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RF-14-43313- 2! Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227205 Permit Number: RF -3-14-433 Scheduled Inspection Date: January 29, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: , TROPICAL CHEVROLET Work Classification: Tile/Flat Job Address: 8880 BISCAYNE Boulevard Miami Shores, FL Phone Number (305)754-7551 Parcel Number 1132060200880 Project: <NONE> Contractor: THERMA SEAL ROOFS SYSTEMS LLC Phone: (561)223-2096 13ullicli comments INSTALL NEW SINGLE PLY ROOF INSPECTOR COMMENTS False Inspector Comments Passed INSIDE THE MECHANICAL ROOM, THERE IS A ROOF ACCESS HATCH WHERE INSPECTOR WILL FIND ACCESS TO THE ROOF AS WELL THE PERMIT CARD AND PLANS. Failed ❑ CALL LORI FOR ANY QUESTIONS 561-223-2096 Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 28, 2015 For Inspections please call: (305)762-4949 Page 27 of 39 ,a i 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 8880 Biscayne Blvd City: Miami Shores County: Folio/Parcel#: 11-3206-020-0870 Is the Building Historically Designated: Yes v MAR 0 7 20% SBC 20 Permit No. q:Ft 1 �i " C4 � Master Permit No. CC13-2139 ROOFING Miami Dade Zip: 33138 NO XXXX Flood Zone: OWNER: Name (Fee Simple Titleholder): Tropical Chevrolet Inc Phone#: AddrPcc 8880 Biscayne Blvd City: Miami Shores Tenant/Lessee Name: Email: State: FL Zip: 33138 CONTRACTOR. Company Name: Therma Seal Roof Systems, LLC Phone#: 561-223-2096 Address: 804 Old Dixie Highway Suite 6 City. Lake Park State: FL Zip: 33403 Qualifier Name: Dave Wikel Phone#: 561-223-2096 State Certification or Registration #: CCC1325862 Certificate of Competency #: _ Contact Phone#: 561-223-2096 Email Address: Igaroutte@thermasealroofs.com DESIGNER: Architect/Engineer: Nudell Architects Phone#: _ Value of Work for this Permit: $ 20,000.00 Square/Linear Footage of Work: 1879 Type of Work: OAddition ❑Alteration�-���_ew ORepair/Replace ODemolition Description of Work: Install new single ply roof [[[[ll Submittal Fee Scanning Fee $ Notary Color thru tile: Permit Fee $ CCF Radon Fee $ CO/CC $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Aftess City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip 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 comm4cement must be poste at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence o pnotice, the inspection will not a approved and a reinspection fee will be charged. Signature • . ' ! 1 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this �A The foregoing instrument was acknowledged before me this day of W-FfCK—> 20 t , by day of , 20\!-, by who is personally known to me or who has produced �ho is personally known to n ---,,or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY LIQ NOTARY PUBLIC: AkAy """'jFS YANILIS ALEMAN ass 'Notary Public - State of FloridaSign: z• Sign: oCommission # EE 84053 p L ENZ'Prmt € FMy Commission ExpirMy Commiss,2017 ion Expire 4*r FdOolow Avg* 4ro+s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) N 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. X COPY OF QUALIFIER'S STATE LIC CARD B. x COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. x COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) 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: Therma Seal Roof Systems, LLC BUSINESS ADDRESS: 804 Old Dixie Highway #6 CITyLake Park STATE Florida ZIP CODE 33403 BUSINESS PHONE:5( 61 ) 223-2096 FAX NUMBER5( 61 1444-2272 CELL PHONE 51 61 ) 719-2653 QUALIFIER'S NAME: Dave Wikel QUALIFIER'S LIC NUMBER: CCC -1325862 E-MAIL ADDRESS (IF APPLICABLE): dwikel@thermasealroofs.com Created on 3119109 BY MLDV / RV 3126109 MLDV ACOO CERTIFICATE OF LIABILITY INSURANCE i,., ATE 2/27/2014 /27/2°°14 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 pollcy((es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 Frank H. Furman, Inc. NAME Theresa Aubrey, CIC PHONE _ (954) 943-5050 FAICAX No): (954)942-6310 (AIG Na - theresa@furmaninsurance.com ADDRP. 1314 East Atlantic Blvd.I INSURER(S) AFFORDING COVERAGE NAIL # 0. Box 1927 INSURERA:Starr Surplus Lines Ins Ca 13604 Pompano Beach FL 33061 INSURED INSURERBAhio Security Insurance Co 24082 INSURER C:Commerce & Industry Insurance 19410 Therma Seal Raaf Systems, LLC INSURER DBrid efield Employers Ins Ca 110701 804 Old Dixie Hwy, Suite 6 INSURER E X COMMERCIAL GENERAL LIABILITY INSURER F: Lake Park FL 33403 --..--A ^mac NCOTICIt•ATC A111a4RCD•1 d-1 5 Aute/GL/IImb/WC REVISION NUMBER: IiVYGISN%'JU- va.rvu rvr+•�..•wr..vr...