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RF-13-13899 14 .. 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210665 Permit Number: RF -6 -13 -1389 Inspection Date: April 11, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: CHEE -AWAI, CAMILLE Work Classification: Tile/Flat Job Address: 1370 NE 103 Street Miami Shores, FL Phone Number (305)710 -3331 Parcel Number 1132050300080 Project: <NONE> Contractor: ADVANCE CONSTRUCTION SERVICE GROUP INC Buildina Department Comments RE -ROOF TITLE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Aiiipector Comments Passed �G i Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 April 11, 2014 Page 1 of 1 14 0 It ACB2 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954- 245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 4/8/2014 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Advance Construction Service Group, Inc Test Date: 4/8/2014 Property Address: Permit # RF -6 -13 -1389 Chee Awal esi ence 1370 NE 103 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Entegra Roof Tile 38.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0 -100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 18.00 sq 18 As per FBC 2010 Passed Field Area: 20.00 sq 20 As per FBC 2010 Passed No. of Corner: 12 12 As per FBC 2010 Passed Ridge Areas: 234 pcs 20 As per FBC 2010 Passed Important: These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 Engi e i g Inc. (NOA 09- 1005.01) Antonio c do, PE Fla. Reg. N : 36466 A ,• ACBZ Engineering Inc. ngiaeer- and Laboratory Services 5230 M 1e Ava m Fort La Florida 33334 Phone: (954) 245 -8976 Fax: (954) 301 -7776 ' M . 1t J - i T-1 - _ JOB ADDRESS: City: P Village [Ament res, Florida 33138 =BY: 5) 756.8972 R: (305) 762.4949 FBC 20 Permit No. Master Permit No. ROOFING County: Miami Dade Zip: 331 Is the Building Historically Designated: Yes NO Flood Zone: A- OWNER: Name (Fee Simple City: �+� a C -LLL� 75 i State: Tenant/Lessee Name: Phone #: Email: ci to v a Una r;,_� CONTRACTOR: Company Name: '' ` K" C o °e i bt4 C- / u5w\ -1L0d LaPhone #: Address: �� O s✓'�� Lei c/'-'j f (_ k41-*-rl4 l — �L City: M t nom% I State: Qualifier Name: 1-�' 1 4 -4 ' 6v-> 4 -z,� Phone#: State Certification or Registration #: c- CG L o d 1-77 -13 Certificate of Competency #: _ Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $' Cx (� �- Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace c Description of Work: 19. P 141 `Sf di Color thru tile: -Y2) 1-72) ❑Demolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ - GO 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 r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of Zo�ally , 2 by GO Au�t� = G lJ who is known to me o who has produced As identificakJ'on and who did take an oath. NOTARY PUBLIC: Sign: d MM i FlPrint: = - My Commi .- „ s: on # D 95253 APPROVED BY Signature Contractor The foregoing instrument was acknowle ed before me this—/—/ day, of (%G , 20 W 1 n./ "'1 116 tf-2'L who is p onally known to me or ho has produced as identification and who did take an oath. Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) ■ i i per Permit No. Process No Contractors Name Job Address A7o tj � : 1 rj-X 'q4 , ,i ,a 4 ❑ LOW Slope ❑ Asphaldc Shingles IG New Roof a ROOF CATEGORY ❑ MOdwrik ally Fastened TiN MOMWAdheeive Set ❑ Metai Paneahinales 9Wbod ShingInN ❑ Prescriptive BURAAS 150 ROOF TYPE d/Rerooft ❑ Recovering ❑ Repalr 0 Maintenance ROOF SYSTEM INFORMATION Low Stripe Roof Area (SF) StOep Sloped Roof Area (SF) Total (SF) � '1 1-1 " ter_. _ . I 40 Section B (Roof Plan) Ske" Roof Plan: Nhstrate an ievek and sue, roof drains, scuppers, overflow scuppers and av erBow drains. Include dhnerwions of secdons and Wale, clearly iden dimensions of eievaied pressu zones and bastion of pats. ow Miami Shores village (, X, (1,3 y Building Department 9Q050 VIP 2 n 4 A ven uMi ' Fl o' da 3 313 8 e, am o, Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 &,13314 -T, 4r- i 4 BUILDING b PERMIT APPLICATION JUN 18 2013 FBC 20 (k2) Permit No. Master Permit No. 3-1 S Permit Type: BUILDING ROOFING JOB ADDRESS: 13 ';�-d N) e— 10 1 5:3�r City: Miami Shores County: Miami Dade Zip: 3 f Folio/Parcelk Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): :�--Prgu l uz' C_0u✓ - kW IV Phone# -. Address: 1 San tJ C, 10-4 �-4 city: 44 Paine 15;kz*_C4 State: Zip: 3 313 Tenant/Lessee Name: N A- Phone# Email: Li.N L ; 41 CONTRACTOR: Company Name: Address: y�f 0 City: kfi /q� Qualifier Name: State Certification or Registration #: Contact Phone#: -7/6 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $/a Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: Y . Am %lu C �— - Submittal Fee $ 113 Permit Fee $ . 1� v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ f�r a4 q Bonding Company's Name (if applicable) t Bonding Company's Address City State Mortgage Lender's Name (if applicable) 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 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 tbbeapapproved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this `j� day of , , 20 J 3 , by6�/K L day of JC A—f . 20 ,C>, by f who is personally known to me or who has produced Pe— who is p nally kno o me or who has produced NOTARY Sign: Print: My Commission APPROVED BY As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: MARIANGEL GONZALEZ 10 off �+ �? ar Pis'. MARIANGEL GONZALEZ = Notary Public - State c Florida z _ n Si C` c- Commission # DD 995253 Comm. Expires May 24, 2014 es: M Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 110 /07)(Revised 06/10/2009)(Revised 3/15/09) RECORD AND RETURN TO: Name: Ira Shapiro, P.A. Address: 16375 NE 18 Avenue, #225 North Miami Be" FL 33162 THIS INSTRUMENT PREPARED BY: Name: TERRI GRUMER SONN, ESQ. SONN 8t MUTELMAN, P.A. Address: 2999 N.E. 191st Street, Suite 409 Aventura, FL 33180 Tax Folio Number: 11-3205-030-0090 CFN: 20130426623 BOOK 28653 PAGE 1004 DATE:05130J2013 08:08:20 AM DEED DOC 6,237.00 HARVEY RUVW, CLERK OF COURT, MIA DADE CTY STATUTORY WARRANTY DEED THIS INDENTURE is made as of the Z9 day of May, 2013, between James D. Obenour and May Lou Obenour, husband and wife (collectively, "Grantor'), the post office address of which is: 4000 Towerside Terrace, Unit 2307, Mani, FL 33138, and Camille Chee -Awai, a single woman ( "Grantee') the post office address of which is 1370 NE 103 Street, Miami Shores, FL 33138. The