightweight concrete substrate and haul away all debris. 3. Mechanically fasten (1) one layer of ' " Dens Deck per Metro Dade Product Approval and manufactures specifications. 4. Mechanically fasten (1) one layer of GAF 0.60 TPO membrane using Drill -Tec XHD fasteners with 2 -3/4" barbed SXHD Plates per Metro Dade Product Approval and manufactures specifications.. 5. Install as necessary new GAF TPO EverGuard flashing around all existing plumbing pipe penetrations. 6. Install new GAF Pourable Sealer Pockets at all roof projections. 7. Install GAF TPO flashing at all existing skylight and vertical wall areas per manufactures specifications. 8. Install as necessary new termination flashing metals at all existing skylight and vertical wall areas per manufactures specifications. 1 A11AtlasRoofing. coin 2280 NW 16th Street, Pompano Beach, Florida 33069.954- 917 -4978 • Fax 954 -917 -4988 9. Fabricate and install new metal edge flashings at roof perimeter edges. 10. Premises are to be left in a clean condition, free from all roofing debris. *NOTES* • 1. ABOVE LISTED JOB SCOPE WILL MEET OR EXCEED THE CURRENT SOUTH FLORIDA BUILDING CODE (HVHZ) HIGH VELOCITY HURRICANE ZONE SECTION. 2. ALL PERMIT FEES FOR ROOFING WILL BE INCLUDED IN PROPOSAL PRICE. 3. ALL ENGINEERING, CALCULATIONS, PRODUCT CONTROL TESTING FOR ROOFING WILL BE INCLUDED IN PROPOSAL PRICE. 4. PROPOSAL PRICE INCLUDES ALL MATERIAL AND LABOR FOR ITEMS 1 THROUGH 10 IN GAF JOB SCOPE LISTED ABOVE. 5. WE WILL PROVIDE A GAF MANUFACTURES (20) TWENTY YEAR NDL WARRANTY ON MATERIALS AND LABOR INCLUDED IN THE PROPOSAL PRICE. 6. PROPOSAL PRICE DOES NOT INCLUDE ANY MECHANICAL OR ELECTRIC WORK. 7. PROPOSAL OSAL PRICE INCLUDES ALL CRANE CHARGES. GUARANTEES* ALL WORKMANSHIP AND MATERIAL GUARANTEED (5) FIVE YEARS FROM DATE OF COMPLETION BY ALL ATLAS ROOFING OF SOUTH FLORIDA INC. WE WILL REPLACE FAULTY MATERIAL OR FAULTY WORKMANSHIP WITH -IN THE PERIOD FREE OF CHARGE. GAF WILL GUARANTEE AND REPLACE FAULTY MATERIAL OR FAULTY WORKMANSHIP FOR TWENTY YEARS INCLUDED IN THE CONTRACT PRICE. * PRICE * $92,400.00 All Atlas Roofing of South Florida, Inc. Michael T. Kuchler: Date 3 • l - D.xp 4 0 Archdiocese of Date C n — ( O ao(0 2 A!!AtlasRoofing. com 2280 NW 16th Street, Pompano Beach, Florida 33069.954- 917 -4978 • Fax 954- 917 -4988 Contract Payment Schedule Total Contract Price: 592,400.00 Due when contract is signed 530,800.00 Due at 66% completion 530,800.00 Due at 100% completion 530,800.00 All Atlas Roofing of South Florida Inc. Date: 1 l , l D Archdiocese of Miami Date: Co ~ 10 — 0-O / 0 3 Al/AtlasRoofing.com 2280 NW 16th Street, Pompano Beach, Florida 33069.954- 917 -4978 • Fax 954 - 917 -4988 1. PROJECT PROVISIONS (PROJECT PROVISIONS) 4 a. Guideline: The project will be constructed in arks cantbnmmus to the plans and specifications. which have been examined and approved by the Owner. b. Compliance: The project will be completed in stria compliance with all laws, ordinances, rules and regulations of the applicable goverment authorities. c. Control: The agreement, plans. and specifications are intended to supplement each other. In cse of conflict, the plans will control the specifications and the agreement provisions will control lath. d Change Orders: As directed by the Owner, construetion leader, public body or Inspector, any alteration or deviation (tom to specifications that involves e:ara cost (subcontract, labor. and materials) will be executed only upon the parties entering iron a written change order. The owner will pay for expanse incurred bete of unusual or unanticipated conditions. c. Allowances: If the agreement prtae allowances, and the cast of performing the work is pester or less than this allowance. then the agreement price will be adjusted accordingly. 14 FINANCIAL RIGHTS AND RESPONSIBILITIES a Labor and Material: Contractor will provide and pay for all labor and materials necessary to complete the Pagan. Connector is released from this obligation for expenses incurred when the Owner is In arrears in making pro1Fess theca. b. Permits: Contractor will obtain and pay for all required permits and licenses. c. Taxes, Assessments and Charges: owner will pay Taxes. special assessntents oral! descriptions and charges required by public bodies and utilities. d. Bankruptcy: If either party becomes bankrupt, the other party has the right to cancel this agreement. 