-- -- _____, _-, _- _. CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD THIS IS TO ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I LTR OF INSURANCE ADDLSTYPE UBR POLICY NUMBER MSD EFF POLICY �Y UNITS GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,000 X COMMERCIAL GENERAL LIABILITY MED EXP (Arty one person) $ 5,000 A CLAIMS -MADE a OCCUR LPG-GL02357-00 /1/2014 /1/2015 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: $ Ea aed SINGLE LIMIT 1,000,000 POLICYFX PRO- JP-CTLOC AUTOMOBILE LIABILITY BODILY INJURY (Per person) $ X B ANY AUTO ALL OWNED SCHEDULED 55986211 /1/2014 /1/2015 BODILY INJURY (PeraWdent) $ AUTOS AUTOS NON -OWNED PROPERTY DAMAGE Peraccident $ HIRED AUTOS AUTOS $ UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 C X EXCESS LIAB CLAIMS MADE $ E021324930 /1/2014 /1/2015 DED RETENTION X WC SLI Oa D WORKERS COMPENSATION E.L. EACH ACCIDENT $ 1,000,000 AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNEWEXECUTIVE E.LDISEASE- EAEMPLOYE $ 1,000,000 OFFICERtMEMBEREXCLUDED? NIA 830-52359 /1/2014 /1/2015 (Mandatory in NH) E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS flow DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AddMonal Remarks Schedule, If more space Is required) GtK I H-K.;A I C f'IULUCK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE Dirk DeJong/TA n wnnnn nAosA�AT1AAI All rinh4c n%corvotl ACORD 25 (2010/05) v 1x00 -4v Iv •0 1148025 oninrsi n1 Tho Ar-npn name anti Inn^ aro ronictarotl marltc of Ar.npn CONSTITUTIONAL TAX COLLECTOR www•pbetax com Tel: (561) 355-2264 • 804 OLD DIXIE HWY STE 6 Serving Pain Beach Co LAKE PARK, FL 33403 Serving you. je , TYPE OF BUSINESS OWNER CERrWMTION ffi I RECEIPT WATE PAiD AW PAID BILL 0 2MM CW ROOFING CONTRACTOR • VWKEL DAVE LESLIE cCC132sw U13831 - 07/16H3 $204.43 840221634 This document is valid only when receipted by the Tax Colledoes Office. STATE OF FLORIDA PALM BEACH COUNTY 2013/2014 LOCAL BUSINESS TAX RECEIPT THERMA SEAL ROOF SYSTEMS LLC LBTR Number: 201360539 THERMA SEAL ROOF SYaF-MS LLC EXPIRES: SEPTEMBER 30, 2014 804 OLD DIXIE HWY STE 6: WEST PALM BEACH, FL ,33403 This receipt grants the privilege of engaging in or ui�nti�tt�ttWululil .. .managing any business profession or occupation . ....... . . lnlittibl Rst jurt�iditsit'tand MUS f Ire cor�plarotrsiy displayed at the place of business and in such a manner as to be open to the view of the public. A N N B U. G AN N O N • P.O. Box 3353, West Patin Beach, FL 33402-3353 '"LOCATED AT"" IDCONSTITUTIONAL TAX COLLECTOR •pb�� Tel: (561) �-� $04 OLD DIXIE HWY STE 6 Serving Patin Beach County Serving you. LAKE PARK, FL 334.03 TYPEOFBUSINESS — OWNER CERTIFCATW# I RECEIPTSIAAYEPAID AWPA.ID BILLS n -W ROOF -M CONTRACTOR WIKELDAVELESLIE I CCC1=9V U13.6310p-07M" $30.O 840221666 This document is vdd only when necatpted by the Tax Cdtectoes Office. STATE OF FLORIDA PALM BEACH COUNTY 201312014 LOCAL BUSINESS TAX RECEIPT THERMA SEAL ROOF SYSTEMS LLC LBTR Number: 201360538 THERMA SEAL ROOF SYSTEMS LLC EXPIRES: SEPTEMBER 30, 2014 804 OLD DIXIE HWY STE 6 WEST PALM BEACH, FL 33403 ar�w it ny hwhese professionor .tt��llt��ll�ll���llll .. yyftftsJurisdiction and' USrbe comp y .. _ dyed st the place of busbiess efal In such a planner as to be open to the view of the public. a S'�-ATE OF FL•Oi1IDA DEPARtMENT•OF BUSINE$S•AND PROPIRSSIbNAL Rt* 0"-1 -nON CONS'RUCTION.INDUSTRY•LIf, ENSING,BOARD. •; 2.6iI'pWT8J0ERTIFiED'-:. i' ► .pro i %risofJbhihpter-4$9 FS.. i:' '�pii'ati�n�tlate<� AUG 3�1 c 2014 <.. - ...' •y-.�.u�,n1 >-.:, :;;.'. ., l:- •�4 y ..•:... \.ti'V ,�4^.`, ..i`•,�,e: 4 _ � •tet.., •�...' :` • , ' `'> . 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'� ..' .�''•• . �'1 . �J•W�. �.'•_ r � � r "�y� `i I`\� t' •i.,��• !a•.,•�y � t ", WOF:�" ''•. ....... ,r'•+,• 4'..,,._...,, ••�'\. ,� aiWa a„'}.� "..,., + t�\, try :,�,` '\ °•,, h,"�~���,. �,Y '` ',� �,.. !✓''"� '.,. .. ���' ,'. :3 '•" "ve.. .... ..°„,.,",tee. u •,";�. �.�- -•.•. ``�i�' a,�°4,� "'.�, f r..re.. „y ^Ati ^'• ��.,��.'•+.an. ;9. b�•• . }„ R � � to 6 b. •I° �,° ".:y ....". �, rr''"�iM'Mn.N:n''.r..au.."e�`�.v'k, ,,;`s.. ... a bu•' «:y 'S3 .�q, 6 !% •,✓'r .E ,. . .-,...•^ ... ..;.o��� .alf?"hN". .a' '"'�'t ;. ow^, ,'°'"eh. try 'i...t�•- "^l. vt�. ..;6"1 ••"1��..,iw��s�`�', Z��� ''�«,e ... �.v)'v .�- .»" 'wP=��:°� •al�y..r•y�as•,s.:«"^ .�y ..yy�i •.L.• Y. •4`.,vt � 4• t'+�l ^.. d`.. ,:'•......1,'... �^�`...+.vfw..+.M,e'k:.�e„�w9rt4:.,p..�.v'�r:::...rF.�n•:.r��.:�.„u......T•.".4•a...,..w � ..���:5i��m�». RICK SCOTT ISSUED: 08/29/2013 SEO # L1308290000871 KEN Lhrvavn GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY Ford► '0 (Rett. December2011) DoPerfrnent of Ute Treasury Intervert Revamre Savhs Name (as shown an your Therma Seal Roof Request for Taxpayer Identification Number and Certification taxreturm) us, LLC V name, it Check appropriate box for federal tex classification: ❑ lndieiduaVade proprietor ❑ C Corporatbn ❑ S COMMUon ❑ Partnership ❑ TMWestate ❑ Umked qty company. Fater Use tax classlfboon (C=C corporation. S=S corporation, P=PWh=s #P) U Other (see krstryolionel ► Address (mmnbe•, street, and apt. or sults 804 Old Dixie Hlahwav Suite 6 Lake Park, Florida name aril Give Foran to the requester. Do not send to the IRS. Enter your TIN In the appropriate box. The TIN provided must match the name given on the "Nam" ane I ti t ascuntgnumoer to avoid backup withholding. For lndividuals, this is your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Fart 1 Instructions on page 3. For other -M - entities, it is your employer identification number Q]N). If you do not have a number, see How to get a L1�LJ 77N on page 3. Note. if the account Is in more than one name, see the chart on page 4 for guidelines on whose IEMPIO' 104WOPOQY' number number to enter. M46- - 1 8 1 b 1 0 1 8 1 3 1 7 Under pena0les of perjury. I certify that: 1. The number shown on this form is my correct taxpayer iderhittcation number (or I am waiting for a number to be issued to me), and 2. lam not subjsct to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service QRS) that I am subject to backup withholding as a result of a failure to report All interest or dividends, or (c) the IRS has notified me that I am no longer spblea to backup witthholding, and 3. 