terms "Grantor" and "Grantee" shall include the singular and the plural and the successors and assigns of both the Grantor and the Grantee. WITNESSETH: That Grantor, for and in consideration ofthe sum ofTEN AND NO /100 ($10.00) DOLLARS to it in hand paid by Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the party of the second part, their heirs, successors and assigns forever, the following Property, situate and being in the County of Miami -Dade and State of Florida, to -wit: Lot 8, less the Fast 10 feet thereof, and the East 10 feet of Lot 7, Block 5, Replat of Tract B, Miami Shores Bay Park Estates, according to the Plat thereof, as recorded in Plat Book 63, page 17, Public Records of Miami -Dade County, Florida Together with all the tenements, hmvditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. SUBJECT TO: P.UW,AT.16b®om*mwt docunnSWMI11 -WO CFN: 20130426623 BOOK 28653 PAGE 1005 1. Taxes for the year 2013 and subsequent years; 2. Conditions, restrictions, limitations and easements ofrecord, which reference herein shall not serve to reimpose the same; and 3. Zoning restrictions, prob bitions and other requirements imposed by governmental authority. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; and the Grantor does hereby fully warrant the title to said Property, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set its hand and seal the day and year first above written. Signed, sealed and delivered in the Presence of- Print Aame .1 Print Name:. 7 /1 6 STATE OF FLORIDA ) )SS: COUNTY OF MiAM1 -DADS ) -9- The foregoing instrument was acknowledged before me this � day May, 2013, by James D. Obenour and Mary Lou Obenour, who are personally known to me or have produced as identification. My Commission Expires: Notary Public, State of Florida Print Name .001L *a •g201 k OPIXET. 0M r:W Anr, 2 . , CFN: 20130426623 BOOK 28653 PAGE 1006 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 -795 -2204• Fax: 305- 756 -8972 Permit No. REOC -4 -13 -818 Certificate of Re- Occupancy Address: 1370 NE 103 Street City: Miami Shores Village State: Florida Zip: 33138 This certificate ate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores land and Development Code pertaining solely to the requirement that each one - family dwelling is used and Intended to be used for a one - family dwelling purpose only, however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the promises In order to determine the condition thereof. Building Officials Approval: Joe � ALL CONiRACToRS A4USi SUBknw.. OR THE VLLAGE A Y� OF OUALIFIER' S. Y OF LOCAL W C. y Y OF LIABILITY 9 D. _COPY OF-WORKERS COPY OFCERTtFICE B.. :COPY OF MIs4N DADI C. COPY OF LIABILITY H D. COPY OF WORD t VIDE COPIES OF LICENCES MD MAINTAIN A.-FILE WITS! YOUR IMF E'LIC CARD TAX RECEIPT f Ct}UPETENCY OF QUALIFIER COUNTY MUNICIPAL•CONTRA6Y 2'S TAX 94Sil"wi= aaaa=a Amman aa Oxman Emu aaaala.aaa StISINESS-NAM9. Bumm SFA1�E ZIP COE BUSINESS.. PH(ME: CELT. PIi XE. d� i QUALif 's LIC NUMBER: E- MAIL ADDRESS (IF-APPUCABI 0ft8yzMiRy1ftw EM SHORES VLEAGE BM DEPT 10M ME 2W AVE NIMAII4140% FL 33138 MEAN OmmuffiAlress an man me-ummum a r--uz WALM! WS- E: EDD-1111-1 2 A8 vvcl I Shores Village ding Department 10050 N.E.2nd Avenue Afllmmi Shores, Fiorida.33138 Teh (305).795404 Fair. (305) 75$.0972 .S EACH TIME •A PEROT IS FOR A $M.i0 FEE PER YEAR. ■ ■■1f■1f ■aa■af�a�aaaaaaaa■aaaa J! 0Vlt—/ Ck3h, t 'ez' soo/ zoo•a Z6L£# ££ :oi £zoZ /OT /Lo APOLO&A -01 SAEZM CERTIFICATE OF LIABILITY INSURANCE DATB(MM 7I12J2013 2013YY) _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: ..,._,. Insurance Office of America -LNG PONE, 4Q7 788 -3000 (A/C, N :407 78$ -7933 1855 West State Road 434 Al Longwood, FL 32780 ADDRESS: _ INSURER (S I AFFORDING COVERAGE NAIC A INSURER A: Southern- Owners Insurance Company 10190 INSURED INSURER e : Auto - Owners Insurance Company .__18988 A Polo & Associates Inc INSURER c! Star Insurance Company 18023 1524 NW 125th Ave Apt 304 INSURER D : Sunrise, FL 33322 INSURERE: INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER wo E A LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIAIMrrY CLAIMS-MADE F OCCUR 72083153 j 3/112013 j 3/112014 EACH OCCURRENCE S 1,000,000 PR MI E a oecurrgnce01 s 300,000 S 10,00 MED EXP (Any am person) PERSONAL & ADV INJURY S 1,000,00 GENERAL AGGREGATE S 2,000,000 S 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER. X POLICY PRO. LOC JER PROO=E- COMP/OPAGG S B AUTOMOBILE LIABILITY X ANY AUTO WNED HULED ALL AUTOS X HfREDAUTOS X AUTOS ED I 4841814000 3/1/2013 3/1/2014 COMBINED a LIMIT 1,000,00 BODILY INJURY (Per person) $ BODILY SIJURY (Per accident) S CCI AG S S UMBRELLA LIAB EXCESS UAB HCLAlMS-MADE OCCUR EACH OCCURRENCE S S AGGREGATE DED RETENTION S S IAND C WORKERS COMPENSATION EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE0.078221500 OFFICERIMEMBER EXCLUDED? U (Mandatory In NH) U yes, describe under DESCRIPTION OF OPERATIONS below N / A 3/112013 3/112014 X VJCSTATU• X OR ^............"�..._.'"" S 1,000,000 E.L. EACH ACCIDENT E.L. DISEASE • EA EMPLOYEE S 1,000,000 E.L. DISEASE.- POLICY LIMIT LS 1,000,000' DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space Is required) 1.Coverage is not provided for any employee for which the client is not reporting wages to EPS, Inc. Applies to 100% of the employee of Advanced Construction Group, Inc. Effective 03/1/2013 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 Shares Village AUTHORLWO REPRESENTATIVE Building Department 10050 N.E. 2nd Avenue (� Miami Shores, FL 33138 W/ _ ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD C� 900/ Z00'd Z6L£# 9 -AAW 'Col�enaatioorr Via. . a teSNm �[•MCl7si•.+is•h tma•.•f-Frsoara m.. famm afea: 7..Ar I a an *” AM ah" d•aa.pa9fs) . . ��? rs./iii fis ^48QP V£ :01 £'COZ /OZ /LO nTV�aiSi• STAiT OF FL'C48", CAIN' ..6M;0�%t� .� To. '8E OWN* • WOO , C& I :. �� . : �.. � •.: t .oeto.,r ,tr;9s • :LS•••te� e>�iApd: ice&• Ftbi�� •.MRM Aa4Alk'ED'• i9 sffrt. ma*v lie . s�eo:•sr► � rc . . .mum .re. 32M •SAS OF •' r-;• - 9WoMmmt , 10. s- a rz b �r ia:'c�a�iac c' . .. » Ron= w :4W to wo'".b PYnfc. W.. ob eMa+r *Y .KRp sty va stl:w' bs� AI ow. M . f mat. a wxw NAAM t.3.: WOOL, a -&Me a D." MW.- m # ~P .'..b. • * •-W-d *.0 WW 44UMIA rs, SO—.. •.+ aeaeor m •se mmAw A4q a.. Q • a.aaiar S: a. fn Rws W. a. Ad" a A* *%u * a' MK "W.4 qr ' aaGtcw . b�:, .rc u. � .svvr.: +�.ea nAS.a a „o waraa. tw i�rrWaa mAU •eww . tafM /k'W b•tw.