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RF-11-514Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUN 2 Tel: (305) 795.2204 Fax: (305) 756.8972 e INSPECTION'S PHONE NUMBER: (305) 762.4949 te0 Sk LI JJ Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Master Permit No. /% / Phone #: (o/)98 171OWNER: Name (Fee Simple Titleholder): 8AAV1C 0r. AtiFX-16A Address: 57 FO City: ...1 Sny V4‘ State: F74,-) ri Zip: 3 54' Tenant/Lessee Name: J Phone #: Email: SI')er 'yo s�YI�Gr'sOY) 0 C, re , r_oom JOB ADDRESS: 92/99 NE 2nd Aliollefe City: Miami Shores County: Miami Dade Zip: 3 130 Folio/Parcel #: ✓%f 32-06' 0.13 -- 3440 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: S U 1 C WORKS OF Faer /- AlAbEbAl -e LC ,�� // J� Phone#: Address: 33 1 / W 55 ' t"')e City: 1, rt Les vakr le, t I State: L.. Zip: 33& Qualifier Name: Jr.? 977 ;'�1 J 5 Phone #: State Certification or Registration #: C.CC-4 3 Z 598 2_ Certificate of Competency #: Contact Phone#: Email Address: DESIGNER�Archite ineer: Arc kited, Arai De G II ll/ 1 11 Phone#: S � , ) i Value of Work for this Permit: $ 6, 000 Square/Linear Footage of Work: 2-00 iCt Type of Work: ❑Addition ❑Alteration ONew IJRepair/Replace C]Demolition Description of Work: A/C:, SuppAr ±S i 41 repahrs Zir, -f S -Gl € b(/.[1eimon 2 airkh 011 ** * * * * * * * **4 * * ** * ** * * * * ******* e * ***Fees************ * ******* * ** ****ray**** ********* Submittal Fee $ Permit Fee $ CCF $ CO /CC Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/F�ducation Fee $ Technology Fee Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ \' 1t, • ED Bolding 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 o such posted notice, the inspection will not be approved and a rei j�ection fee will be charged. � Signature Owner or Ag 4. The foregoing instrument was acknowledged before me this �� The foregoing instrument was acknowledged before me this day of T . e , 20 11 , by I a ej W1 s, r� t � , day of ,20 who is personally known to me o�as�redtleed. who is personally known to me or pp1��� -�- - ,��'►*� 1 as i 4FF n� RAJ a ke an MY COMMISSION # DD8561' NOTARY PUBLIC: -� EXPIRES January 29, 2013 Sign: �n:_i153 Floddallota.y Print. !L/ 6r c f ONNIMIWAN Signature As artier. and who did take an oath. , Y - SESS1E-JO RETIE MY Si My Commission Expires: EXPIRES: March 17, 2013 Notartablklinlertwitera Print: My Commission Expires: asp abL3 wwwww****** xxxxxxxxx********************************************************* *** ** * *xxxxxx** * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. CC C — /3 2--T 7 Z— Certificate of Competency No. ***************************************************************************** * * * * * * * *** * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning 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.f I ®v 771 TP 57, L JUN 0 6 2011 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING (ROOFING Master Permit No. OWNER: Name (Fee Simple Titleholder): P?An/1 0 Af -1 A Phone #: (C) 9)93.7 `I716 Address: 9 0 ( 9 ( ? So , 7 % 5;i1 D ()ICl/ 4 itof/ E U / 1/t/ -% F/ o. . City: Jac 5?) n V State: FL() ric4 Zip: 3 ??4' Tenant/Lessee Name: pp Phone #: Email: X1 /3 r 7 o c9Ylollr50)1 G�r'C JOB ADDRESS: 9 2i 99 /VE 2nd Ati i 'a City: Miami Shores County: Miami Dade Folio/Parcel #: 46/— 3 Z0 —0/3 - Is the Building Historically Designated: Yes NO Zip: 33136 Flood Zone: CONTRACTOR: Company Name: SFr V / C- WO/ /(3 OF F0I T 1--4U,bE P 2A�41,E. ' / � hone#: Address: 3331 /t ii/ .5 L tk ' zip: 333 City: Fort �- �L9'�PV'��,,�P ".� 1� State: FL. Qualifier Name: 'J c 4O) j 1 /i (/15 State Certification or Registration #: GCC-4 Contact Phone #: Email Addres DESIGNE �gineer: Ai(va ez / /VC,1 Des /1n G/ laor a, r vo Value of Work for this Permit: $ 6,, 000 Square/Linear Footage of Work: Z-o -Ft Type of Work: ❑Addition ❑Alteration r ❑New tdRepair/Replace ❑Demolition Description of Work: /� /C; suppdrL; /'o y 7v,cj repairs dor; to 5 -land (.(., rTtl rtlM ******** * ** * * * * ** ***** * ** ***** *** *** *** Fees************* ** * ***** * ** ******** *** ** * ** ** ** Submittal Fee $ Permit Fee $ /� Gd Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1g 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 __ 0 MENT." Notice to Applicant: As a condition to th . nc � :� uil F . g p '� ' with an estimated value exceeding $2500, the applicant must x" promise in good faith that a copy of the n a of `y, � ��;nce •'> t � .construction lien law brochure will be delivered to the person whose property is subject to attachment. Al ,ya . cent d 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 reinspe`` on fee will be charged. Signature Signature Owner or Agent The f• egoing instrument was acknowl-, ed be ore me day, o t , 20 �, L , by RA r who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Exp The foregoing ins day of J z� who is personally known to me or who has produced as identification and wbo did take an oath. 011111odigN P7' 4 p Sign: ,��m�:� � j � ° :.. NOTARY P Print: My mmission? .. aerp 9 "0 • 5 d C4� .. n. !/ p ,. . * ,' `ORIDaeQeQ• ************************************, x*********** * * ** **,x****,x,x***** *** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: ace 6..) BUSINESS ADDRESS: a 33) S S S CITY_EZIthia4dek STATE ZIP CODE 333 05 BUSINESS PHONE: (9) �7 --00-03 FAX NUMBER (may) 7 7 7 °° CELL PHONE ( ) QUALIFIER'S NAME: t 2 N /11 ` C'U I LL S QUALIFIER'S LIC NUMBER: E -MAIL ADDRESS (IF APPLICABLE): (kW % Q ofiv LC- LOC?-kS(em ,rNe • C n14'1 Created on 3119109 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 WILLIE JASON MICHAEL SERVICE WORKS OF FT LAUDERDALE LLC 5423 NORTH 59TH STREET TAMPA FL 33610 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.myfloridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team 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! DETACH HERE STATE OF FLORIDA AG DEPARTREffre Or BUSINESS . AND PROVBSSI iAiAL REQUILOUNI 10.0 - 8045015 xS CERTIFIED ,ROOFING et)J WILLIE,_ 0ASOT SERVICE? ..` PRITZFZED under" "Wei provisLon of ch,489 sue+; a io4 4. PI* AUG ,P-f: 0.12 44-013/0119t. D P! R • t7F RtiS S PR `ES�SI 7P?: N ONSTRUCTIO TRY ICENSING HOARD SEQ 1008 30 9 BATCH NU BER CC 32 9: The ROOFING CO i CTOR Named below I3 CERTIFIED Under the provisions of C Expiration dates AUG 31, 'BUSINESS TAX DIVISION 700 NW 19; AVENUE, FORT LAUDERDALE, FLORIDA 33311 (954)828 -5195 Business ID:� 9600720 Business Business Name: Ad -dre 3331 NW 55 ST Tax Category :OOFING CONTRACTOR SERVICE WORKS. OF FORT LAUD LLC 1,57.50 SERVICE WORKS OF FORT LAUD LLC JEFFREY D. WILLIS' 3331 NW .55 STREET FORT LAUDERDALE ,' FL 33309 ;7 ** *DETACH AND POST THIS RECEIPT IN A CONSPICUOUS PLACE *** a • • •.._v vii 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 - 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 Owner Name: JASON MICHAEL WILLIS Business Location: 3331" NW 55 ST FT LAUDERDALE Business Phone: 954 - 777 - 0203 Receipt #:185'1732 Business Type:ROOFING /SHEET METAL CON7 (ROOFING CONTRACTOR) Business Opened:10/16/2006 State /County /Cert/Reg:CCC13 2 5 9 8 2 