The URL can be used to link to this page

RF-12-1960 -7- -- 1afm Shores Village Building Department OCT 1 o1Z 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE N 6 ►mod ��i FBC 20 Q .i BUILDING ,�' Permit No. 'I�_ PERMIT APPLICATION Master Permit No.Octa --I(oy Permit Type: BUILDING ROOFING City: Miami Shores County: Miami Dade Zip: 1 Folio/Parcel#: Is the Building Historically Designated:Yes NO X Flood Zone: OWNER:Name(Fee Simple Titleholder):. &AAY 0m its CA6j TY Phone#: 36)'T° Y 1 9 .300 C, Address: It 300 VE a►® Ayemya City: Jl m m e 5&o A f s State: F�_ Zip: 33!, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:1{ r-w a y ROOF:FPJ6 #5Kteg 17044, /"Phone#: 161•at 1.7 ° 2L®7 Address: �® 5V 12 raa "o WE '5017" 20 1 � City: P® Pj e-14 State: Zip: 3306") Qualifier NameJP1 "J)r Phone#:q °�)z J'6 State Certification or Registration ,® �51 ' 41 Cent' scat of Compete y#: Contact Phone#:?5(,° 9#9' ` 7 Email Address• �� DESIGNER:Architect/Engineer: Phone#. �OIUD �t�f Value of Work for this Permit:$ 53 63S`� >quare/Linear Footage of Work: 9� &y 1'3'm Vale. le. Type of Work: ❑Addition ❑Alteration QtNew ❑Repair/Replace ❑Demolition Description of Work: ID v . Iwo orr gr.- ru tile: ees>�*x �xx >Hx >u=Hxx >k>kn ? Submittal Fee$ J Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip _ Mortgage Lender's Name(if applicable) _ Mortgage Lender's Address City State Zip Application is hereby'made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction,in this jurisdiction. I,understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all --- zoning. aPP� "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 approv d a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this �_ The foregoing instrument was acknowle dged before me this 3 day of 20 I v by 13 J ,a' " � � who is personally known to me or who has produced who i rsonally known to r who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY MUM Sign- Print: Print: 00°�, Notary LPub0cStite f Florida My Commission Expires: 41' t e My Commission Expires: t eryl�g M Co88128 ''? E*m E*m ��"v'"'�a, JAVIER 14AFMNling �'// / Commlasi011#DD 8APPROVED BY �/�� Plans Examiner "' Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2(9)9)(Revised 3/15/09) I .4C62V� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIY �� 12/14/2012 12 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(ies)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 CONTACT NAME: Frank H. Furman, Inc. PHONE (954)943-5050 FAX Ne:(954)943-5417 S 1314 East Atlantic Blvd. ADD : P. 0. Box 1927 PRODUCER IDOP0002201 USTO Pompano Beach FL 33061 INSURER(S)AFFORDING COVERAGE NAIC i INSURED INSURERA:First MerCUrY Insurance Company 10657 lNsuREREI.Valley Fore Ins 20508 Infinity Roofing And Sheet Metal Inc INsuRERCAmerican Guarantee & Liability 6247 1150 S W 10th Ave, Suite #201W INSURERDBrid efield Employers Ins Cc 10701 INSURER E: Pompano Beach FL 33069-1326 INSURER F: COVERAGES CERTIFICATE NUMBER:Jan 2013 B 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. ILTR TYPE OF INSURANCE SR POLICY NUMBER IN POLICY EFF POLICY EXP Lam GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AGE T RE 50,000 PROMISES Ea occurrence $ X COMMERCIAL GENERAL LIABILITY PRE A CLAIMS-MADE a OCCUR NJCGL000001144301 /25/2012 /25/2013 MED EXP(Any one person) $ EXCLUDED X XCU & Contractual PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY X PRo- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED AUTOS 083041073 /25/2012 /25/2013 BODILY INJURY(Per accident) $ SCHEDULED AUTOS X HIRED AUTOS (Per ac idTT nt,DAMAGE $ X NON-OWNED AUTOS Uninsured motorist combined $ PIP-Basic $ X UMBRELLA LIM X OCCUR IDS Is FOLLOWING FORM of EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE , AUTO AND MWL LIAR AGGREGATE $ 5,000,000 DEDUCTIBLE $ C X RETENTION $ 0 RUC967203404 /25/2012 /25/2013 $ D WORKERS COMPENSATION X WC STATU 11 ITS LI AND EMPLOYERS'LIABILITY ER ANY PROPRIETOR(PARTNER/EXECUTIVE Y/ro E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N NIA (Mandatory in NH) 830-38636 /1/2013 1/1/2014 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If escribe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remerits Schedule,B more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Frank Furman, Jr/CS "` # ACORD 26(2009109) ©1988-2009 ACORD CORPORATION. All rights reserved. INS026(2olim) The ACORD name and logo are registered marks of ACORD irrr NONNI Miami Shores Village �-- l* Building Department low- R1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 RECEIPT PERMIT#: ��"� ' ATE: I q I, S�j f/Z-6 � • Contractor • Owner •Architect Picked up 2 sets of plans and (other) Ccxz zj�--T-(." Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: f f 5t1o�S Miami Shores e Villa 9 Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ��lpR{pA Fax: (305) 756.8972 April 3, 2013 Permit No: RF12-1960 Building Critiaue 2nd review 1. Provide a complete package for the proposed roof. 2. The product approvals submitted in each package have doubles. The flat roof product approval is incomplete. 3. The systems do not match the plans. 4. The new hatch does not meet the design loads shown. STOPPED REVIEW Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. i Miami Shores Village ♦SNuRFS�? Building Department ogle e1 111111 10050 N.E.2nd Avenue L�—A- Miami Shores, Florida 33138 p�?as — Tel: (305) 795.2204 LpR�pA Fax: (305) 756.8972 February 12, 2013 Permit No: RR 2-1960 Buildina Critique 1. The loads used to determine the design wind loads shall be by the designer of record. Transfer pressures from approved plans. 2. The tile requires mechanical fasteners with adhesive attachment. Detail system to be used in section D. 3. The roof hatch provided does not meet the design wind loads as shown on the plans for the location. 4. The roofing system does not match the approved plans. A 90# hot mopped system is specified for the slope and modified bitumen for the flat. 5. Provide a letter from the designer approving the systems being submitted. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete P P plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. MANUEL SYNALOVSKI ASSOCIATES, LLC X180@-Eller DdW,Suite 500 • Fort Lauderdale,FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807- APR 0 9 2019 April 8, 2013 Norman Bruhn Building Official/Director Miami Shores Village 10050 NE Second Avenue Miami Shores, FL 33138-2382 RE: Barry University Wiegand Chemical Stockroom/Anatomy Lab Permit No. CC-12-768 Dear Mr. Bruhn: As the Architect of Record on the above referenced project,we offer the following as clarification as it relates to the roofing modification.The NOA's listed below are an acceptable alternative to the li wei ht concrete and the hot mopped underlayment indicated in the permit set of documents. The Miami Dade NOAs for the proposed roofing are as follows: 1. Boral Roofing LLC (Saxony 900 Concrete Tile)- NOA# 12-0222.03 2. 3M Company(3M 2-Component Foam Roof Tile Adhesive AH-160)- NOA#1 22 8 3. Boral Roofing LLC (Boral TileSeal)This is the tile underlayment- NOA# 12-0417. 4. Johns Manville Corporation (Johns Manville Modified Bitumen Roof Systems Over Con rete Deck NOA#12-0203.08 Page 19 of 38 Roof system composition as follows: • Base layer of Johns Manville 2.8" ISO using approved foam adhesive per system NOA • '/4" per ft ISO tapered insulation roof system using approved foam adhesive per system NOA- Note: the tapered system will start at 1/2"thick • Install one layer of/"Securock using approved foam adhesive per system NOA • Install one(1) layer of Johns Manville Dynaweld base. • Install one(1) layer of Johns Manville SBS Dynaweld Cap FR CR(Energy Star Membrane). 5. The Bilco Company(Roof Hatch)- NOA#10-0113.01-Type of Hatch the S-Door style 6. OMG Inc( OMG Olybond & Olybond 500 Adhesives &Olybond Green Adhesives)- NOA# 12- 0214.01 r Please feel free to contact us should you have any questions or c t ITT't Miami Shores Village Respectfully, DATE APPROIr'ED BY ZONING DEPT Manu aloes ', IA, LEED AP Managing Partner BLDG DEPT SUBJECT TO CCtu1",NCE WITH ALL FEUEM FL Lic. #11,628 STATE ANt9 CGUW1 r3Ul R11)REGUI AnONS may.,.. MANUEL SYNALOVSKI ASSOCIATES, LLC I architecture•intei,ior c9esign•planning r r . SAAB? ELIA EL-HAGE Ce-NdULTING ENGINEERS,INC. 5601 NW 9TH AVENUE,SUITE 401 / FORT LAUDERDALE,FL 33309 m STRUCTURAL BUILDING DESIGN OFFICE:(954)771-8149 / FAX:(954)771-8169 o THRESHOLD INSPECTIONS POOL STRUCTURE DESIGN April 09,2013 Chief Building Official City of Miami Shores Building&Zoning Department. Re: Barry University Chemical Stockroom&Anatomy. 11300 N.E 2°d Ave. Miami Shores,Fl. Permit#CC 12-768 To Whom it may concern, This letter is to address the roof hatch pressure. The uplift pressure for the roof hatch Zone 2=Pup=-68.2 psf 10 SQ.FT MEMBRANE If you have any additional questions,please feel free to contact our office. Re ect q-�-r 3 aad 1- age,P.E.42550 f RWW BuRdt"Code Edition 2007 • ig• a. t 11m.YY m Zone Unlorm Remit {/ oi Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE RE- QUIRED DOCUMENTS AS NOTED BELOW: ' % of m®rds - P Appt t Lour Skqn App -- - AaB.0 1a s A7 Pmwdpdve BUR41AS 950 p -- _- Asphaft Stdngleg A,B,D 1a2,4,SA7 Conorste or CtayTde A.B. 1ASASA7 Metal Roof A.%D 1,2,8,4,6,8,7 Wood Wftles and Sudw A.%D 1,2a4AA7 Offer As App! 1A2,4AGj7 ATTACHMENTS REQUIRED: 1. Fire Dlnxftry Leg Pam 2. f=rom Nofte of Acceptance: Front Pap Specific symem D"o Speck&lsftm Lknbtm Genmw LpmHtadm ApploaW DeW Dmv*W & Design Calouklons per Ctaptgr IS,or 6 ApplbWK PAS 127 or RAS 128 4. Odd Component Nogoe of AcoepWms 5. t tlpat PWM ApRoadon 8. Owners Nodkdon for C ukWmft S(Re~ng Crdy) 7. Any Regdred Roof lbednWCalcukWon Dociamtellon i miami Shores Vilage Florida Building Code Ed -ELL ie High Velocky Huff Wane Zone Uniform F "N V 479 11 11 � • • M. G7 C �' :i ■■eeee■■■■e■■e■■■e■■■■■■■weee■■ee■■■■wwee■■wwww■■■■ewwww■■wwwwww■■■■■■w■■www■■ww■ ■■!■!■■!■!■e!l■■■■■e!■■■e■■■!■!!■■■■■■■■■■e■■e■■!!!■e■■■■■eeeee!!!■e■■eeeee■!■ee■ ■!!■■■■eee!■!!■■■■■eee!■■■■■!■ll■■■eee■■■■■■eee■e■■!ee■■■■■■e■■!!■■■!■■eee■■■■■e■ ■wwwwwwwww■■ww■■■■■ww■wwww■■w■■wwwww■■w■■■■wwww■wwwwww■wwwwwwwwww■■w■■wwwwww■■ww■ ■ww■wwww■e■■e■■■ew■wwwwwww■■eeeee■■w■■w■■■■ewwweee■■w■■wwwewwwww■■■e■■ewwwwwweew■ ■■e■■s■■ell■ll■■■■■■e■■■e■■■!■!■■■e■■■■■■■■e■■■■■!!■■■■eeee■e■■■■■■!■■eeee■eeeee■ ■we wwww■■w■■w■■■w■■ww■wwww■w■■wwwewwww■■■■w■■ww■www■■swww■wwwwwww■■wwwww■wwwwwww■ ■ww■wwww■eeeee■■wwwww■■■w■■w■■ee■■ww■www■■■■■ww■eee■e■■www■■w■■w■■■e■■e■■wwww■ww■ ■■■■■■■■■!!■■!■■■■■eeee■■■■■■■■■eee■■■■■■■■■■■ee!■■■■■■eeeiee■■■!■■■■■■■■e■■elect■ ■ww■ww■■■■eeee■■■■■w■■w■ww■w■■le■■ww■ww■■■■■■we■eee■es■www■■ww■ee■■eeeee■wwww■ees ■■■■■■e■■■!■■!■■s■eee■■■■■■■■■!■■■e■■■■■■■■l■■■■■■■■!■■ee■■■e■■■■■■l■as■■■■■■■■■■ ■ww■wwww■e■■■■■■ww■ww■w■ww■we■eew■ww■ww■wwwe■wwwee■■e■■wwws■ew■w■■■■■■e■■wwwwwww■ ■wwwwwww■wwwww■■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww■■wwwwwwwwwwwww■wwwwwwwwowwwww■ ■■■■eeee■■/■■!■■■e■■e■■■■■■ei■■!!■■■■e■■!■■!■ee■■■■■!■■eee■■e■■■!■■■■■!