1 am a U.S. citizen or other U,S. person (defined belon4. Certification instructions. You must cross out item 2 above if you have been notified by the iRS that you are currently subject to backup withholding because you have failed to report ail interest and dividends tax return. For real estate trarrmcUbrs, Item 2 does not apply. For mortgage interest paid, acquisition or abanckwaimkof securedatlon of debt.. ccanbftXors to an individual retirement arrangement GRA). and generally, paymertth outer than i d t1vkfends, Y . • 3;� to sign the catiflogdon, but you must provide your correct TIN. See the insbugtions on page 4. sign Here I signaare of UAPerson ► j General Instructions NOW, if a requhester, gives you a form otter than Form W-9 to requact your TIN, You mint use the requester's form 9 it is substantially similar Section references are to the Internal Revenue Code unless otherwise to this Form W-9. noted. Deftdtion of a U.S. person. For federal tax purposes. you are Purpose of Form c mddeted a U.S. parson if you are: A person who Is required to file an information return with the IRS must • An Individual who In a U.S. citizen or U.S. resident alien. obtain your correct taxpayer idec>tlflcation number (TIN) to report,. for example, income paid to you. real estate transactions, mortgage interest • A partnership, corporation, company,or association created or organized In the united States or under the laws of the United States, you paid, acquisition or abandmuniett of secured property. canceilatkm . An estate (other thin a foreign esteft). or of debt, or contributions you made to an IRA. • A domestic trust (as defined in Regulations section 301.7701-4 Use Form W-9 only if you are a U.S. person Qnduding a resident allen), to provide your correct TIN to the parson requesting It (the Special miss for parbwnhip & Partnerships that conduct a trade or business In the United States are generally required to pay a withholding requester) and, when applicable, to: tax on any "n partners' share of income from such business. 1. Certify that the TIN you are gFiGhg is correct (kir you are waiting for a Further, in certain uses where a Form W-8 tuns not been received, a number to be Issued), partnership is required to presume flat a partner is a foreign person. 2. Cetffy that you are not subject to backup withholding; or and pay the withholding tax. Therefore,, If YOU are a U.S. person that is a Pier in a partnership conducting a trade or business in the United 3. Claim exemption from backup withholding if you are a U.S. exempt States. provide Form W-9 to the PIrthership to establish your U.S. payee H applicable, you are also certifying fust as a U.S. parson, Your status and avoid withholdlrng on your share of partherahip Tricorns. allocable stare of any Partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively connected income Cat. Na 10231X Form W-9 (Rev. 12-201 1) K r° Miaryii Shores' Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MARCH 11, 2014 Permit No: RF14-433 Building Critique Review 1. Liability and workers comp insurance should reflect the description of operation on the certificate. 2. Provide wall flashing details. 3. Provide roof ventilation as shown on sheet A-140 of the approved plans. 4. Fastener attachment on section C should be in accordance with the calculations provided by R. N.Sailappan, P.E. Florida license number 46696, dated 02-13-14. 5. Product approvals and submittals should be review and approved by the design professional of record prior to submitting to the building department. The submittal should be stamp as approved. Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 h Velocity Hurricane Zone Uniform Penult Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: System Required Sections of the I Attachments Required Permit Application Form I See List Below ATTACHMENTS REQUIRED: 0000 • • 0000 •• • 0000 • 0000•• 0000 1. Fire Directory Listing Pae • 2. From Product Approval: """ L 0 Specific System Description ;"0 Specific System Limitations General Limitations : .0. Applicable Detail Drawings 00 • 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permit Application L Owners Notification for Roofina Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 2 L LU 0.1 n E ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 h Velocity Hurricane Zone Uniform Penult Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: System Required Sections of the I Attachments Required Permit Application Form I See List Below ATTACHMENTS REQUIRED: 0000 • • 0000 •• • 0000 • 0000•• 0000 1. Fire Directory Listing Pae • 2. From Product Approval: """ Front Page Specific System Description ;"0 Specific System Limitations General Limitations : .0. Applicable Detail Drawings 00 • 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 6. Municipal Permit Application S. Owners Notification for Roofina Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE — BUILDING • • 000.0 •00• • 0000 .