Exemption Code:NONEXEMPT Rooms Seats N•imhsar of Machinsas� Employees 6 Machines Professionals For Vending Business Only Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 DRIVER LICENSE CLASS JASON MICHAEL WILLIS A 4505 LOMA VISTA DRIVE 4 RUC) FL 33594-728 Do 13 1 0 -0 1 -1 9 8 0 SEY HG 15sueo: 0842-2006 EXPIRES: AI-014012 RfSTA E.i • -SE (060608029653 SAFE ()RIVER ftij ACRD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05/26/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 1- 813 - 229 -8021 M. E. Wilson Co., Inc. 300 W. Platt St. Ste 200 Tampa, FL 33606 Dwight Wilson CONTACT Michelle Liwosz NAME: PHONE 813 - 229 -8021 IFA" 813- 739 -6038 (A/C. No. rd Et: (A/C. Not: E-MAIL ADDRESS: mliwosz@mewileon.com PRODUCER 3529 CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Service Works of Ft Lauderdale, LLC 3331 NW 55th Street Ft Lauderdale, FL 33309 INSURERA: Companion Specialty Insurance Company 13124 INSURER B: WESTFIELD INS CO 24112 INSURER C : BRIDOEFIELD CAS INS CO 10335 INSURER D : INSURER E : INSURER F : COVERAGE ATE NUMBER: 21389619 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IR TYPE OF INSURANCE R yD POLICY NUMBER (MMN/YYY) (MY EXP E Sy D1 FMDDL Y) LIMITS A GENERALLIABIUTY COMMERCIAL GENERAL LIABILITY I OCCUR VOLL1021100 01/01/11 01/01/12 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100, 000 CLAIMS-MADE X MED EXP (Any one person) $ 5,000 PERSONAL BADV INJURY $ 1, 000, 000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPUES PER: POUCY n ZS: n LOC PRODUCTS - COMP/OP AGG $2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CMM4651925 01 /01 /11 01/01/12 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accldent) $ X X $ $ A X UMBRELLALIAB EXCESS LIAB X OCCUR CLAIMS -MADE W81121234 01/01/11 01/01/12 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DEDUCTIBLE RETENTION $ $ $ c WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory In NH) Ii yes, describe under DESCRIPTION OF OPERATIONS Y/N N/A 019614224 01/01/11 01/01/12 X TOORY LIMIITS I Pal- E.L. EACH ACCIDENT $ 1,000,000 N E.L DISEASE - EA EMPLOYEE $ 1,000,000 below E.L. DISEASE - POUCY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg. Dept. 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE DEA MD003 ACORD 25 (2009/09) 21389619 © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: E e exA C-c*Y L,& ! C BUSINESS ADDRESS: i2-0 CITY STATE L ZIP CODE 331-1911 BUSINESS PHONE: ( I ) 2.7 ZTI 6 FAX NUMBER (.56 1 ) Z1g `"Z-77 1 CELL PHONE(_) QUALIFIER'S NAME: Pa1r o r\ 7 l QUALIFIER'S LIC NUMBER: C G, C.05 02..6 E -MAIL ADDRESS (IF APPLICABLE): C c 3J c''r Created on 3119109 BY MLDV 1 RV 3126109 MLDV ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Pennit No Contractor's Nam Job Address ❑ Lo ❑ Aspr Shin alb ROOFTYP f ❑ Reroofing ❑ Recovering 07 riorma Dutlamg C ®de EditiVn 20 High- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) as cm W ® 1` SUM} C -I FO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Process No. - -t Af' e i 1G') a1 t C 4-4,) G k)fe .� /2,0t� r.----- cu 5 4 d' c' A). < LPL- Q.. - Slope • Mechanically Fastened Tile • Mortar /Adhesive ialtic • Metal Panel /Shingles • Wood Shingles lSh�kea gles • Prescriptive BUR -RAS 150 TYPE p� Stt T-iie 0 a —� C? Z Z N BLDG DEPT ROOF SYSTEM INFORMATION Lo to (SF) Steep Sloped Roof Area (SF) 0 Section R (Rnnf 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. Vic? f ?®c)a= pcmoc--- €., It) '»2 j-' '?r -trT felt.. eiWfzi. n of/4-1a/ roe S e t r t i t + , 1 , ' 5 T - Ni S , , - 0 5 T STI N6s I, �ve e .q ._ sPri-/&. Tf 1-4' ` El Repair ❑ Maintenance Total (SF) ■ ■ ■■ ■.U.U■000 ■ ■UU ■1111U ■11■ ■: ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■� 1111■■■ 1111■ ■ ■■ MIEN1 ■1111■ ■MIE 1 ■t ■ ■ ■ ■■ ■ ■1111■■ ■ ■��v[��11 ■ ■ ■ ■�!���'�!�!11■ 1111■■■ ■ ■ ■■ ■ ■B■ ■ ■ ■■ ■ ■ ■ ■�Ii ■11■1111■■ 1111 ■ ■ ■ ■f ■ ■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■�11■ ■■ ■ ■ ■ ■[� ■ ■ ■11■ ■■■■ ■■■1111■■■■ ■ ■ ■ ■ ■ ■■ ■ ■:'11■11■■ ■t ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��!! ■ ■ ■■ ■111111■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■������� ■11 ■1111 ■1111■ ■■ ■■■ ■ ■ ■■ ■ ■ ■ ■ ■1111■ ■ ■ ■ ■ ■ ■ ■11 ■■■ ■■ ■■ ■ ■ ■ ■ ■=111111111111 ■ ■ ■■ 0„4 ‹,N,_;-5,4-, rl'.[JV'+'►Cat . e 44 -5 IticA4 1c491 r. naurs • nuu noIn nnnr o, of Flag_ i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: ,F-i Rs-- 5 r -° FJcc - ' 7/,K. c9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: °S' /• ti Pmax2: -csd. y Pmax3: -fZ '',. cc Fastener Spacing for Anchor /Base Sheet Attachment: Field: nak" oc @ Lap, # Rows dbl. @ Pill" oc Perimeter: / r " oc @ Lap, # Rows k c )1lj " oc Comer: Ail " oc @ Lap, # Rows @ AV" oc Number of Fasteners Per Insulation Board: Field ti F Perimeter ¢,t t, Corner rik Max, Design Pressure, from the specific Product Approval system: —' 2 z , 5� Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type: c'a ea C 2 6-1E— Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauge/Thickness• �' Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: 7, n Type, Fastener Spacing or Submit ynohtiFBase Sheet & No. of Ply(s): / _ Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: �/v 11-1 � Z /5O e f' nA.),Pp r A-PPlYd F2\ Base Insulation Size and Thickness: �- x 4' x Z ftpP' ° t Base Insulation Fastener /Bonding Material: Ti TZ'" S c %.<vS��.R�ravxh� /4- Arts, a� �G Gv(L , � Top Insulation Layer: S ec,9/2 e c <C r Top Insulation Size and Thickness: �`V x . 2 S Top Insulation Fastener/Bonding Material: Tarr S /1-70 /tbSi v'� Base Sheet(s) & No. of Ply(s): PI 8 1'. ii-.S e ) Base Sheet Fastener /Bonding Material: Z- r 44-40 tt t'ltai —K, b Ply Sheet(s) & No. of Ply(s): A-/'/° / (c (/ Ply Sheet Fastener /Bonding Material: Top Ply: Top Ply Fastener/Bonding Material:, 5 pH/rr G T FLORIDA BUILDING CODE — BUILDING A FT /. s �'on9 ce/— Age.) Po pit foto-- A/c 0,v9 /T5 • FT Parapet Height fie,! seeok !.s' /So Z Mean Roof Height C OTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS ii,t_1.Y._a�� --. -.rig/ • ��•L�.� ®ems ���.; . Miami, November 11, 21.9YNATECH ENGINEERING CORP. Mr. Jeff Anderson SERVICE WORKS 5423 North 59th Street Tampa, FL. 33610 Re: Bank of America ® 9499 NE 2"a Avenue Miami Shores, FL. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Dear Mr. Anderson: Pursuant to your request, DYNATECH ENGINEERING CORP. conducted an Asbestos Roof Survey on November 9, 2009 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the proposed renovation area. Access to the interior underside of the roof was not provided and is not part of this survey. The scope of our inspection covered the following areas: Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that no asbestos fibers were found in the secured bulk samples. This inspection report is the results of a customary search f the facility to expose o asbestos potential airing building materials (A.C.B.M.). This survey was destructive materials. We do not claim to have identified all of the asbestos containing building g ma e i become in the facility. If in the course of a renovation or demolition activity, suspect all activities should immediately cease and the exposed, (ie: inside walls and hidden conditions etc.., techEn Bering suspect material brought to our attention for evaluation conditions. rerecommendation. Dyna g Corporation (DEC), will not be responsible for these It has been a pleasure serving you at this phase of your project and look forward to do so in the neat :future. ,� M Wis , Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Asbestos Consultant No. EA 0045 Asbestos Business No. ZA 0000045 { tAA 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone: (305) 828 -7499 • Fax: (305) 828 -9598 E -Mail: Dynatech ®Bcllsouth.net 0 Prawaon aee,ae• vyw DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 )ate : November 10, 2009 :tient : SERVICE WORKS ?roject : Bank of America @ 9499 NE 2°d Avenue, Miami Shores, FL. i'urveyor No. : 09132004 sample -t ype : iiuu( aamnies ruu,re,a: s .L.1.iNiJ.47. Sample No. Location DESCRIPTION Approximate Amount F Np . Condition Potential for Damage Analysis I North perimeter Flashing plastic cement 320 linear feet X G/L NAD 2 North perimeter Flashing plastic cement N/A X G/L NAD 3 North perimeter Flashing plastic cement N/A X G/L NAD 4 North perimeter Flashing plastic cement N/A X G/L NAD 5 North perimeter Flashing plastic cement N/A X G/L NAD 6 West perimeter Flashing plastic cement N/A X G/L NAD 7 West perimeter Flashing plastic cement N/A X G/L NAD 8 West perimeter Flashing plastic cement N/A X G/L NAD 9 West perimeter Flashing plastic cement N/A X G/L NAD 10 NE field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood 1200 ft2 X G/L NAD F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile { Condition G = Good D = Damaged S = Significantly Damaged Potential For Damage L =Low M = Medium H = High DYNATECH ENGINEERING CORP. Analyzed by: Premnath Boodoosing McCrone Research Institute Microscopical Identification of Asbestos No. # 09132004 DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 )ate : November 10, 2009 7.1ient : SERVICE WORKS 'roject : Bank of America @ 9499 NE 2nd Avenue, Miami Shores, FL. ►urveyor No. : 09132004 in_.,t_ r. _____1__ A wn�t.oie• D 1._M_/n_C ,am le 1 i e : nunx are • 1 , iv ` F Il Condition i Potential for. Damage . Analysis Sample No. • Location I DESCRIPTION Approximate Amount N/A X G/L NAD 11 North field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood 12 North field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood N/A X G/L NAD NW field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood N/A X G/L NAD 14 West field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood N/A X G/L NAD 15 SW field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood N/A X G/L NAD 16 SW field Built up tar and gravel over fiberboard insulation over another BUR tar and gravel over wood N/A X G/L NAD F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotle Condition Potential For Damage G =Good L =Low D = Damaged M = Medium S = Significantly Damaged H = High DYNATECH ENGINEERING CORP. Analyzed by: Premnath Boodoosing McCrone Research Institute Microscopical Identification of Asbestos No. # 09132004 ROOF ASBESTOS SURVEY 9499 N.E. 2ND AVE MIAMI SHORES,FL 75 1 13 9 14 8 16 15 6 7 2 3 12 10 11 4 SHINGLE ROOF LOWER FLAT ROOF ROOFS NOT TESTED UPPER FLAT ROOF Dynatech ngineering Corp Client: Scale: SEVICE WORKS COMMERCIAL N.T.S. Project: Date: 9499 N.E.2 AVE MIAMI SHORES, FL 11 -10-09 ( MIAMI() BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-2908 NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company 310 East 96° Street Indianapolis, IN 46240-3702 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 fitils 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: Firestone Modified Bitumen Self Adhered Roof Systems over Concrete Decks LABELING: Bach 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 Supercedes NOA No. 08- 0118.01 and consists of pages 1 through 15. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0716.01 Expiration Date: 06/26/13 Approval Date: 08/21/08 Page 1of 15 ROOFING SYSTEM APPROVAL Cateeorv: Sub- Cateeorv: Materials Deck Type: Maximum Design Pressure Roofing Modified Bitumen APP /SBS Concrete -540 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 rodnct APP 180 APP 180 FR APP 170 APP 160 MB Base SA Sheet SBS Premium FR Torch Rhoflex FR Granule Test Dimensions Specification 39.4" x 32'10" ASTM D 5147 39.4" x.32'10" ASTM D 5147 39.4" x 33'6" ASTM D 5147 394"x32'10" ASTM D 5147 36" x 108' ASTM D 5147 39.4" x 33'10" ASTM D 6164 APPROVED INSULATIONS: Product Name ISO 95+ GL Dens Deck Prime Securock ASTM D6223 Product Description Polyester reinforced modified bitumen, granule surfaced membrane. Torch applied. Polyester reinforced, fire retardant modified bitumen, granule surfaced membrane. Torch applied. Polyester reinforced modified bitumen membrane. Torch applied. Polyester reinforced modified bitumen membrane. Torch applied. Fiberglass reinforced base sheet, asphalt coated on both sides with a plastic release film on the underside. Ceramic granule surface, fire rated, modified bitumen membrane with a burn-off film and reinforced with non -woven polyester mat. Glass/Polyester reinforced modified bitumen cap sheet TABLE 2 Product Description Isocyanurate Insulation Silicon treated gypsum Fiber Reinforced Coverboard Manufacturer (With Current NOA) Firestone G -P Products USG Corp. NOA No.: 08- 0716.01 Expiration Date: 06/26/13 Approval Date: 08/21/08 Page 2 of 15 APPROVED FASTENERS: Fastener Number Product Name 1. Firestone All- Purpose Fastener #15 2. Firestone HD Fastener #15 3. Firestone Concrete Drives 4. MB Barbed Metal Seam Plate 5. Hexagonal Plate 6. Seam Plate 7. Metal Plate 8. Insulation Fastening Plate EVIDENCE SUBMITTED: Test A$encv Factory Mutual Research Corp. Trinity 1 ERD PRI Asphalt Technologies TABLE 3 Product Description Insulation and membrane fastener Insulation and membrane fastener 1/4" diameter concrete deck fastener. Metal plates used for membrane securement. Insulation attachment hexagonal plate Membrane seam attachment plate. Membrane attachment plate. Insulation plate for use with Firestone Fasteners Test Identifier 3022492 3028093 3020395 3014537 3012321 3015692 F7370.11.07 F8800.01.08 -R1 F10370.05.08 FBP- 011 -02 -01 FBP- 008 -02-01 FBP - 009 -02-01 FBP- 015 -02 -01 FBP- 023 -02 -01 FBP- 007 -02 -01 Manufacturer Dimensions (With Current NOA) Various Various Various 2 "dia 3-34" I x 2- 7/8” 2 -34" dia 2" dia Firestone Firestone Firestone Firestone Firestone Firestone Firestone 3" round Firestone Description FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 / TAS 114 ASTM D 903 / TAS 114 ASTM C 1289 ASTM D6164 ASTM D 6222 ASTM D 6222 ASTM D 6509 ASTM D 6223 ASTM D 6222 Date 01/17/05 10/26/07 11/29/04 11/29/04 07/29/02 08/05/03 11/22/07 01/17/08 05/08/08 09/02/04 09/10/04 08/31/04 09/02/04 09/01/04 09!14/04 NOA No.: 08. 