■eeeee■■e■ ■■■■eeee■eee■■■■wwww■■■■we■eeeeee■ee■wwww■■e■eee■■■■ewwwww■■ew■w■■■■■■e■■wwww■ee■ ■we■wwww■e■■ww■wwwwww■w■wwwww■www■ww■wwwwwww■■wwwe■■wwwwwwwwww■wwwewwwww■wwwwwww■ ■■■■eee!■■■■■e!■e�\!JI!�■■7�'!'1'!'ll'1■►\I'le*!9�\■■■e!!■■■■!eee■■■eee■■!■■i■■■eee!■!■■e■ ■!■■!■■■■i■■■i!ll�V!�I!�■I.1�■I1lI I■1�w11!!1 Fl■�7■■e■■■!■■e■■ee■■■■e■■■!■l■■!■■eeee■■!■ ■wwwww■■■ww■wwee[�'J•!I•m■IIa\I Iwl IrEA 4FA IN 1 M7■�Jwwwwwwwwewwwwwwwwww■■www■e■■wwwwwwwwww■ ■lwwl■■■■e■■e■■eewwwlwwwww■■/!■ee■wwwe■■■■wwwwe■eee■wwwee■e■wlee■■■e■■wwwwww■■wl■ ■■e■l■■l■ll■■l■■e■■■e■■■■e■■l■■l■■■e■■■■■■ll■■eel■■■■■■e■■■■e■■e■■■■■■l■■e■■■■ee■ ■■w■■wwwwwwwwww■■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwewwwwwwwwwwwwwww■■■ww■wwwwwwwwww■ ■ee■eeee■wwwe■■■e■■e■■■■e■■ee■eee■e■■ee■wwww■■wwww■■■■■wwwwweeeeweee■■e■■wwwwwew■ ■l■■■■■■!!l!!l■■l■■ll■■■■l■■l■lll■l■■■■■■■■e■■l■■■■e■■■l■■■■e■■■■■■l■■■■■■■■■■ee■ ■wwwwwwwwww■■w■■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwww■■wwwwwwwwwwwwwww■■wwwwwwwwwwwwww■ ■ww■wwww■e■■■■■■ww■wwww■wwwee■eee■w■■w■■■■ew■w■■■e■■wwww■■wwww■■e■■■■w■w■■eew■■■■ ■■■■eeee■■■■■■■■eeee■■■■■eee■■■■■■e■eee■■■■■■■!■■■■■eeee■■■e■■■■■■■e■■■■■ee■■■we■ ■wwwwwww■ww■ww■■wwwwwwwwwwww■■■w■www■wwww■wwwww■■■■■wwewwwwwwwwww■wwwwwwwwwwwwww■ ■■■■e■■■■■ls■■■e■■■■■■■■■■■ee■■■■■eeee■■■■■eeee■■l■■e■■e■■■■eee■is■l■■■■eee■■■■e■ ■ee■e■ee■■e■ew■■■w■ww■w■ww■w■■■ee■wwwww■■■ew■w■■■elwww■w■■w■wwwes■■■■■wwwwwew■ww■ ■wwwwwww■■■■ww■wwweeweww■■w■■■eeww■eee■we■wwwww■www■wwwww■wwwwwww■■ww■wwwwwwwwww■ ■■■■l■■l■l!■!l■■l■■■l■■■■■■■l■■l■■l!■■■■■■■l■■ll!■■■l■■eeel■■ee■■■■l!■le■e■■■■■e■ ■■e■■wee■■e■e■■e■■■e ee■■leeee■ee■■■■■■■■wwww■■■eee■■■■■wwwwww■■ew■ee■■s■■wwwwwew■ ■■we■■wwe■ee■■■ww■www■e■ee■wwwwwwwwwwwwwwwww■wwwww■wwwwwwwwwwwwww■www■ww■wwwwwww■ ■■■■eeee■■e■■■■■■e■■e■■e■ee!!■!!■■e■■e■■l■ll■e■■■ls■■■■!!■eeee■■!■■le■e■■l■■■■ee■ ■■■■eeee■■■■■i■eee■e■■■■e■■eeelllee■eee■■■■eeee■■e■■eeeee■■■eee■■■■e■■■■■■■■■■ee■ ■wwwwwwwwww■wwwwwwwwwwwwwwwww■■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww■ ■wwwwwww■e■■■e■ewwwww■■■wwwweeeee■wwwwe■■■w■■we■eee■wwweewwww■■e■■ewwww■■wwwwwww■ ■ee■eeee■■l■■l■■■e■■e■■■■■■e■■■!■eee■ee■■■■■■e■■■l■eee■■■eeee!■■e■■lees■■!lee■ee■ ■wwwwwww■e■■e■■■ew■ww■eeee■e■■■ee■eeeee■e■wwwee■ewwww■■ew■www■■ewwww■■e■■ewww■ww■ �-DECK c 4 TAFE�RI61D INSU1AT10N ' ROOF SHEATHING tJ� FAIN BOWL 8 DECK CL A&F n N S3 2 ROOF DRAIN$OVERFLOW DRAIN DETAIL N.T.S. 0 0 A EXIST.WE*W BM �- - ROOF NOTE FLAT CEMENT ROMM TILE ASMANUFACTURED BY _ 'HANSON'OR APPROVED EQUAL,SET VOROLYPRO ,�.�. AH160ADFIESNE, PLACEMENT DETAIL 3.DOUBLE PATTY NO.OSM.02AS MANUFACTURED BY a= -' ,x,yf •PO.YFOAMPAOWCTS.BtlC.•.SETOVERWOHOT MOPPED UNDERIAYMENTOVER5W COX PLYWOOD FASTENFDTOWOODTRUSSESASPER STRUCTURAL DRAWNOS•(1YPICAL. y 0 { am. 6L _ ' _ _ L - Cn O r.�•' r.. W - r OENERALROO! S . �� 1.SUBMITRO( j TH r _ P`410filYO l-.s> ::1�r y.:. ..f.,aP �T REVD:M/ANDa -•--c.,�; € - = - -- - = '-f PR�iT08UBQ C T� h-t DEPARTMENT. �s iTE•1 _ -�1-; SHALL WCLUDF 7 §:1 .. ..... . .✓? '.+rd. , F@(TTO3 - CONDITIONS. fD s:>:=::-: BRAYiNR3k SLOF� - -a.�.......�..�...+...•. - 2 ALL ROOFN9 A :e ..' _ F- i At I�QUIREMENC INSTALLATION. `3 s y - EMI ROOFWITHIN( g S _ }l 1+'� t •- `r-� SHALL CERTffY W 5..a �r - M1 =*r -.F.� f _ D(STALLATIOK `F...F.. ROOFWOTHIS -» MODMM ca WARRANTY NO 3BraFi! 8 :: n.i� %�- - :_:=:;ryq.Ii„��{> EWIVAIFM SI s,..( (. suBMDrrEOTo 'o a PRIOR TOINST. .4t SUBMRPROd. .- _ .-("� FLORIDA BUILD J.^ j” AND REWIRE[ VELOCITY WR Q ACCEPTANCE' S.MDDMBI ROOMGSYST SHEETAS MAN Cr APPROVED EO OVE X O93LXTINQ CC O Mir X CONMETEHO FR - SLOPE ROOF(p O �" -•r 7 ALUMINUMt k - ? FACTORY AM U-1 ltll STANDARDCDI O AW �--+ Aam ARCHITECT tat (j Tip ``i' N � . _ J 7 7`[ �. ROOF PLAN A NOTES SCALE:SMIr-no• z s; Ronda Buldi"Cody Edfrdon 2007 High Veb*Hurrkane Zone Uniform Pam*Appiwaum Form ¢' w-d C&M SLOW now Sy F®In ftedft Roof Awmft Compreft Fastener Spacing tbi AndorBase Shee nd kilentily, mec<o (if a oWWMertt Is not used,identify,are"NA' Recd: wA °oc® UM# WA ® WA ■oc System urar Jonras Manville Pertmeter:WA■oc t Lap,g TWA iswA°cm NOS: 12-0203.E Comer:WA ' 1.8p,; RQAIMI3wA WA■oC QNIF Wind ftesures,From RAS 128 or Number of Fastwan Per Iron Board �`: Cait�atlorrs: Purl 530 : Prnanl a ftwe-36,i Fblld wA Perimeter WA Comer wA Max Design 2Pr re,From the Sic NOA mus>ttt Comp onoda Noted and Details n System Appftdft Deck Cutre,Edge Tera*wdon, Ty. Concrete 8140ft Fladft Continuous,heat,Cant 4" Boo Flwhkg6 Camber-Flashft GaugaMMcnew. C4ping,Eft 118" Mean Roof H h%Parapet Height. Height of BiEl88 CWVOnent Maaterlal, Sheet&( 'of Pty(e): wA Maul Thida ,F 'i V%Faster ArtdwdBsse Street Faadene Material: g or�brrdt Manufacturers DetaAs OW WA Cwrtpfy with RAS 111 and Chapter 18. of W.2 Ir�tal�lt t�pse I.aysr. b ISO Board :. a04 s e 8888 if g anon Size aartd Tildes V x 4,U4"Tapered Insulatlon-ThdCness varies ` Base Inodatlant Fa woMonding Mdwk t: 2 9kof 0 olybond Loan,adneslve WAMWOL WOff tv r- .:: Layer.Top hrsulatiat r: Parapet sea,roc�c 01 �4GL Hoyt Top Irltleion Size card ThIcimes: W x V,1f4°thick Top Insulallm Fastened8onding Material: t Oybond Foam Adee ar Jnrwo ARt vtMANE DuULATIW*J .- Adhaiv+t Mean ftse Sheat(s)&No.of Ply(s): NIA «' Base Street FastanedBonding Me M w Y.: WA SheagB)&W of I�r q Base,One(1)plY i '] 1 for Ply Street FesteneNBortaling Material: Heat welded Top Fv DYnaweld Cap FR CR � Mts�bG r TOP IN FasfiensriBortding Maerlal: &r fi#td-611M&Aft st Heat welded ( annules with Energy Star Coating ®t.�iL[t,G ` aT t1� G t".jnauww W 60 alt 4. W 0,04 - , with VJ*fte eh W* � &*w tie ViulrArdL 40 �t"" 'i 1'&-.0 "kq &je1 Af Am Ws0,gxa,uwrrat�� "*p E: Florida Building Code Edition 2007 High Velocily Hurricane Zane UnIbm Permit Application Farm Seaft n D (6MR Slond Roof SvsMM) Roof System Marudacturer eorai Roofing&3M company Notice of Acceptance Number 12-°222.03,12-0417.06,12-0228.18 Mft[mum Desdgn-�Pr urea, If A lbie(From RAS 127 arSalou }: Pmax1: Pmax2: Pmax3• Maudmum Design Pressure (From the NOA Speelfic System): WA Method of Tte Attachment Double Paddy 3M 2-Component Foam Roof Tile Adhesive AH-160 + 'i C-Wt Aird le. J�) �¢ �Q C�1 lil-l-t rW lez 4hcrl one erp%h4-fQ &wfer4je,. (see GjtexAed. 1.511 S�OpAd �sYSt®nf DASCN Tip; I Plywood underlayment: s 30 Felt WA Roo#Slope: 6 :12 Barrier. WA erType&Spacing: °staMeMd on type; WA Ridge Ventdadon2 wA Cap Shy I Boral Tae seal COVBfi'rfg: I Saxony 900 Concrete Roof Tile Tape&Size Drip 0.040"Kynar FiNsh Alumirnun [MEeanoaf Helot 15 Florlda Building Cods Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile C®IcuinUons) For Moment-bawd file syetsms,chi either Method 1 or 2.Compared On values for M,with the values from Mr fl the K dues are greater than or equal to the M,values for each area of the roof,then the the attachment method Is acceptable. Method 1"Moment-Bawd TIN Calculations Per RAS 127" (P1.-42.8 x$0.313 = 13.3964 -Mg:7.55 =Mn 5.8464 NOA Mr 31.3 (P2:-50 x A 0.313 0 63 _Mg: 7.55 =M 8R 1 NOA Mr 31.3 (P3.70-X X-= 15.65 -Mg:7.55 =M 8.1 NOA Gi M r Method 2"'Simplified Tile Calculations PerTa s Belave Requites Moment of Resistance(M)From Table Below NOA Mr Mr Required Moment Resistance Mean Roof Height Roof Slope IV 29 OR 30r 40r 2:12 34A 36.5 382 39.7 42.2 3:12 32.2 34.4 36.0 37A 39.8 4:12 30A 322 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 28A 28.0 29A 30.5 32.4 7:12 24A 25.9 27.1 282 30.0 *Must be used In conjuncton with a list of moment-based the systems endorsed by the Brouard County Board of Rules and Appeals. For Uplift-based file systems use Method&Compared the values for P with the values for Fr R the F values are greeter than or equal to the F,values for each area of the roof,then the the attachment method Is acceptable. e. Method 3"Uplift Based Tile Calculations Per RAS 927' (PI:- x 1: _=_xvv:= _)-W: xcos 0. =Fr,: NOA P (PQ:_ x1:_=_xw:= _}-W; xcos 6. =F,2: NOA F1 (P9:_ xI: ___xw:= _}-W:_xCos 6. =F.: NOA F1 Whore to Obtain Information Description Symbol Where to arm Design Prssmrrs P1 or P2 or PS RAS 127 Table 1 or by an wq t mwing analyst prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof SY4w 8 Job Site Aerodynamic MuiWer 1 NOA ReMoring Moment due to Gravity M NOA Attachment ReBBtance M NOA Required Momrd ResisW= M Calculated Mirdmum Atschment Rya P NOA Required Uplift Reftarrce F Calculated AvempTlle Weight W NOA Thee Dinearddona 1=larigth NOA wr=width AO adloulatlors must be submNed W the Building Otfblel at the time of pemdt appHcaftL ' - ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1518.8.7 Tile systems shall extend beyond the drip edge 1518.9.1 All metal panels/shingles assemblies shall be 1' (not including the rake)not less than 3/4 inch(19 mm)but not tested in accordance with Section 1523,and TAS 125. more than 2 inches(51 mm). 1518.9.2 The entire application method of all metal 1518.8.8 Spanish"S"tile,barrel tile or other tile systems panel/shingle systems shall be detailed in the Product Ap- that create a void between the deck and the underside of the proval and RAS 133,as applicable. Ile shall be closed at the eaves with a prefabricated closure 151893 Metal shingles may be applied as a recover over a or mortar filler to close the eaves and elevate the butt ends of single layer of asphaltic shingles or smooth surface roofing, the first course,as detailed in the tile system Product Ap- providing the deck is solid sheathed and in compliance with proval. the provisions of this code,the existing prepared roof cover- 151&8.9 Apply a minimum 3/8-inch (9.5 mm) diameter ing is in compliance with provisions of this code and the en- weephole,spaced not more than 12 inches(305 mm)apart, tire metal shingle system is applied as set forth in the located flush with the underlayment of all tile systems,ex- Product Approval. cept tile systems using thick-butt tile. 15189.4 Metal panel/shingle systems shall not extend more than 1 inch(25 mm)beyond the roof eave. 1518.8.10 Mortar or adhesive set tiles applied at an incline from 6:12 up to and including 7:12 shall have the fast course 1-`1$.9S All intersections shall be flashed in metal as pro- of file(this applies to pan only on two-piece barrel tile)me- Prod m Section 1517.6,RAS 111 and the roof assembly chanically fastened with not less than one fastener per tile. Product Approval. As an alternate,the first course of tile shall be applied in 1518.10 Wood shingles and shakes.All wood shingles and mortar over a single layer of minimum 20 gage galvanized shakes shall be installed in accordance with RAS 130.Installa- wire mesh with openings of not less than 1/2 inch(12.7 mm) tion of all wood shingles and shakes shall be limited to a roof or greater than 1'/2 inches(38 mm)with minimum exposure mean height of 33 feet(10 m),unless otherwise specifically of 12 inches(305 mm)wl¢u'ch is mechanically attached to the noted in the Product Approval. deck through the underlayment with approved fasteners and 1518.10.1 All wood shingletshake systems shall be tested in tin-cap when backnailmg the cap sheet. Additionally. for accordance with Section 1523. roof inclines of 6:12 up to and including 7:12,eve third e of every fifth course, shall be mechanically fastened wi no ess one fastener per tile. For roof inclines SECTION 1519 `– above 7:12,in addition to the mortar or adhesive, all tiles HIGH-VELOCITY HURRICANE ZONES—ROOF shall be mechanically fastened with not less than one fas- COVERINGS WITH SLOPES LESS THAN 2.12 tener per tile.Apply approved flashing cement to seal all the ' fastener penetrations,for all roof inclines. 