111. OWNERS RIGHTS AND RESPONSIBILITIES a. Canacgatlon: Owner has the unconditional right to cancel the agreement, without penalty or obligation, until midnight of the third business day after the agreement was signed. Cancellation must be done in writing. Upon cancellation, any property traded in, any payments grade antler this agreement. and the contractor will' return any negotiable instrument executed within 10 business days following receipt ofthe cancellation notice. b. Property fines: Owner shall locate and point ont property lines to the contractor. Contractor may, at his option, require the Owner to provide a licensed land surveyor's map of the propeny. e. Lisa+: Failure to pay persons supplying materials or services according to the terms of this agreement may result in the filing of andante' hens an the effected property. Owner has the right to ask the contractor for lien waivers from all persons supplying these materials or services. In the event any mechanics lien is filed through no fault of the owner. then the contractor egress to take all steps necessary for the release and discharge ofsuch lien. d Insurance: Owner grill maintain property damage insurance at least equal to the Agreement price. e. Damage to Project: Contractor will not be responsible for any damage caused by tho owner, or other causes beyond rho control of the contractor, Owner will pay for any restoration work. IV. CONTRACfoRS RIGHTS AND RESPONSIBILITIES a Delay: Contractor will be excused for any delay beyond his reasonable control. These delays may include but are not limited to act of god. labor disputes. inclement weather. acts of public authority, acts of the owner. or other unforeseen contingencies. b. Right to Stop Work: Unity payment under this agreement is not made when due. the contractor may suspend work until such time as all payments due have been mode. Any failure to snake payment is subject to a claim enforced against the property m accordance with the applicable lien laws. c. Substitution of materials: Contractor may substitute materials without notice to the owner in order to allow work to proceed. provldod that the substituted meterials ate of no lesser quality than those listed in the specifications. d. Salvage: All salvage resulting flan work under this agreement is to be retained by the contractor unless other agreements arc contained in the written specifications. e. Insurance: Contractor will maintain workers' disability compensation uhsurance for ha employees and comprehensive public liability insurance policies. V. CONIPLBTION OF PROJECT' a. Notice: Owner agrees to sign a Notice of Completion within five days of completion of the project If the project passes final inspection and the Owner does not sign the Notice. the contractor may act as the Owners agent and sign the Notice b. Clean -up: Contractor is responsible for removing debris and surplus naterial from the property, and Leaving the property in a neat and orderly condition. AlIAtlasRoofing. com 2280 NW 16th Street, Pompano Beach, Florida 33069.954- 917 -4978 • Fax 954 -917 -4988 VI. CONFLICT RESOLUTION a. Arbitration: Any controversy or claim arising out of this Agreement that cnnnot be resolved. is subject to arbitration. with an arbitrator of mutual agreement, and all parties (including Owner, Connector Architect, and Sub enactors) are bound 10 this arbitration. If any party does not appear at arbitration proceedings, the arbitrator is empowered to decide the controversy in accordance with whatever evidence is presented by the party(iesl that do patticipatc. b. Attorney fees: if either party becomes Involved m litigation arising out of this agreement. the court shall award costs/expanses including attorney fees to the prevailing party c. Limitations: No action related to this project may be made by either party against the other more than 2 years after completion of work. VU. GENERAL PROVISIONS a. Notice: Any notice required or permitted under this Agreement may be given by certified or registered mail at the addresses contained in the agreement. b. Prohibition of Assignment: Neither party may assign this agent or payment due under this agreement without the written consent of the other party. c, Qualification: This document constitutes the entire agreement of the panics. No other agreements exist. This agreement can be modified only by written agreement signed by both parties. d. Governance: This agreement shall be manned in accordance with and governed by the laws of the state in which the project is located. We will use caution during installation and will not be responsible for damages to interior or interior contents. landscaping, pool, patios. driveways. sidewalks, underground lines, except far proven negligence. It is recommended that accessible iuetrs around the exterior be placed aside *mistimes in roans with "open seam" ceilings be covered, items which might be damaged from vibration be removed m secured. items such as screen/patio enclosure. solar system. air eomfoloning system, guttering which may require removal and reinstallation are not included in this contract