0716.01 Expiration Date: 06/26/13 Approval Date: 08/21/08 Page 3 of 15 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(5): Insulation adhered with approved adhesive. MI General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 GL nimum 2" thick Note: Base N/A N/A tion layer shad be adhered to the deck with OlyBond at a rate of 1 gal/sq. or OlyBond 500, Firestone I.8.0. FiX II, Firestone I.S.O. Twin Pack or Polyfoam Tite -Set in ribbons 12" o.c. Please refer to Roofing Application Standard RAS 117 for Insulation attachment. Top Insulation Layer Insulation Fasteners Fastener Density /ft2 (Table 3) mum 'A" thl N/A Note: Top i : r : tion layer shall be adhered with OlyBond at a rate of 1 gal/sq. o 01 : - ' 500, Firestone 1.8.0. FIX I[ Firestone LS.O. Twin Pack or Polyfo 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulati N/A Note: Securock shall be primed with ASTM D41 asphalt primer or Firestone SA primer and allowed to dry prior to application of base sheet. Base Sheet: One or more plies of Firestone MB Base SA self - adhered to cover board. Membrane: One ply of Firestone SBS Premium FR Torch torch applied. Surfacing: (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs/sq or 300 ibs/sq, respectively, in a flood coat of approved asphalt at 60 lbs/sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1K gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at I gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1 % gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1-2 gal/sq. 6, Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1Y2 gal/sq. Maximum Design -5,: • sf with OIyBond (See General Limitation #9) Pressure: +L! Z' sf with all other insulation adhesives (See General Limitation #9) NOA No.: 08- 0716.01 Expiration Date: 06/26/13 Approval Date: 08/21/08 Page 8 of 15 CONCRETE DECK SYSTEM LIMITATIONS: I • If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.e.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation'shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08- 0716.01 Expiration Date: 06/26/13 Approval Date: 08/21/08 Page 15 of 15 Firestone BUILDING PRODUCTS AP ` 180 FR Meets ASTM D 6222, Type I, Grade G Tested in Accordance with ASTM D 5147 Firestone Item Number: W7OPUWP180F (UltraWhiteTM) W7OPWP180F (White) W7OPBP180F (Black) DESCRIPTION: Firestone APP 180 FR is a granule- surfaced APP modified bitumen membrane. It consists of select asphalt, modified with atactic polypropylene, and reinforced with a non -woven 190 g /m2 (5.6 oz/yd2) polyester mat, enhanced with continuous glass fiber strands in the machine direction. The combination results in a flexible, yet durable roofing membrane that exceeds the performance requirements of ASTM D 6222 Type I, Grade G. APP 180 FR is ideal for both new construction and re- roofing applications as a cap sheet in single or multi -ply applications. Low slope roofs of any size, even those with numerous penetrations, may accommodate a Firestone APP 180 FR application. . Firestone APP 180 FR with UltraWhite granules has a highly reflective surface designed to meet national, state and local energy code requirements. Ultra Solar Reflectance Thermal Emittance Initial Weathered 0.72 Pending 0.90 Pending Rated Product ID 0029 Licensed Manufacturer ID 0808 Classification Production Une Cool Roof Rating Council ratings are determined for a fixed set of conditions, and may not be appropriate for determining seasonal energy performance. The actual effect of solar reflectance and thermal eminence on building performance may vary. Manufacturer of product stipulates that these ratings were determined In accordance with the applicable Cool Roof Rating Council procedures. Solar Reflectance Index (SRO = 89 SRI calculated using the ORNL (DOE) calculator, ASTM E 1980 -01 UltraWhite granules can help achieve points In the U.S. Green Building Councils LEED® rating system and meet the requirements for Califomia s Title 24 regulations. APPLICATION METHOD: APP 180 FR shall be installed by fully heat welding to an appropriate substrate. This sheet is meant to highlight Firestone's products and specifications and is subject to change without notice. Firestone takes responsibility for furnishing quality materials, which meet Firestone's published product spedfcalions. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disclaims any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer prior to installation if the structural soundness or structural ability to properly support a planned installation is in question. No Firestone representative is authorized to vary this disclaimer. Granule Surfacing Glass Reinforced Polyester Mat APP FR Modified Bitumen Bum-off Film STORAGE: All material must be stored out of the weather in a clean, dry area In its original unopened packaging at a minimum of 40 °F (4 °C) and a maximum of 140 °F (60 °C) so that it will be a minimum of 40 °F (4 °C) at the time of application. If material must be stored temporarily on the roof before application, it must be elevated from the roof surface on a pallet, stored on end, and covered from the weather with a light colored opaque tarp in a neat, safe manner not to exceed the allowable live toad of the storage area. PACKAGING: Roll Width: Roll Length: Net Coverage: Roll Weight: Pallet Size: Rolls Per Pallet: Weight Per Pallet: Pallets Per Truckload: 39.4" (1 m) 32'10" (10 m) 98 sq. ft (9.1 sq. m) 107 lb (46.5 kg) 48"x 39" (1.2 m x 1 m) 20 2,108 (958 kg) 21 Stack Firestone SBS Premium FR Squarely In Original Unopened Packaging No More Than Two (2) Pallets High PRECAUTIONS: 1. Take care when transporting and handling Firestone Modified Bitumen rolls to avoid punctures and other types of physical damage. 2. Isolate waste products, petroleum products, grease, oil (mineral and vegetable) and animal fats from all Firestone Modified Bitumen membranes. 3. This product is not intended for application in hot applied asphalt. Contact Firestone Roof Solutions Department for specific recommendations. 4. Refer to Material Safety Data Sheet for APP Membranes and Flashing. LEED INFORMATION: Post Consumer Recycled Content: 6% Post Industrial Recycled Content: 0% Manufacturing Location: Beech Grove, IN Note: Dade County Approval of UltraWhite products is pending 'Firestone Firestone Building Products Company, LLC 250 West 96th Street, Indianapolis, IN 46260 Sales: (800) 428 -4442 • Technical (800) 428-4511 www.firestonebpco.com S723- RFS -028 APP 180 FR Meets ASTM D 6222, Type I, Grade G Tested in Accordance with ASTM D 5147 Firestone BUILDING PRODUCTS Dimensions and Mass English Metric Property Unit ASTM Minimum Firestone Nominal Unit ASTM Minimum Firestone Nominal Product Thickness Net Mass Bottom Coating mil lb/100 ft2 mil 160 85 30 162 109 43 mm g /m2 mm 4.1 4,149 0.8 4.1 5,320 1.1 Physical Properties Peak Load at 0 °F ( -18 °C) ( Tensile Strength) Ibf /in 60 MD 120 kNjm 10.5 MD 21 XMD 98 XMD 17 Elongation at Peak Load at 0 F ( -18 C) % 10 MD 27 % 10 MD 27 XMD 25 XMD 25 Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 79 kN/m 8.8 MD 14 XMD 64 XMD 11 Elongation at Peak Load at ° ° 73.4 F (25 C) 0 /0 23 MD 39 0 /0 23 MD 39 XMD 50 XMD 50 Ultimate Elongation (at 5% of Peak Load) at 