1519.1 General. All adhered roofing components shall be bonded to the various types of substrates in compliance with 1518.8.11 All the systems shall be shingle lapped interlock- the requirements set forth in the roofing assembly Product Ap- ing and installed with the headlap as specified in the the sys- proval and the following minimum requirements.The author- tem Product Approval. In no case shall the minimum ity having jurisdiction may adopt RAS 150 as the means of headlap be less than 2 inches(51 mm)for mortar or adhesive complying with the requirements listed in this section. set tile,or less than 3 inches(76 mm)for mechanically set 1519.2 All packaged asphalt shall have the following data tile,unless restricted by product design. printed on the carton wrapper. 1518.8.12 Where tiles are to be installed over an insulated 15191.1 ASTM designation and type; roof deck,a suitable nailable substrate,in accordance with Sections 1520.5.6 and 1520.5.7 must be installed over the 1519.2.2 Flash point as determined by ASTM D 92,Flash insulation prior to the installation of approved and Fire Point by Cleveland Open Cup;and underlayment and tiles. 1519.23 Equiviscous temperature(EVT)at which the as- 1518.&13 For mortar or adhesive set tile,no more than two phalt attains a viscosity of 125 centipoise(25 centipoise for tiles shall be loose per roofing square[100 square feet(9.3 coal tar)as determined by ASTM D 4402,Yucosity Deter- m2)].No loose file shall be adjacent to each other. minations of Unfilled Asphalt Using The Brookfield Thermoset Apparatus. 1518.9 Metal panelsishingles.Steel panels/shingles shall be a 15193 Asphalt types,as defined by ASTM D 312,shall be em- minimum of G-90 contusion resistant,and shall be not less than ployed in all roofing assemblies.Application of asphalt shall 26 gage in thickness.Aluminum panels/shingles shall not be be in compliance with Table 15193A and Table 15193B or as less than 0.025-inch (0.685 mm) thick. All other metal detailed in the roofing assembly Product Approval. panel/shingle products shall be an equivalent weight.All metal 1519.4 Back nailing of interply sheets shall not be required panel/shingle assemblies shall be capable of withstanding foot when using ASTM D 312 Type IV asphalt on slopes less than traffic without damage to the metal panels/shingles.Metal pan- when els/shingles shall have Product Approval for a complete metal system, which shall include the panel/shingle,underlayment 1519.5 Mechanical attachment. All mechanically attached and all related accessories to provide a complete waterproof roofing components shall be attached to the various types of system. substrates in comp` iance with the requirements set forth in the FLORIDA BUILDING CODE—BUILDING 1521 . Yet �hir�. `fie �� wi I I be Ne i c�II �s e� Y y • G�r�-I�► nox- IeSS -I�r1 aria Q Iced, ��enes ' -hie. see chest WAX X 1 v f>�� - P 9� L Florida Building Code Edition 207 High Velocity Hurricane Zane Uniform Parmit Application Form Section E (771® Calculation$) For Moment-based 1119 systems,choose 91t1er Method 1 or 2.Compared to values for Mr with the values from M, ff the Mf values are greater than or equal to the M,values for each an of the roof,then tie tae attachment method Is acceptable. Method 1"Moment-Based Tile Catoulatlons Per RAS 127" (Pt.-42.8 x) 0.313 = 13.3964 )-Mg:7.55 = 5.8464 NOA M 31.3 (PQ;-50 x 1 0.313 0 -}-Mg: 7.55 o M 8.1 NOA Mr -3 (P.:-50 15.65 )-Mg:7.55 =M 81 NOA Mrs - is r Method 2"Simplffled Tile Calculations PerTabio Below- Required Moment of Resistance(hil)From Tape Bear NOA Mr M,Required Moment Resistance- NNW Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34A 38.5 382 38.7 422 3:12 322 34.4 38.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5.12 28.4 30.1 31.6 32.8 34.9 8.12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 'Must be used In conjunction with a He of moment-based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift-based We systems use Method&Compared ire values for P with the values for Fr, ff the F1 values are greater than or equal to the F,values for ewh area of the rwk ttar the the attachm rd method is aoaeptabte. Method a"Uplift-Based Tile calculations;Pier RAs 127- (P,:- x is _a_x w-= _)-W:_x cos 0. =Fn: NOA P (P2:_ XI:_=_xw:= _)-W:_xcos 0. Fal NOA F (P,:_ xI:___xw:_ _)-W:_xwe 0. =F,3: NOAP Where to Obtelln Inibrn>ation won symbol Where to first Design Pressure P1 or P2 or PS RAS 127T"1 crbV9kneR9Wwfngana1ysbpmpar9d by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slime 0 Job alto Aamdpmfrdc MuNpler I NOA ReMOrbcg Moment due to Qrmvky NOA Atleuttmerd ReSNOw M NOA Required Moreerff ResNImm Caballed Minimum Aftshment Rel NOA Required Upflft Reskftm F CaladNed Avle Weight W NOA TUe Mmillbsiona I-length NOA Wad AN cabuta =MUM be eubmiucd to the BuUdtng Offidel at the tkne of pemdt appbedm. l 3M Industrial Adhesives&Tapes Division 3M Center Building 220-511-06 St.Paul,MN 55144-1000 651-733-1110 NA March 15, 2012 General Release Roofing Industry Professionals Subject: 3MTm 2-Component Foam Roof Tile Adhesive AH-160-Polyset/Polypro AH-160 Dear: Roofing Industry Professional, This is to certify that Polyset/Polypro AH-160 Roof Tile Adhesive manufactured by Polyfoam Products, Inc. a 3M Company will be re-branded 3MTm 2-Component Foam Roof Tile Adhesive AH-160 manufactured by 3M Company. They are both the same formulation and manufactured at the same facility. We are transitioning our customers away from the Polyset/Polypro AH-160 brand over to the 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and we would like to communicate that these two products are Interchangeable in specifications and product usage as current inventory levels are consumed. Sincerely, Riku Ylipelkonen Manager of Technical Services 3M Industrial Adhesives&Tapes Division Phone: 954-298-0206 E-Mail: rylioelkonen ZDmmm.com I MIAH MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 1 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexov/nera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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:3MTM 2-Component Foam Roof Tile Adhesive AH-160 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 and revises NOA# 11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 ltaaoawecotn�n Expiration Date:05/10/17 Approval Date:05/10/12 age 1 01 I ! t ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment -PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 EC Mutthaom� LD(TY Expiration Date:05/10/17 .. s Approval Date:05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ W 2 F'= MS NOA No.: 12-0228.18 rnaatoe eo�mnr Expiration Date:05/10/17 Approval Date:05/10/12 Page 3 of 7 i , t t INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat,Low,High Profiles 1 #2 24 1 N/A Flat,Low,High Profiles #3 8 NOA No.: 12-0228.18 raaiai EC Expiration Date:05/10/17 � ,... Approval Date:05/10/12 Page 4 of 7 i LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag through plastic cement Paddy fteaih Tile) Noll through plastic cement Paddy( Tue) umladayment •:= undadaymat 10 in. 21 EMCMM Fascia EWCourse Fesde WOPM Eavecoursemdr Eavecamseonly: Eave dam Eavaclasunv 4In.upfrmn pho� 4dhup�tromwee �P Nag through plastic cement Paddy Reed TOO) 1)Place eimugh adhesive to achieve 17to 23 steep pitch4appOwdons Rd#0001111 phadiccement nt sy square hrcha to contactwith the pan ce 2)Turn covers upside down.Place adhesive 1121n. To 1 in.From outside edge of cover It Then Instal the so. o undedayment EaweCouse - o Eevaclan Kap vsappov n.up Fad of 41 teeeave t irom weep froles coin covertile. Abutto second=use of pan tilee.Ermm am and of pol"Mortar pan and covers"ere . soloapailrd flahatavegrte edipsofffie Eave dosum Wee a Fascia Bo (mortsrshmm) NOA No.: 12-0228.18 Expiration Date:05/10/17 O�D Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail tinough plastic cement ply Relteath Too) Nall through plastic cement Paddy 19eneath rue) Urtdedayment .� Urtdedeymenrt 71n. .er a In. --- • 71n. �2 in. -- Ears Coin ° Fascia Fascia Weephole Eare Cam Eave clmwe Eave Closure Ddp edge Nail thmgh plastic cement paddy(Bed Tue) Underlayment - 71n. n. Fawn Closure Eare Coum Fascia NOA No.: 12-0228.18 wt�tt�aae c�tJnrrY Expiration Date:05/10/17 III. MOM,e r' Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nail through plastic cement Single paddy underlie (between tile) Undedayment Single paddy between the Paddy 2 In.x 7 In.medium (under Vie) stm paddy am dvh. course only Singl paddy --=---____- g ti R. 40Rin x 3 In ni und r1le ' I rx'31 n 4 In. 2 In. Single paddy an 21n. 41n. Single under- paddy an layment under layment Single paddy Pasch Eave CMM on top of Ile Weephole Single paddy IrL X 7 In.medlum Em Eave dosure on top of file size paddy save % cam Dripedge Fasda course only I)Tfift cemeR Single d underd pale dy Single paddy between tile 3 In.x 31n. 41n Single paddy an underlayment 2 n. e Single paddy Eau Closure on top of file 21n.x 11n.medium Faacla size paddy am course only Fre END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 j APPROVED L Page 7 of 7 P i 6 MIAMI- e MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eo0wra 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 900 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 and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0222.03 APPROVED1 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Ca o : Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. 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 Product Applicant Dimensions Specifications Descrintion Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high- w= 13" pressure extruded concrete roof tile 1-5/32"thick Slate equipped with two nail holes. For 1-9/32"thick Shake& direct deck or battened nail-on,mortar Split Shake set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, Width:varies concrete roof pieces for use at hips, varying thickness rakes,ridges and valley terminations manufactured for each file profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 1 APPROVED Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (I Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-0n) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing&Engineering, R1.894 Physical Properties Aug. 1994 Inc. R2.894 TAS 112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 5201114 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-78044&5 25-7848-6 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity 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 tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 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 underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (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) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers-X(fe) Tile %(fe) x(ft) Profile Batten Application Direct D Ilcatlon MonierUfetile Saxony 900 0.289 0.313 Slate, Shake&Split Shake NOA No.:12-0222.03 E�oE Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 I Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 2":12" 3 11:12" 4":12" 5":12" 6":12" 7":12"or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf). for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 148 Screw 30.8 30.8 18.2 2.