unl specified therein. It is agreed that the comma prise is based upon the belief that the sttucnue is sound and built in accordance with Local building codes. Additional costs to correct any of these situations will be the customer's responsibility. Customer. " I "" — ^ -- s l � r+i .3 (s • Date: GP °' f b ° ®- (C, 5 AllAtlasRoofing. com 2280 NW 16th Street, Pompano Beach, Florida 33069.954- 917 -4978 • Fax 954 - 917 -4988 Roof System Required Sections of the Permit Application Form Attachments Required See List Below (Low Slope Application (A, B, C) (1,2,3,4,5,6,1; 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 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION f NOA Cover Sheet NOA Specific System Description 0' NOA Specific System Limitations NOA General Limitations ' Applicable Detail Drawings INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. ATTACHMENTS REQUIRED T. (I Directory Listing Page) (2:) (From Tie Miami D de County No ice of Acceptance) 3) ( Design Calculations per Chapter 1b, or it applicable, HAS 12! or HAS 1 (4) iOther Component Notice of Acceptances) ■5l (Municipal Permit Application) • • • • • 6.) (Owners Notification for ' oo ing onsi • era ions ppen . ix orm ' - -ro• ing or • •epairs Only; T.) Any Kequired Koot I esting /earculation Documentation! Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 • • • • •• • Page 1 of 1 •• • • • • •• • • • • •• • •••• • • • • • •• • • •••A • • • • • • •• • ••.• • • • • • • • • • • • • •••• • • • • •••• Section A Master Permit No: Contractor's Name: Job Address: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low slope roof area (ft. All Atlas Roofing of South Florida Inc. a 9401 Biscayne Blvd. Miami Shores, Florida 12,500 SF High Velocity Hurricane Zone Roofing Permit Application Form Process No: Section A (General Information) Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other. Roof Type Are there Gas Vent Stacks located on the roof? ❑ Yes 51 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. N/A Section B (Roof Plan) Total (ft. ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): • • • • •• • • • • • • • •• • ••• • • • • • •• • • • • • •• • •••• • • • • • • •••• • • • OPEN AIR PALIVION (SEE ATTACHED DRAWING) •••• • • • •• •• •••• • • • • • • • • • • • • • • • •••• • • • • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • •• • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • .•. • •.• • • ••• • •• • • • •• ••• •• • • • • • • • • • • • • • ••• •• Section A Master Permit No: Contractor's Name: Job Address: Low Slope LAII Atlas Roofing of South Florida Inc. 9401 Biscayne Blvd. Miami Shores, Florida ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ New Roof 0 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Low slope roof area (ft. 1,200 SF High Velocity Hurricane Zone Roofing Permit Application Form Process No: Section A (General Information) Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other. Roof Type Are there Gas Vent Stacks located on the roof? ❑ Yes IN No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. N/A Section B (Roof Plan) Total (ft. ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes 1,200 SF Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): WEST ENTRANCE (SEE ATTACHED DRAWING) •.•• • • • • • • • • •• • •••• • • • • • •• • • • • • •••• • • • • • • •••• • • • • • • • • • • • • • • • •• • •••• • •• •• • • • • •• • • • • • • • West Entrance .. ..• .. • • • • • • • • • • • • • • •• ••• •• • • • • • ▪ • ••• • . • • • • • • • • • • • • • • •• • •••• • • • • • • • • • • • • • • • • •• • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • u• •• • • • •• •• ••• • • • • •• • • • .. ... . • • • •• ••• •• • ••• • • • • • • • • ••• • • • • • • • • •• • • • • .Arc Po Loral Center • ••••• • • •• • •.. •.• • • • • •.. •.• ••• • • • ••• • • Section C High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (Ma) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: Product Approval (NOA): 08- 1124.04 j System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: No ❑ Yes Parapet wall Height: Deck Type: Support Spacing: 6 Ft. ' " o/c Altemate Deck Type: Existing Roof: Fire Barrier. psf 82.009 psf psf " : 12 Roof Mean Height: — 22 Gauge Steel Deck — OPEN AIR PAVILION AND WEST LOW ENTRANCE ROOF AREAS GAF Materials Corp. 60 psf ft. Lightweight Concrete BUR with Gravel I N/A Vapor Barrier. Anchor Sheet: I N/A 1 Anchor Sheet Fastener / Bonding Material: 1 N/A Insulation Base Layer Size & Thickness: 1 Dens Deck / 4 0 X8" / 1/2" Insulation Base Layer Fastener / Bonding Material: I Preliminary Attachment / 4 Fasteners Per 4'X8' Board I Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of Ply(s): I N/A Base Sheet Fastener / Bonding Material: PIy