73.4 °F (25 °C) % MD 46 0/, % 30 MD 46 XMD 55 XMD 55 Tear Strength at 73.4 °F (25 °C) Ibf 70 MD 119 N 311 MD 530 XMD 86 XMD 382 Dimensional Stability % Change 1 MD -0.05 % Change 1 MD -0.05 XMD 0.06 XMD 0.06 Low Temperature Flexibility °F 32 14 °C 0 -12 High Temperature Stability °F 230 270 °C 110 132 Granule Loss g 2 0.6 Physical Properties After Heat Conditioning Peak Load at 73.4 °F (25 °C) Ibf /in (Tensile Strength) 50 MD 70 XMD 59 kN /m 8.8 MD 12 XMD 12 Elongation at Peak Load at 73.4 °F (25 °C) Ok 23 MD 40 XMD 47 o% 23 MD 40 XMD 47 Low Temperature Flexibility °F 32 90 oC 0 -12.8 S723 -RFS -028 BUILDING PRODUCTS APP 160 Meets ASTM D 6222, Type I, Grade S Tested in Accordance with D 5147 Firestone Item Number: W70APP0162 DESCRIPTION: Firestone APP 160 is a smooth surfaced APP modified bitumen membrane. It consists of select asphalt, modified with atactic polypropylene, and reinforced with a non -woven 190 g /m2 (5.6 oz /yd2) polyester mat, enhanced with continuous glass fiber strands in the machine direction. The combination results in a flexible, yet durable roofing membrane that exceeds the performance requirements of ASTM D 6222 Type I, Grade S. APP 160 is ideal for both new construction and re- roofing applications as a base ply, cap sheet, or as a flashing sheet in single or multi -ply applications. Low slope roofs of any size, even those with numerous penetrations, may accommodate a Firestone APP 160 application. APPLICATION METHOD: APP 160 shall be installed by fully heat welding the membrane to an appropriate substrate. STORAGE: All material must be stored out of the weather in a clean, dry area in its original unopened packaging at a minimum of 40 °F (4 °C) and a maximum of 140 °F (60 °C) so that it will be a minimum of 40 °F (4 °C) at the time of application. If material must be stored temporarily on the roof before application, it must be elevated from the roof surface on a pallet, stored on end, and covered from the weather with a light colored opaque tarp in a neat, safe manner not to exceed the allowable live load of the storage area. This sheet Is meant to highlight Firestone's products and specifications and Is subject to change without notice. Firestone takes responsibility for furnishing quality materials, which meet Firestone's punished product specifications. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disclaims any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer if soundness s thm support as planned installation is question. No Firestone tone r epresentalve is auwtred to vary this disclaimer. Mineral Release Agent Glass Reinforced Polyester Mat PACKAGING: Roll Width: Roll Length: Net Coverage: Roll Weight: Pallet Size: Rolls Per Pallet: Weight Per Pallet: Pallets Per Truckload: APP Modified Bitumen Burn -off Film 3.3 ft (1 m) 32'10" (10 m) 98 sq ft (9.1 sq m) 98 lb (44.5 kg) 48" x 39" (1.1 m x 1 m) 20 2,020 lb (918 kg) 26 Stack Firestone APP 160 Squarely In Original Unopened Packaging No More Than Two (2) Pallets High PRECAUTIONS: 1. Take care when transporting and handling Firestone Modified Bitumen rolls to avoid punctures and other types of physical damage. 2. Isolate waste products, petroleum products, grease, oil (mineral and vegetable) and animal fats from all Firestone Modified Bitumen membranes. 3. This product Is not intended for application in hot applied asphalt. Contact Firestone Roof Solutions Department for specific recommendations. 4. Refer to Material Safety Data Sheet for APP Membranes and Flashing. LEED INFORMATION: Post Consumer Recycled Content: 8% Post Industrial Recycled Content: 0% Manufacturing Location: Beech Grove, IN APPROVED Firestone Building Products Company, LLC 250 West 96s' Street, Indianapolis, IN 46260 Sales: (800) 428 -4442 • Technical (800) 428 -4511 www.flrestonebpco.com S723 -RFS -020 APP 160 Meets ASTM D 6222, Type I, Grade S Tested in Accordance with D 5147 tresicone BUILDING PRODUCTS Dimensions and Mass English Metric Property Product Thickness Net Mass Bottom Coating Unit mil lb /100 ft2 mil ASTM Minimum 140 70 30 Firestone Typical 160 100 50 Unit mm g /m2 mm ASTM Minimum 3.5 3,417 0.8 Firestone Typical 3.8 4,003 1.3 Physical Pro perti Peak Load at 0 °F ( -18 °C) (Tensile Strength) Ibf /in 60 MD 169 kN /m 14.0 MD 30 XMD 137 XMD 24 Elongation at Peak Load at MD 52 o MD 52 0 °F ( -18 °C) o /a 10 XMD 39 /O 10 XMD 39 Peak Load at 73.4 °F (25 °C) MD 75 MD 16 (Tensile Strength) Ibf /in 50 XMD 58 kN /m g g XMD 14 Elongation at Peak Load at MD 48 a MD 48 73.4 °F (25 °C) a /0 23 XMD 52 /O 23 XMD 52 Ultimate Elongation (at 5% of MD 57 MD 57 Peak Load) at 73.4 °F (25 °C) % 30 XMD 60 % 30 XMD 60 Tear Strength at 73.4 °F (25 °C) Ibf 70 MD 122 N 311.5 MD 543 XMD 91 XMD 405 ok MD -0.07 o/a MD -0.07 Dimensional Stability Change 1 XMD 0.3 Change 1 XMD 0.3 Low Temperature Flexibility °F 32 14 °C 0 -10 High Temperature Stability °F 230 270 °C 110 132 Ph sical Pro erties After Heat Conditionin Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 90 XMD 62 kN /m 8.8 MD 16 XMD 11 Elongation at Peak Load at 73.4 °F (25 °C) 23 MD 43 XMD 38 23 MD 43 XMD 38 Low Temperature Flexibility of 32 10.0 °c 0 -12.2 S723 -RFS -020 Fiestone BUILDING PRODUCTS Pourable. Sealer S -10 PartsA &B Firestone Item Number: W563587065 DESCRIPTION: Pourable Sealer S -10 is designed for sealing penetration pockets used in conjunction with Firestone roof systems. METHOD OF APPLICATION: 1. Substrates must be free from water, dust, dirt, oil, and other contaminants. 2. After preparation of the penetration pocket per Firestone Details, pour Part B into Part A and mix thoroughly using a drill with a mixing blade. Mix until the Part A material is uniform in color. If material contains gray streaks, mixing should continue. Mix so that material on the bottom and sides of the can is fully circulated and blended. 3. Pour the Pourable Sealer into the penetration pocket. Fill penetration pocket so that water is shed from the actual penetration. 4. Do not thin Pourable Sealer or use partial quantities. COVERAGE RATE: Coverage rate of 200 cu. in (3277 cu. cm) for each mixture of Part A and Part B can be expected. PHYSICAL PROPERTIES: Property Typical Performance Base: Polyurethane Color: Mixed: Black Part A: Light Gray Part B: Black Solvents: None Solids: 100% Viscosity: Part A: 250,000 - 325,000 cps w/Brookfield #7 spindle@ 4 RPM Part B: Thin, Free Flowing Specified Gravity: Part A: 1.25 Part B: 1.14 Weight/Gallon: Part A: 10.40 lb/gal (1.25 kg /L) Part B: 9.50 lb/gal (1.14 kg/L) Mix Ratio: 1 can of Part B to 1 can of Part A Pot Life 30 minutes (max.) at 72 °F (22.22 °C) V.O.C. Content 0 g/L This sheet is meant to highlight Firestone's products and specifications and is subject to change without notice. Firestone takes responsibility for famishing quality materials, which meet Firestone's published product specifications. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disclaims any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer prior to Installation if the structural soundness or structural ability to properly support a planned installation is in question. No Firestone representative is authorized to vary this disclaimer. jest vimd:0_14: N' r �JR.Aii6 ta'AU -PI` S -S0 PART & PACKAGING: • Part A: One gallon (3.78 L) can • Part B: One pint (.47 L) can • Carton: 4 one - gallon cans and 4 one -pint cans • Carton weight: about 46 lb (21 kg) SHELF LIFE: • Shelf life of one year can be expected when stored in original sealed containers at temperatures between 60 °F (15.6 °C) and 80 °F (26.7 °C). • Shelf life will be shortened if exposed to elevated temperatures. STORAGE: • Store in original unopened containers, at temperatures between 60 °F (15.6 °C) and 80 °F (26.7 °C) until ready for use. • When exposed to lower temperatures, restore to room temperature prior to use. • For optimum results, rotate stock to ensure stored material has not exceeded the shelf life of one year. PRECAUTIONARY DATA: • Review Material Safety Data Sheet prior to use. • Avoid moisture contamination. Contact with water can generate explosive pressure in a closed container. • Thinning is not allowed. • Do not contaminate with foreign materials. • Avoid contact with skin. Pourable Sealer is extremely difficult to remove. Disposable gloves are recommended when mixing and dispensing Pourable Sealer. • Avoid breathing vapors. Use only in well ventilated areas. • Cover containers tightly when not in use. LEED INFORMATION: Post Consumer Recycled Content: Post Industrial Recycled Content: Manufacturing Location: 0% 0% South Bend, IN Firestone Building Products Company 250 W. 96s' Street, Indianapolis, IN 46260 Sales: (800) 428 -4442 • Technical (800) 428 -4511 www.firestonebpco.com S723 -RFS -110 SOUTHEAST GENERAL CONSTRUCTION, INC. 120 N. SWINTON AVENUE • DELRAY BEACH, FL 33444 • PHONE (561) 278 -2776 • FAX (561) 278 -2771 PROJECT: BANK OF AMERICA — MIAMI SHORES 9499 NE 2 °d AVE, MIAMI SHORES, FL 4 DATE: 04/25/11 Page 1 of 1 Ref: Bldg Dept response City of Miami Shores Building Department Miami Shores, FL II�A' ps4, 27 Nil To whom it may concern: The purpose of this letter is to address your comments regarding the above referenced project. Please find attached the following items as requested: • Copy of Contract • Roofing contractor's licensing information • Submittal of products used to repair new roof penetrations for A/C stands and electrical/mechanical pipes. We hope the review comments are addressed to your satisfaction. Should any section require further detail please feel free to contact our office. Sincerely yours, p111i Southeast General Construction, Inc CGC #055026 Ph (561) 278 -2776 Fax (561) 278 -2771 1 CBRE CB RICHARR ELLS Work Authorization Master Contract No. LSPSEGEN2O1201O1.0.0 CBRE Real Estate Services, Inc. hereby authorizes the Work and/or Services described hereunder pursuant and in accordance with the terms and conditions of the Master Services Agreement / Contract referenced above. * "' "`"`*"""THIS FORM IS NOT VALID WITHOUT A WORK AUTHOR1ZATlOIV NUMBER Project Name: Miami Shores/Shores Villages - HVAC CBRE Work Authorization #: Fi.0238.10 -006- RCH00757 issue Date: 4/20/2011 CBRE Project Number. FL.0238.10 Supplier Name: Southeast General Construction, Inc. CBRE Project Manager: g Mike Kaplan Supplier Contact: Rabih Boueri PjM Manager Tel & Fax: 954 -473 -7055 CW Job Number: RCI100757 Sr. Management. Contact: Michael Morabito Estimated Due Date: 6/15/11 BAC Facility Location Name: Miami Shores Project Type: RB= Retail BAU Address: 9499 Northeast 2nd Ave. Project Architect: NA City/State/Zip: Miami Shores / FL / 33138 1. Scope of Work: The scope of work shall include but not be limited to the following: Remove existing air conditioning equipment including disconnect switches, piping and insulation, sheet metal connections, wiring, etc. and install new equipment, disconnect switches, piping and insulation and power and control wiring and reconnect to iC3 system where required. Provide start up, commissioning and testing and balancing services and a Test and balance Report. Provide labor and materials to deliver, lift and install all equipment. Remove all old equipment and debris. Remove and replace all existing ceilings and walls as required. All work is to be performed after regular banking hours and on weekends or in phases so as not to interfere banking center operations. Ail terms are in accordance with your Master Agreement and Schedule of Values. 2. Exhibits or File Attachments: Reese list all drawing(s), plans, specifications, addenda or other documents applicable to this Work Authorization: 3. Instructions: In accordance with your contract for the Project fisted above: a. Please provide Consulting Services based on the Hourly Rates Exhibit, not — exceed: — b. Please prepare a Budget Proposal Form (BPF) or Schedule of Values (SOV) X c. Please begin execution of the Scope of Work for the Project listed above (BPF to for the above Scope of Work /SOV/Proposal attached) 4. Pricing: Supplier warrants and covenants to provide the Work and Services for the Price listed below. Contractor Work $591,181.50 Authorization : CBRE Project Manager s. J �J A CBRE Authorzation: 6. Supplier Acceptance: This form must be signing rity. physically goad by h Contractor and the CBRE rsonnel having the appropriate atitho :/°/' //e74V 44/ 0 t ✓ Title ���' g ‘', 4�O � �rlij Name e Title I hereby acknowledge receipt and accept the commission of the Services and/or Work as stated herein for the Price listed above. The signatory represents they are a duly authorized representative of the Contractor with contractual authority to bind Contractor with respect to the Services and the Work described herein. 7. Dates: Please define the Commencement Date, Date of Substantial Completion and Date of Final Completion: Commencement Data Date of Substantial Completion: Date of Final Completion: 4/20/2011 6/15/2011 6/1512011 k HNI SHE Twestone BUILDING PRODUCTS Pourable Sealer S -10 PartsA &B Firestone Item Number: W563587065 POURABLE r SEALER t DESCRIPTION: Pourable Sealer S -10 is designed for sealing penetration pockets used in conjunction with Firestone roof systems. METHOD OF APPLICATION: 1. Substrates must be free from water, dust, dirt, oil, and other contaminants. 2. After preparation of the penetration pocket per Firestone Details, pour Part B into Part A and mix thoroughly using a drill with a mixing blade. Mix until the Part A material is uniform in color. If material contains gray streaks, mixing should continue. Mix so that material on the bottom and sides of the can is fully circulated and blended. 3. Pour the Pourable Sealer into the penetration pocket. Fill penetration pocket so that water is shed from the actual penetration. 