[ atr A pip I! 900/ Z00'd Z6L£# 9 -AAW 'Col�enaatioorr Via. . a teSNm �[•MCl7si•.+is•h tma•.•f-Frsoara m.. famm afea: 7..Ar I a an *” AM ah" d•aa.pa9fs) . . ��? rs./iii fis ^48QP V£ :01 £'COZ /OZ /LO 4520 aW •7.th. 3$ M£sgl3.t FZ 3322S "Wscrroi� $q30 •Sw I�Aiit r i�L 33173 ! t�0.Y• 9�q� i}iE QOEK:�ES. 'fMAM m iouwa - ..- S `. 1 CL5a1dRw AbYAM Av-QMWA!}rM a%M Luumunr AWjwro .OF rc�a: LEIB TO ALL t } CM STliGLLL�Tif g } � S 1 s RLEi'U4OSX:'@AADC�Ti :g o�e�nuaa �oo.tia:r. s s s YJF'SI1Cad , ' Tl C�dFO�tAiRiPSlj�fwAI1CN SNE{gG,E57 A�9ED6YE8�t'tEt5FEC14LP�1S . . �?�fa' ir�• '.� �1 �i,� •• •L�QNa�L'��u�ii�rt'..Q� �i .��I�� i ��i!��" t a b�1Ki SHoRz* vnaam E�OL�WA1�offi �9oYEi S Art aE� gE7HE 100.50—N.13 2M SYI DAiETf7 7e 'f Nt3 V1'AL Eh OEt [b oq� 3Q� ma 4 i�3'Va SHORES r 331 TO.me e� ` TOIMEMr,gUtFA M- TODosOSMau. • ae�osE•sao oeteGnrr�t OR.LY ow A»Y.aeute !l�D1 � a na Aer�s OR atA OACO an T=& � 1 ! ` S00/ 900'd Z6L£# 6£ :0't £ZOZ /OZ /LO NOTICE OF COMMENCEMENT A RECORDED COPY MIST BE POSTED ON TAE JOB SITE AT CIE OF"W gWW=N PERMIT NogF-- 6- (3 gq TAX FOLIO No STATE OF FLORIDA: COUNTY OF MIAMI-DADE. THE LIND84SIGNEbbeeby gives Wfft* gut Ift'1006VOMOrits Will be made to •artah row PMPGft, and In acWdw00 with Chapter 713, Florida Statutes, the fobwhg W&nvfim Is Provided In this Notice of Commencement, 111mlooffill CFI 2013R0535693 OR Bk 28713 Ps 09461 (IPS) - RECORDED 07/08/2013 10:09909 HARVEY RUVINY CLERK OF COURT MIAMI�DADE COUNTYP FLORIDA .LAST PAGE SlIfte above reserved fort of ngWdbV office 1. Legal-description Of Property and street /address: ACS-144L P-0,0LO-r. gr-- r !SU29&=,-C 'or 2. Description of improvement. c 12-Coa=,jU er 3. Oiffler(s) name and address; W -0 AD Q fo x it f::f— -3�4 3 in property; kb y," J1 Name and address ofibe QmPle "shakier f —UC- C 4.C.ontr-ador,s name. addms.arldnhnn,n.irnhar- A-ALIA-A rril 5-S ,.WO W nt bond PS pq qqW by ownerfrorn contractor, If any) 9 and phone ni.an Ammint of bond $ 6. Lon name { no address: 7 Po,, rsons within the Stateof Florida designated by Owner upon whom notices or other documents may be serVed,avided by S. In kddftfoh to himself, Niners -designates the foo6wing s m!"M RR "Cc i4tWatO Se0on 713.13(11*) Florida StiMse �8"Wi, Px7y.11K �wq Noce Name; address and phone •Wrnber wrws'�my hanh& o&w sew. M X K k 9. aolratloti date of this'Nclilco of Commencement' By- (ft COMM We is I yaw from the date of wama WAMM 16 0"Elt- AW . PAYMENTS MADE BY THE OWNER AFTER THE EXR ,W _PN_PF THE WO=gQF C4?.MIqIEN CEMgNTA _COMWa:ED IMPROPER- PAYMENTS'UNDER CHAPTER 713i PART I,-SEqnoN 713.13. FLORIDA '* X 8 � M,,7 ST , AND CAN RESULT IN'YbU'R P"AYINO TINICE FOR IM,--,=�AENTS,TOYOUK-,PFP,Pff"-ANO'nCE(W-MMMENCEMENTMU AEAE�,WANIY- - * " - SOW91YV- f3fltdhE THE FIRST INSPECTION J. YOU *INTEND OBTAIN 06WED'ON lf4t TO NOTICE FlkAkclk� doNwa wrrH YouA LENDER OR RECORD)NGTOU NOTICE OF COMMENCEMENT OR AN XTORNEY BEFORE COMMENCINOVORK S Wd Offk*/D*Ctor/pwtmr/Mwmgw ftparedlEly- -wm By Print 9 Prepared Prilt'Name. Tmall= - Thwomob COt StAlt zi F M k Abit The osig irrebaimeht was a0knowledg6d before me this aday,ou A By +rl -%S. W uz for n, or' ,1 file folioYuitig Wd- �ldldeii on, VERIOIChnilif iftbaje -- and. Under' Ob"Vbi of awre that the fticts stated In It are true, 'to the best of my knoWledge and We[. S, SIwwh 049) or Owner(b)s Authorized 011ficer/Director/PartnartMana9l _o' 9) or Owne BY IMM-N P" 3 ono s ' JUN 2 5 2013 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) TROPERTY_ OWNER—' <�:j I L-C ', j Ef — k Lei y PERMIT # 9_ —%'3 13 k If ADDRESS: L' l CS —T FOLIO NUMBER: I I'3 2 C) 3C-JO RO®D ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS i>T2�QNTHSj: � I I �4W COST OF PROPOSED IMPROVEMENTS: 010, 0 � (ATTACH COPY OF CONTRACT) - -- a a (TOTAL CUMULATIVE COST OF IMMVEMENTS (past and nropnsed)• � � � . S�� NAXiAAIE IIF-P!R24CIPAL STRUCTURE (attach appraisal): A .5"i� >c PLANREVIEWER• APnm --ZwA -a< 710 9 PLAN REVIEWER SIGNATURE: DATE:_ Created on June 2009 SUBSTANTIAL IN PROVEMENT / DAMAGE LIST (NOTE. THIS LST IS INTENDED FOR - GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool .0 Property Search - Report t M Property Information: Folio 11- 3205- 030 -0080 Property Address 1370 NE 103 ST Owner Name(s) JAMES D OBENOUR &W MARY LOU Mailing Address 1370 NE 103 ST MIAMI SHORES FL 33138-2624 Primary Zone 1300 SGL FAMILY - 2801 -3000 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 4/4/0 Floors 2 Living Units 1 Adj. Sq. Footage 4,398 Lot Size 11,300 SQ FT Year Built 1957 Full Legal Description 5 53 42 REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63 -17 LOT 8 LESS Ell OFT & E10FT OF LOT 7 BLK 5 LOT SIZE 100.000 X 113 OR 12512- 646 -653 0585 1 IMPORTANT NOTICE: The 2013 exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1. Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $366,814 $332,926 $277,438 Building Value $455,651 $510,057 $513,358 Market Value $822,465 $842,983 $790,796 Assessed Value $408,169 $401,347 1 $389,658 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Disclaimer: Page 1 of 1 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,0001$358,169 $50,000/$351,347 $50,000/$339,658 School Board $25,000/$383,169 $25,000/$376,347 $25,000/$364,658 City $50,000/$358,169 $50,000/$351,347 $50,000/$339,658 Regional $50,000/$358,169 $50,000/$351,347 $50,000/$339,658 Sale Information: Date Amount OR Book -Page Qualification Code 5/1985 $96,000 12512 -0646 Sales which are qualified 7/1978 $140,000 10116 -0163 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Wed Jun 26 2013 http: / /gisweb.miamidade .gov /PropertySearch/printMap.htm 6/26/2013 CITY copy ROOF ASSEUBM AID ROOF -rop STRUCTURES Florida Building Code Edition 2007 \ W04MO ly Hum Zorn Untform P t APB►► Form. ! A amb c y Of a aompon wd k not mod, MUMly as `WA") System mmufacww. H - Product Approval Desffn Wind P'reasures, From RAS 428 or Cakukttotm; ksulsdon Baas Layer: Base kulation Shoe and T dalumse: Bane Insulation Fastene rbi: Top houlathm Layer: Top lauktion Sbw and Thklmess: Number of Wars Per huutatioll Board: Field Perineter Corner, iNuftab Comte NOW and Details as Wig, Gutter, Edge Termination, Sing, Flashing, Continum C194 Flashing Coping, Cant Base Flashing, Co�tnter- indgCate: Mean Roof Height, Parapet Heigirt, Height of Base Flashing, Component Material, Material Thicioum, Fastener Type, Fastener Spacing or Submit L Top laudation Faaterer/Bonneting :v� / –� 7 S S Mean Base Siaet(s► a No. of Plr(s): _ P V) -16a sc Roof Height one Sham Fas r Ply Sheets) >>i No. Pyr(s): �LA FLORIDA BL%JMG CODE — BUILDWO AN ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocky Hurricane Zone Uniform Permk Application Fonm. Roof System Manufacturer: Notice of Acceptance Number: _ �� 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations] 1. P2• P P3: Maximum Design Pressure (From the Product Approval Specific System): Deck Type: Type Underlayment:.