Sheet(s) & No. of PIy(s): [N /A PIy Sheet Fastener / Bonding Material: I N/A ft. IN /A Top Ply Fastening / Bonding Material: GAF 060 TPO Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: 1 Drill - Tec XHD Fasteners / Drill - Tec 2 - 3/4" Plates ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT SINGLE PLY MEMBRANE ATTACHMENT 1. Field: ' " o/c @ Laps & rows ED " o/c " o/c @ Laps & rows " o/c 3. Comer. o/c @ Laps & rows ni " o/c 2. Perimeter. NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter Insulation Fastener Type : L Drill - Tec XHD Fasteners / Drill - Tec 2 - 3/4" Plates WOOD NAILER TYPE AND SIZE: I Existing 2 X 6 Pressure Treated Wood Nailer Fastener Type and Spacing: 5/16" Tap Cons @ 12" O/C EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment Coping Material: Coping Size: Hook Strip Size: " 1/2 Sheet Width: Parapet Coping Metal Attachment: 3. Comer. •• • 57 •• ...•1 • • • • • •. • •••. • • • — Galvanized Maly :.. —3" face 26 ga.— •• • • • —METAL EDGE HOOKA N /A —•••• • • • • 11 -1/4" Ring Shank Nails @ 4" O/C • • • J — PARAPET COPING METAL N /A- .. • • • • - -_ • • — COPING METAL SIZE N /A— •••• — COPING METAL HOOK STRIP N /A— I N/A • •• • •• • • •••• • •• High Velocity Hurricane Zone Roofing Permit Application Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Countedlashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Top Ply - lamnes- 1/4" pens D'gck 5, 5 - "ate- 5 5 v. '4 LWC Over Steel Deck ti, Roof Deck -go-- Drip Metal Wood Nailer Roof Mean Height: Drip Metal: 26 Gage Galvanized 3X3 Continuous Cleat: bN /A Surfacing: N/A Top Ply: GAF 060 TPO Single Ply Membrane 11/4" •••• ••••J Dens Deck • • • Wood Nailer: •' • • • • • •• • • • Existing 2 X 6 Press Treated • Wood Nailer Fasfening: • 15/16" Tap Cons @ .12 : /C Deck Type: 1 Steel 30 • • • • • • • • • • --_.A • ft. • ••••_ _ • • • • • • • • ••••i• M J A M aDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA)' GAF Material Corporation 1361 Alps Road We 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF EverGuare TPO Single Ply Roofing System over Lightweight Concrete De cks.) 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 chaag ®in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an entscsementVA • any product, for sales, advertising or any other purposes shall automatically terminate this 1' fI5A.'Failurellg"• 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, Fend f4l v 4 by the expiration date may be displayed in advertising literature. If any portion of the NOA ts'3isplayed, nen it shall be done in its entirety. • • • • •• •• ••.• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactutenf Cts distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08 -0107.04 and consists of pages 1 through 14. The submitted documentation was reviewed by Jorge L. Acebo. 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 • • • •• • (NOA No.: 08- 1124.04) (Expiration Date: 04/16/14) Approval Date: 02/25/09 Page 1 of 14 • • • • • • • • • • • - • • • 0000 • • • • -0-• !Deck Type 4:i Lightweight Concrete Deck Description: Cellular Lightweight concrete over minimum 2500 psi Structural Concrete or minimum 22 ga Steel deck. $ystem Type •E(3) i (Membrane mechanically attached to deck.) All General and System Limitations apply. Steel Deck: Minimum 22 ga. Grade 80 steel deck secured to minimum 'A" thick supports space at maximum 6 ft o.c. with 1TW Buildex Traxx/5 spaced at 6" o.c. Deck side laps are secured with ITW Buildex Traxx/1 fasteners spaced at maximum 24" o.c. Lightweight Concrete: Minimum 300 psi. cellular lightweight concrete deck applied with a minimum 1/8" slurry coat followed by an option minimum 2" thick Apache Holey Board and a minimum 2" thick top coat. Vapor Retarder: (Optional) Any UL or FMRC approved vapor retarder may be installed over the deck or the base layer of insulation. (Barrier:) ((Optional) TA") or 5 /8' gypsum, SecurockTM of Dens Deck secured to the deck with) (the insulation.) (Membrane:) ( EverGuare TPO)45,(60180, EverGuard is TPO FB 45, FB 60 or FB 80 Membrane (attached through to the underlying steel deck as specified below.) Fastening #1: Fasteners installed through LWC to steel deck. Membrane is mechanically attached using Drill -Tec SXHD Fasteners and Drill-Tec 2 -3/4" Barbed SXIID Plates spaced 12" o.c. within minimum 5.5" wide laps. Laps are spaced at maximum 114.5" o.c. and sealed with a minimum 1.5" wide heat weld. (Maximum Design Pressure —45 psf; See General Limitation #7) Fastening #2: Fasteners installed through LWC to steel deck. Membrane is mechanically attached using EverGuard XHD Fasteners and EverGuard 2 -3/8" XHD Plates spaced 6" o.c. within minimum 6" wide laps. Laps are spaced at maximum 112.5" o.c. and sealed with a minimum 1 -5/8" wide heat weld. (Maximum Design Pressure 52.5 • • ¢sign psj; See General Lyon #7) • ' . �..' • •• • Fastening #3: Fasteners installed through LWC to steel deck. Membrane is medltanieally • ":'. • • attached using Drill-Tec XHD Fasteners and Drill -Tec 2- 3 /8 "'arbe$ XHD • Plates or Drill-Tee 2" Double Barbed XHD Plates spaced 6" o c�Yv3t3 n minnmunt • • 5" wide laps. Laps are spaced at maximum 115" o.c. and sealed lAt1iitmin nAdrb• • • 1.5" wide heat weld. •••• (Maximum Design Pressure 52.5 psi See General LinuiIallon. #I)..' •••• Fastening #4: Fasteners installed through LWC to steel deck. Membrane is me ••••_.