4. Do not thin Pourable Sealer or use partial quantities. COVERAGE RATE: Coverage rate of 200 cu. in (3277 cu. cm) for each mixture of Part A and Part B can be expected. PHYSICAL PROPERTIES: Property Typical Performance Base: Polyurethane Color: Mixed: Black Part A: Light Gray Part B: Black None 100% Part A: 250,000 - 325,000 cps w /Brookfield #7 spindle@ 4 RPM Part B: Thin, Free Flowing Part A: 1.25 Part B: 1.14 Part A: 10.40 lb/gal (1.25 kg/L) Part B: 9.50 lb/gal (1.14 kg/L) 1 can of Part B to 1 can of Part A 30 minutes (max.) at 72 °F (22.22 °C) 0 g/L Solvents: Solids: Viscosity: Specified Gravity: Weight/Gallon: Mix Ratio: Pot Life V.O.C. Content: This sheet is meant to highlight Firestone's products and specifications and is subject to change without notice. Firestone takes responsibility for furnishing quality materials, which meet Firestone's published product specifications. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disdaims any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer prior to installation if the structural soundness or structural ability to properly support a planned installation is in question. No Firestone representative is authorized to vary this disclaimer. 9-10 PART A Famirokrimul.' .3010.0.33 138 9/29/2009' PACKAGING: • Part A: One gallon (3.78 L) can • Part B: One pint (.47 L) can • Carton: 4 one - gallon cans and 4 one -pint cans • Carton weight: about 46 lb (21 kg) SHELF LIFE: • Shelf life of one year can be expected when stored in original sealed containers at temperatures between 60 °F (15.6 °C) and 80 °F (26.7 °C). • Shelf life will be shortened if exposed to elevated temperatures. STORAGE: • Store in original unopened containers, at temperatures between 60 °F (15.6 °C) and 80 °F (26.7 °C) until ready for use. • When exposed to lower temperatures, restore to room temperature prior to use. • For optimum results, rotate stock to ensure stored material has not exceeded the shelf life of one year. PRECAUTIONARY DATA: • Review Material Safety Data Sheet prior to use. • Avoid moisture contamination. Contact with water can generate explosive pressure in a closed container. • Thinning is not allowed. • Do not contaminate with foreign materials. • Avoid contact with skin. Pourable Sealer is extremely difficult to remove. Disposable gloves are recommended when mixing and dispensing Pourable Sealer. • Avoid breathing vapors. Use only in well ventilated areas. • Cover containers tightly when not in use. LEED INFORMATION: Post Consumer Recycled Content: Post Industrial Recycled Content: Manufacturing Location: 0% 0% South Bend, IN Firestone Building Products Company 250 W. 96s' Street, Indianapolis, IN 46260 Sales: (800) 428-4442 • Technical (800) 428 -4511 www.firestonebpco.com S723 -RFS -110 AG t Li No Exoapkrts Taken El Make corrections noted C Revise and Resubmit CI Rejected Review is for General Conformance with the designed intent of the project. Contractor is responsible for all dimensions, quantities, construction techniques, and full compliance with the requirements of the pecifications. APP 160 Meets ASTM D 6222, Type I, Grade S Tested in Accordance with D 5147 Firestone BUILDING PRODUCTS 2 Dimensions and Mass English Metric Property Unit ASTM Minimum Firestone Typical Unit ASTM Minimum Firestone Typical Product Thickness mil 140 160 mm 3.5 3.8 Net Mass lb/100 ft2 70 100 g /m2 3,417 4,003 Bottom Coating mil 30 50 mm 0.8 1.3 Physical Properties Peak Load at 0 °F ( -18 °C) (Tensile Tensile Strength) Ibf /in 60 MD 169 kN /m 14.0 MD 30 XMD 137 XMD 24 Elongation at Peak Load at 0 °F ( -18 °C) % 10 MD 52 % 10 MD 52 XMD 39 XMD 39 Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 75 kN /m 8.8 MD 16 XMD 58 XMD 14 Elongation at Peak Load at 73.4 °F (25 °C) % 23 MD 48 % 23 MD 48 XMD 52 XMD 52 Ultimate Elongation (at 5% of Peak Load) at 73.4 °F (25 °C) % 30 MD 57 % 30 MD 57 XMD 60 XMD 60 Tear Strength at 73.4 °F (25 °C) Ibf 70 MD 122 N 311.5 MD 543 XMD 91 XMD 405 Dimensional Stability Change 1 MD -0.07 oh Change 1 MD -0.07 XMD 0.3 XMD 0.3 Low Temperature Flexibility °F 32 14 °C 0 -10 High Temperature Stability °F 230 270 °C 110 132 Physical Properties After Heat Conditionin Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 90 kN /m 8.8 MD 16 XMD 62 XMD 11 Elongation at Peak Load at 73.4 °F (25 °C) % 23 MD 43 % 23 MD 43 XMD 38 XMD 38 Low Temperature Flexibility °F 32 10.0 °C 0 -12.2 S723 -RFS -020 APP 160 Meets ASTM D 6222, Type T Grade S Tested in Accordance with D 5147 Tsreston2 BUILDING PRODUCTS Dimensions and Mass English Metric Property Unit ASTM Minimum Firestone Typical Unit ASTM Minimum Firestone Typical Product Thickness mil 140 160 mm 3.5 3.8 Net Mass lb/100 ft2 70 100 g /m2 3,417 4,003 Bottom Coating mil 30 50 mm 0.8 1.3 Physical Properties Peak Load at 0 °F ( -18 °C) (Tensile Strength) Ibf /in 60 MD 169 kN /m 14.0 MD 30 XMD 137 XMD 24 Elongation at Peak Load at 0 °F ( -18 °C) o % 10 MD 52 o /0 10 MD 52 XMD 39 XMD 39 Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 75 kN /m 8.8 MD 16 XMD 58 XMD 14 Elongation at Peak Load at 73.4 °F (25 °C) /0 23 MD 48 /0 % 23 MD 48 XMD 52 XMD 52 Ultimate Elongation (at 5% of Peak Load) at 73.4 °F (25 °C) % 30 MD 57 °/0 30 MD 57 XMD 60 XMD 60 Tear Strength at 73.4 °F (25 °C) Ibf 70 MD 122 N 311.5 MD 543 XMD 91 XMD 405 Dimensional Stability Change 1 MD -0.07 % Change 1 MD -0.07 XMD 0.3 XMD 0.3 Low Temperature Flexibility °F 32 14 °C 0 -10 High Temperature Stability °F 230 270 °C 110 132 1 Properties After Heat Conditionin Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 90 kN /m 8.8 MD 16 XMD 62 XMD 11 Elongation at Peak Load at 73.4 °F (25 °C) % /0 23 MD 43 /0 % 23 MD 43 XMD 38 XMD 38 Low Temperature Flexibility °F 32 10.0 °C 0 -12.2 S723 -RFS -020 'Firestone BUILDING PRODUCTS APP 180 FR Meets ASTM D 6222, Type I, Grade G Tested in Accordance with ASTM D 5147 Firestone Item Number: W7OPUWP180F (UltraWhiterm) W7OPWP180F (White) W70PBP180F (Black) DESCRIPTION: Firestone APP 180 FR is a granule - surfaced APP modified bitumen membrane. It consists of select asphalt, modified with atactic polypropylene, and reinforced with a non -woven 190 g /m2 (5.6 oz /yd2) polyester mat, enhanced with continuous glass fiber strands in the machine direction. The combination results in a flexible, yet durable roofing membrane that exceeds the performance requirements of ASTM D 6222 Type I, Grade G. APP 180 FR is ideal for both new construction and re- roofing applications as a cap sheet in single or multi -ply applications. Low slope roofs of any size, even those with numerous penetrations, may accommodate a Firestone APP 180 FR application. . Firestone APP 180 FR with UltraWhite granules has a highly reflective surface designed to meet national, state and local energy code requirements. Solar Reflectance Index (SRI) = 89 SRI calculated using the ORNL (DOE) calculator, ASTM E 1980 -01 UltraWhite granules can help achieve points in the U.S. Green Building Council's LEED® rating system and meet the requirements for California's Title 24 regulations. APPLICATION METHOD: APP 180 FR shall be installed by fully heat welding to an appropriate substrate. This sheet is meant to highlight Firestone's products and specifications and is subject to change without notice. Firestone takes responsibility for furnishing quality materials, which meet Firestone's published product specifications. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disdains any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer prior to installation if the structural soundness or structural ability to properly support a planned Installation is in question. No Firestone representative is authorized to vary this disclaimer. Glass Reinforced Polyester Mat APP FR Modified Bitumen Bum-off Film aftWattafettadilifillit. gotr fo ste NINA i I STORAGE: All material must be stored out of the weather in a clean, dry area in its original unopened packaging at a minimum of 40 °F (4 °C) and a maximum of 140 °F (60 °C) so that it will be a minimum of 40 °F (4 °C) at the time of application. If material must be stored temporarily on the roof before application, it must be elevated from the roof surface on a pallet, stored on end, and covered from the weather with a light colored opaque tarp in a neat, safe manner not to exceed the allowable live load of the storage area. PACKAGING: Roll Width: Roll Length: Net Coverage: Roll Weight: Pallet Size: Rolls Per Pallet: Weight Per Pallet: Pallets Per Truckload: 39.4" (1 m) 32'10" (10 m) 98 sq. ft (9.1 sq. m) 107 lb (46.5 kg) 48"x 39" (1.2 m x 1 m) 20 2,108 (958 kg) 21 Stack Firestone SBS Premium FR Squarely In Original Unopened Packaging No More Than Two (2) Pallets High PRECAUTIONS: 1. Take care when transporting and handling Firestone Modified Bitumen rolls to avoid punctures and other types of physical damage. 2. Isolate waste products, petroleum products, grease, oil (mineral and vegetable) and animal fats from all Firestone Modified Bitumen membranes. 3. This product is not intended for application in hot applied asphalt. Contact Firestone Roof Solutions Department for specific recommendations. 4 Refer to Material Safety Data Sheet for APP Membranes and Flashing. LEED INFORMATION: Post Consumer Recycled Content: Post Industrial Recycled Content: 0° Manufacturing Location: Beech Grove, I N ' Firestone 0 I APPROVED; Note: Dade County Approval of UltraWhite products is pending C Firestone Building Products Company, LLC 250 West 96th Street, Indianapolis, IN 46260 Sales: (800) 428-4442 • Technical (800) 428 -4511 www.firestonebpco.com A6, 0 US S723 -RFS -028 initial Weathered, Solar Reflectance 0.72 Pending Thermal Emittance 0.90 Pending Rated Product ID 0029 Licensed Manufacturer ID 0608 c I m zi PI 0s Classification Production Line Cool Roof Rating Council ratings are determined for a fixed set of conditions, and may not be appropriate for determining seasonal energy performance. The actual effect of solar reflectance and thermal emlttance on building performance may vary. Manufacturer of product stipulates that these ratings were determined In accordance with the applicable Cool Roof Rating Council procedures. Solar Reflectance Index (SRI) = 89 SRI calculated using the ORNL (DOE) calculator, ASTM E 1980 -01 UltraWhite granules can help achieve points in the U.S. Green Building Council's LEED® rating system and meet the requirements for California's Title 24 regulations. APPLICATION METHOD: APP 180 FR shall be installed by fully heat welding to an appropriate substrate. This sheet is meant to highlight Firestone's products and specifications and is subject to change without notice. Firestone takes responsibility for furnishing quality materials, which meet Firestone's published product specifications. Neither Firestone nor its representatives practice architecture. Firestone offers no opinion on and expressly disdains any responsibility for the soundness of any structure. Firestone accepts no liability for structural failure or resultant damages. Consult a competent structural engineer prior to installation if the structural soundness or structural ability to properly support a planned Installation is in question. No Firestone representative is authorized to vary this disclaimer. Glass Reinforced Polyester Mat APP FR Modified Bitumen Bum-off Film aftWattafettadilifillit. gotr fo ste NINA i I STORAGE: All material must be stored out of the weather in a clean, dry area in its original unopened packaging at a minimum of 40 °F (4 °C) and a maximum of 140 °F (60 °C) so that it will be a minimum of 40 °F (4 °C) at the time of application. If material must be stored temporarily on the roof before application, it must be elevated from the roof surface on a pallet, stored on end, and covered from the weather with a light colored opaque tarp in a neat, safe manner not to exceed the allowable live load of the storage area. PACKAGING: Roll Width: Roll Length: Net Coverage: Roll Weight: Pallet Size: Rolls Per Pallet: Weight Per Pallet: Pallets Per Truckload: 39.4" (1 m) 32'10" (10 m) 98 sq. ft (9.1 sq. m) 107 lb (46.5 kg) 48"x 39" (1.2 m x 1 m) 20 2,108 (958 kg) 21 Stack Firestone SBS Premium FR Squarely In Original Unopened Packaging No More Than Two (2) Pallets High PRECAUTIONS: 1. Take care when transporting and handling Firestone Modified Bitumen rolls to avoid punctures and other types of physical damage. 2. Isolate waste products, petroleum products, grease, oil (mineral and vegetable) and animal fats from all Firestone Modified Bitumen membranes. 3. This product is not intended for application in hot applied asphalt. Contact Firestone Roof Solutions Department for specific recommendations. 4 Refer to Material Safety Data Sheet for APP Membranes and Flashing. LEED INFORMATION: Post Consumer Recycled Content: Post Industrial Recycled Content: 0° Manufacturing Location: Beech Grove, I N ' Firestone 0 I APPROVED; Note: Dade County Approval of UltraWhite products is pending C Firestone Building Products Company, LLC 250 West 96th Street, Indianapolis, IN 46260 Sales: (800) 428-4442 • Technical (800) 428 -4511 www.firestonebpco.com A6, 0 US S723 -RFS -028 APP 180 FR Meets ASTM D 6222, Type 1, Grade G Tested in Accordance with ASTM D 5147 'Firestone BUILDING PRODUCTS 22 011 Dimensions and Mass English Metric Property Unit ASTM Minimum Firestone Nominal Unit ASTM Minimum Firestone Nominal Product Thickness mil 160 162 mm 4.1 4.1 Net Mass lb /100 ft2 85 109 g /m2 4,149 5,320 Bottom Coating mil 30 43 mm 0.8 1.1 Peak Load at 0 °F ( -18 °C) (Tensile Tensile Strength) Ibf /in 60 MD 120 kN /m 10.5 MD 21 XMD 98 XMD 17 Elongation at Peak Load at 0 °F ( -18 °C) 0/0 10 MD 27 ° /0 10 MD 27 XMD 25 XMD 25 Peak Load at 73.4 °F (25 °C) (Tensile Strength) Ibf /in 50 MD 79 kN /m 8.8 MD 14 XMD 64 XMD 11 Elongation at Peak Load at 73.4 °F (25 °C) o /° 23 MD 39 ° /0 23 MD 39 XMD 50 XMD 50 Ultimate Elongation (at 5% of Peak Load) at 73.4 °F (25 °C) % 30 MD 46 % 30 MD 46 XMD 55 XMD 55 Tear Strength at 73.4 °F (25 °C) Ibf 70 MD 119 N 311 MD 530 XMD 86 XMD 382 Dimensional Stability % Change 1 MD -0.05 % Change 1 MD -0.05 XMD 0.06 XMD 0.06 Low Temperature Flexibility °F 32 14 °C 0 -12 High Temperature Stability °F 230 270 °C 110 132 Granule Loss g 2 0.6 Peak Load at 73.4 °F (25 °C) (Tensile Strength) lbf/in 50 MD 70 kN /m 8.8 MD 12 XMD 59 XMD 12 Elongation at Peak Load at 73.4 °F (25 °C) o /° 23 MD 40 ° /0 23 MD 40 XMD 47 XMD 47 Low Temperature Flexibility °F 32 9 0 °C 0 -12.8 S723 -RFS -028