�� --�� Rol Slope: 42 Insulation: Fire Barrier: Ridge Ventil 7% Fastener Type & Spacing: ' 1 \ Adhesive Type: 13 k Type Cap Sheet: Mean Roof Height: ° Roof Covering: Type & Size Drip .X L X V/Z Edge: FLORIDA BUILDING CODE — BUILDING h ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Perntt Applkedon Form. Secdoll E (Ills Calculations) For Moment based the systems, choose either Method I or 2. Compare the values for Mr with the values from Mf:If the Mfvalnes are Ethan or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 Moment Based Tile Calculations Per RAS 127" � 2 M g. 9 Product A ppro val Mf_! �0 Ts: ,�o � a`'�� Mg: r2 Product Approval MM L-15 Product Approval �� Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product A ALL wired Moment Resistance" Mean Root Heigh -> Roof Slope 16, 20' 2wr 30' 40' 4:12 ABA loo 112.9 1 F 291 RA2 28A 2@-a 29A 26-X 26-2 27-1 28A *Must be used in coRjancdon with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems an Method 3. Compered the values forF with the values for Fr. IftheF values are greater than or equal to the Fr values, for each area of the mof, then the the attachment method is acceptable. Method 3 Moment Based Tile Calculations Per RAS 127" (Pt: x L = x W. = _) - W x cos 0 = Fr1 Product Approval F (P2: x L = x w: = _) - W. x cos 0 = F12 Product Approval V. rp_. v r _.. Nhere to Obtain Information Dec on Aymbol Whom find Design Pressure —PlorP2orP3 RAS 1277ablal orbvanoghmodogmaysbmwaredbyPEbasWonASCE7 Mean Roof Haight H lJob Site Roof Sl 8 Job Sitp Aerodynamic Multinliet d M8 Product Amiroval product Approval Restoring Moment due to vi Attachment Resistance M Product Amoval Regained Moment Resistance Minimum Attachment M Calculated F, Product Approval Uplift Resi stance AverageTileWeight Fr Calculated W Product Avinoval Tile Dimensions L = length W = width Product Approval 1All calculations must be submitted to the budding official at the time ofycirrhappilication. FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner t the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. A=etsystem ics•Workmanship: the workmanship provisions of Section R4402 are for the purpose of pro ding that f meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. �Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In' buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. S. �Pondlng water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the o 'ginal roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. _ Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of.the roo Owner /Agent's Signature Date Con ct gnature - Date Revised on 7/9/2009 LD Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 PERA - 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. PERA 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: Saxony 700 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 12- 0308.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12 -0904.03 Expiration Date: 12/06/17 Approval Date: 11/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Saxony 700 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Stockton, CA., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Product Description Saxony 700 (Shake, Slate 1= 17" TAS 112 Flat, interlocking, high- pressure extruded concrete & Split Shake) w= 13" roof file equipped with two nail holes. For direct .58" thick deck or battened nail -on, or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 PRODUCT DESCRIPTION Stockton, CA 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161 -03 Static Uplift Testing PA 102 Dec. 1991 Appendix III Redland Technologies 7161 -03 Static Uplift Testing PA 102(A) Dec. 1991 Appendix III The Center for Applied 94 -084 ❑ Static Uplift Testing PA 101 May 1994 Engineering, Inc. (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing PA 101 March, 1994 Engineering, Inc. (Adhesive Set) The Center for Applied 25- 7834 -2PA Static Uplift Testing PA 101 Oct. 1996 Engineering, Inc. (Horizontal Battens w/ 2 screws) The Center for Applied 25- 7834 -4PA Static Uplift Testing PA 101 Oct. 1996 Engineering, Inc. (Horizontal Battens w/ 2 screws) The Center for Applied 257814 -4PA Static Uplift Testing PA 101 Sept. 1996 Engineering, Inc. (2 Screws) NOA No.: 12- 0904.03 awe CQ N7Y P Expiration Date: 12/06/17 A P R Approval Date: 11/21/12 Page 2 of 7 2.2 SUBmrrrED EVIDENCE: Test Agency Test Identifier Test Name/Report Date The Center for Applied 25- 7094 -2 Static Uplift Testing PA 102 Oct. 1994 Engineering, Inc. (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 7094 -8 Static Uplift Testing PA 102 Oct. 1994 Engineering, Inc. (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -5 Static Uplift Testing PA 102 Oct. 1994 Engineering, Inc. (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied 25- 7183 -6 Static Uplift TestingPA 102 Feb. 1995 Engineering, Inc. (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing PA 102 Feb. 1995 Engineering, Inc. (2 Quik Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing PA 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing PA 102 March, 1995 Engineering, Inc. (1 Quik Drive Screw, Batten Redland Technologies 7161 -03 Wind Tunnel Testing PA 108 Dec. 1991 Appendix H (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing PA 108 Aug. 1994 (Nall-On) Redland Technologies P0631 -01 Wind Tunnel Testing PA 108 July 1994 (Mortar S) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC PA 100 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers Sept. 