• a 11y) • ' •' attached using Drill-Tee XHD Fasteners and Drill-Tee 2 -3/4" Parbud SXHV' • Plates spaced 6" o.c. within minimum 6" wide laps. Laps are spp at maxim • • (114" o.c. and sealed with a minimum 1.5" wide heat weld.) •••• ((Maximum Design Pressure —60 psf,• See General Limitation #7) ) NOA No.: 08- 1124.04 Expiration Date: 04/16/14 Approval Date: 02/25/09 Page 8 of 14 Surfacing: (Optional) 1. Advanced Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. 2. EverGuard self - adhering Standing Seam Architectural Profiles installed in compliance with manufacturer's specifications and applicable Building Codes. 3. TOPCOAT Surface Seal, TOPCOAT' FireShield SB Solvent based Elastomeric Roofmg Membrane applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options Above • • • • •••• • • • • •• • •••• • • • • • • • •••• • • • • • • •••• • • • •••• • • • •• •• •••• • • • • • . • . • • • • • • •• • NOA No.: 0 8-1124.04 Expiration Date: 04 /16/14 Approval Date: 02/25/09 Page 9 of 14 • • • • •••• • • • LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For Systems where specific lightweight insulating concrete is referenced consult current lightweight insulating concrete NOA for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 300 psi. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of - psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testinilipplicatiog Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAL1•17Z ••• • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirementt,gf tj1pse arty • F sstener • densities shall be increased for both insulation and base sheet as calculated in complianc4 with Roofing Application • Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered • PMe y ssional • Engineer, Registered Architect, or Registered Roof Consultant (When this limitation •iu•specificully referred •;••. within this NOA, General Limitation #9 will not be applicable.) . • •••• • • • • • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination d2$ shall them rm to • Roofing Application Standard RAS 111 and applicable wind load requirements. • • • • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure wines (a e. fielc , t8eters„ • and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced f8tgtiirig at enhiged • • pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred' within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE APPROVED 1 NOA No.: 08- 1124.04 Expiration Date: 04/16/14 Approval Date: 02/25/09 Page 14 of 14 TGFU.R1306 - Roofing Systems Page 34 of 68 Base Sheet: — One or more plies Type G1 or Type G2 or "GAF Stratavent Eliminator Venting Base Sheet (Nailable) ", mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS Ply 6 ", hot mopped or mechanically fastened. Membrane: — Two or more plies "Ruberoid 20" or three or more plies Type G1 "GAFGLAS" Ply 6 ", hot mopped. Membrane: — " EverGuard TPO FB ", 600 Ultra and 800 Ultra or "Everguard FB" 40 -100 mil (TPA), hot mopped or mechanically fastened. 30. Deck: C - 15/32 Incline: 3/4 Insulation: — Any UL Classified polyisocyanurate, minimum 3 in. thick. Base Sheet: — One or more plies Type 01 or Type G2 or "GAF Stratavent Eliminator Venting Base Sheet (Nailable) ", mechanically fastened. Ply Sheet (Optional): — One or more plies Type 01 "GAFGLAS Ply 6 ", hot mopped or mechanically fastened. Membrane: — Two or more plies "Ruberoid 20" or three or more plies Type 01 "GAFGLAS Ply 6 ", hot mopped. Membrane: — " EverGuard TPO FB ", 600 Ultra and 800 Ultra or "Everguard FB" 40 -100 mil (TPA), hot mopped or mechanically fastened. 31. Deck: NC Incline: 3/4 Insulation (Optional): — Wood fiber, glass fiber, perlite, '/z -in. thick minimum Membrane: — One ply "Everguard TPO FB" 450 Ultra, 600 Ultra or 800 Ultra, hot mopped or mechanically fastened. 32. Deck: NC Incline: 1/2 Insulation (Optional):. Minimum 1 /z -in. thick wood fiber over any UL Classified polyisocyanurate, any thickness. Membrane: — " EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. 