••0 • 0000• PFROOF ASSEMBLIES AND ROOFTOP STRUCTURES I I Florida Building Code Edition 2007 High -velocity Hurricane Zone Uniform Penmit Application Form. Master Permit No. CC 13-2139 Process No. Contractor's Name Therma Seal Roof Systems, LLC Job Address 8880 Biscayne Blvd Miami Shores, Florida 33138 Low Slope ❑ Asphaltic Shingles XNew Roof Low Slope Roof Area (SF) t 0490 ROOF C.ATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Total(SF) I 8eF) Section R (Reef Plant 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. FLORIDA BUILDING CODE — BUILDING • .• Rd ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High -Velocity Hurricane Zone Un form Permit Application Form. Section C Low Slope pplication) Fill in specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Johns Manville Product Approval No.: 12-0605.02 pg 17 Design Wind Pressures, From RAS 128 or Calculations: Pmax1• 49.q3Pmax2:. VPmax3•L4_06 Max. Design Pressure, from the sVc Plcduct Approval system: d Deck: Type: Gauge/Thickness: Slope: Anchor/Bass Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Pdw150 I w A 01"% Base Insulation Size and Thickness: '313 4 8c/ FT 9 ' • • •••• •• Para F El •• i • •AL • •• ••• • • i .Mean — �' • •'Roof • • • �-ieigh� • • • a Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: IC/ " oc @ Lap, # Rows 1-0<V " oc Perimeter: -6—" oc @Lap, # Rows L " oc r Corner. " oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board: Field 4 Perimeter \ Corner a Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Base to Ins�a#?n F er Bon2! terialMA Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet FastenerBonding Material:._.,,— Top Ply: 06 6 1 Top Ply Fastener/Bonding Material: i FLORIDA BUILDING CODE — BUILDING • • 0 moi• •.� Coping Metal Velivering Excellence Every ®ay" Miami -Dade County HVHZ Electronic Roof Permit Form Single Ply Membrane Coping Metal Detail Approved fasteners r --Rn- fiPO4MI Through Single Ply Itlenrlxane Approved fasteners W sealing washers mitt 12" ok Pt good Haller Approved fasteners as required Sealant as required by Membrane Manufacturer Single Ply Membrane Base Flashing .Adhered Single Ply! Membrane -Base Layer & Optional Top Layer of Insulation Coralnous Cleat 1 gauge heavier than the Coping Metal Provide Component Information Parapet Wall Height t Surfacing: Single Ply Membrane Type: Deck Type: 0000.. 0000 0000.. 0000.. 0000 0000 0000.. • 0000 0000 0000. 0000..6 .. 0000. .. .. . .. 00 *0:0 0000.. • . . ❑•MeCNAttadxd o * o o • 0 0000 . .. .8006. .0000 ... t. u 0 00 0 Ill •ilfllT 1!• P07i• 616@1 M 1lOICPItl 1 1W1 6161®66fE6.lp�f66 o Ao A HOWARDNUXLLr 24= e4rmm mm. p N0TIOE �t5 meso® �MCM H 79M pcw so TROPICAL CHEVROLET mwd shm raft as » d m In m swwo am Em ereBi A140 � c•w.•eener � ffiiow aa. � i I � NAMIla 10 6ESYM �\ AN Ao A HOWARDNUXLLr 24= e4rmm mm. p N0TIOE �t5 meso® �MCM H 79M pcw so TROPICAL CHEVROLET mwd shm raft as » d m In m swwo am Em ereBi A140 1 0 0 Date: February 14, 2014 Roofing Submittal Project Name: Tropical Chevrolet Miami Shores 8880 Biscayne Blvd. Miami Shores, FL 0 REVIEWED 0 REJECTED 0 REVISE AND 0 FURNISH AS RESUBMIT CORRECTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for. Confirming and correlating all quantities and dimensions; selecting fabrication process and techniques of construction; coordinating his or her work with that of all other trades and performing all work in a safe and satisfactory manner 000000 • • •••• •••••• The contractor shall check and approve all shop drawings and : • •' : • • • • • letters of intent for conformance with the contract documents prior to forwarding to the architect for his review • If information on the shop drawings differ in any way from the contract plans and specifications, the contractor must • • • • • • • • • • • • • submit a letter along with the shop drawings highlighting the • • • • • • • . • • • • • • difference and explaining why he did it. if the differences are g .' ..' : ' ..' . • • • • • not highlighted or brought to the attention of the architect, the • architects review of the shop drawings will not be construed• 000000 0 • • • to be approval of the difference ' ' 0 go 0:0 ' 0' o " • • • • •00 0 00 00 NUDELL ARCHITECTS 0 0 0 0000 2013-069 JOB NO. 02/17/2014 DATE Jason A Fochtman BY Main Office: 804 Old Dixie Highway * Lake Pari, FL 33403 • Tel: 561.223.2096 ■ Fax: 561.444.2272 License # CM 328620 Solutions Driven and Customer Focused • wee pl')36 '7 MIAMaIiAD " MIAMI -DADS COUNTY r PRODUCT CONTROL SECTION 11805 SW 26 3tme4 Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.em/economv Johns Manville Corporation 717 17* Street Denver, CO 80202 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: JM TPO Single Ply Roofing System over Steel Decks. LABELING.' Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereit►.* 0 "o • 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed 1M there has bearrno change in the applicable building code negatively affecting the performance of this prod; • • • • • • •....• TERMINATION of this NOA will occur after the expiration date or if there has been a w&von or ehangv in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as 6 at4orsem&e&f any product, for sales, advertising or any other purposes shall automatically terminate this Nit "hire tf%pntgly 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 County966 ;'ld i*c and,fol%wed by the expiration date may be displayed in advertising literature. If any portion of the ACOA is displayed, Mien it shall be done in its entirety. . • • :of* INSPECTION: A .copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09-1013.05 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Acer NOA No.: 12-0605.02 Expiration Date: 12/24/14 Approval Date: 12/12/13 Page I of 20 0000.. 0000.. 0000.. 0000. 0000.. 0000.. .0000. '0 • Membrane -Type. TPO Deck Type 2I: Steel, Insulated Deck Descriptions Min 18-22 ga., 33 ksi steel decking attached to steel supports spaced 6& o.c. using 2 Traxx 5 fasteners and 3/" washers at each rib spaced 6" o.c. (at the bottom flute). The washers are low carbon steel flat 0.75" OD with 0.328" diameter hole, and 0.065" thick. The side laps are fastened with three Traxx I screws spaced evenly between the supports. System Type D(3): Membrane attached over preliminary fastened Insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. The following assembly is approved to a maximum design pressure listed with specific fastening patterns. No substitutions shall be made. Base Insulation Layer ENRGY 3, ENRGY 3 25 PSI, ValuTherm Minimum 2" thick Layer (optional) DensDeck, JM Minimum %"J Insulation Fasteners (Table 3) N/A Insulation Fa w r — -"'- able 3) if Board, Invinsa Board Fastener Density/ft2 N/A Fastener Density/= N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and,four fasteners for any insulation board having no dimension greater than 8 ft. • • • • Membrane: JM TPO mechanically fastened to the deck through the insulaiiva'asdescribed . 00 below. Side laps are sealed with a 1.5 -inch wide heat weld ...... ..:. Membrane is mechanically attached using High Load fastene000000 fates s c . 'l.p p.%to 6" o.c. within 6" laps of a 5 ft. wide sheet. Side laps sealed wilk #jq imumt jX, I heat weld. 6 6 6 • • • • • • Maximum Design • • 00 • • Pressures: -82.5 psf. (See General Limitations # 7) • • • • • • 6.66•• e • • •• • ••0• • 6600 NOA No.: 12-0605.02 Expiration Date: 12/24/14 Approval Date: 12/12/13 Page 17 of 20 • • 6666•• 1 0 0 STEEL DECD SYSTEM L1IVIITATIONS: 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. 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 of20-401bs./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" oc., 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 IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.isq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. b. Fastener spacing for mechanical attachment of anchorlbase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a sp%rjfW system. Should the fastener resistance be less than that required, as determined by the.Buillling OfftWj • • •.. • revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineef,Afeittect, or .... .' Registered Roof Consultant maybe submitted. Said revised fastener spacing shall utilize"withdFA&I *so*:* resistance value taken from Testing Application Standards TAS 105 and calculations irr+ ;xpliance with• Roofing Application Standard RAS 117. • • • •. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requifflddits of tlle*• areas. • •: • •. Fastener densities shall be increased for both insulation and base sheet as calcullii'C td eom liartce. with 00009 06.6 •w •• • • 6660•• Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, :1=0 0 and seals by a • • Florida registered Professional Engineer, Registered Architect, or Registered Roo Consiltant jWhgn this ... • limitation is specifically referred within this NOA, General Limitation #9 will not be upplicallf-j• • • . . 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing terminati8s Adgrns shall6©mdorm : sees: 660: with Roofing Application Standard RAS 1 I I and applicable wind load requirements. 06:0 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and. Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12,0605.02 Expiration Date: 12/24/14 Approval Date: 12/12/13 Page 20 of 20 e MIAMWADE MIAMI -RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MM) Miami, Florida. 