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity June 2007 Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 12- 0904.03 Expiration Date: 12/06/17 Approval Date: 11/21/12 Page 3 of 7 4. INSTALLATION 4.1 Saxony 700 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -1(ft) Wldth -w (ft) Saxony 700 Slate, Shake & Split Shake 8.1 1.417 1.08 Table 2: Aerodynamic Multipliers - A. (ft') Tile Profile ). (ft) Batten Application ). (f e) Direct Deck Application ,Saxony 700 Slate, Shake & Split Shake 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 2 ":12" 3 ":12" 4":12" 5 ":12" 6 ":12" 7 ":12" or Profile 28.70 1 Data noted in Table 3 is for installation with a 3" the headla . greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 700 Slate, Deck Deck Deck Deck Deck Deck 5.03 5.72 4.98 5.66 4.90 5.57 4.80 5.45 4.68 5.31 4.54 5.16 Shake & Split Shake Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Nail -On Systems Tile Profile Tile Application Approved Screws 2 screws Saxony 700 Slate, Shake & Split Shake Battens 17.4 Direct Deck 28.70 1 Data noted in Table 3 is for installation with a 3" the headla . Table 7: Attachment Resistance Expressed as a Moment - M, (ft -lbf) . for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxony 700 Slate, Shake & Split Shake Adhesive Set 75.8 1. 3M 2-Component Foam Roof Tile Adhesive AH -160 2. Average patty weight was 45.6 grams NOA No.: 12- 0904.03 Expiration Date: 12/06/17 Approval Date: 11/21/12 Page 4 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". BORAL ROOFING LLC SAXONY 700 TILE TILE (STOCKTON, CA.) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0904.03 t14nuanEC Expiration Date: 12/06/17 Approval Date: 11/21/12 Page 5 of 7 "I APPROVED PROFILE DRAWINGS SAxoNy 700 CONCRETE Rom TILE (SLATE MODEL) M. SAxoNy 700 CONCRETE Rom TILE (Spurr SHAKE MODEL) NOA No.: 12-0904.03 Expiration Date: 12/06/17 Approval Date: 11/21/12 Page 6 of 7 SAXONY 700 CONCRETE ROOF TELE (SHAKE MODEL END OF THIS ACCEPTANCE NOA No.: 12- 0904.03 Expiration Date: 12/06/17 Approval Date: 11/21/12 Page 7 of 7 7 Ctl�l�i" KA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kirsch Building Products, LLC. 1464 Madera St. #387 Simi Valley, CA 93065 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sharkskin Roof Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. (A,PPROYcD NOA No.: 09- 1123.02 Expiration Date: 07!14/15 Approval Date: 07/14/10 Page i of 6 t ROOFING COMPONENT APPROVAL Category Sub - Category: Material: Roofing Underlayment Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Sharkskin CompTM 48" x 250' ASTM D226, A multi -layer laminated roof underlayment Type I or 11 comprised of a high - strength woven polypropylene base with a UV & antioxidant protection bond layer and a slip - resistant top layer. Sharkskin UltraTM 48" x 250' ASTM D226, A multi -layer laminated roof underlayment Type I or 11 comprised of a high- strength woven TAS 104 polypropylene core with a UV & antioxidant protection bond layer to both sides and a slip - resistant top Iayer. Sharkskin Ultra 48" x 250' ASTM D226, A multi -layer laminated roof underlayment RadiantTM Type I or H comprised of a high - strength woven polypropylene core with a reflective barrier on the underside and a UV & antioxidant protection bond layer on both sides and a slip - resistant top layipr. . Sharkskin Ultra SAW 48" x 125' TAS 103 A multi -layer laminated roof underlayment comprised of a high - strength woven polypropylene core between two layers of UV & antioxidant protection bond and a self - adhering underside and a slip- resistant top layer. EVIDENCE SUBMITTED-. Test Agency Test Identifier Test Name/Reyort Date Trinity I ERD K6550.08.07 TAS 114-C 08/20/07 K0810.12.05 -R1 ASTM D 1623 (AC152) 10/06/09 K3140.05.10 ASTM D -1623 05/18/10 K6540.07.07 -R2 ASTM D 226 10/08/09 K6540.03.08 -1 TAS 103/ TAS 117 -B 03/10/2008 K6540.03.08 -2 TAS 104/ TAS 117 -B 03/10/2008 K9210.05.08 -RI TAS 103/ TAS 104 11/13/09 ASTM D 5147 /ASTM D 4798 NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 2 of 6 i APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified below. Fastening. Mechanically fastened with approved nails & tin caps spaced 6" o.c. at the 4" horizontal overlaps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet Ply Sheet: (Optional) Sharkskin Ultra. SA, self - adhered with minimum 2" horizontal overlaps and minimum 6" vertical overlaps. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Membrane: Sharkskin Ultra SA, self-adhered with minimum 2" horizontal laps and minimum 6" vertical laps. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side Iaps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam - adhered roof tile, non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the file manufacturer's NOA. For foam - adhered file roof assemblies, approved use is limited to Polyfoam tile foam adhesive. NOA No.: 09- 1123.02 M114M� app Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 3 of 6 1 Deck Type 1: Wood Deck Description: 14/32" or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Comps or Sharkskin Ultra& applied as specified below: Fastening: For slopes 3.5 : 12 (16.2 °) or greater. Shall be applied in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fastened with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. For slopes 2.5:12 (11.80) to 3.5:12 (16.20): Shall be applied in a double coverage method, overlapping each course with a minimum 24" horizontal lap. Mechanically fastened with approved nails & tin caps spaced 6" o.c. within 4" of the bottom edge of the horizontal laps and 10" o.c. in one staggered row in the field of the sheet. Surfacing: Approved for asphalt shingle, non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Deck Type 2: Wood Deck Description: 19/32" or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin UItra® applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12 (141) or greater: Sharkskin Ultra shall be applied in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin UItra in accordance with RAS 119. Counter Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Install vertical battens in accordance with RAS 11 g. Sharkskin Ultra shall be laid horizontally in single coverage method, parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl - based tape or other material specifically approved by Miami -Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6-inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Surfacing: Approved for non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. NOA No.: 09- 1123.02 Wl�q�y�,DApECOLAV7�f Expiration Date: 07 /14/15 " JAPPROYEDI Approval Date: 07/14/10 Page 4 of 6 