33. Deck: NC Incline: 2 Membrane: — " EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. • • ••. • • • •••• • • • • •. • • •••• • • • • (34. Deck: C - 15/32) (Incline: 2) • •• • • • • •••• • • • • Insulation (Optional): — Any UL Classified, any thickness. '... • • • (Barrier Board: — Minimum 1 /4 - in. thick G - P Gypsum Corp. "DensDeck ®F.00toard)" :0** • "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" (Membrane: — " EverGuard Freedom TPO" 45,(60)or 80 -mil self adhered. • • • • • • • • • • • 35. Deck: NC Incline: 1/4 • • • • • • •••• Insulation (Optional): — Atlas Roofing Corp. "ACFoam II" or "EnergyGuard RA" or Johns Manville International Inc. "ENRGY 3" or EnergyGuard RN" or Firestone Building Products "ISO 95+ GL" or "EnergyGuard" or wood fiber or glass fiber or perlite, any thickness. Slip Sheet (Optional): — 1 ply "StormSafe" mechanically fastened Membrane: — " EverGuard Freedom TPO" 45, 60 or 80 -mil self adhered. CLIENT: ALL ATLAS ROOFING OF SOUTH FLORIDA, INC. PROJECT NAME: ARCHDIOCESE OF MIAMI: PASTORAL OPEN AIR PAVILION PROJECT ADDRESS: 9401 BISCAYNE BLVD. MIAMI SHORES, FLORIDA 33138 PROJECT DATA: HEIGHT: z := 30 FT. NOMINAL WIDTH: W:= 65 FT. SLOPE: < 7 deg. Continuous Parapet => 3 FT.: NO ENCLOSURE CLASS.: OPEN BLDG. CLASS. CATEGORY: 2 IMPORTANCE FACTOR: I:= 1.00 REGION: HVHZ WIND VELOCITY: V = 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kit := 1.0 DIRECTIONAL FACTOR: Kd:= 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2007 WIND DESIGN perASCE 7 -05 Method 2: Analytical Procedure DESIGN SCOPE: ROOF CLADDING ATTACHMENT Basic Combinations Sec 2.4 Most Unfavorable Effect on Roof, (Sec.2.4.1), is Wind Uplift, W PROJECT DATA based on information provided by Client. ATLANTIC & CARIBBEAN ROOF CONSULTING, LL TESTING & ENGINEERING SERVICES MIAMI -DADE TEST LAB #08 - 0709.13 FL. CERT. OF ACTH. #9036 ACRC 1839 NW 29th Street • Oakland Park, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN SINGLE PLY TPO CALCULATE VELOCITY PRESSURE qz := 0.00256•Kz•Kzt•Kd•V qz = 45.56 PSF P:= qz•[( -GCp) + (- GCpi)] FIELD P1 := qz •[( - 1.0) + ( - 0)] EDGE P2:= qz•[( -1.8) + ( -0)] CORNER P3 := qz•[( -2.8) + (-0)] DESIGN PRESSURES: P1 = -45.56 PSF P2 = - 82.009 P3 = - 127.569 EDGE ZONE MULTIPLIER: Trial Calculations: (3' min. ) z•0.40= 12 W.0.10= 6.5 Use Multiplier a := 6.5 FT Page 1 of 2 DATE: 06/11/10 ACRC #:10 -0167SP EXPOSURE C z min = ft PRESSURE COEFFICIENT 2 9.5 z Kz := 2.01 (- /it = 0.982 COMPONENTS & CLADDING EXTERNAL COEFFICIENT: GCp From Figures 6 -11 B INTERNAL COEFFICIENT: GCpi Open: GCpi = 0 CALCULATE UPLIFT DESIGN PRESSURES: • • • • • •• • • •••• • • •••• .• •• • • . • • •••• • •••• • • • • • • • • •••• • •••• • • • • • • • • • •. • •• • • ••. • 1 METHOD OF ATTACHMENT: MECHANICAL ROOF SYSTEM ENGINEERING DATA: MfgIType: GAF Materials Corp Miami -Dade Product Notice Of Acceptance: # 08- 1124.04 Pg. 8 SYSTEM TYPE: E3 FASTENING #4 DESIGN PRESSURE: DP:= — 60 PSF ROW SPACING: RS := 114 IN HALF ROW SPACING: HRS := 57 IN QUARTER ROW SPACING: QRS:= 28.5 IN FASTENER SPACING: FS := 6 FASTENER TYPE: DRILL -TEC XHD & DRILL -TEC 2 -3/4" BARBED PLATES DECK MATERIAL: LWC OVER STEEL INSULATION: DENS -DECK MIN. 1/2" THICK MEMBRANE: GAF EVERGUARD TPO 60 mil CONSTRUCTION TYPE: RE -ROOF DESIGN FORMULA per RAS NO. 137: FASTENER SPACING fv 144 FS .— P.RS ATTACH TO DECK AS FOLLOWS: DIMENSION OF EDGE ZONES: WIDTH at PERIMETER a = 6.5 FT. LENGTH of CORNER a = 6.5 FT. The Roof Code Provisions in Chapter 15 of the Florida Building Code 2007 Apply To This Work. ATLANTIC & CARIBBEAN ROOF CONSULTING, LLG~ TESTING & ENGINEERING SERVICES MIAMI -DADE TEST LAB #05- 0709.13 FL. CERT. OFAUTH. #9036 ACRC 1839 NW 29th Street • Oakland Park, Florida 33311 ( ) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN SINGLE PLY TPO TRIAL CALCULATIONS: fv 144 = 7.902 P1 •RS fv 144 = 8.78 P2. HRS fv 144 = 11.288 P3 QRS Page 2 of 2 DATE: 06/11/10 ACRC #:10 -0167 SP PRELIMINARY ATTACHMENTS; 2 FASTENERS PER 4' x 4' BOARD 4 FASTENERS PER 4' x 8' BOARD ATTACHMENTS; FASTENER SPACED 6" O.C. WITHIN MIN. 6" WIDE LAPS. LAPS SPACED AT MAX. 114" O.C. AND SEALED WITH A MINIMUM 1.5" WIDE HEAT WELD. N.O.A. FASTENER DESIGN VALUE: (RS FS) fv := DP 144 fv = —285 LB DP = -60 . >_. P1= -45.56 • • • • • •• • • .••• • • • • •••• •••• • • • .. • • .. •• • • • • •••• • • FIELD ( Zone 1 ): ATTACH 6" O.C. WITHIN MIN. 6" WIDE LAPS AT FULL ROW SPACIN eRS • 114 IN. AS PER PRODUCT N.O.A. • • • • • CORNER ( Zone 3 ): ATTACH 6" O.C. WITHIN MIN. 6" WIDE LAPS AT QUARTER ROW SPACING QRS= —'28.5 IN. CL,Lk 60. .• • • • • • • • • PERIMETER ( Zone 2 ): ATTACH 6" O.C. WITHIN MIN. 6" WIDE LAPS AT HALF ROW SPICING . HRS F MN. . . .. • •• •• • • TEST REPORT FASTENER WITHDRAWAL RESISTANCE Test Protocol TAS 105 Florida Building Code 2007 Date: June 14, 2010 ACRC #: 10- 0167 -FWOP Report Prepared For: Archdiocese of Miami 9401 Biscayne Boulevard Miami Shores, FL. 33138 1839 NW 29 Street Oakland Park, Fl 33311 PHONE: (954) 742 -9515 FAX: (954) 742 -9513 EMAIL: dflood(n,roofconsultant.net APPROVED LABORATORY ENGINEER DONALD J. FLOOD, P.E. VICE PRESIDENT- ENGINEERING DJF/bs Project Name: Address: City / State: Deck: TESTING LABORATORY A AC RC Pages: 1 - Archdiocese of Miami 9401 Biscayne Boulevard Miami Shores, FL. 33138 Open Air Pavilion Atlantic & Caribbean Roof Consulting • • TESTING & ENGINEERING SERVICES • • • • • .. .. • • . .... • • . • ▪ • • • • • • • •••• MIAMI -DADE TESTING4a0oRATIOhY CERTIFICATION #08- 0709.13 . • • • • • FLORIDA ENGINEERINt • • • • CERTIFICATE OF AUTHORIZATION #9016, • . • ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES BUILDING/ROOF SYSTEM INFORMATION: Nominal Length: 197 FT Nominal Width: 96 Parapet: No Yes Minimum Parapet Height: 8 INCHES Maximum Parapet Height: 3 FEET Parapet Continuous Around Perimeter: No X Yes Mean Deck Height: 30 FEET DECK: DECK MATERIAL: Steel Wood FASTENER TYPE / MANUFACTURER: Pre - Drilled: No Self Driller: No New X X LWC TAS 105 ROOF AREA X CWF / Tectum DRILL TEC XHD Yes Yes Existing X X X Concrete ACRC #: 10- 0167 -FWOP Page: 2 FT Nominal Area: 125 SQ Gypsum GROUND LEVEL • • ACRC ROOF DECK • • •••• •btier: •••• .... • • .. .. .... .. • • • • • .... • • . • • • • • • • • • • • • • • • • • • .. • ..•. • • • • •••• Drill Bit Size: N/A dia Hole Depth: N/A Tool: Dewalt Speed: 0 -2,000 rpm's ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES NUMBER OF SAMPLES: N =13 CALCULATE DEGREES OF FREEDOM: v := N - 1 v = 12 SELECT t - ESTIMATOR VALUE Table 1 ) (Based on Statistical 95% Probability) CALCULATE MEAN : N SF := N 1 1 E (F _l i =1 ` / SF = 130.981 MCRF: =FM - Tvp•C SF MCRF= 374.293 TAS -105 STATISTICAL ANALYSIS Note:Zeroes after N= 13 Tvp = 2.179 =N FM •EF FM = 399.231 CALCULATE STANDARD DEVIATION: ANALYSIS BASED ON TAS 105 - 98: REFERENCES, FBC 2007 TAS -105 are Not Samples CALCULATE MCRF: MINIMUM CHARACTERISTIC RESISTANCE FORCE F Sample # —> CHECK r % DEVIATION: SF PD := I 1.100 FM PD= 32.808 % ACRC #: 10- 0167 -FWOP Page: 3 SAMPLE INITIAL FAILURE LOAD ( LBS 10 11 12 13 0 350 348 362 346 315 342 301 384 561 380 782 351 368 ACRC •••• • • • • • •• • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • •••• • •••• • • • • • •• •• •. • • • • • • • • • • • • • • • • • • • • • •••• • • • • •••• PLAN IDENTIFIER & SAMPLE # INITIAL FAILURE LOAD (LBF) Section 4.1: Failure = The Point at which the Recording Gauge decreases by 5% or more FIELD PERIMETER CORNER 1 350 2 348 3 362 4 346 5 315 6 342 ••.. 7 301 • • 4141 • •••• • . 8 384 �� 41..41 • • •• • • • ...... . • • 9 • 561. • • 10 380 0.0. • • • 11 782 1•S• • 4141 -- -. • • -4141 12 351 4141'..' 4141:. 13 • •• 368 • • • FIELD DATA: Tested Deck Material: Fastener Type: ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES DRILL TEC XHD Number of Test Samples (N =): 13 TABULATED RESULTS: Metal TAS -105 TEST SUMMARY TEST RESULTS Page: 4 Test Date: 6 -11 -10 • • • •• 0 . • ACRC ACRC #: 10- 0167 -FWOP Tested By: Chinchilla & Ponce De Leon Test Apparatus: COMTEN 2000 • • • • • 4100. • • 0.045 MINIMUM CHARACTERISTICS RESISTANCE FORCE (MCRF) F' = 374.293 LBF (Minimum Fastener Design Value) ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES TAS 105 FASTENER WITHDRAWAL RESISTANCE PURPOSE Testing to determine the strength of a deck and the Predicted Design Value for Fastener Pull-Out Resistance. This value is calculated using statistical analysis based on 95% probability. The test procedures used in this TAS -105 provides a means of determining whether a particular mechanical fastener, when used to attach any Roofing Component to a specific substrate, provides sufficient resistance to static uplift force to meet the wind load requirements for this code for a specific building. OBSERVATIONS The deck in the sample locations appeared in satisfactory condition. ACRC #: 10 0167 - FWOP Page: 5 CONCLUSION This deck tested suitable withdrawal resistance to anchor a new re -roof or mover roof application. :. :::: • .. . • • • .... • • • .... • .... • • • .... .. ACRC • • • • • • • .. • • • • • • • • • • • • .. .. • .... • • 18' ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES 104' KEY # Pull location TAS 105 ROOF PLAN 57' Page: 6 ACRC ACRC #: 10- 0167 -FWOP KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: Manufacturer: Model Number: Part Number: Range: Serial Number: Customer I.D.: Cust. Barcode: Cust. Location: Specifications: Certified by: YAIRON ALVAREZ Company I.D, K EIL!I Certificate of Calibration # KELC- 97966 -3 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists PULL TESTER COM -TEN DFG2W2000 DFG2W2000 0 -2000 LBS 20507024 N/A N/A N/A +/- 0.5 % FULL SCALE Description KIM001 7042 TRANSISTOR DPM -3 DIGITAL PANEL KIM001 7206 TRANSISTOR LP -3K FORCE GAGE - C1 10 L- 2:59:33 PM Purohase Order # ATLANTIC & CARIBBEAN ROOF CONSULT. 