#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) - 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mi(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Adhesive 31.3 Slate,Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc.Average weight per patty 8 grams. NOA No.: 124222.03 MM1Ar7�o�e 'APPROVEDI �V7Y Expiration Date: 04126/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) f Single Patty Adhesive Set Systems Tile ,r /� The Application Minimum Attachment Profit 'V �^ Resistance Monierl-ifetile Saxony 9 Polyfoam Pol ProTm 1 Slate, Shake&Split Shake Polyfoam Pol ProT"" 40.,V Larae Paddy placement of 45 grams of Pol ProTm. 4 j Medium Daddy placement of 24 arams of Pol ProTA°. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake&Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT) LOCATED UNDERNEATH 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.: 12-0222.03 ruartJ APPR c Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 PROFILE DRAWING NAIL HOLES a. u, 16132"(slate) 1 9/32"(shake) 17" OVERLAY 13' WATERLOCK SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL) db ., Z. � A MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SHAKE MODEL) END OF THIS ACCEPTANCE M—1 071D COUNTY NOA No.:12-0222.03 •• Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 Y MIAMM ff ,, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovbera 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: BORAL TileSeal 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# 12-0306.26 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0417.06 ravaaaaoecotrr Expiration Date: 07/31/17 Approval Date: 07/05/12 Page I of • Y . ROOFING COMPONENT APPROVAL Category Roofing Sub-Cateeory: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reno rt Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 E courrrY NOA No.: 12-0417.06 o Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 4 ` a APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12" o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0417.06 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 4 9 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. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. 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. 11. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMFDI4DE COUNTY APPROVED, END OF THIS ACCEPTANCE NOA No.: 12-0417.06 r�uargHAoecouN� Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 4 of 4 MIAMFDADE MIAMI-DARE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildtnscode The Bilco Company P.O.Bog 1203 New Haven,CT 06505 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series S/NB Steel and Aluminum Roof Hatch APPROVAL DOCUMENT:Drawing titled"S/NB Door Assembly",Sheets 1 through 10 of 10,dated 10/15/09,prepared by The Bilco Company,signed and sealed by Mark A.De Stefano,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear the following permanent label: The Bilco Company BHC de Mexico Ciudad Juarez,CHIN.,MX 32648 and the statement:'Miami-Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-1219.01 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.10-0113.01 taaw ecour�rr Expiration Date:December 02,2014 Approval Date:Febin 24,2 I Page e 1 021641149 The 1111co Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMrMD A. DRAWINGS "Submitted under NOA#08-1219.01" 1. Drawing titled"S/NB Door Assembly",Sheets 1 through 10 of 10,dated 10/15/09,prepared by The Bilco Company,signed and sealed by Mark A.De Stefano,P.E. B. TESTS "Submitted under NOA#08-1219.01" 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94, 3)Cyclic Wind Pressure Test per FBC,TAS 203-94, along with marked.-up drawings and installation diagram of Series NB50 120 Aluminum and Steel Roof Scuttle,prepared by Certified Testing Laboratories,Test Report No. 1862W,dated 11/18/08,signed and sealed by Ramesh Patel,P.E. 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94, 3)Cyclic Wind Pressure Test per FBC,TAS 203-94, along with marked-up drawings and installation diagram of Series S50/20 Aluminum and Steel Roof Scuttle,prepared by Certified Testing Laboratories,Test Report No. 1862W 1,dated 11/18/08,signed and sealed by Ramesh Patel,P.E. 3. Addendum to Test Reports No.CTLA 1862W/W-1 on Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 and Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94,dated 03/11/09,signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS "Submitted under NOA#08-1219.01" 1. Structural calculations prepared by De Stefano Engineering Group PL,dated 01/15/09,signed and sealed by Mark A.de Stefano,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Distributor agreement between The Bilco Company and BHC de Mexico,signed by Roger Joyce. "Submitted under NOA#08-1219.01" 2. Code compliance and no financial interest letter issued by De Stefano Engineering Group PL, dated 12/08/08,signed and sealed by Mark A.de Stefano,P.E. *-;0 '041,o Carlos M.Utrera,P.E. Product Control Examiner NOA No.10-0113.01 Expiration Date:December 02,2014. Approval Date:February 24,2010 E-1 3 1 68 I - 1 � I 91 6 I 1 1 69 1 I i I 69 1 5 61 I 9 1 9 10 o I HOLD OPEN ARM LIFTING MECHANSIM ow I 6 41 I I 4 6 I • • �® I 6061 46 6 1 2 !_, LOCK-SINGLE POINT._. �. HINGE 19 18 S DOOR B I e _.9 © NOTES: I I 19 1. THE DESIGN CONTAINED HER S BEEN DESIGN AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2 THE SHORT TERM LOAD FACTOR HAS NOT BEEN USED. 3.ATTACHMENT TO STRUCTURE SHALL MEET THE FOLLOWING I C 6 6 3 1 ALLOWABLE LOAD CONDITIONS.THE VALUES PROVIDED 8 ASSUME THE ATTACHMENT DIRECTLY TO THE STRUCTURAL 1 66 I ELEMENTS WITHOUT SPACE ALLOWABLE MINIMUM LOAD VALUES PULLOUT:185 LBS.SHEAR:90 LBS.USE THE FASTENER MANUFACTURES RECOMMENDED SAFETY FACTORS.IF DIFFERENT 48 6 1 I N B DOO R CONDITIONS PLEASE CONTACT BILCO OR A FLORIDA LICENSED ENGINEER FOR CONSULTATION. 4.ALL LABELS TO BE LOCATED IN APPROXIMATE LOCATIONS AS SHOWN. Design Pressure Rating Impact Rating L I +/-70 PSF Large and Small Missal Impact LOCK 60 p I -2 POINT P � I mmoTfM U UMW# °^'� THE BILCO COMPANY °° °° MV �� a, P.O.B=IM3 NewHa"m CCnnectcut 065os °p.,de SrF°'AWII yAO A a1=. ' ®B .aM I& MOVE ; �`''•. � evcsllveeauroortour ri rRoDucruriow oac.AUana cm me: tb Wf&ft 1ww news .Fr ortc.ax 19931 taaos•amm8oeatsm7ta vkranprrma s �ft S/NB DOOR ASSY '�k SarMwft FftrX.30M a Fa:0elearaara lo- 1PM �' ma,alwi W4.NG,B"OJXWN ,p;. TATE0 owc.No. cry `:,.• F ¢:�y,; a M7dit faummfwffWX® eas er ar .oOt;;ID..• �, rwsa B S/NB DOOR ASSY X3 ��........• ul. _ ...•• MA171(AOE 8T6ARlIIO,PE ooNOTSCA�BOaAwe9c SCALE:1:6 WEIGHT: SHEET I OF 10 """•••••••M-°"'" PLeffGffl wnnoASa9tar a 4 a a REM NO. PART NO. DESCRIPTION N8-20 S-20 REM NO. I PART NO. DESCRIPTION NB-20 S FRAME LOCK [R7 I SD5D4A FRM-RS 30"GALV.FORMED,SEE SHEET 8 2 2 41 SD41-2 LOCK-BOX SINGLE PT.ASSM PLATED I nT 2 SD50SA FRM-RS 36 GALV.FORMED,SEE SHEET 8 2 42 SD66XNB LOCK•HANSEN 2 POINT ASSM MR I 3 SD513 FR WRS FORMED STEEL SC.SEE SHEET 8 2 - 43 PR0071 NB-20 LOCK BOX FORMED STEEL I _ RRT 4 50506 FLASHING-RS FORMED STEEL 30",SEE SHEET 9 2 1 44 SD24-P HASP-PADLOCK HANDLE PLATED I 1 tm 5 SD506P FIASHINGRS FORMED MR 30",SEE SHEET 9 - 1 45 M25•P HASP-PADLOCK COVER PLATED 2 1 ®6 SD507 FLASHING-R5 TYPE"S'GALV FORMED 36,SEE SHEET 9 2 46 SD49A-P HASP-PADLOCK PLATED I By 7 M524 FLASHING RS FORMED STEEL.54.SEE SHEET 9 1 2 1 - 47 SD49B-P STRIKE-PADLOCK PLATED 2 1 95 8 SDI34 FRMCORNER STANDARD GALV. 4 4 48 SD5D-P HASP-RS COVER PLATED 4 I 9 MIS SPACER-FRAME&FLASHING STEEL 8 5 49 SD663 ROD-THREADED CIL 3/8-16 X 6"STEEL 2 _ 10 SDIS9 BUP-1/4 X 7 X 4"STEEL 2 1 50 SD518-1 ROD-3/8-16 X IU' 2 _ 1I SD536 PLATE-REINF1/4°X3'X11"STEEL 2 51 SD519 SPRWGFIELPER7/16'SCCSTEEL I _ COVER 52 SD86-P HANDLE-GRIP PLATED 2 RB'r 12 SDSDIA CVR-RS S",34 118'X 41 3/8"STEEL.SEE SHEET 10 - 1 53 SDI 12 HANDLE-DIE CAST RS 7AMAK 2 2 1�7 13 SD511 E CVR-RS 3,35 318"X 58 I/8"STEEL SEE SHEET 10 1 54 SD31 LOCKSHAFf 5(16"SQ X 4 5/9'PLATED I t01T 14 SDW8 LNERCVR RS 33 9/37'X 40 9/16"STEEL,SEE SHEET 10 - 1 55 SD62 LOCKSHAFT 5/16"SQ X4 15/16 PLATED 1 ReT 15 SD512 UNERCVR NB 2PT LOCK STEEL SEE SHEET 10 1 56 SD26 PN-RS HANDLE LOCK STEEL 2 2 9516 S036 SPACER-COVER I-STEEL SEE SHEET 10 14 9 57 SD30 GASKET-COVER HASP I 1 9517 SD527 STIFFENER-COVER NB 2PT FORMED STEEL SEE SHEET 10 1 HARDWARE INSULATION&GASKET 58 S03-Y SCREW-TAPTITE 5/16.18 X 7/8'YELLOW CHRMT 39 20 18 SD 16-2 FIBERBOARD I"X 91/7 X 36 114" 2 59 SD3-1 Y SCREW TAPTTTE LOW 5/16-I8 X 7/8'YELLOW CHRMT 1 1 19 SD16.1 FIBERBOARD 1"X 9 112 X 37 2 2 60 SD27 Y SCREW-HHCS 5/16.18 X 518"YELLOW CHRMT 28 8 20 SD 163 FIBERBOARD 1"X 9 1/2X 54 114' 2 - 61 SD18•Y NUT-HEX LOCK 5/16-18 YELLOW CHRMT 28 8 21 S04026 GASKET EPDM 15 FT 11 FT 62 SD234 BOLT-HH STOP THREAD 3/8-16 X 13/8'YELOW CHRMT 4 2 * 22 SD2 FIBERGLASS COVER INSULATION 15 SQ FT 11 SQ FT 63 SD185-Y NUf-HEX LOCK 3/8-16 YELLOW CHRMT 4 2 HINGE 64 SD94-Y AVDE.-BOLT 2621-1004 YELLOW CHRMT 6 4 23 14-P HINGE-RS FRAME PLATED 3 2 65 SD95-Y AVDELCOLLAR HUCKBOLT YELLOW CHRMT 1 6 4 24 SDI3F HINGE-RS COVER PLATED 3 2 66 SDI96 NU ATED fa1EX 1/2-13 PL I _ 25 SD12-Y PIN-HINGE 3/8"X 3 1/7-368/374 DTA.,PLATED 3 2 67 SD29-A-Y WASTER-RAT.469 ID X.922 OD X.065 YELLOW CHRMT 5 5 26 ISD96A RIVET-HINGE PIN 1/8"DIAL STEEL 1 3 2 LABELS&MISC. LIFTING MECHANISM 68 SD3218 INSTALLATION INSTRUCTION-R/S BILCUP 1 1 27 SD7L-P BRACKET-LH SPRING HOUSING PLATED 4 2 69 SDI29C TAG-HOA ENGLISH&FRENCH 1 1 28 SD7R-P .BRACKET-RH SPRING HOUSING PLATED 4 2 70 Sp2l7l LABEL-OPERATION&MAINTENANCE 1 1 ` 29 504100-1 IUBESSMALL LIFT MECH.ASSM COMP. 4 2 71 SD2125 LABEL-PATENTMULTIPLE ENGLISH 1 1 30 SD4083-W BRACKESPRING SM W/PIN 4 2 72 T,gL504 LABEL-SERIAL NUMBER 1 I 31 SD35-E SPRING-100#ELECTROCOATED 4 - 73 SD13DC TAG-CAUTION ENGLISH&FRENCH 1 1 32 SD20LT-E SPRING-180#ELECTROCOATED LIGHT - 2 74 LBL26 LABEL-BI.CUP W/INSULATION NOTE 1 I HOLD OPEN&GUIDE ARMS * 75 !SD1030 RED OXIDE PRIMER AIR AIR 33 SD548L BRACKET-GUIDE ARM 14 114"&18 7/8"W/DETENT LH PLATED 1 1 * 76 JSDM 131f FIBERGLASS TAPE 15 FT 12 R 34 SD3420-P HOA-RS LH PLATED FOR ROLLER 14114" 1 1 * NOT SHOWN ON ASSEMBLY 35 SD4 HANDLE-GRIP RED VINYL G-2R7 1 1 36 SD686 BUSHING-ARM GUIDE NYLON I 1 NOTE:S-20&NB-20 STEEL VERSION SHOWN e 37 SD4820-P GUIDE-ARM RS 14 1/•P ASSM PLATED 1 - FOR S-20&N8-20 ALUMINUM VERSION, 38 SD I•P BRACKET-GUIDE ARM FORMED PLATED I - THE ITEM NUMBERS WITH ® INDICATOR 39 S0340/S WASHER-0FFSET.317 X 1.375 316SS I I SYMBOL INCREASE IN MATERIAL THICKNESS No :01 40 SD273/316 NUNIri INSERT 5116-18 31655 I 7 FROM.075°TO.D90" U ffi "^'� °^'� THE BILCO COMPANY ~°i" TR3AOYEALL BURRS&SHARP DRAwN CID IO1,SN9 P.O.Bmc 1203 New HOwin,GOeneclicut obso5 R.(IB JT� =ALL .12q 363 F-IE3�+33as7a 'Q� EN ��9'` DIESTEFANO www.bpco,COm e-rt�L hileo.roml — NI-Dlo �ljP,•'�. `"(F-..• E7YQINEFRfRp f?ROUP,Pl. xa �l•.DQ'iDS ORG.AUTHOR cm TOTE 4 ORO.—MR S/NB DOOR ASSY IM$WNWS&.4Sh.7,: ft") $.fM �.�.f... swam 3RtaANC�rRaECron T TATE Cm Rela4161oRa6ortNomaer 27m T nwc Ho RtY �S B SINE DOOR ASSY X3 '� .ORiDQ ��•.r �` SCALE 16 W ° .... AL enamaneas�.wone ,oNoTscAIBORawR4O EIGHT: SHEET20F 10 ••.,",...'.,..,"......"°..'.••.•• aL RHWama7roaua Rf9af B > Z _ B D I I j j 1 j C I C A I A I I I ----------------------- i35 — 1 (41319' I _Av! I j ' I j I I iY� I m I D B I sat/a°) e R I � I 70° ® I OVERALL 97, ==��l OVERALL I (7 11/37') I (711(37') 2'-6° —(4X21/4') 51/7' I 4!-e 4X 2 114") 6°o —FRAME OPENING 4X31/2° 3'-0" FRAME OPENING 4X31/2' T-6° LENGTH FRAME OPENING I LENGTH FRAME OPENING SECTION A-A SECTION B-B SECTION C-C SECTION D-D "S" DOOR OPEN POSITION i "NE DOOR OPEN POSITION UNLBSOTHEMUMCMD. "^��" a�,E THE BILCO COMPANY A4m w sBPCC� PAWN cm 1011W P.O.eox 12o3 New Haven.Connecfkut 06505 °p,'.de$j N ra eRnNCa 11 vsa 11 '� '�`� 'O9`'' DE STEFANO x.woc -Ato w bibo.c= a-mail:bilco®blico.com ;•Q' '\,� �'•`'•,• ENGLYEERlNG GROUP,PL .i)ots 4' '.• �•.0\ PltWt1C!'YSVL� o-mo oaG.AMOR Cm 1116 a RlYIaPWC a �R SjNB DOOR ASSY NG*657 rra -�lM 4W No ►� alncnoNS.a,nx 9R MP��d. +rN�ter G CL do- it MANGLEPROJB=N STATE OF OF = W w' MATRWL » - AN6N S/NB DOOR ASSY %'`�'� AZORIOP'`��v'= cmxemRO�annelmro�N .r rrsa� ep wRma smut B X3 ASS; .... , �� , OONOrscaLEORpwwG SCALE.1.7 WEIGHT• SHEET3OF10 `' '•• 8 23 1/4" I 47 1/4" U 05/16 I SX 0Sj16" /2' 13!8° I 44X114 VIEW ROTATED 180° 13/9' 2x 1" 2x 3 3/8" VIEW ROTATED 180* i 2X 3 3/8" 2X 41/7' NOTES:(R�PUNCHIEDBAEFOREASSEMBLY�E 3/16 4X NOTES:f 4 HOLES IN FRAME CORNERS WERE r PR�-PUNCHED BEFORE ASSEMBLY 4X I 2X�/3 r 3/16 i f 23/32'-1..— ---__._----_ 2X 4 27/32' 2X 7 s/32" r 6" 411/32•'621137 I I FRAME OPENING I4X 09/32" 6X 07116" 2X 09/37' I FRAME OPENING I 4'-6' (37") WIDTH 4X 477116" FRAME OPENING I 2X LENGTH 1 (�„} ° 1 3/16 2X 17 1!4° IT r-6° I FRAME OPENING OF BUP 4X 21m i LENGTH i i 2X 3" i 2X 20 1/4 2X 3 3/4° 2X 2 1/4" 4X191/2" (4X21/4") 4X31/r') 2X21/4") I 4X 09/37' 2X 1 5116° (4X31/7' -- -- I 61° 2X 171/4" (4X21/4° (4X31/2" I 37• ( 37 7/8" 16 7116" 13 318 2X 14 15/16" 2X 09/37' I ITI16 17116" 1311/16° -I I 2X229/32" 11 718" 4X Q�9/32° 3/16 1 21/16° • t I 2X 11" 2X429/37' I B I S FRAME NB FRAME SATE THE BILCO COMPANY ° ............ CORNERS A &S AAA DPAVM CID ,M3/W Pte°,'xO1v3a N �78COHIfB ut 0dms ••`P••A°vd7e+SttF:•.. It D NTO I6�ANC6 WWW.WNA.com einal blk'O®bIICO.com ,'Q`�1�I�,`it�G;��• �y'•' Q>iWGMFJ9VNG D ,S` O�RO~/�� PR0�17CfIIEY1ffiD 11.Nf .O1S ORG.AUTHOR CIO me ' 1•• �••�• I': FR qt iJ.rJ2 GRG.KR � S/NB DOOR ASSY ` No 61 - *s nor. aoRSft`e n>< "�.°"eae .arm A iOLERANCtYG PFR Q.A. *� ^ a w.. ! Dift MATFRNL MANGLE PROJECTION ��. ST = M'o % REV Ott;- CaCrtwbo/AUtlialaNOn Lqmbw 87983 �1 lAlvl�oY IwsH B S/NB DOOR ASSY X3 .... bGNGrscA EoRAwmG SCALE 1:7 WEIGHT: SHEEP 4 OF 10 s/�N�L� °° cn c�8r�nr�o va rs rga7Rawx mom 32 3/4 I I 56 11/16" II 16 3/8" -2811/37 _ 2X 6 15116" SX 1 118" i 8" I � 8X 1 118" SECTION E-E I I SEC TI N H-H G 8X 3/16 1 I 3/16 I H K H E E — --------------- I I ——------------------------------ I j I FLASHING I I 163/8° j 1 I 5X 1 i I 32 3/4'SX 11116" j 38 314" NOTE:DIMENSIONS I ARE MEASURED I --j--------- FROM THIS TYPICAL --- --------------- SURFACE 17:F I F I FLASHING�R I J K J I ° I SECTION K-K e G-1 SECTION G-G I 2811/32") O 163/8" ck 19" 4" I F HG I i FRONT VIEW i I i SECTION J-J SECTION F-F I FLASHING S FLASHING i COATI AI o—wy—IEWS i NB FLASHING THE BILCO COMPANY A BeHARP® DRAWN c,D ,m,sA» P.O.Box 12D3 Wew Haven.com,ecea,rs STF"•• D N,DeuNCa 1�«,I934 r�1zo)01%5n�a ytp�� QDDE STEFANO FRODUcerev�n 12031 D.com e-nWC biOcDCalbiko.com '•Q� ��\iCltt �j"'.., /-A1S Mr.AUMR CTD Tue i'�: • EMQ41f�UN0 QROUP,Pl. lOUi1ph10, ��,� ` xx /-IDe i ANGIS a/.p ORG.[cR Zu31 ' : Q o 48003savnOS&*48es"2 M- . oA S/NB DOOR ASSY - ems. > pa-a e� MnhRw. aRaavOteeRO.nznDN =."o; $T 00 ` w 44ie` °°m lWtd Su a No. �tj` C&MM OlAliftf dw Nwnbw 7/SB9 by MW B S/NB DOOR ASSY X3 �.cF1CR10P�r`�`..• ,,.......•NG /O�dAL •,.,.• `MAWA.assrfram,ne DDNOTSCALEDRAWW° QE:1-7 WEIGHT. SHEET5OF10 " ..„....• �e..xea�TxnmW®e�em T d d T 2 SPACES @ 17 1/4"O.C. I 3 SPACES @ 19 1/2"O.C. ( PARALLEL- TO HINGES 3/16 1 1/2 3X AT CENTER - i i OF EACH NON 3/16 1 1/2 V HINGE SIDE O U 3 OP =Od FRAME OPENING FRAME OPENING WIDTH ® WIDTH u3 4'-6" O 2�° I U FRAME OPENING h FRAME OPENING < LENGTH N LENGTH I tL i N N I I sX 07/16" I I 3(16 WELD DETAIL IOX 07/16" 4X FRAME$F SH SANCHORLAYOUT ANCHOR HOLES I ANCHOR HOLES I "S"MODEL SHOWN �____•_ NB ANCHOR LAYOUT__°_�__��___'____-__ 0 STANDARD CAP FLASHING BILCLIP® BEND DOWN TAB El 1"RIGID c INSULATION HD CAP SCREW ZINC PLATED 3/8!'x 2"GALV. W/3/4"WASHER SLEEVE ANCHOR LAG SCREW W( 8,LOCKNUT W/We FLAT WASHER 07116" 3/4"FLAT WAS HER LI 21/4- 2 x 6 PT--_ 1 3 1/2" 3"x 3"x Ile STEEL ANG STANDARD 12"CURB WOOD CURB STEEL CURB CONCRETE CURB ANCHORING OPTIONS THE BILCO COMPANY ................. RuoveA°ueu� DRAwN nD wnaw P.O.BW 123 New Haven,Comreeticut 06505 ,"•Q. de •. IM zat 93aa363 rm va�aa>e `� A" DMENSgN TO1ERANCES ;vww,bili:a.com a-rn�l:blltco®blba.DOln `;�L'�N• 9 �DE STEFANOI1CfYEV49eD TA« `.P:' �lF`••.yp=: am�EemGGRmw,PL eo.ohtw+d��loAi OpG AMOR 01p 7 Cole ORG.ECR , SJNB DOOR ASSY _` ° No ,S6osa wsOa.�S6,m p&-Jma s-fm '►, °" x>< r• ? So-oft ala3e Fmc"j ,.om tb ! ^TOtBiANGG71Gppp GA. cwt 3RD-ANGIEPRO ECTION E'�. A weaerte: rrs oom >� DNG.NO. REV C*dMnle o/AadMr&lWn NVn w ae8a B S/NB DOOR ASSY X3 '�?.t !�O.. ... DO NOT SCAUMAVMRG SCALD 1:7 WEIGHT: SHEET6OF 10 "• W-�marwaTrorreo�ooT - 33 3/4" 16 114"---- I (57 3/4" 5 1116' I NOTE:WHEN LOCATING SD36 I 1 29/32 0 1/2" COVER SPACER AND 28 718" EPDMGASKET WSWE 1611116" 811/32" 0/1/2" 8X 49/37 5/16" I FROM THISNTYPICALMEASURED I 1 27/32" r iSURFACE ON COVER. i r——— �—— --�----- 3 5/8" I i 3 5/8" 51/4" 3/16 11/2 51/4" I (41') I 30 5/32" 51/4" 375/8 51/IC I I 9x I COVER END VIEW I t3 t/a^ ®� tax 3/16 2 3/16 2 i o� ®o 16" 3/16 1 112 4 1/8" COYER 41/8" I I 41/8° 6X2114" 491/2' 2X 2 1/4° 1 1 3/4" I COVER SPACER LAYOUT 41/8 251/2" I (NON-HINGED SIDES) COVER SPACER LAYOUT I I M L I I j I I I I Ub 31/4° - (HINGE SIDE ONLY) I FROM INSIDE COVER i ° I ° ° I TO EGDE OF LINER • j �GASKET LINER i • I POSCfTO> SECTION M-M L.M COVE LINER GA KET SECTION L-L COVER LINER.GASKET ! I 8 L� KK MO 8,LOCK MOUNTING COVER I S COVER j COM—iWON VIEWS j NB COVER ""W# DATE THE BILCO COMPANY ° mow,16V 1 S m—m- DRAWN c. ID/75- PA.BOX I2W New HOVBn.ConnecNW 06505 •.°p,..de Sjt'^••. IL5DRA5a5HARP 9 �DE STEFANO (2o3193a 6a65 roc lzos)v5asa7e � yyat YYtt�� '. DMEN$pNrols+nNCa www.biko.com eamit Wk o.rnm '`�•\'tyCrY' ENGAMWGaRMP•PL PROWA7' i-DIS ORD.AUTHOR CID Tm ��l•• v ��•gyp'; zx y-.D3p + ° w11Y4601pwrli ADRaNOLi' rrlMlle FRACTIONS Nri(32 X31 S/NB DOOR ASSY 8 A rOLERANCNGPEfC o'". * s ; �, AabgmebNb Oi _ 9 3RD.ANGLEPROJECRON S ' Web57dt: .wr / 'NIAn£WL DWG.NO. CEeW REV E'O'. CatftdR DfA°Gwrhmdon NmnbW VM _ fR$H _ B S/NB DOOR ASSY X3 ��:•:�QR1�Q'��`',-` �' D°NOT WALE DRAwINC SCALE I:7 EIGHT: SHEET70F10 "'."'.••.,,,"�«•••,•"•'•.•• F+- rnnn=o6fW7 r e 11 15/16" MATERIAL [DIM"A I 31/2" c UNIT PART NO. MATERIAL DIM"A" 5&NB SD5D4A 14 GA.(.075')GALV STEEL 30" S-DOOR SD505A 14 GA.(.076')GALV STEEL 36" S&NB SD5D4A-AL 1 I GA.(.090)3003 H14 ALUM W. S-DOOR S_D505A-AL 11 GA.(.M)3003 H14 ALUM 36" NB-DOOR SD513 14 GA.1.075-)GALV STEEL 54" NB-DOOR SD513AL 11 GA.(.0W)3003 HI4 ALUM 54" FRAME NOTES: 1.MATERIAL MUST BE ABLE TO BEND 180"BACK UPON ITSELF WITHOUT FRACTURE AND FLATNESS CRITICAL DIAGONAL MEASUREMENT 6±1/32,CORNERS MUST BE 90'. LKM0D¢RWWSP�: """�'• DA'' THE BILCO COMPANY R Aa Ba SHARP DRAWN DAP ,/15,09 P.O.Box 1203 New Haven.Connea9cDf 06505 ,••�.do ST"".,,. NI-A, IWWi.bIICO.COm e-rt lmB�� b0e�o com ',Q�,�'�,��i R9 '�DMWWEMWG GROUP,O Pao0wrREvmm °° �tlye ,� y.. Icit !.Aa'91u ORG.ANHOR DMP TRLE •'`,,�: �••'�O,'s �P1Tmlw�9SfePWi a ORG.ECR seas S/NB DOOR ASSY �o 4eooseeanssDae�s%..�4R Pd:pe4la�nma > . rxACroNS.�-1� • s ammonFteerdas�ave Fain(oe+1R+>M.m�o AaeOaumNs NpAi .O CN G ERRC Q.A.A. a late@ A ro ERANC P E& 3MANGLE FR03ECTION $ + weba9e: errr aoID 'MATERIAL DWG.NO. REV > CetlSfeab e4Autltor&eBOn NUmbx 2M 'by _ B S/NB DOOR ASSY X3 z.�,c O.l0 .,,•'` DO NOT SCALE DRAWING SCALE:1:6 WEIGHT: SHEET8OF 10 /OA.(►t� '°waroiamRrePaNO,as FL R6G18TFAT(DN1 a4eeT 2 3/8" 1 15/16" 1 7/16" 3/8" T (DIM"A") I MATERIAL ------------------------------------ 2 112" 3" SX RI/16" 4114" LL. INSIDE RADIUS 45° - - - - — - 411/16" Ll R (DIM-1r) _ UNIT PART NO. MATERIAL DIM"A" DIM"B" 2 3/6' S-DOOR SD506P 14 GA.(.075")GALV STEEL 32 11/16" 34 7/16" S&NB SD506 14 GA.(.075')GALV STEEL 32 11/16" 34 7116" S&NB SD506ALPI 11 GA.(.090")3003 HI ALUM 32 11/16' 34 7116" S-DOOR SD506ALI 11 GA.(.090")3003 H14 ALUM 3211/16" 34 7116" c S-DOOR SD507 14 GA.(.075")GALV STEEL 38 11116" 40 7116' S-DOOR SD507AL 11 GA.(.090")3003 H14 ALUM 38 11116" 40 7116" NB-DOOR SD524P 14 GA.(.075")GALV STEEL 56 11116" 58 7/16" NB-DOOR SD524 14 GA.(.075')GALV STEEL 56 11/16!' 58 7116" NB-DOOR SD524PAL I1 GA.(.090'1 3003 H14 ALUM 56 11/16" 587/16' NB-DOOR I SD524AL I1 GA.(.090")3003 Hl4 ALUM 56 11/16" 1 58 7/16" FLASHING uNmo i� NAME'" am THE BILCO COMPANY RWOVETHFRwBESPECff® Dmvm DAIP Ia,51DD P.O.Box 1203 New Haven.Connec5cvt 06505 •••P.dB Sj° REVAVEALL BURR585NARP p�+�s p MlllS Iwv«biko�m a b� Wko.com P� ttArJY .1sF1j1'•;, �DESTEFANO +(-AIS oRa AURroR DeAP TRL� 'C�; �' c�••. HYR(NFFRfNO GROUP,PL PA+Jbticl' AeaeQa wistle ^ ��, ORG.ECR 1.666 S/NB DOOR ASSY No a3oos.ROrwssa na PA(R41}Plt 872/ A G.! ell:• • bWefWR3823t FexHRf'J)87•Q878 TOIfRANONG PER: S r BAffB: OORt MATERWI. 3RD-ANGLE PROJECTON S wa6atm: aom 0° .ND. REV ' Kj,,cr CeIW/eBb MAWror3atlon Nrw,BM 27783 �:.4, � B S/NB DOOR ASSY v �'•n/tO?ltstO ,>° ••' v/�/IYfw` P•, MARIIA�BTBRND,PB DONDTSCALEDRAwNO SCALE I:4 EIGHT: SHEEf90F 10 •"a•• PL.aB'Om7aAfl�Ye B/8R7 \ 1 6 3 9 DIM"B" D I - UA`D" —315/32"— 15/B" I 1/2"M 136" 011/37 5/8" + • • DIM"A" 1" 3 I DIM"C' SECTION N-N —MATERIAL E f NB ONLY .• I 3" MATERIAL " I UNIT PART NO. MATERIAL DIM-C- DIM"D" UNIT PART NO. MATERIAL DIM-A- DIM"B° S SD SpB 22 GA .0327 GALV STEEL 409/1B 339!32" R S SDSOIA 14 GA. .075°)GALV STEEL 41" 33 3/4" NB SD512 22 GA. .037 GALV STEEL 34 9/16° 57 9/37 NB SD511 E 14 GA.(.07 GALV STEEL 35° 57 3/4" S SD50SAL 18 GA.(.040"(3003 H 14 ALUM 40 9/16 33 9/3T S SDSOIA-AL 11 GA.(. 3003H14ALUM 41 333/4 NB SD594AL 18GA.(. 30MH14ALUM 349116° 1 579/32" NB .SD583A 11 GA. -3003 H14 ALUM 35" 57 3/4" COVER r _ _ LINER - - 56 1/4" -{ I P I r 1/2' I 11 a/ P ' 5/B" MATERIAL— T I--MATERIAL 6" 1 1/4 SECTION P-P 0t/4" SECTION Q-Q UNIT PART NO. I MATERIAL I UNIT I PARTNO. I MATERIAL NB I SD527N8 14 GA.(.07 GALV STEEL I S&NB I SD36 113 GA.(.OM GALV STEEL NB I SD527NB-AL III GA.(.090")3003 H14 ALUM I S&NB I SD36AL I 1 T GA.