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(4): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra Radiant® applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12 (141) or greater: . Sharkskin Ultra. Radiant® shall be applied with the reflective side up in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in accordance with RAS 119. Counter Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Install vertical battens in accordance with RAS 118. Sharkskin Ultra Radiant® shall be laid horizontally with the reflective side up in single coverage method, parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra Radiant® with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl -based tape or other material specifically approved by Miami -Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6 -inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Surfacing: Approved for non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Deck Type 2: Steel Deck Description: Minimum 18 -22ga, Type -B, 33ksi steel deck System E(5): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified below. Fastening: Sharkskin Ultra is attached to the roof deck with Miami -Dade listed corrosion resistant #10, #12 or #14 screws and metal stress plates. - Screws shall engage the top flute of the steel deck and be of sufficient length for minimum 3/4 -inch penetration. Screws & plates spaced 6" o.c. at all laps and three staggered rows 10" o.c. in the field of the roll or as specified within the roof system approval. Surfacing: Approved for non - structural metal roofing assemblies as specified within the Roof System NOA. NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14110 Page 5 of 6 ' r � GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application 4. Sharkskin Ultra may be used in asphaltic shingle, direct- deck/batten wood shake & shingle, direct- deck/batten quarry slate or direct- deck/batten non - structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle, direct -deck Wood shake & shingle, direct -deck quarry slate or direct -deck non - structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non - structural metal roof, battened wood shakes & shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile, asphalt shingle, direct -deck wood shakes & shingle, direct-deck non - structural metal or direct -deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof file underlayment or as part of a roof file underlayment system. 8. The Sharkskin UItra and Sharkskin Ultra SA two -ply underlayment system may be used in asphalt shingle, mechanically fastened tile, foam - adhered tile, wood shake & shingle, quarry slate or non - structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin UItra and Sharkskin Ultra SA two -ply underlayment system shall be 5 :12 for flax file and profiled tiles with lugs. A maximum of 10 tiles per stack are allowed when loading tile on the underlayment. 10. Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover application but may be applied as specified herein as part of an approved underlayment system. 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for longer than 180 days of application. 12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system assemblies are approved under specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with the specific prepared roofing assembly. 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s) as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance and fire testing results. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 09- 1123.02 Expiration Date: 07/14/15 MlAhti�au� COUNTY Expiration Date: 07/14/10 Page 6 of 6 i iiA a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3051 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tasted for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufWu er 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 desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRXPTION. GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 i Expiration Date: 11/04113 Approval Date: 03/20/08 (!3r Page 1 of 19 ROOFING SYSTEM APPROVAL t Roofing Sub- Cateeorv: BUR Deck TM Wood Maximum Dalm Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product P"d Dbikensions, Sueelfkation Desciftfien Leak BusterTm MatrixTm 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing. Primer GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTm Matriem 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix'm 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBustrw` MatrixTm 55 gallons Asphalt emulsion fibwed. Select Asphalt Emulsion Fibered 306 Leak BusterTM MabftTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral 204 Wet /Dry Roof ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfWas. RUBEROID® Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBuster= MstrixTM 5 gallons 201 Premium SBS lg lent GAFGLA #?5 S's 39.37-(l meter) wide ASTM D 4586 Asphalt flashing Commit ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No.: 07- 1219.09 Kxpirntlon Date: 11AW13 Approval Date: 03120/08 Page 2 of 19 t Test Produet Product Dlmegdoas fication Desedution GAFGLAS* #80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATm Base Sheet wide base sheet GAFGLAS" Flex PlyTm 6 Ply 4 Surfaced Cap 3937" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with wide asphalt coating. 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet wide surfaced with mineral granules. AIRMLAS- 39:37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCapTK Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet applied layer of TOPCOAT®EnergyCoteTM. GAFGLASO STRATAVENr Eliminator= Perforated GAFGLASQD Flashing GAFGLAS" STRATAVENIO EliminatorTm Nailable RUBEROO SBS Heat WeldTm Smooth RUBEROUP SBS Heat-WeldTm Granule RUBEROID® SBS Heat We1dTM 170 FR RUBEROID® SBS Heat-Weldrm PLUS RUBEROO SBS Heat Weld'' PLUS FR RUBEROMP SBS Heat- WeldTm 25 39.37" (1 meter) ASTM D 4897 wide D 3672 Various 39.37' (1 meter) ASTM D 4897 wide D 3672 1 metei (39.37 ") ASTM D-6164 wide 1 meter (3937 ") ASTM D-6164 wide 1 meter (39.37 ") ASTM D -6164 wide 1 meter (3937 ASTM D -6164 wide l meter (39.3 T) ASTM D-6164 Wide 1 meter (3937 ASTM D -6164 wide RUBEROID* Modified 3937" (1 meter) ASTM D4601, Base Sheet wide Type % UL Type 02 BUR Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embe&W