1839 NW 29 ST FT LAUDERDALE CaI Date: CaI. Due Date: Cal. Interval: Received: Calibration Result: Environmental Conditions: Performed By: Procedure: CaI Location: Approved By: JAVIER BALCEIRO i FL 33311 06- May -10 06- Aug -10 3 MONTHS IN TOLERANCE PASS 74 DEG F / 36 % RH YAIRON ALVAREZ SYN156 ON -SITE This Is to certify that the above listed Instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratlo type of self- calibration techniques. This calibration is In accordance with Kimball Electonic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is A2LA- Accredited to ISO/EC-17025:2005 and compliant with MIL - STD- 45662A and ANSUNCSL Z540.3 -2006. TORS when applicable are greater than or equal to 4:1; with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K =2 at a confidence level of approximately 95 %, unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended Interval has expired. THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED • • • • • •• • Last ca. 03- 1116■7-09. No 0 03 - • • • •• •• 06- May -10 • • • • • • • • • • •• • 1 ••• • •• • • • • • CV. Due Date :. - Ipv -10 • • 30- Nov -10 • • •••• • •••• • • • • • • • • 3:00:38 PM i 11 io • • • • • This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305 - 822 -5792 - ToII Free: 800 - 393 -1094 - Fax: 305 - 362 -3125 - Web: www.kelilabs.com Id lE;L!I 1 Notire of Asbestos Form I. Facility Name: Address Building Size • • • • • •• • III FacilityAwner• Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF ASBESTOS RENOVATION OR DEMOLITION Type of Notice (check one) ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY Type of Project ❑ DEMOLITION ❑ RENOVATION 0 ROOFING ❑ ROOF OVERLAY (NO EXISTING ROOF MATERIAL TO BE DISTURBED) IF DEMOLITION, WAS IT AN ORDERED DEMOLITION IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? Archdiocese of Miami Pastoral Center 12 19401 Biscayne Blvd. Miami Shores City Site Open Air Pavilion Florida License # City Pompano Beach • • • • • • • • •• • • • address 2980 NW 1. ` • State CCC 1326337 Florida (Square feet.) No. of Floors Prior Use: ❑ School/College/Univ. ❑ Residence • • • resent Usg • i7 SchoolliColle,ge/Univ. ❑ Residence • • Surveyed by Zip Nititicipise of Miami Address 94(11 i iscayrretto'. • If • • • • cit 1„ Miami $hores ! _• State • • •• • • • • WI. Cogtricpes Name: All Nias Roofing of South Florida Inc. All Atlas Roofing of South Florida Inc. Florida "Delivering Excellence Every Day" Division of Environmental Resource Management Air Section 701 N.W. First Court 8th Floor Miami, Florida 33130 -1540 File # Process # ❑ YES 17 NO ❑ YES 0 NO YES ❑ NO Age in Years ❑ Small Business ❑ Small Business Phone No. Zip County 33138 33069 Phone No. Other Other Ezi 4978! State Florida Zip Is the contr. exempt front Ilcensure under section 469.002(4) F.S. ❑ YES ❑ NO Notion of Asbestos Form • • • • • W. Scheduled Dates: Asbestos Removal (mm/dd/yy): Start Date ET /0/0 Finish Date / / Demo/Renovation ( mm/dd/yy): Start Date V. Procedures to be used (Check All That Apply): ❑ Strip & Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball 0 Wet Method ❑ *Dry Method ❑ Explode ❑ Burn Down Other * MUST OBTAIN PRIOR DEP APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name City VIII. Waste Disposal Site Name: Address IX. Amount of RACM or ACM MEI 14,000 1 certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart 111) will be on site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. [Michael T. Kuchler • • • • • • • 12281 NW 16 Street Square feet of surfacing material Linear feet of pipe Cubic feet of RACM off facility components Square feet of cementitious material Square feet of resilient flooring Square feet of roofing •••• • •• • • • • •• • Stop Work Immediately Call DERM Waste Management City Name of Owner / Operator / PRINT or TYPE Signature of Owner / Operator BERM IJ 1'ANLY: $dspna / Date Received El / / • •. •• • • •••• MIAMVDADE D.E.R.M, AIR QUALITY MANAGEMENT DIVISION •••• • • • required • •••• • • • • This is to certify that the req • Not'rfication(s) Regarding asbestos have been • • • • submitted in Co ■ e with • • • • • • • • • A • 00 • •••• Signe State Finish Date Pompano Beach Date '_MI / State X. Additional Comments Phone No. Zip Ell Class Florida Contact Ph. # .7 RESOURCE 1 A. AGEMENT CORE REVIEWER (MIN 4■ 0 0 9." SIGNATURE A DEPARTMENT OF ENVIRONMEN Miami Shoros Viilage ' PROVED JNING DEPT BLDG DEPT BY g- o- tolf SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND CC/LINTY RULES AND REGULATIONS DATE ----- • • • • • • • • •••• • •••• • • • • ' 4414 • • DATE •••• • • •••• • • •••• • • • • • • 1 • • • •••• • CL ••• • • • • • • • • • • •