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goo/economy Johns Manville Corporation 717 17* Street Denver, CO 80202 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: JM TPO Single Ply Roofing System over Steel Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been file4 ano6there hag h2Ln no • • •' ; • change in the applicable building code negatively affecting the performance of this prod " TERMINATION of this NOA will occur after the expiration date or if there has beengrrmision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as hL•fiorsewtht bf any product, for sales, advertising or any other purposes shall automatically terminate this MIA! ailure 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 Countg, F:O4da, and thllowed ' . by the expiration date may be displayed in advertising literature. if any portion of the*NOA is dis$ayewilpthen : 0 0 0 it shall be done in its entirety..00 :0000: .. . .... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its t1ifflibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09-1013.05 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Acebo. JAPPROVED J NOA No.: 12-0605.02 Expiration Date: 12/24/14 Approval Date: 12/12/13 Page 1 of 20 ROOFING SYSTEM APPROVAL Ca o : Roofing Sub -Category Single Ply Roofing Material: TPO Deck Type: Steel Maximum Design Pressure: -82.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description JM TP0-45 45 mils thick ASTM D 6878 Polyester reinforced Thermoplastic TAS 131 Olefin single ply membrane. JM TPO-60 60 mils thick ASTM D 6878 Polyester reinforced Thermoplastic TAS 131 Olefin single ply membrane. JM TP0-80 80 mils thick ASTM D 6878 Polyester reinforced Thermoplastic TAS 131 Olefin single ply membrane. JM TPO FB -115 60 mils thick ASTM D 6878 Polyester reinforced, fleece backed, TAS 131 Thermoplastic Olefin single ply membrane. JM TPO FB -135 80 mils thick ASTM D 6878 Polyester reinforced, fleece backed, TAS 131 Thermoplastic Olefin single ply membrane. JM Urethane Insulation 5 gal. Proprietary A one part, cold -applied adhesive Adhesive JM Two Part Urethane 5 gal. Proprietary A two -component, cold -applied Insulation Adhesive adhesive • • • 0 JM TPO Membrane 5 gal. Proprietary A synthetic rubbel:based adhesive used .... • • Adhesive (Solvent -Based) on single ply roofing melhbranes.;"• '. JM TPO Membrane 5 gal. Proprietary 000000 ••0• A synthetic rubbersWaLadhesivenced 0see" • • Adhesive (Low VOC) with full or adhered T'FO • � Y 1�a • • • 0 roofing membrane systems. • • • • ":". JM TPO Membrane 5 gal. Proprietary 0000.. .. A polymeric, wet 1py'tgg fsingl$sft.' 0000.. Adhesive (Water -Based) application), low-VQOadhesive. •; JM TPO Primer 3 gal. Proprietary A synthetic polym!r-based pry • : • , • , JM TPO Primer 3 gal. Proprietary A low VOC, synthefk9 polymer -b 0000.. • (Low VOC) pie' *see JM TPO Walkpad 552" x 30" x 50' Proprietary Textured walkway protection membrane JM TPO Detail Membrane 24" x 50' TAS 131 Non -reinforced membrane for wrapping (61 cm x 15.24 m) pipe flashings and vertical stacks and for waterproofing joints of JM TPO Coated Metal NOA No.: 12-0605.02 �MY ® Expiration Date: 12/24/14 RMIAM. � , Approval Date: 12/12/13 Page 2 of 20 c y Membrane Type: Deck Type 2I: 1 W11A Steel, Insulated Deck Description: Min 18-22 ga., 33 ksi steel decking attached to steel supports spaced 6ft. o.c. using 2 Traxx 5 fasteners and 3/a" washers at each rib spaced 6" o.c. (at the bottom flute). The washers are low carbon steel flat 0.75" OD with 0.328" diameter hole, and 0.065" thick. The side laps are fastened with three Traxx 1 screws spaced evenly between the supports. System Type D(3): Membrane attached over preliminary fastened insulation, All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. The following assembly is approved to a maximum design pressure listed with specific fastening patterns. No substitutions shall be made. i ( Base Insulation Layer Insulation Fasteners Fastener Density/ft2 (Table 3) �. ENRGY 3, ENRGY 3 25 PSI, ValuTherm • Minimum 2" thick N/A N/A :DeZns p Insulation Layer ptj'onal) Insulation Fasteners Fastener Density= JM SECUROCK Gypsum -Fiber Ro ard, Invinsa Board m'/4" thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 fL, and four fasteners for any insulation board having no dimension greater than 8 fL Membrane: JM TPO mechanically fastened to the deck through the insulatioq as des4 • below. Side laps are sealed with a 1.5 -inch wide heat weld '..' .... Membrane is mechanically attached using High Load fasten aid plates spaced 6" o.c. within 6" laps of a 5 ft. wide sheet. Side laps sealed witbA minimupl l.5" heat weld. ' Maximum Design • • • • • • • • • Pressures: -82.5 ps£ (See General Limitations # 7) •..... NOA No.: 12-0605.02 MAMMADE COUNTY Expiration Date: 12/24/14 Approval Date: 12/12/13 Page 17 of 20 6 ( , 3 STEEL DECK SYSTEM U IITATIONS: 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. 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 1bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force fl value of 275 lb£, 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 OfAcjgl, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Enginegr, Azchitect,•p;..0 0 0 0 0.. Registered Roof Consultant may be submitted. Said revised fastener spacing shall udW t8e withdrwml • resistance value taken from Testing Application Standards TAS 105 and calculatio"ieoomplianee writh • • • •' • Roofing Application Standard RAS 117. """ : :0609: 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requMMents of INU areas. 