in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sum Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03t20108 Page 3 of 19 I kMd RUBEROID® 20 RUBEROV Mop Granule Tat Dimes specification Prodaet Raffilft 3937" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5147 interply shed reinforce with a glass fiber 39.37" (i meter) ASTM D 6222 wide ' ASTM D 5147 RUBEROID® Mop Plus 39.37" (1 meter) ASTM D 6222 (Granule) wide ASTM D 5147 RUBEROID0 MOP Smooth RUBEROM*MOP 170FR RUBEROIDP MOP FR RUBEROID® TORCH Smooth RUBEROIDP TORCH Granule RUBEROIV* TORCH PLUS (Granule) RUBEROIDP TORCH FR RUBEROID* 170FR TORCH 39.37" (1 meter) ASTM D 6164 wide ASTM D 5147 3937" (1 meter) ASTM D 6164 wide ASTM D 5147 39.37" (1 meter) ASTM D 6164 wide ASTM D 5147 39.37" (1 meter) ASTM D 5147 wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) Wide ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 RUBEROIDP 30 39.37" (1 meter) ASTM 'D 6163 wide ASTM D 5147 RUBEROIDP 30 FR 39.37" (1 meter) ASTM D 6163 wide ASTM D 5147 RUBEROMP 39.37"(1 meter) ASTM D 6298 ULTRACLADP wide ASTM D 5147 RUBEROID® Dual FR 39.37" (1 meter) ASTM D 6164 Wide ASTM D 5147 Vent Stacks (metal and TAS 100(A) plastic) ASTM D 1929 ASTM D 635 mat. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer-modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfed with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bittunen membrane, granule surface. Heavy duty, polyester reinforced, coated with fine retardant asphalt modified bitumen membrane, granule surfkce. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral gramiles. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat.coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11!114113 Approval Date: 03t" Page 4 of 19 1 � Cement Leak BusWTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Adhesive. Leak BusterTM MatrixTu 5 gallons ASTM D4596 Cold Applied Modified SEBS Asphalt 202 SB8 Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 07- 1219.09 ltxpiration Date: 11!003 Approval Date: 0312W Page 5 of 19 Teat Product Product DhMisions Sncidfication Leak Busteem MatrixTM 5 gallons ASTM D2824, Non - fibered aluminum pigmented, asphalt 302 Non Fibered Type 1 roof coating. Aluminum Roof Coating GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt. Asphalt bulk Types I, II, III and IV RUBEROI& MOD 60 lb. kegs SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P . Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. LeakBusterTM MalrixTM 2 gallons Surface coating for smooth surfaced. and 531 WeatherCoteTM mineral surfaced roofs. SeamCotew 2, 5 gallons proprietary Elastomm is roofing membrane. . FireOutTM 51 55 gallons Low VOC, fire barrier coating. VersaShicie 350 sq ft. roll Non-Asphaltic Fiberglass-Based Underlayment. VersaShielde FB-iS 350 sq ft. roll Non - Asphaltic Fiberglass -Based Underlayment. VersaShiele FB 2S 350 sq ft. roll Non- Asphaltiq Fiberglas -Based Underlayment. TOPCOAT® FireShieie 5, 55 gallons ASTM D-412 Elastomeric roofing membrane MB ASTM D -21 -96 ASTM D1475 ASTM E -1644 Leak BusterTM MatrixTm 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive — Flashing Grade. Cement Leak BusWTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 102 SBS Adhesive Adhesive. Leak BusterTM MatrixTu 5 gallons ASTM D4596 Cold Applied Modified SEBS Asphalt 202 SB8 Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NOA No.: 07- 1219.09 ltxpiration Date: 11!003 Approval Date: 0312W Page 5 of 19 1 4 • Prodact Leak BusterTM MatdxTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatdxTM 304 Non Fibered Aluminum Roof Coating Test Product Dim -us t- dfieation Deserlution S gallons ASTM D 2824 Fibered aluminum dating. 5 gallons. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof coating. APPROVED INSULATIONS: Product Name. EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTm GAFCANTrM EnergyGuadm Permalite Recover Board EnergyGuardTM Tapered Edge Strip EneruGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardT" Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens DecO, Dens Deck® Prime„ Dens Deck® Dura Guardw Structodek SecurockTM Table 2 Product Description. Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite porlite insulation. . Fiberboard insulation. Perlite insulation board Cut perlite board Perlite recover board Manufacturer (Yytth Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp.. GAF Materials Corp. Tapered perlite board GAF Materials Corp. Perlite insulation board GAF Materials Corp. High density wood fiord insulation. GAF Materials Corp. Polyisocyanuratetwood fiberboard composite Polyisocyanuratetwood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board BMCA BMCA generic generic generic G P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11!04/13 Approval Date: 03/20M8 Page 6 of 19 EVIDENCE SUBMITTED: Test._,.,_ Agency Test Identi De w-if tin bite Factory Mutual Research Corp. APPROVED FASTENEPS: 4470 07.02.97 J.I.3B9Ql AM 4470 TABLE 3 J.I.ODOA8.AM Fastener Product Product J.I.OD 1 A8.AM Manufacturer Number . Name Description Dimensions (With Current NOA) 1. Drill -TecTu #12 Standard, Insulation fastener and Various GAF Materials Corp. GAF -012-02.02 #14 and #15 extra Heavy Base Play fastener for QAF -020-02 -01 ASTM D 4977 Duty Fastener, Heavy steel, wood & concrete 02 -005 TAS 114 01.18.02 Duty Roofing Fastener decks. TAS 114 03.22.02 2. Drill -TecTu ASAP Pre assembled Drill- Various GAF Materials Corp. TecTn Fasteners and metal and plastic plates. 3. Drill TecTm 412 or #14 Base sheet fastening Various GAF Materials Corp. Standard screws with assembly. AccuTrac Plate 4. Drill-TecTm Galvalume Round Galvalume stress 3" and 3 W GAF Materials Corp. Plates plates. 5. Drill -TecTu Round polypropylene 3" and 3 16" GAF Materials Corp. Polypropylene Plates stress plates. 