(.090-13003 H14 ALUM STIFFENER SPACER NAN&6 DATE THE BILCO COMPANY RarovE eU B DRAWN CID P.C.B=1203 New Haven.ConnecftW 06W5 e SrF ,, NrafERnr.ca I .0 ��"' ' '' " ° 9 ° �DE STEFANQ • , ENGrNiMWGORGUP,PL A�peuKAe wTO�Ye ORG.AUIIIOR CID 11RE ',�: PII�UCTYBY® xx y-A30 ei4 arias «/.r oRC.ccR zsal ` No 87$57 ' tmna.ocnasv..tsa.r: an:(ea)�*-rrte a aACtnrLt -Im S/NB DOOR ASSY _* * _ ,�, F—im)w-a a T� / o Do} ,y 304.PRp/ECIgN STA 0 / v7a43roR: ••• eom Ir9d MATRUAL DWG.NO. REV .A' Cm7BlaabMArmmHaXanNr®hs 47983 n, 9NISH _ B S/NB DOOR ASSY X3 0 1 ��.'. wRKADESTIRFANo.Pe DO NOY SCALE DRAwC1G SCALE:1:6 WEIGHT: HEET 10 OF 10 •' """'""..... '"„ m• FL RHfir87RA7IDM#0f097 1 A } 1 1 N � r � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eov/oera 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 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: JM Two Part Urethane Insulation Adhesive 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#07-0629.14 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No 12-0329.02 Muua�•om►oe COUNTY Expiration Date: 07/29/17 JAPPROVED L_ Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Cements,Adhesives and Coatings Type: Adhesives Sub-Type: Polyurethane SCOPE: This approves JM Two Part Urethane Insulation Adhesive by the Johns Manville Corporation,as described in this Notice of Acceptance.The use of this acceptance is limited to those roof assemblies were JM Two Part Urethane Insulation Adhesive is specifically listed as'an accepted component. PRODUCT DESCRIPTION: Spray Polyurethane Foam with the properties described below: Description Test Properties JM Two Part Urethane Insulation Adhesive Flame Spread Index ASTM E84 15 Smoke Develop Index ASTM E84 10 Self Ignition Temperature ASTM D1929-91 698°F Density @ 73°F ASTM D 1622 4.41 lb/fly Compressive Strength @ 10%deformation ASTM D 1621 5.6 psi. Tensile ASTM D 1623 9 psi. Water Absorption ASTM D 2842 16.1% MANUFACTURING LOCATION: 1. Rockford,MN. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Specification Date PRI Asphalt Technologies,Inc. ERS-004-02-01 ASTM D 1621 05/09/02 ASTM D 1622 ASTM D 1623 ASTM D 2842 ERS-005-02-01 ASTM D 1622 05/12/04 Underwriters Laboratories,Inc. UL 723 02NK7835 03/18/02 Factory Mutual System 3001472 4450/4470 04/14/99 3008869 4470 03/19/01 3014692 4470 08/05/03 3031350 4470 09/27/07 NOA No 12-0329.02 MIAP7FDADE COUNTY Expiration Date: 07/29/17 Approval Date: 07/05/12 Page 2 of 3 Y ' LIMITATIONS: 1. JM Two Part Urethane Insulation Adhesive shall have a quality control testing program by an approved independent listing agency having unannounced follow-up visits.Follow up test results shall be made available to Miami-Dade County Product Control Department upon request. 2. 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. INSTALLATION: JM Two Part Urethane Insulation Adhesive shall be installed in strict compliance with the roof assembly's assemblies Notice of Acceptance,and manufacturers published literature. LABELING: JM Two Part Urethane Insulation Adhesive shall be labeled in compliance with TAS 121 and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami-Dade County Product Control Seal as shown below. I APPROVED auaMtuaoe counrrr BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system.This Notice of Acceptance on its own cannot be used to obtain a building permit. END OF THIS ACCEPTANCE NOA No 12-0329.02 hwaiaoe Co}U{YrY Expiration Date: 07/29/17 Approval Date: 07/05/12 Page 3 of 3 MUMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERmnrnNG,ENVUtONMENT,AND REGULATORY 11805 SW 26 Suvd,Room 208 AFFAIRS(PERA) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2594 NOTICE OF ACCEPTANCE(NOA} www.miamid4d&L8Yj2 ra Johns Manville Corporation 717 17th Street Deaver,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 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:Johns Manville Modified Bitumen Roofing Systems Over Concrete Decks. LABELING:Each unit shall bear a permanent label with the manufacturees name or logo,city,state,and following statement:"Miami—Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami.-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 11-1102.05 and consists of pages 1 through 38. The submitted documentation was reviewed by Jorge L.Acebo. k NOA No: 12 420308 Es iration Date: 07/19/13 Approval Date: 07105/12 Page I or ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Materials: SBS Deck Tyne: Concrete Maximum Design Pressure: -536.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description DynaBase 54'-10"x 36" ASTM D 6163 An SBS modified bitumen coated,fiber glass -- _ _ _Type.I Grade S_reinforced base sheet. j DynaWeld Base 39'-318"x 32'-10" ASTM D 6163 An SBS modified bitumen coated,fiberglass Type I Grade S reinforced base sheet for heat welded applications. DynaWeld 180 S 39-3/8"x 32'-10" ASTM D 6164 e as omeric modified bitumen coated, 180 Base Type I Grade S gram,nonwoven polyester mat and bi- directional glass scrim reinforced,base sheet ded anuhcation� —�� DynaWeld Cap FR 39'-3/8"x 32'-10" ASTM D 6163 A fire resistant, cool roof (CR), SBS CR roll Type I Grade G modified bitumen membrane surfaced with weight: 120 lbs. les for heat weld applications. Dyna as FR CR 39- 8"x 32'-10-;roll ASTM D 6163 A fire resistant,cool'roof SBS modified weight: 101 lbs. Type I Grade G bitumen membrane surfaced with granules for application in hot asphalt. DynaGlas 39-3/8"x 32'-10" ASTM D 6163 An SBS modified bitumen membrane surfaced Type I Grade G with granules for application in hot asphalt. DynaWeld Cap FR 39'-3/8"x 32'-10" ASTM D 6163 A fire resistant SBS modified bitumen Type I Grade G membrane surfaced with granules for heat weld applications. DynaWeld Cap 180 39-3/8"x 32'-10" ASTM D 6164 A fire resistant, 180 gram polyester reinforced, FR Type I Grade G SBS modified bitumen sheet. DynaGlas 30 FR 39-3/8"x 32'-10" ASTM D 6163 A fire resistant SBS modified bitumen Type I Grade G membrane surfaced with granules for application in hot asphalt. DynaGlas FR 39-3/8"x 32'-10" ASTM D 6163 A fire resistant SBS modified bitumen Type I Grade G membrane surfaced with granules for application in hot asphalt. DynaKap 39-3/8"x 32'-10" ASTM D 6162 A fiberglass/polyester reinforced SBS Type I Grade G modified bitumen membrane surfaced with granules for application in hot asphalt. DynaKap FR 39-3/8"x 32'-10" ASTM D 6162 A fire resistant,fiberglass/polyester Type I Grade G reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. DynaLastic 180 39-3/8"x 32'-10" ASTM D 6164 A 180 gram polyester reinforced SBS Type I Grade G modified bitumen membrane surfaced with granules for application in hot asphalt. NOA No.: 12-0203.08 Expiration Date: 07/19/13 N"HISpE COUNTY Approval Date: 07/05/12 Page 2 of 38 Test Product Product Dimensions Specification Descrintion DynaLastic 180 FR 39-3/8"x 32'-10" ASTM D 6164 A 180 gram polyester mat reinforced, Type I Grade S granular-surfaced,modified bitumen cap sheet for use in fire-rated systems. DynaLastic 1805 37"x 36'-9" ASTM D 6164 A 180 gram polyester mat reinforced, Type I Grade S modified bitumen cap sheet for use in fire- rated systems. DynaPly 39-3/8"x 32'-10" ASTM D 6162 A polyester reinforced SBS modified bitumen Type II Grade S ply sheet for use in conventional and modified bitumen built-up roof systems. DynaLastic 250 39-3/8"x 32'-10" ASTM D 6164 A 250 gram polyester mat reinforced, Type II Grade G granular-surfaced,modified bitumen cap sheet. DynaLastic 250 FR 39-3/8"x 32'-10". ASTM D 6164 A 250 gram polyester mat reinforced, Type II Grade G granular-surfaced,modified bitumen cap sheet for use in fire-rated systems. DynaLastic 250 S 39-3/8"x 32'-10" ASTM D 6164 A 250 gram polyester reinforced,SBS Type II Grade S modified bitumen Base/Ply sheet for use as a base or ply sheet only. DynaMax 39-3/8"x 32'-10" ASTM D 6162 A fiberglass/polyester reinforced SBS Type III Grade modified bitumen membrane surfaced with G granules for application in hot asphalt or heat weld. DynaMax FR 39-3/8"x 32'-10" ASTM D 6162 A fire resistant,fiberglass/polyester Type III Grade reinforced SBS modified bitumen membrane G surfaced with granules for application in hot asphalt. DynaClad 39-3/8"x 33'-6" ASTM D 6298 An aluminum foil faced,glass reinforced,SBS modified membrane for application in hot asphalt. DynaBase XT 39-3/8"x 49'-2" ASTM D 6163 A heavyweight glass reinforced SBS Base/Ply Type I Grade S sheet. DynaGlas FR XT 39-3/8"x 32'-10" ASTM D 6163 A heavyweight glass reinforced granular Type I Grade S surfaced SBS Cap sheet. GlasKap 36"x 36' ASTM 3909 A mineral surfaced,asphalt coated,fiberglass cap sheet. GlasKap CR 36"x 36' ASTM 3909 A white mineral surfaced,white acrylic coated,fiberglass cap sheet. Ventsulation Felt 36"x 36' ASTM D 4897 Heavy duty fiber glass base sheet impregnated Type II and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. GlasBase Plus 36"x 108' ASTM D 4601 Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. GlasPly IV 36"x 200' ASTM D 2178 Type IV asphalt impregnated glass felt for use Type IV in conventional and modified bitumen built-up roofing. GlasPly Premier 36"x 180' ASTM D 2178 Type VI asphalt impregnated glass felt for use Type VI in conventional and modified bitumen built-up roofing. NOA No.: 12-0203.08 Expiration Date: 07/19/13 r�ahaw�oe co�wvnr Approval Date: 07/05/12 -!APPROVED Page 3 of 38 Test Product --Product--,y Dimes ions Specification Description PermaPly 28 36"x 108' ASTM D 4601 Type II asphalt impregnated and coated glass Type Il fiber base sheet for use in conventional and modified bitumen built-up roofing. FesCant Plus Cant various STM C 728 Factory re-a 'sate cants ps an taper Strips,and Taper edge,manufactured from expanded perlite Edge insulation. MBR Flashing N/A Proprietary A two component elastomeric,cold Cement Base and application adhesive,consisting of a modified Activator proprietary compound with an asphalt base. MBR Bonding N/A proprietary A two component urethane cold application Adhesive-- __ - - __ - adhesive. __ `JM Two Part N/A Proprietary A two-part urethane insulation adhesive Urethane Insulation dhesive --___— --- --- Bestile Industrial various ASTM D 4586, A trowel grade,cutback bitumen flashing Roof Cement type I grade cement mixture including inorganic fibers and mineral stabilizers. Flex-I-Drain various BOCA 76-61 Two piece flexible drain system composed of SBCCI 89204 a Noryl deck flange,a flexible neoprene UBC 3236 bellows and no hub connection. Available in various sizes and styles for most retro-fit applications. PC/PET RetroDrain various N/A Engineered resin copolymer fabricated drain for retrofit applications. USII RetroDrain various N/A One piece,aluminum fabricated drain for retrofit applications. Superpome various N/A Cast aluminum,heavy-duty drain for retrofit RetroDrain applications. FP-10 Vents 10"deck flange,base N/A One-way roof vent,designed for use in diameter of 4"and a various roof systems,for the release of height of 6" pressure created by gases or moisture vapor trapped within the roofing system. Expand-O-Guard various N/A Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non-reinforced,form-supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Expand-O-Flash various N/A Expansion joint covers manufactured from non-reinforced,form-supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Presto-Lok Fascia various TAS 114 A multi-piece fascia and flashing system for and Flashing System built-up and modified bitumen roofing systems manufactured from aluminum or steel. DynaTred& various N/A Preformed,skid-resistant boards. DynaTred Plus Roof Walkway NOA No.: 12-0203.08 MAMI•D ,4DECO� Expiration Date: 07/19/13 D I Approval Date: 07/05/12 Page 4 of 38 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer -— ith Current �ENRGY 3 Polyisocyanurate Insulation. Johns Manville Fesco Foam,DuraFoam o y- socyanurate Insulation with perlite Y-JaI`ins 1�Ianville facer Retro-Fit Board,DuraBoard A high-density perlite roof insulation. Johns Manville Fesco Board Rigid perlite roof insulation board. Johns Manville Invinsa�ooBoard.____T_� �__ High densiosocyanurb_. oard Johns Manville `s SECUROCK Gypsum-Fiber Roof Rigid,gypsum-based board stock USG Corp. Board APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. All Purpose Fastener Insulation fastener for Various Johns Manville concrete decks. 2. JM Structural Concrete Insulation fastener for Various Johns Manville Fastener concrete decks. 3. UltraFast Metal Plate Galvalume AZ55 steel plate 3"round Johns Manville 3"square 4. U1traFast Plastic Plate Polypropylene round plate 3"round Johns Manville 5. CD-10 Insulation fastener for Various OMG,Inc. concrete decks. 6. OMG Heavy Duty Insulation fastener Various OMG,Inc. Fastener(#14) 7. OMG ASAP Roofgrip Pre-assembled Insulation Various OMG,Inc. fastener and plate 8. OMG 3"Round Metal Galvalume AZ55 steel plate. 3"round OMG,Inc. Plate 9. OMG Plastic Plate Polypropylene plastic plate 3" round OMG,Inc. 10. High Load Fasteners and #15 fasteners and 20 gauge 2-3/8"round Johns Manville Plates metal plates NOA No.: 12-0203.08 Expiration Date: 07/19/13 MuvaaouweCOUnmr Approval Date: 07/05/12 Page 5 of 38 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. J.I.#3001482 FM Class 4470 08/11/98 J.I.#3001629 FM Class 4470 09/10/98 J.1.#OZ8A9.AM J.I.#3D4A4.AM FM Class 4470 09/28/98 J.I.#3000949 3007148 FM Class 4450 04/19/00 3006346 FM Class 4450 09/15/00 3001457 FM Class 4470 03/04/02 3009499 FM Class 4470 04/04/01 3011248 FM Class 4470 11/01/02 3014090 FM Class 4470 09/05/02 3012974 FM Class 4450 06/03/02 3020703 FM Class 4470 07/30/04 3037222 FM Class 4470 10/02/09 3026130 FM Class 4470 04/26/09 Dynatech Engineering,Inc. 4360.03.95-1 TAS 114 3/95 4360.03.95-2 4361.5.95-1 TAS 114 5/95 Underwriters Laboratories,Inc. R-10167(N) UL790 01/01/95 09CA25636 09/25/09 Exterior Research&Design, #4361-2.04.97-1 TAS 114 04/28/97 LLC #10390A-10.97-1 TAS 114 10/97 #10390A-12.97-1 12/97 #4251.08.96-1 TAS 114 01/20/99 10391.01.03 01/29/03 02843.02.05-10-R1 TAS 114 02/07/07 00257.03.05-1 ASTM D 6162/63/64 03/17/05 ASTM D6298 TrinityjERD 02843.02.07 TAS 114 02/07/07 J7670.06.08 ASTM D3909 06/16/08 J6990.12.07-R1 ASTM D6162/D6164 03/24/10 J17040.11.09-R1 ASTM D6164 03/11/10 J13700.05.10-1-R1 ASTM D5147/D6163 01/25/11 J13700.05.10-2 ASTM D5147/D6164 05111110 Independent Roof Testing& #99006.1.20.99 TAS 114 01/20/99 Consulting,Inc. #99007.1.20.99 #99008.1.20.99 TAS 114 03/99 #99009.1.20.99 #99016.1.20.99 IRT-ARCON Inc 02-026 TAS 114 07/26/02 02-011 02/06/02 PRI Construction Materials JMC-066-02-01 ASTM D6163 06/04/12 Technologies,LLC JMC-065-02-01 ASTM D6163 05/29/12 JMC-081-02-01.02 TAS 117B& 117C 06/11/12 NOA No.: 12-0203.08 Expiration Date: 07/19/13 Approval Date: 07/05/12 APPROVED Page 6 of 38 1 Membrane Type: SBS Deck Type 3I: Concrete Decks,Insulated Deck Description: 2500 psi struchual concrete or concrete plank System Type A(11): Insulation adhered to deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer(Optional) Insulation Fasteners Fastener ENRGY t (Table 3) Density/ftz Minimum 2"thick �ftQA) t f q%�p8/S1 NIA N/A Top Insulation Layer Insulation Fasteners Fastener SECUROCK Gypsum-Fiber Roof Board (Table 3) Densitylflz Minimum'/"thick N/A N/A Note: Insulation shall be adhered with Ol Bond 500 (S tShot) or JM Two Part Urethane Insulation Adhesive in 31P to 1"wide ta'ads at maximum spacing o 12"o.c.or with MER ffiin g Adhesive at an application rate of 1.5 gal./sq. Please refer to Roofmg Application Standard RAS 117 for insulation attachment Base Sheet: (Optional)One ply of PermaPly 28,DynaBase,DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.or with MBR Bonding Adhesive at an application rate of 1.5 galJsq. Ply Sheet: One or more plies of GlasBase Plus,PermaPly 28,GlasPly Premier,GlasPly IV, DynaLastic 180 S,DynaLastic 250 S,DynaBase,DynaBase XT or DynaPly adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.or with MBR Bonding Adhesive at an application rate of 1.5 galJsq.or DynaWeld Base, Membrane: One ply of DynaGlas FR CR,DynaKap,DynaKap FR,DynaMax,DynaMax FR. DynaGlas,DynaGlas FR,DynaGlas 30 FR,DynaGlas 30 FR XT,DynaLastic 180, DynaLastic 180 FR,DynaLastic 180 S,DynaLastic 250,DynaLastic 250FR or DynaPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.or with MBR Bonding Adhesive at an application rate of 1.5 galJsq.or one ply_DynaWeld Cap FR CR or DynaWeld Cap FR heat welded.. Or (Only with a modified Base or Ply sheet)G1asKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20110 lbsJsq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 601bsJsq.and 400 lbsJsq.,respectively. Maximum Design Pressure: -442.5 mf with OL4ond 500 or JM Two Part Urethane Insulation Adhesive(See General Limitation#9). -367.5 psf with MBR Bonding Adhesive(See General Limitation#9). NOA No.: 12-0203.08 SAM Expiration Date: 07/19/13 APPRNED Approval Date: 07/05/12 Page 19 of 38 ' 0 CONCRETE DECK SYSTEM LIMITATIONS: t. if mechanical attachment to the structural deck through the lightweight insulating concrete is proposed,a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117,calculations shall be signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant. GENERAL LIIVIITATIoNS: I. Fire classification is not part of this acceptance,refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fidt 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 ps£ 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 2751bf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building official, a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS I 1 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(Le.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended 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.: U-OM.08 Expiration Date: 0713 � Approval Date: 07/051/05/12 Page 38 of 38 T6 167-Roofing Systems Page 1 of 57 r� V ERTIFICATIONS DIRECTORY TGFU.R10167 Roofing Systems Pam aouom Roofing Systems See General Information for Roofing SVStems JOHNS MANVILLE R10167 71717TH ST DENVER,CO 80202 USA 1/2 In,thick(min)gypsum board or 1/4 In.thick(min)G-P Gypsum DensDeck®or 1/4 In.thick(min)United States Gypsum Co.SECUROCICTM GIs-Mat Rif Board(Type SGMRX)may be used in any existing noncombustible deck Classification.when this is done,the resultMg roofing system(s acceptable for use over combustible(15/32 in.min)roof decks.The points in the gypsum board or overiayment board are offset 6 in. with the joints in the deck.If polystyrene insulation is used in the existing noncombustible deck Classification,ftmust be placed beneath the gypsum board or DensDeck®. "DuraFoam"may be used in lieu of"Fesco-Foam"applicable Classifications. "Fesco HD"Is a suitable alternate to"Duraboard"in any applicable Classification. "RetroPius"is an acceptable altemath to"Retro-Fit"or"ENRGY 3"in any applicable Classification."RetroPlus"may be placed over"ENRGY 3"in any applicable Classification. Any of the following insulations may be used In lieu of"ENRGY 3"in any applicable Classification:"tapered ENRGY 3","ENRGY 3 25 psi","Tapered ENRGY 3 25 psi","ENRGY 3 AGF,'Tapered ENRGY 3 AGF","ENRGY 3 25 psi AGF",'Tapered ENRGY 3 25 psi AGF","ENRGY 3 CGF",'Tapered ENRGY 3 CGF","ENRGY 3 25 psi CGF",'Tapered ENRGY 3 25 psi CGS-'","ISO-3",'Tapered ISO-3","ENRGY 3 Foil Faced",'Tapered ENRGY 3 Foil Faced","AP Foil Faced Sheathing",'Tapered AP Foil Faced Sheathing","ValuTherm","Tapered ValuTherm","ValuTherm 25 psi",'Tapered ValuTherm 25 psi","ValuTherm AGF","Tapered ValuTherm AGF","ValuTherm 25 psi AGF","Tapered ValuTherm 25 psi AGF","ValuTherm CGF', "Tapered ValuTherm CGF","ValuTherm 25 psi CGF",'Tapered ValuTherm 25 psi CGF","DiamondBack®Pre-Cut Crickets","DlamondBeck®Pre-Cut Miters". "InvinsaFoam"or"Tapered InvinsaFoam"may be used in lieu of the combination of"Invinsa Roof Board"and"ENRGY 3"In any Classified system where"Invinsa Roof Board"Is directly over"ENRGY 3". "ENRGY 3 FR"Is a suitable alternate to"ENRGY 3"in any applicable Classification."Invinsa Roof Board FR"is a suitable alternate to"Invinsa Roof Board"in any applicable Classification. "Invinsa Roof Board"may be used over"ENRGY 3",or as an acceptable alternate to"ENRGY 3",in any of the following Classifications. "Urethane Insulation Adhesive"and"JM 2 Part Urethane Insulation Adhesive"may be used to adhere Insulation in any of the following Classifications. Base sheets and ply sheets may be adhered with hot asphalt(15-25 Ib/sq)or"BUR Adhesive",applied at 1 to 2 gal/sq.unless otherwise specified adhesive may be applied by brush,roller,notched squeegee or spray equipment. Vapor barters or ply sheets are optional beneath roof insulation on all systems. Unless otherwise Indicated,7/16 in.(min)thick non-veneer APA rated oriented strand board may be substituted for wood fiberboard in the following systems. Unless otherwise Indicated,wood fiberboard or"RetroPlus"may be substituted for polyisocyanurate insulation in any of the following non- combustible systems. Two plies of any Type G3 base sheet is an acceptable alternate to one ply of Type G2 ply sheet in any Classification. "GlasBase XT"is an acceptable alternate to"GlasBase"in all applicable Classifications. Base/pli►Sheet LlsEed: Acceptable Alternative DynaBase DynaBasePR+ mhtml:file://C:\Users\User\APPUata\Local\Microsoft\Windows\Temporary Internet Files\... 10/10/2012 TGFU.R1,0167-.Roofing Systems Page 14 of 57 "DuraBoard"over polystyrene or any UL Classified polyisocyanurate insulation,mechanically fastened or hot mopped. Sing:—Any UL Classified Class A gravel surfaced BUR system. 4.Deck:C-15/32 incline:1 Existing Roof System:—pass A,B or C,gravel or smooth surfaced,covered with: insulation:—Any thickness,one or more layers"Retro-Flt Board","Fesco"or"DuraBoard","Fesco-Foam","ENRGY 3",3/4 in."Fesco"or "D=Board"over polystyrene or any UL Classified polyisocyanurate insulation,mechanically fastened or hot mopped. Base Sheet:—Three or more plies Type G1 or"GlasPly IV"or"GlasPly Premier",hot mopped. Surfadng:—Gravel,crushed stone or slag. S.Deck:C-15/32 Incline. 1 ExbUng Roof System:—Class A,B or C,gravel or smooth surfaced,covered with: Insulation:—Any thickness,one or more layers"Retro-Fit Board","Fesco"or"DuraBoard","Fesco-Foam","ENRGY 30,3/4 in."Fesco"or "DuraBoard"over polystyrene or any UL Classified polyisocyanurate insulation,mechanically fastened or hot mopped. Base Sheet:—Two or more plies Type G1 or"GlasPly IV"or"GlasPly Premier",hot mopped. Surfadag:—Type G3"GlasKap",hot mopped. 6.Deck C-15/32 Incline: 1 Exi hg Roof System:—Class A,B or C,gravel or smooth surfaced,covered with: Insulation:—Any thickness,one or more layers"Retro-Fit Board","Fesco"or"DuraBoard","Fesw-Foam","ENRGY 3",3/4 in."Fesco"or "DuraBoard"over polystyrene or any UL Classified polyisocyanurate Insulation,mechanically fastened or hot mopped. Base Sheet:—Three or more plies Type G1 or"GlasPly IV"or"GlasPly Premier",hot mopped. Surfacing:—"TopGard B"at 2 to 3 gal/sq,or Karnak"Karnak No.220 Fibrated Asphalt Emulsion"at 3 gal/sq. SBS MODIFIED BITUMEN SYSTEMS Any Classification incorporating pilylsocyanurate insulation may Incorporate a layer of wood fiberboard(any thickness),"Retro-Fit°or"RetroPlus" on top or bottom of the insulation. Polystyrene insulation(any thickness),covered with 1/2 in.thick min perlite,Is an acceptable alternate to any insulation In any of the following noncombustible roof deck Classifications. "DynaLastic 180S"or"DynaWeld PR 3.0 P/P"may be used under"DynaGlas FR"in all applicable Classifications providing that a Type G2 base sheet Is utilized in addition to the"DynaLastic 180S"or"DynaWeld PR 3.0 P/P"products. "Dibfflex"is a suitable alternate to"Roof Defender SBS Cap Sheet:"in all applicable Classifications. "Nord Flex Duo Ply FR Cap Sheet"may be used in lieu of"DynaGlas FR"in all applicable Classifications. 'Roof Defender Mber Glass Cap Sheet'is a suitable alternate to"PermaPly 28"in all applicable Classifications. "DuraBoard"may be used in lieu of"Fesco"in all applicable Classifications. "DynaGlas 30"and"DynaWeld Cap FR"may be used in lieu of"DynaGlas 30 FR"in all Classifications."DynaGlas S"and"DynaLastic 250S"may be used in lieu of"DynaPly"In all applicable Classifications. "DynaGlas FR XT"is an acceptable alternate to"DynaGlas FR"In all applicable Classifications. Membrane Listed: Acceptable Alternative+ DynaGlas FR DynaGlas FR CR DynaWeld Cap FR DynaWeld Cap FR CR DynaLastic 180 FR DynaLastic 180 FR CR Dynal.astic 250 FR DynaLastic 250 FR CR DynaKap FR DynaKap FR CR DynaWeld Cap 180 FR DynaWeld Cap 180 FR CR DynaWeld Cap 250 FR DynaWeld Cap 250 FR CR DynaKap FR Heat Welded DynaKap FR Heat Welded CR DynaMax FR DynaMax FR CR mhtml:file://C:\Users\User\AppData\Local\Microsoft\Windows\Temporary Internet Files\... 10/10/2012 TGFU.RI9I67-)Roofing Systems Page 21 of 57 Class A,B or C T1.Dedu C-15/32 Incline:See Note 1 insulation(Optional):—Any Classified,any thickness. Barry Board:—1/2 or 5/8-In.thick United Stated Gypsum Co.SECUROCKTM Roof Board(Type FRX-G),mechanically fastened or fully adhered with all butt joints staggered a minimum of 6 in.from the plywood deck joint. Membrane:—Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under hoofing Systems (TGFU). 2.Deck:C-15/32 Incline:See Note 2 Base Sheep—One ply Type G2 mechanically attached. Insulation(Optional):—Any UL Classified,any thickness. Barrier Boards—1/4,3/8,1/2 or 5/8 in.thick United Stated Gypsum Co.SECUROCKTM Roof Board(Type FRX-G)mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in.from the plywood deck butt joints. Membrane:—Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU).When the Classified roof-covering system consists of single or multiple plies of base/ply sheets with a total minimum glass reinforcement weight of 1.0 Ibs per 100 ft2,the use of the Type G2 base sheet is optional. 3.Dedc C-15/32 Incline:See Note 2 Base Sheet:—One ply Type G2 mechanically attached. Barrier Board:—(See Note 3)-1/4,3/8,1/2 or 5/8 in.thick United Stated Gypsum Co.SECUROCKTM Roof Board(Type FRX-G) mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in.from the plywood deck butt joints. Insulation(Optional):—Fiberglass,polyisocyanuratae,perlite or wood fiber,any thickness. Membrane:—Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above,Classified under Roofing Systems(TGFU).When the Classified roof-covering system consists of single or multiple plies of base/ply sheets with a total minimum glass reinforcement weight of 1.0 lbs per 100 ft2,the use of the Type G2 base sheet Is optional. e 4.Dec*;C-15/32 Incline:See Note 2 Insulatlon:—Fiberglass,polyisocyanurate,peritte or wood fiber,(UL Classified,any thickness). Barrier Board:—1/4,3/8,1/2 or 5/8 in.thick United Stated Gypsum Co.SECUROCKTM Roof Board(Type FRX-G)mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in.from the plywood deck butt joints. Membrane:—Any Johns Manville modified bitumen system suitable for use with any roof insulation Classified under Roofing Systems (TGFU). 5.Deck.C-15/32 Incline:See Note 4 Barrier Board:—1/4,3/8, 1/2 or 5/8 in.thick United Stated Gypsum Co.SECUROCK'Roof Board(Type FRX-G)mechanically fastened or fully adhered with all barrier board butt joints staggered a minimum of 6 in.from the plywood deck butt joints. Insulation:—Fiberglass,polylsocyanurate,perlite or wood fiber,(UL Classified,any thickness). Membrane:—Any Johns Manville modified bitumen system suitable for use over the types of insulation specified above,Classified under Roofing Systems(rGFU). Note 1:Classification(A,B or C)and Incline limited to membrane manufacturer's insulated or non-insulated roofing systems(TGFU) Certifications but Incline is not to exceed 1-in. Note 2:Classification(A,B or C)and incline limited to membrane manufacturer's insulated or non-insulated roofing systems(TGFU) Certifications but Incline Is not to exceed 3-in. Note 3:The use of a Type G2 base sheet and United Stated Gypsum Co.SECUROCKTM Roof Board(Type FRX-G)as a barrier board directly over the combustible deck permits the use of any Classified Roofing System(TGFU)which otherwise is limited to use over noncombustible deck.When used,the Insulation must consist of one of the types specified. Note 4:Classification(A,B or C)and Incline limited to membrane manufacturer's insulated roofing systems(TGFU)Certifications but Incline Is not to exceed 3-in. SBS MODIFIED BITUMEN COLD APPLIED SYSTEMS Class A Membranes are fully adhered with"MBR Cold Application Adhesive"applied at 1-2 gal/sq. I 1.Deck.NC Incline:3 Insulation(Optional):—One or more layers,any thickness,"Fesco"or"DuraBoard","Fesco-Foam","Fiber Glass Roof Insulation","ISO 3","ENRGY 3"or any UL Classified polylsocyanurate roof insulation,in combination(optional)with 1/2 in."Retro-Fit"cover board,first mhtml:file://C:\Users\User\AppData\Local\Microsoft\Windows\Temporary Internet Files\... 10/10/2012 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-180231 Permit Number: RF-10-12-1960 Scheduled Inspection Date: May 23,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: , BARRY UNIVERSITY Work Classification: Tile/Flat Job Address:11300 NE 2 Avenue Wiegand&Annex Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-09 Project BARRY UNIVERSITY Contractor: INFINITY ROOFING AND SHEET METAL INC Phone: (954)917-7107 Building Department Comments ROOF WORK NEW MODIFIED ROOF SYSTEM WITH Infractio Passed Comments TILE MANSARD INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 23,2013 For Inspections please call: (305)762-4949 Page 9 of 29 A . Tomassi Roof Testing, Inc. 5451 NW 24th Street, Suite # 3 Margate, Florida 33063 TAS— 106 Tel. 954—979—1180 Fax.954—979—1182 Roof Tile Static Uplift Test Report Test Date: May 21s, 2013 Project: Barry Univ., Chemical Stock Room, 11300 NE 2nd Avenue Miami Shores,Fl. Contractor: Infinity Roofing & Sheet Metal, Inc. Permit#: RF-10-12-1960 Roof Pitch: 5:12 approx. Tile Installation Date: May 14th, 2013 Attachment Method: Pol foam Tile Type: Boral Saxony Flat All testing is in strict accordance with the Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using a Imada Force Gauge to a minimum of 35 lbs. TESTS Y: Roof Area Total # of Tests # of Tests Passed % Passed Field 15 15 100% Corner 12 12 100% Perimeter 22 22 100% Hl (Approx 24 Total) 4 4 100% Ridge (None) NA NA NA TEST RESULTS: PASSED See Attached Sketch For Further Details. Report Reviewed by: Dominick Scarfo, AR 10248 -0317.03 'n A # 03 Dade County Certified Testing Agency y # 12-0710.03 Revises: Testing * Design Specifications * Management * Litigation * Quality Assurance a T= Tested Tile and Passed R =Ridge Cap Tile Tested and Passed H = Hip Cap Tile Tested and Passed F=Any Tested Tile That Failed, 8' T T T- 91 r o r 8' T 10, T7 T T 1 r T T c T, Flat Roof 29' r T 44' � ° T = 12' T i i r T T 12' r r ,- T Y Project: T T' +'r T 58' Barry University _0- N Chemical Stock Room 11300 NE 2"d Avenue � TAS-106 Test Locations Miami Shores, Florida All Dimensions are Approximate r r Certificate of Calibration # KELC-203714 , Kimball Electronic Laboratory, Inc. INIMI Precision Measurement Equipment Specialists Purchase Order# KIMBALL ELECTRONIC LABORATORY, INC ' A. TOMASSI ROOF TESTING, INC. 8481 W 21 LANE 5451 NW 24 STREET *RAL,EAH, FL.33016 #3 MARGATE FL 33063 Description: DIGITAL FORCE GAUGE Manufacturer. IMADA . • Cal Date: 05-Apr-13 Model Number. DPSH-440 Cal. Due Date: 05-Jul-13 Part Number. DPSH-440 Cal. Interval: 3 MONTHS Range: 0-440 LBS Received: IN TOLERANCE Serial Number. 199171 Calibration Result PASS Customer 1.D.: N/A Environmental Conditions: 78 DEG F / 40 %RH Performed By: HAROLD Cust. Barc:ode: N/A ELIZONDO Cust Dept: N/A Procedure: SYN156 Specifications: +/-.2 LBS Cal Location: ON-SITE 7ft Is to that the 8bM listed Instrument meets or exceeds all spe0fip6ons as stated in the referenced procedure at the points tested(unless otherwise noted).It has wed using tads traceable to the National Institute of Standards and Technology(NIST),or to NISI accepted intrinsic standards of or j?the rip tape ,This ceGbretion is in acoordarroe with IGmball Electronic Yt f t9re T with NgISTD 4588?A and ANSdNCSL 2540.3-2008.TUR when,lap Qtarrl+Assurarrce Manuel.I to 4:1�wdh aqwWad Ratio,with a y qs%,unl are greater than or My nsmtb�Of facthrs facts�K=2 at a lave!of eppro7dmeteiy 85%,unless othervvlee rroted. may the ce�retion item to drift out r bratiorr bye the recommended interval has expired. THIS UNIT WAS FOUND TO BE 'INTOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL.NO ADJUSTMENTS REQUIRED n Coates I•D. Mantiftellwer Model/PN Description Serial Number Last Cal. Cal.Due Dab KIM001 446 AKO TSD 125-5 DEAD WEIGHT SYSTEM 827 14-Sep-12 30-Sep-13 KIMWI 447 AKO TSD 2052-88 DEAD WEIGHT SYSTEM 624 11-Sep-12 30-Sep-13 z ZN- by: Quality Assurance: HAROLD JAVIER ELIZONDO 05-Apr-13 7:17:36 AM BALCEIRO 06-Apr-13 7:17:50 AM Th's MPort"My not be raProduced,eltcapt in fug,uniessoubtissilon for the pin of an approved abstract is obtained in wrft ft from KEU Labs.,Inc. Kimball Electronic L2llry, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel:305-822-5792 - Toll Free: 800-393-1094 - Fax 305-362-3125 - Web:www.kelilabs.com