0 Fastener densities shall be increased for both insulation and base sheet as calc ;laieT in co I riaVice wi0000 • Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared,Agged anct sftw by %.... Florida registered Professional Engineer, Registered Architect, or Registered Roc4Cmultant (When this •. limitation is specifically referred within this NOA, General Limitation #9 will net be applicaft1Q.8 . 000000 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination Otgigns dhall 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 (i.e.. eld, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-0605.02 Expiration Date: 12/24/14 Approval Date: 12/12/13 Page 20 of 20 Membrane: '7M TPO 45 mil", JM TPO 60 mil" or "JM TPO 80 mil." 20. Deck C-15/32 Incline: 1/2 Slip Sheet: One layer Atlas Roofing "FR10" or "FR50". Insulation: Atlas Roofing "ACFoam W, 1.5 is min thickness with all joints staggered 6 in from plywood joints. Membrane: '7M TPO 45 mil", JM TPO 60 mil" or '7M TPO 80 mil" 21. Deck. C-15/32 Incline: 2 Barrier Board: 1/4 in. min G -P Gypsum DensDed0 with all joints staggered min of 6 in. from the plywood joints. if Membrane: '7M TPO 45 mil", JM TPO 60 mil" or "JM TPO 80 mil" 22. Deck: C-15/32 Incline: 1/2 Slip Sheet: Three layers "VersaShield FB -1S". Insulation (Optional): Any UL Classified, any thickness (except EPS and wood fiberboard). Membrane: "JM TPO 45 mil", JM TPO 60 mil" or '7M TPO 80 mil" 23. Deck: C-15/32 Incline: 2 Slip Sheet: Three layers-VersaShield FB -1S". Membrane: "JM TPO 45 mil", JM TPO 60 mil" or "JM TPO 80 mil" 24. Deck. C-15/32 Incline: 1/2 Slip Sheet: Two layers "VersaShield FB -1S". Insulation (Optional): Any UL Classified, any thickness (except EPS and wood fiberboard). Membrane: , '7M TPO 45 mil", JM TPO 60 mil" or "JM TPO 80 mil„ 25. Deck: C-15/32 Incline: 1/4 Slip Sheet: Two layers "VersaShield Underlayment" or "VersaShield Insulation: Any UL Classified, any thickness (except EPS). Membrane: '7M TPO 45 mil", JM TPO 60 mil" or "JM TPO 80 mil" 26. Deck: NC Incline: 1/2 Insulation: Polystyrene, any thickness Slip Sheet: Atlas Roofing "FR10" or "MT Membrane: "JM TPO 45 mil", JM TPO 60 mil" or '7M TPO 80 mil" 27. Deck: NC Incline: 2-1/2 Membrane: "JM TPO-1", 45-60 mil. 28. Deck: NC Incline: 3/4 Insulation. Atlas Roofing "ACFoam 11- "EnergyGuard RA", wood fiber, glass fiber or perlite, any thickness. Membrane: '7M TPO-1", 80 mil. 29. Deck: NC Incline: 1/2 Insulation: "ENRGY 3", wood fiber, glass fiber or perlite, any thick- ness. Membrane: "JM TPO-1", 45-80 mil. 30, Deck: NC Incline: 3/4 Insulation "ENRGY 3", wood fiber, glass fiber or perlite, any thick- ness. Membrane: '7M TPO-1", 80 mil. 31. Deck: C-15/32 Incline: 2 Insulation (Optional): Any UL Classified, any combination, any thickness. Barrier Board: 1/4 in. min G -P Gypsum DensDeck® with all joints staggered min of 6 in. from the 1 ' ints. 32. Deck: NC Incline: 3/4 Insulation (Optional): "ENRGY 3", any thickness. e: '7M TPO". 33. Deck: NC e l Insulation (Optional): "Invinsa Roof Board", 1/4 in. thick, or "Invinsa Roof Board" over "ENRGY 3", any thickness. s Membrane: '7M.TPO". Class B - Mechanically Fastened (TPO) 1. Deleted 2. -Deleted Membrane: '7M TPO-1", 45-60 mil. 7. Deck: C-15/32 Incline: 1/2 Slip Sheet: One or more plies o£Atlas.Roc:fang "PR.5 Membrane: '7M TPO-1", 4W 1:1• • i : i i 8. Deck: C-15/32 • Ir=cl- r.1/10: Slip Sheet: One or more plies Alilas Rabfiaig 4TS 501 Membrane: IM TPO-1", 45-80 mil. „> 9. Deck: C-15/32 Incline: 1/2 Slip Sheet: One or more plies AtL%%Roofing "M 1O Membrane: '7M TPO-1"1 454 *L: • • •i 10. Deck C-15/32 • • e kwEne:• / Base Sheet: One or more layh Id Type G2 'TermA cally fastened. `"' Insulation: Min. 1-1/2 in. of "ENRGY 3", mechanics Membrane: '7M TPO". • • • • • MAINTENANCE AND FVAIC JIST.EW� Class A ) 1. Deleted ,: : s • s 2. Deleted 3. Deleted ;. 4. Deleted 5. Deck: C-15/32 Incline: 1/4 Existing Roof: Class A smooth or gravel surfaced (gra 400 lbs/sq.) b -u -r covered with: Insulation: One layer of one of the following: sR, 1. Owens Corning Specialty & Foam Products '�anFolda; "DuraphW or ' Durapink Plus",1 in. max thickness 2. Tenneco Building Products "AMOCOR®" M, PB611 , in. max thickness. 3. Dow Chemical "Styrofoam Recovermate®", 1/2 in. nu Membrane: 1M TPO 45 mil", JM TPO 60 mil" or "7 6. Deck. C-15/32 Incline: 1/2 Existing Roof System: Class A insulated or uninsril surfaced with a cap sheet or smooth surface with or wil covered with: Insulation (Optional): Any Listed polyisocyanurate; Baselply or Cap Sheet (Optional): Type Gl, G2 or' fastened or hot mopped in place. Membrane: '7M TPO 45 mil", JM TPO 60 mil" or ' 7. Deck: C-15/32 Incline: 1/4 Existing Roof System: Class A gravel maintained at rate covered with 1; Insulation 1/2 in. (min.) wood fiberboard. "' Membrane: "JM TPO-1", (45 or 80 mil) fully adherE Membrane Adhesive (Water Based)" applied at 120 membrane may be mechanically fastened. 8. Deck: C-15/32 Incline: 1/4 Existing Roof: Class A smooth or gravel surfaced (gra 400 lbs/sq.) BUR covered with: Insulation "Invinsa Roof Board, 1/4 in. thick over," insulation, any combination, any thickness. Membrane: '7M TPO-1", (45 or 60 mil). JOHNS MANVILLE ENGINEERED PRODUCTS GROUP 995 MT PLEASANT RD, SPARTANBURG SC 29307 ASPHALT FELT SYSTEMS WITH HOT ROOFIN( Unless otherwise indicated, these constructions may utrliz perlite, glass fiber, wicyanurate, combination isocyan' mopped or mechanically fastened. Class A 1. Deck: NC Incline: 1 LOOK FOR THE UL MARK ON PRODUCT �R Class A Incline: 1/4 .x ._ .. j6 'XOptiouab: One or more layers of coin�, of the following, any thickness: poly 6berr: or wood fiber. • Ply S- het: _One or more plies of SPUNBOND POI; { i�rBttl(u or •HTBUR40 nonwoven felt imbedde . - roofing -as phalt. SurfaI One application of Karnak No. 97 • coatirig,apphed-at 1-1/2 gal/sq. Al UARfMANCE AND REPAIR SYST •' f3ttxe9g rivise indicated, these constructions are in hozY bier'�ttp, Class A, B or C system. Class A t Z?a4k Incline: l 5t })o<si System: Class A, B or C (gravel m ksai►.(Qptional): Perlite, wood fiber, isocyan #asiaced' Ar hot mopped. Bass "aheet;ptional): Type 15, Type 30, Type Gl i or, naffed in place.,.; . Ply Spee ;.One or more plies of SPUNBOND POI or I1T6) tIZU nonwoven felt imbedded in conventio meds StirEae _ravel or crushed stone at 400 lb/sq or ' hot robilt , -phalt or loose laid.. ? Deak��3 --� Incline: 1/2 vm: oof jstem: Class A, B or C (gra el > lfJptional}: Perlite, wood fiber, isocyan 4 fa 0 or Eliot mopped. Base W".100 ionalk Type 15, Type 30, Type Gl c or trtr place. Ply 5l►� to or more plies of SPUNBOND POI lam' + 0 Ytonwoven felt imbedded in conventio l aka Gravel or crushed stone at 4:00 lb/sq in or aid 3 Incline: 1/4 Exisb g71 --System: Class A,,B or C (gravel m: ' ttorr'40ptional): Perlite, wood fiber, isocyan sten, 9r 1>4k hot e ibp tottalk mopped. 15, Type 30, Type G1 c or na m place: axe ,or more plies of SPUNBOND POI; �$ RTBUR40 nonwoven felt imbedde �' roofirig���t. Id coat with 1-1/2 gal/sq fr'bered alw inea*` F KALWALte L . sfA PO BOX 237, MANCHESTER NH 03105 k :c; OTHER SYSTEMS BClass A reinfo� designated "20 LS" used in this syster bro i faces bonded to an insulated aluzr 04 k C { Incline: No , 'May be either self supporting or me d to jrYptirlins. onus designated "Type A" used in th p' f reinforced glass f ber faces bonded b W11 }i mken grid core. The core may or nu bkerruminum grid. Insulation is required 2 bed, grCrL' Incline: No L Forensic Engineering Consultants, Inc. Field P1 A MEMBRANE ATTACHMENT CALCULATIONS 49.93 psf Project Name Tropical Chevrolet Report No.: TRS -MB -14.002 Project Address 880 Biscayne Boulevard Proposed System Johns Manville TPO Single Ply Roof System Product Approval No. Miami Shores, FL - 33138 17 of 20) System Design Pressure Deck Substrate Steel Insulated Mean Roof Height 17.0 Feet Configuration Low Slope Roof Area (Approx.) 1800 Sq.Ft. Category II Roof Width 25.0 Feet Exposure Condition D Perimeter Width 3.0 Feet Building Type Enclosed Parapet Height 2.0 Feet Base Wind Speed 175 mph Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qZ = 0.00256 KZ KZt Kd V2 P = qZ (GCP - GCP;) qZ KZ KZt Kd V GCP GCPI 70.516 1.053 1.005 0.85 175 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Comer Field P1 A -83.21 psf Pi asd 49.93 psf Perimeter P2 „n. -139.62 psf P2 asd -83.77 psf Comer P3 „n. -210.14 psf P3 asd -126.08 psf Proposed System Johns Manville TPO Single Ply Roof System Product Approval No. 12-0605.02 (Page 17 of 20) System Design Pressure -82.5 psf Membrane Full Width Winches Side Lap 6 inches Net Width 54 inches Membrane Red. Width 57 inches Side Lap 6 inches Net Width 51 inches Membrane Red. Width 41 inches Side Lap 6 inches Net Width Winches Fasteners Approved High Load Fasteners and Plates Fastener Spacing in Lap of Membrane 6 inches # Rows ���• Min. Characteristic Resistance Force -185.63 Ibf Verify:vithjT S-105.1 efts 0000;6 Fastener Spacing ((MCRF/P;) x 144}/Row Spacing .." ' :00e '. .... ......... Full Width Membrane Red. Width Membrane ...:Addl. Red.;membrqqg,•; Field Fastener Spacing 9.91 10.50 of** 0 15.3008, ' Perimeter Fastener Spacing 5.91 6.26 •••• 9.f2" 00:00. Comer Fastener Spacing 3.93 4.16 6:116 RECOMMENDED MEMBRANE ATTACHMENT PATTERN . •••••• •• . :.**:o ...... Field Laps @ 54" o.c. Full Width Sheet 6 inches on center ; Perimeter Laps @ 51" o.c. Reduced Width Sheet 6 inches'We$ter .... :•••�: Corner Laps @ 35" o.c. Reduced Width Sheet 6 inches on center ••�• These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. We recommend TAS -105 tests to verify that above MCRF may be realized, before installing new roof. Sincerely Forensic Engineering Consultants, Inc. • INS r . A.�4AiArf i 2113 R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA # 8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 9018490 Fax (561) 218 3830