6. Drill -TecTm AccuTrac Square Galvalume' 3" Square GAF Materials Corp. Plate coated steel plate. EVIDENCE SUBMITTED: Test._,.,_ Agency Test Identi De w-if tin bite Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07.02.97 J.I.3B9Ql AM 4470 01.08.98 J.I.ODOA8.AM 4470 07.09.99 J.I.OD 1 A8.AM 4470 - TAS 114 07.29:94 J.I.OY9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS' 114 05.11.07 PRI Asphalt Technologies, Inc. GAF -012-02.02 Physical Properties 11.06.01 QAF -020-02 -01 ASTM D 4977 02.01.02 IRT of S. Fl. 02 -005 TAS 114 01.18.02 _02 -014 TAS 114 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 1110 M Approval Date: 03120!08 Page 7 of 19 j r Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Firs Barrier: FireOutTM Fire Barrier Coating, VersaShieldo Non-Asphaltic Fiberglass-Based (optional) Underlayment or Securock`rm. Base sheet: GAFGLASe #80 ULTRAATm Base Sheet, STRATAVENTO EliminatorTu Nailable, RUBERO& Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- Weld7m Smooth or RUBEROID® Heat- WeldTm 25 base shat mechanically fastened to deck as described below, Fastening Options:. GAFGLAS® Ply 4, GAFGLAe Flax Plym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring. shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 pe,, See General Limitulion #7) OAFGLAS40 Ply 4, GAFGLA99 Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Te;Tm #12 standard, #14 or # 15 Screws and 3" Drill-TecTm steel plate or Drill -TecTw AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the shat, GAFGLASe Flex PIyTId 6, GAFGLAe #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure S S s , See General ti nfth ion #7) LAS® #80ULTIMATM, RUBEROID ®20, Mop Smooth, base sheet attached to deck with approved I ve annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -6e psf, See General Limitation #7) GAFGLAS® #75 Base Shat or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Tedm AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -6# psf, See GeneW Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -69 psf, See General Limitation #n NOA No.: 07- 1219.09 Expiration Date: 1VO4113 Approval Date: 03120M Page 17 of 19 NOA No.: 07- 1219.09 Expiration Dates 1104/13 Approval Date: 03/20/08 Page 13 of 19 GAFGLAS® #75 Bass Sheet or any of above Base sheets attached to deck with Drill TecTa #12 standard, #14 or # 15 Screws and 3" Drill -Tedm steel plate or Drill -Team AccuTrac Plates, 8" o.c. in 4 rows. One roW is in the 2" side W. The other rows are equally spaced approximately 9" o.c..in the field of the sheet. (Mtr dAm Deign Pressure —7S pV,, See General Llkatlon V). Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTaut, RUBEROV MOP Smooth or RUBEROV 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 IbsJsq. Cap Sheet: (Optional} One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLASa'EnergyCapTM Mineral SuAced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Surfacing: (Optional, required if RUBERO`W* MOP Smooth or RUBEROIDP 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood cot of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gaUsq. 2. GAFGLAe Mineral Surfaced Cap Sheet, GAFGLAr Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. 3. Leak BustsrTm MatrixTm 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gaUsq. 4. Leak Bustaim MatrixTm 715, Leak BusWTm MatrixTM 322, TOPCOAT MB +, TOPCOAT* Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gaUsq. 5. Leak BustwTm MatrixTm 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotce roof coating applied at 1 to 1.5 gdiJsq. 6. TOPCOAT® Surface Seal, TOPCOAT' Fir"Nele SB Solvent based Elast omeric Roofing Membrane applied at Ito- 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Dates 1104/13 Approval Date: 03/20/08 Page 13 of 19 1 x 0 r WOOD DECK SYSTEM LBUTATIONS: I A slip sheet is required with Ply 4 and Flex P1yT7A 6 when used as a mechanically fastened base or anchor t sheet. 2. Minimum Ve Dens Deck7m or '/" Type X gypsum board is acceptable to be installed directly over the wood deck. GEw u L LlaigITAnow 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 2040 IbsJsq., 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. N 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi: S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F5 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. 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 "Sri 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 specifladly referred within this NOA, General'Wdtation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, 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 fisted shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (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 9 &72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 121909 Expiration Date: 11104/13 Approval Date: 0MM Page 19 of 19 a + 0 1 "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLASO Flex Ply 6" and 'Tri-Ply® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2'k to 3- gal /100- ftZ. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 Frr "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. Class A I. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GI or "GAFGLAS@ Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS* Ply 4" or "Tri-Ply* Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply* Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): - One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4 ", "Tri-Ply* Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet, — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or -rri-Ply* Mineral .Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap— BUR Mineral Surfaced Cap Sheet." 4. eck: C -15/32 �Xncline-i Slip Sheet (Optional): — Red rosin paper, nai Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet, — One ply Type G2 "GAFGLASO #75 Base Sheet" or'Tri-Ply* #75 Base Sheet" (may be nailed). Ply Sheet: - One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply* Ply 4" or GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply* Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap' BUR Mineral Surfaced Cap Sheet." Surfacing (optionali. — "TOPCOAT* EnergyCote —" applied at a rate of 2 -gal /100 -f:2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply* #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply* Ply 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type GS or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Pius" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or'Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch— APP Modified Granular" or "Tri-Ply@ TP -4G" or "Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth ". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet "or "GAFGLAS@ EnergyCap- BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@ Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or'Tri -Ply@ TP -4G" or'Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth ".