Loading...
HomeMy WebLinkAboutProduct ApprovalWHOLE HOUSE ENGINEERING FEB 1 121920 ST, Luch Whole House Engineering LLC 4451 St. Lucie Blvd., Suite 201 Fort Pierce, FL 34946 (772) 409-1003 office (772) 409-1015 fax Florida Product Approvals Project Parcel ,ID: 2422-502-0047-000-4 Customer Name Habitat For Humanity Site Name Parcel ID: 2422-502-0047-000-4 Site Address Parcel ID: 2422-502-0047-000-4 Hialeah Ave Fort Pierce, FL 34982 File COPY Table of Contents Table of Contents LawsonSingle Hung Windows..................................................................................................3 Thermo Tru = Entry Doors .................................. :...................................................................... 11 HaasGarage Door.................................................................................................................22 Tamko Heritage Asphalt Shingles.......................................:..................................................25 Lomanco 135 Series Louvered Roof Vents ..... :...................................................................... 36 GAFUnderlayment.................................................................................................................40 MIAMI•DADE MIAMI-DADE COUNTY o a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidnde.eov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Soros, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection, device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, 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 revises NOA No. 16-1003.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by'Sifang Zhao, P.E. MIAMI•DADE CAUtiTY 1571z • NOA No.17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 094706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window"; sheets 1 through 5 of 5, dated 05/27/09 with revision D dated I1/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Solos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 09-Z530A and HETI 09-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under tVOA No. 09-0706.09) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading -per FBC TAS 202-94 2) Large Missie Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HM-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A &.B, FIETI-08-2064A.& A dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading -per FBC TAS 202-94 3) VJaterBesistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) C. CALCULATIONS 1. Anchor verification calculations. and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., date305/28/09, revised on 01/18/10, signed.and sealed by ThomasJ. Sotos, P.E. (Submitted un der NOA No. 11-0 705.09) Z. Glazing complies with ASTM E1300-09 Wang Zhao, P.E. Product Control Examiner NOA No.17-1212.21 Expiration Date: December27, 2021 Approval.Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61 Edition (2017), and of no financial interest, dated November 17, 2017, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETT-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, RETI-08-2062A & B, BETI-08-2063A & B, HE1148-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17} _. 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27121. Sifang Zhao, P.E. Product Control Examiner NOA No.17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 General Notes: 48x 78' EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LIFE AND ➢ALIDA SEAR (UNITED TO LOADS ON SHEET 4 OF 6 (IN111D TO NAIADS ON SHEET 4 OF 6) ) (LOOTER TO LOADS ON SHEEP d OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE NEQUIXpINNTS OF THE FLORIDA BUILDING CODE (2014-6t Edition & 2017-6% Edition) INCLUDING RICH VELOCITY HURRICANE ZONE VELOCITY (HVNZ) AND ASTM 13DO-09. THIS PRODUCT IN IMPACT RESETIANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUMS SHALL BE INSTALLED AND ANCHORED SO THAT THE HUIDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMEMS OF THE P.H.C. & TO BE REVIEWED ITT BUILDING OFPICW 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MACURAI SPACINGS ON CENTER (D.C.) AND AS TABULATED ONMEET 4. 4.) ANCHOR CONDIDONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LABRIATED GLASS TYPES TABULATED HEREIN (SEE SHEET AS). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREDN-(SEE SHEET A3). G.) SEE SREET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 0J EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SHICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SID.T #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPUJD4CE WITH THE FHC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MLAI-➢ADE COUNTY APPROVED WINDOWS USING A IU ML-DARE COUNTY APPROVED WOODS IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET @ 3 MR MINAON/lIETAL ATTACHMENT DErA & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIL4 TO BE PAINTED OR PIATED AND SHALL MERT THE FLORIDA BOG. CODE. EQUAL LIFE ELEVATION (UNITED TO (DADS ON SHEET 4 OF 6) P90DUCTNRFRTD —PIYD SEC nW U¢Flanda Am ',Nl T- Z .aL 1 By Dade POMOCaved e nm n Nab C_ O � w�0 2E =�v OOZ NnSL I W 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) I 11W Hn EA ERIOR GRABE— PERIMETER CAULKII EXTERIOR G ALL WOOD BUCKS ENGINEERED SEPARATELY — & TO BE REVIEVED BY BLD& OFFICIAL (TYP.) f-P.T WOOD BUM NOT BY �wscm MD. MUST SUSTAIN IMPOSED LOADS iM * - -* Nt d. SILICONE ADHESIVE 5 C'�� UND OLDC�� —D _S ATED INTERIOR J.MNG RAILS B A.. 0 #:4 1� W/ 1 114' MIN EMMEIDE T OHM WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX FASTENER SPACING) EXT. GRADE/ I S.M.S. W/ t 1/4' EMBEDMENT INTO WOOD, ELEVATION AT SHEET it MAX. FASTENER SPACING) EXT. GRACE CA v M ATED GLASS am BUMS r24 -SIVE ]UN)) 114' TAPCUN W/ 1 U4. INTERIOR MIN. EMMMENT MID CUM (SEE ELEVATION AT SHEET it FIN MF% FASTENER SPACING) _ - - - - - - - - - - - - - - - 12 1 777. r oa T71 1/81 min EDGE DISTANCE Ai EXTERIOR EXTERIOR GRADE PERIMETER CAULKMG WINDOW INSTALIATION ROM I. THE WINDOW FRANC FLANGE TO BE BACK-BEIDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CYP.) A; a THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) N t D4 6 • WREN THE G" BBTIfEEN THE WINDOW TRAYE AND ITTE BUCK OR I[XBORRY IS MSS THAN 1/8', SHOTS ARE NOT REQUIRED. ANCHORS NOTE, ANCHORS TO BC #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCGNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC.(REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) s nn "RODUCTRID'Asso U. 0 B 4 'SN®6 @TIWS'� mJ CWIPIG BSi SX£E-x6tflYw➢ 5191 iR1® SI£LIM1. N 2 a6m• 6AZMG nC,iN GI.ESS I. un. Pw by E..tnen Ex.Ncel IMINATED GLASS COMPOSTTON ME 3 ITEM LLLSUES H nBR�0a1t L11011TE n®CB.. va GRn GUTS E 063Y 0.0.Si61ME0.RYEY1 SEXiRY(iAS 6Y 3 9 M'XE/3EL QAR Y�VY WhUu'. LAMINATED GLASS COMPOSITION -TYPE 4 IT01j n D6f8OL'SC IJYMIS v89C®n01 I 2 v6• nIpEzzN i Rom, MSrlt mIFAAYW tl�1fID. PVa py KV^^ Y Awrre. lrc S 1/Y AMMSMEB ESL SS PVB ey arrlrn II • 3 _ _ wV Waars S'A 24 iRENW SLIRW 2 66m ¢ATPAc vwm INSULATED LAMINATED GLASS COMPOSITION TYPE 6 R61I OYSS-SSffi110fl a$d14 yAG•US nL9<RIDIfON I VS• IEAf-SIXOIOrtDE➢ SUSS _ __ 1 L 409J' PlASi1C IMFGLRIEA .i iPOSnA Pu0 3 . .-SiIA]I4111E1En 6— = _ Kur'aYUY Axri[c. I2 1 LI' M,!mA D AW SAl£ S vR•... Goss SKI£Y pVB q Eaztnu OenW GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES '6 & 7" INSTALLED ABOVE IN THE HVHZ. THE I.G. IN THE EXTERIOR LTTE SHALL B TO COMPLY WITH THE SMALL MISSILE I ACT RESISTANT REQUIREMENTS (FBC-2017, Chapter 24 Sectlon 2411.3.: p11 SKS. V/ 1 1/4' - - - MINE EMBEDMENT EMBEDMENT INTO WIGA (SEE ELEVPi➢N pT SHEET Ol 26 FOR MAX F/STENCR SPACING)MAIM — INTERIOR 6 6 p 0r aY IAVSW ENASIAGS, II pb q sw¢MAm.ISGOII�I En. pRVE aRu( a5 LJS7Ll 21 a M. rF, �hL�E fir m q zo 2Y 2Y dSrpLLER (IMP) 5 teIONS r' P LOCK (LATCH AND SWEEP) OPTm a i s By a P, x o t 1/ xx _ _ 1. BOTH EXTRUDED ALUMDiUN AND PLASTIC LIFT HANDLEGO°i LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS.- � P a 2 Z o 2. FO USE CAST AND WNYLONINDOWS. CAM LACKS ARE QUALIFIED �G q FOR USE LOCKS ALL WINDOWS. w EXTERIOR 3. TWO (2) LACKS ARE REQUIRED PER EACH PENT. e � �I U �e GMNNPERp , a GLLMf NETBl1AVS- 111\��iii••• •.l Cl ,tA� TO BE Rs ® x m w W S'IIItY'L OVER METAL LATH WILED TO o ED ExrExluL 6RA� RLrvmv vcprxnc I)� Io NE 9SSIF® SY M. Rt GC I y (n 61tiEwBYmxERSI uV.SON dt fII1L5N ii tpyi M 1Of ar INBUT RUES. MC WOOD FRAME INCPATTATION DET HKA c 5 KA u I2 ALUMINUM IMLmN Z I G f SEE NUWON MPftOVALS FOR 0 IS %3/4' SOS SEE MUWON MPROVptS FOR WWON ttPE 513E Nu0 VAK FLpT IEAAO, PXILLIPS. WWON _ 92E .WO MAfL DESIGN PRESSURE LMRAWNS. (SEE ELEVATION AM DESGN PRESSURE UN RApe (ALLVI OOJB• Y;N. NICK) DP ipffiES FOR OU�MITY INTERIOR NOTE ME IDYhR PRESSURES OF SINGLE � THEAM FASTENER SPpCINFil HUNG WNCOW OR MULL SMALL GDVEAN NOTE: NN LOWER MULL S OF SINGLE r I I�—l/SHIM HuxC WIxCOW OR uVLL SHLLL GOVERN � I SHIN f INTERIOR I �t t2 S.Da x t �v L, r p^ I iI EE EL£V. FOR'SP CJNC NOTE: E E y8 E x 1. ALL STEEL IN CONTACT R ALUIP �T 3 1$ $ NO& TO BE P/MIED OR PUTFO, g =—+ _ R• STEEL :U Fy - 36 K51 YIN. R Eta 4g [[[2333 Z Q (STEEL 10 B& MIN. MILK - 0.0187 A $ v g i EXTERIOR pCRIMEfEN W1NWW FRWE B) ALUMINUM : 6063-TS YIN. p1 m o g •li SFALwI EXTERIOR EI t M. D.me' MUL THICK) TW GCA➢E i7 EIER CAULKING FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAILdaueelAUFyL PRODUCIREVGED m DuAdil ioS Witt Gk Ftlxida vg Code Ap-VPMN�Nv I t 2f Elq�tim One I DY Adisc' DRde RDmEACvntrd DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/3H VENTS WINDOW H Jamb Anchors + / - Pressures (psi) Glass Type 4 Glass Type 6 Glass Type 6 WIDTH HEIGHT 19.125 50.625 6 60.0 80.0 - 80.0 26.5 50.626 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 60.0 80.0 80.0 46 50.625 60.0 80.0 80.0 53.125 1 50.625 60.0 80.0 Bodo 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 Bodo 80.0 48 59 60.0 80.0 80.0 53.125 59 50.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 6 60.0 8D.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 B0.0 42 74.25 Bodo _ 80.0. Bodo 19.125 78 6 60.0 80.0 O Bo. 26.5 78 60.0 80.0 Bodo 37 78 60.0 80.0 80.0. 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/4H VENTS WINDOW 9 Jamb Anchors +/-Prossures(psn GlassType 4 GlassType 5 Glass Type 6 WIDTH IMEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 Mo 80.0 80-0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63- 6 60.0 80.0 80-0 26.5 63 60.0 80.0 1 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80-0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 Bodo 80.0 26.5 78 60.0 80.0 Bodo 37 78 60-0 80.0 80.0 42 78 59.0 1 79.0 79.0 1 40 A APPROVED DES/GNLOAD CAPACITY (PSFJ -EQUAL LITE WRYDOWS WINDOW g Jamb Anchors +/-FYesuras(PS) Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 5 Glass Type 6 GlassType 7 WIDTH I HBGHT 19.125 26 4 80.0 W.0 60.0 80.0 80.0 80.0 26.5 26 Ba.O SOO 60.0 80.0 80.0 80.0 37 26 80.0 60.0 60.0 800 60.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 80.0 53.125 28 80.0 80.0 60.0 80.0 Bodo 80.0 19.125 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 '97 38.375 80.0 80.0 60.0 80.0 860 80.0 36.375 80.0 80.0 50.0 60.0 80.0 80.0 42 38.375 60.0 80.0 60.0 80.0 BOA 80.0 48 38.375 00.0 60.0 SOO 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 MCI 80.0 19.125 50.625 6 80.0 80.0 60.0 80.0 Ba.O 80.0 26.5 50.625 80.0 80.0 60.0 80.0 Ba.O - 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 Bodo - 60.0 80.0 Wo 80.0 53.125 50.625 80.0 Ba.O 60.0 60.0 Bodo 80.0 19.125 59 6 80.0 80.0 60.0 80.0 MO 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 Bodo 00.0 42 59 80.0 80.0 60.0 Ba.0 80.0 80.0 48 59 80.0 -80.0 - - - 80.0 53.125 59-1 F Bodo 80.0 - - - 80.0 19.125 63 6 80.0 800 60.0 80.0 80.0 Bodo 2b.5 63 Bodo 80.0 60.0 Bodo 80.0 BOA 37 63 800 80.0 Bodo 80.0 60.0 80.0 42 63 80A '80.0 60.0 80.0 80.0 80.0 48 fi3 60.0 80.0 80.0 53.125 63 80.0 80.0 W.0 19.125 74.25 6 80.0 Bodo W.0 80.0 80.0 800 26.5 74.25 60.0 80.0 60.0 80.0 80.0 80.0 37 74.25 60.0 89.0 - 80.0 42 74.25 no 80.0 80.0 48 74.25 Bodo Bodo 80.0 53.125 74.25 74.0 77.0 80.0 19A25 78 8 00.0 80.0 Bodo 80.0 80.0 80.0 26.5 78 Bodo 8a.0 60.0 80.0 80.0 80.0 37 78 80.0 Ba.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 71.0 4% ��f\\ iIIP/ iIIY/ iIIZ/ �uUR66V156D BidICe6�d-viNBc Flmite Aae2enm No li-IiD.•'N 8a4orae- o���iT'Tl Br Mia4i Da4epap�Ggya o q u u ry m� z rg y 'mpn o :,1 F w q z mia. � cu j U p V q z 1 o y 4 4 H H Z d W N z o q N j n w �z E4 0 ' HILL OF MATERIALS ITEM q PART 9 HERB. DESCRIPTION REMAREB 1 L-0BOl I FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-]B02 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-0H03 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-]]D4 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-]7D5 1 VENT MEETING (TOP) RAIL 6D63-T6 ALUMINUM 6 L-]]06 1 VENT BOTTOM (LATCH) RPI 6D63-T6 ALUMINUM ] L-770] 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-]]OH AS RE➢'Il GLAZING DEAD (3/e') 6063-T5 ALUMINUM 9 FS-006 AS REO'A FRAME ASSEMBLY SCREWS ✓18 X' 3/4' P.H. PHILLIP l0 FS-040 AS REOD. INSTALLATION SCREWS q19 % t 1/4' F.H./PML. Il L-7531 AS RE➢'D. BULB VINYL WTS'P t/4' DIA. BULB p3033 12. PWS-003 AS REO'A FIN SEAL WEATHERSTRIP .IH]'z.230• 13 PWS-005 AS RED'➢. FIN SEAL VEATHERSTRIP .1H7•z.3H0• 14 PWS-009 AS RE0'D. FIN SEAL VEATHERSTRIP .IH]'z.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAR 1/4' X 1 i/2• 16 L-7]I1 AS RED'➢. GLAZING HEAD/ INSULATED 6D63-TS ALUMINUM 1] L-4204 AS RED'➢. GLAZING BEAD -RADIUS 6063-T5 ALUMINUM ]H L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) t9 L-A25 2 RIGID VINYL SASH ST➢P� (2 %FRAME) 2D L-0R7 2 BLOCK 6 TACKLE BALANCE BSI Bnlance Systems 2l L-]539 2 VENT LIFT LATCH- 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 z AS RED'D. GLAZING SILICONE SEE GLAZING @.SHT. 3 24 z 2 Lanlnatetl Glnss SEE GLAZING DETAILS 25 HC-05]-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-05H-1 2 VENT SWEEP LATCH MGL➢EO NYLON 27 • 2 FRAME SILL FOAM GASKET SELF ADHESIVE 2H HC-026-1 1 SCREEN FRAME 6 MESH 29 L-]]30 1 PRODUCT LABEL 30 : � • a 3l SM-H504 AS RE0'D. JOINT SEALANT SM-5504 32 M AS RE0'D. PERIMETER ACRYLIC CAULK DST POLYSEAMSEAL FRAME HEAD FIXED MEETING RAIL L-7701 L-W04 .I O h I(: O O Los j FRAME TOP f.ORNER a j A e c F' SW IW2 n-T2265 a b V S 0. w .H44 I.OJe LkRAIL 3 < a n I z i� v e W ra.J S o z o z 1 va¢-m .wim+oK) (.a" ) MUCH R y FRAME HILL FRAME JAMB a z L-TT02 L-7703 (_F, D,�,yz) - ` 2 n O(aoea-:s uvYpvY) O �LP50—{� y q to r, YYY444 o i L141 V F yygGl 243] ® 3 2W3 Z EI �N o z 1 II W W C q j$§ M2J ��A50 .5(O M2 c O k r � �z.J23 a oit VENT INTERLOCK RAH, VENT BOTTOM RAIL O W L-7705 L-7706 VENT JAMB RAIL' fB2@E_:ILL 2 O( eom-m ummmu) (ease-m uu�w) L-7707 © O 1 eoea�ce wremvu) ERAMF 80TTOM CORNER o m n yy oa^ C R C�'p O§' 1`;- osz z¢o VENT TOP CORNER ' - o xau au u65 g �a a x 8 9 U—Ij P VWf .!YP 0.YI y rc� 3� rc z z a —IaJS� L2>5 R 3 Di tin` > Y �. ppp YSUf Tfi _ VENT SPRING LATCH GLAZING BEAD L-7711 BEAD GLAZING BEAD L-7539 L-770B L-7711 L-4204 au (eoea-m DL10NY 1 (ema-rs urnmeou) (�-a'��� \a' �. w ••••• O C u'.. (V ®WUCTNEVi 1E CL�'>l rry �pv�Y Sa oso flat, �e wvA Lx T':aride- .me BulMivg Coae 1013 L 331 �� ® A¢eP LLJJ L4J+r Wn �� �� '�s YENT BOTTOM CORNER v v.n BE n---G�1 °^ :l z .'(p3 173 ,JJ3— M®iDaae 9u('mVal FRAME & SASH CORNER DETAILS a a THERMAITRU® DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INS WING/OUTS WING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compfancewith the 61h Edition (20171 Haida BWrRng Code IFBC) structural mquuemenh excluding the lfgh Velocity Humcane Zane (HVHZ(. 2. Product anchors shag be as listed and spaced as shown on detois. Anchor embedment to base material shag be beyond all dressing or stucco. 3. When wed in areas mquiing wind bone debris protection this product compiles with RIC Sections 1609.12 & R3DUI2 and does not require an impact resistant covering. This product meek missile lavel'Eyand Includes Wmtl Zone 4 as defined inASTM El996 and P IC Sections 1609.122 & R301.2.12.1. 4. Far 2xstud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the defogs of this drawing require further engineering analysis by a gcensed engineer or registered architect. 6. Fber-awslc&SmoothStar Door panels require them of'i pod numbers and must be stained or pointed within sk months of installation. I TABLE OF CONTENTS I FRAME WIDTH FF M® O2ai 4 � 00 m 9�no CONFIGURATION LOCK HARDWARE DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch & Deadboll 1 +67.0 -67.0 +67.0 -67.0 x Multipoint 1 +50.0 -50.0 +50.0 -50.0 See Sheet 3 for Hardware Specifications FL-204E0.1 t\\11111111LLill EXTERIOR 99, 0.4D6' DMIOR 1.198, asl , 2 1.198r [—os AM' 1.198, 1.175'-11 0. oz —1 .. COMPOSRE COMPOSITE % CAP CAP INTERIOR LOCKBLOCK sm STILE COMPOSITE HINGESTLE COMPOSITE INFERIOR' E CAP (ENGINEERED WOOD) (12.5-LONGLVL) (ENGINEERED WOOD) CAP (ENGINEERED WOOD) [I�LUNGWOOD) (ENGINEERED WOOD) 76 fld.w w a:'. L HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION @ 6) TOP RAIL (COMPOSITEIENGINEERED WOOD) 36.TMAK 35.813* MAX 35.813'MAX DOOR DOOR � �DOOR PANEL WIDTH PANELWIDTH PANEL WIDTH FOAM CORE (POL9 PCF MIN.)YURETHANE- 1. on NMIOR EXTERIOR4 4INTERIOR SMINOR LD 0 0i w z cd FIBERGLASS SION 9 2 0 0 (0.07.rTHK.) 12 0 000- 0 0 x 00 -T ya :E L Z BOTTOM RAIL (COMP.) VERTICAL CROSS SECTION (34) VERTICAL CROSS SECTION ... —.08/og/16 N T.S. JK LFS PANEL PANEL IT PANEL DOOR 0 ' 2— FRL 20468.1 (��BOOK LIM @RU12D. . _�L VII Y 4 \\11111111//// i •�' `a �r �o:J n e el —U.�iZyn T 1 1 4 ^W.• za 6C10=LL^ o a, i ^ ''''''//I/GO \\``` � 6 m e ® ® wm UN•:z N O U xz ZmaU W ,LL 066�i oz p HARDWARETABLE c 3a 2 2 2 5 MANUFACTURER MODEL 4 5 6 6 3 3 3 6 4 S 6 6 SCHLAGE KNOB: FBI K DEADBOLT: 060 � �o KIM X KNOB: SIGNATURESERIES �� DEAD -BOLT. SIGNATURE SERIES(980) f� SEEHARDWARE HOPPE WI W EdMUliNO1N1: MPDGAR7 m �� CHART (THERMA-TRU) (B RLManual Tongue) ¢ rc � o rc • $gym U z 7 7 7 7 0^ Fe N G O t N apU K OF W 2j ^^ N^Z . Fiber-Classic/Smooth-Stet Door Panel Options N.T.S. _ oxc. en JK Products approved include all embossed panel doors and 2 panel recessed panel doors, un. �.: LFs # Similar opaque panel configurations are allowed. oNulwo No.: e Panels shown are for illustration and are representative only. FL-20466.1 sm 3 .LLO v @g E zz'* B i do c 6mz C E o� 40 41 42 � ra 7 T U • Um EXTERIOR INTERIOR �g aR - f`o >" l VERTICAL CROSS SECTION EMB. (TrR.) E 4 Ooutswing 1. E sh. gt1 *.. B C B o 0 O V L C m � $ Y m OdS C-SINK O.IS' C-SINK •' 0>PI m i _ o-• L _ o� D a•. `a D 6 7 oN zW w o w i ur INTERIOR INTERIOR ae w� a 'Co i ,� TOOERIOR DM3210R Q 41 42 40 41 42 27 z 1. MM 08102 i6 i - 1-1/4•MIN. L 29 MIN. EMB, nyP.) 1 EMB. FMB.IIYR.I scut N.T.S. _ JK m' �21 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SECTION cxic er: LFS 3 q Shwmw/TX Buck Ouhwing shown VnwAng simSml q Shown w/4X But Out=Q/shown llnswing slmBml owr..mc M.. FL-20468.1 0 sxm 4 or 11 m — O p. a e� 1x Buck to be secured to X1�,111(1�\ o'm d ou masonry by others `` .Sl r Z' n:z E z a a m a w lz a;ota 40 41 42 9 r 7 3d S s2 EXTERIOR INTERIOR JU U_m p IYX 1 VERTICAL CROSS SECTION ` \� 5hownw/ ix subbuck Outswing shown 9nswing simgcrq p w zw A E C E C ren o io C - O U u � 1 � 2 O^ 6 7 :$ i z (�• IM TOR IMERIOR G w c �o w� 23 24 ExfERIOR IXiERIOR N^W .- o 40 41 42 40 41 42 27 29 1-1/4�MIN. z EMB. (1YP•) 1 EMB. (TYP.) -m 08102176 sure N.T.S. 9 ' r21 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION JK m arc ac LF5 s 5 5hownwl lxsubbuc _ Outswing shown PnsMng sirMar) 5 Shownw Ixsu UCK oumrn xo.: d Oufswbg shaven Ilnsv&g sMBar) a FL-20468.1 a s m 5 e, 11 6 \\\1111111/JJJ �`` ♦♦♦ 7MAMAX MAX W% C'O♦JJJ/III uOz C T \�' d;; d uR•oZ *P�MRXOR�OR Ewzmcu 40 41 42m ua o i EMRIOR IMERRIR Ti • �11 VERTICAL CROSS SECTION 6 Shown Direct 4 l ' VERTICAL CROSS SECTION Shown Dheotfo MasomK rc w/4-9/16 _ Oulsving Doty w/49/16 jamb �J Outiwirg oNy w/69/16 jamb �$ o I- �o DIRECTTOMASONRYMAKDESIGNPRESSURE w/ STANDARD STRIKE=±55 PSF w/ SECURITY STRIKE = ±65 PSFm, h h 1 a 1 rq --- C. C C Z Z W19tIOR �� �Z —E P'� mUm LL zn 40 41 42 Fo o H _ep a w wp e n z8 0 � IMIXIOR 1 d r ae m N 40 41 42 N M 1-immN. M /A k EMB. (TYP.I 1-1 /4'MIN. •n, n EMB. ITYP.) A n r z E D 10R E E < o 1-1/4'AUN. EMB. ITm.I D OR I E M 1-1/4'MPL uvc OB 02 i6 _ FMB.IfYP.) swe N.T.S. HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION K51 HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION- 5hown Direct to Mason �1r m auc Im LFS 6 Shown Direct to Masa � "T 6 Shown D'uect to Mason 6 Shown Drect to Mason Ouhvring oNy w/69/16'jamb �6J OuWng onyw/6-9116 jamb o Outswing any w/49/16 jamb Outswingonyw/4-9/16 jamb FL-20468.1 0 asp 6 mlt C Notes 1.SB Item Vs17,18,32,34,3S,36,37,38639 areattached tofambsw/(3)A8X2-1/Tp01sa of each end. S81tem n 16 11,33 ore attached to)ambs w/ (2) WB X2-1/T p81 screws at each end. Sa Item AIS is attached to Jambs uItUng (2) #10 X T pph SMS at each end. EXTERIOR SEE NOTE I INTERIOR SEE NOTE 1 EXTERIOR n ° , VERTICAL CROSS SECTION 7 InrvAng Sa INTERIOR ° n 3 VERTICAL CROSS SECTION 7 Outwmg Ssi EXTERIOR SEE NOTE 1 •. Z�l A may., g em ���'' • •••• INTERIOR EXTERIOR s pi 11�I syy\\\ 2 ^ dam' d 0 a N 2 =m�� 41 42 g $ 9dg`a SEd Z 33 34 35 36 37 £n SEE NOIEI � 8 T5C1 h-W O ' o y 0 VERTICAL CROSS SECTION g 7 Imwing 50 INTERIOR �1 VERTICAL CROSS SECTION 7 Pubfic Ace. SI =Z) del �°b�2 � om�. z I. .. ..., .... om L (3168x2-1/2 ''��i/ •�`�` Timm PFH WS 1Iln\ \\\ m n JAMBTOHEADDEfAIL ` z ITYP•1 �Co 2x�U Em m °c w 6gS 9orT 8 LL S m n n I� 0 7XBUCK HEAD&JAMBS HEAD &JAMBS J I BUCK RYP.I (TYP-1 m ° BUCK M DIRECTTO GI o 2XBUCK N MASONRY o 'm 60 PSF MAX 67 PSF MAX PR" E HEAD &JAMBS a �o o;z —d ED 5 w 6� rc d� bnx MASONRY - — ^ f ¢ .1 z 2X BUCK ANCHORING 2X BUCK ANCHORING FRAME ANCHORING � N^Z O ° O die 08 02 16 ° R.. N.T.S. ° °wt er: JK m' un ert LFS 3 ' moron x°: n FL-20468.1 ° o su[r 8 °r 11 N \\IIIIIIIIJTY� 0 oa �� z 4?o`O`=�� xz 2%BUCK L 28 o T^ o :��" a SEE HINGE rTl ITII\\ �m 1%BUCK G DErAK DRECTTO MASONRY M 26 cw aN$ m9dca 2X BUCK 25 a + angy. s cow 1%BUCK G ^� —� SEETDNGUE 27 " ' pa d o STR KE09AIL '—' 2XBUCK L d 3i DIRECTTO M NE�.'O �'9 0TP.1 MASONRY y g ry p n r ;,T IX BUCK G DITCH& DEADBOLTDEFAIL w 1m DIRECTTO M O 1 MASONRYKwlaetok TONGUESKEDETA37LSEELATCH I C� � 2XBUCK L & pE� T SEE IATCH IXBUCK G &DEADBOIT DETAIL o MADIRECTTO Y M SUB S RIKE o tt PLATE i 6 8 2%BUCKELIXBUCK0 22 STRIKE JAMB HINGEJAMB STRIKE. AMB DIRECTTO on 2XBUCK 25 Latch and Deadboll MultIpoini Lock MASONRY j� 30 Fry L{ z 1X BUCK G dB H DIRECTTO M 27 MASONRY 41, 2XBUCK LATCH& DE40BOLTDETAIL XBUCK uip-oinF EF 8� IATC116DEADBOLTDETAIL 88 � a swaDe MASODIRECNRY MULTWOINTLOCK STRIKE DETAILS ASONRY ^ n LATCH & DEADBOLT STRIKE DETAILS DIRECTTO (Standard Deadbolt Stike Plate) M MASONRY ^ n o �^2 �-08 02 f8 u DEADBOLT STRIKE DETAILS HINGE DETAIL N.T.S. (Security Deadbolt Strike Plate) 0' �' JK m ao en vs ? tl+AM9C N0: m FL-20408.1' O Sx¢r 9 of 1f a 7-1 4.W g1'.� LMWI,NOG.�M HOID SM FIRM G�'SHOID ".d'.C��., a 1316- 9=-mIGL%Hmtesm --17-5is. I T-T g=r I.H BH IWD M 0 F d. 4-am 4.56' 37 INSWING 4,;T VFTS MORM s Q I WOOD JAMB \\v 4.56"- siar @A=OSIHREIHOID M5.7r n I INSWING THRESHOLD i, PUBIJCACCESSTHRUMOLD C=I,I.Gjl% OID JMH .SM 5.75 (M- ft FL-20468.1 BILL OF MATERIALS BILL OFMATERIAIS REM# DESCRIPTION MATERIAL ITEM• DESCRIPTION MATERIAL A I BUCK (SG>=0.42) WOOD 25 #8x2-1/2" PFH WOOD SCREW STEEL B 2X BUCK (SG>=0.42) WOOD 26 #8x5/8"PFH WOOD SCREW STEEL C 1/4"MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D I 1/4'X23/4"PFH ELCO OR TTW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G I 3/16"X3-114"HW CONCRETE SCREW STEEL 29 4"X4"HINGE STEEL J I 1/4" X 33/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 1 #10X2-1/2"PFH WOOD SCREW(1.15' MIN. EMBEDMENT) STEEL 31 1 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16"X2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16"X23/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHER5TRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE W/ PUBUC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 1 OUTSWING THRESHOLD ALUM/COMP 42 1 DOOR PANEL(Ul) 18 OUTSWING THRESHOLD ALUM/COMP 22 1 #8 x 3/4"PFH WOOD SCREW - STEEL 23 1 #10x 3/4"PFH WOOD SCREW STEEL 24 1 #10x 1" PFH WOOD SCREW STEEL CONCREIEANCHORN07E5: El I. Concrete anchoriccaHons at the comers maybe adgusted to maintain the min. d edge distance to modarjoints. a 2. Concrete anchorioc Hons notedas MAR ON Cff4Wmusf be adIWed to 8 a maintain the Mn. edge distance to mortarjoinfs, additional concrete anchors �n may be mqu2ed to ensure the MAX. ON CENIErdimension are not exceeded. GI 3. Concrete anchor fable: w ANCHOR ANCHOR, -MIN:.-MIN. CLEARANCE MIM,tCLEARANCE '=^_ TYPE SIZE EMBEDMENY TO MASONRY TO ADJACEM m^a --ANCHOR e ITIN TAP ONO 114- 1.114' 2• 4' w a z ELCO 1/4' 1.1/4' 1' q• oac 0810211fi ULTRACON s - ITW a TAPCON 3/16" 1-1/4' AS SHOWN 1-1/2* N.T.S. M. JK WOOD SCREW INSTAUmum TION8"ed TES:dato oa ert LFS I. Maintain 5 a o7sfance,81'o.c. spacing of witting ew.xva xa: FL_20468.1 dscsewi to pmOmtthe of woodI'en. woodscrewz to prevent the spitting otwaotl. F Door Width 9'-P' Shown - See chart below for other doorwidths CIS) Door Height SSde Lack or Lacta Bars 9 Deld G (sheet2cf3) 6'-0'Shovm FAVnual door lacks are uired unless an outomofc erator is installed. below for other 664^ +/- 3' door heights 381,' +/- 3' Bottom assist � ` End Hinge L- Scut B Strut Attachment � Intermediate H me 4" +/- 3'. Detail C(sheet2o13) DeteBB(sheet2af3) Detail E(sheet 2 or 3) Detail D(sheet 2 or 3) J This product has been evaluated per ANSI/OASMA 105 for static air pressure. This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure Model Number P,w Ci4GO&R2460sFn¢s PAN C24106 Pi410 domes PAN CNfi16 rQ4e1MILES PAN CN000 K480 SERIES PAN C24T1 &fol denied PPNC24816PI4810ERESPANCN72&n4728EnE5 PAN C2011 SERIES PANC24e2enoUSERE PANR2560SERIES PAN C2015 SERIES PAN R25BD SERIES PAN R2561 SERIES PAN C2411 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2582 SERIES PAN R25T2 SERIES PAN C2511 SERIES Door Widths Up To est n fps( ressums End S01e Center Stllea Hh Center Slues N g Center Stlles Hn Impact Resistant 8'-T 39.2 43.T ' Single 3 1 3 1 3 1 NO 9'-T 35.0 -39.0 Single 3 1 3 1 3 1 VES 10'-T 2B.4 -31.T Single 4 2 3 1 5 2 NO 12'-T 19.8 -22.1 Single 5 2 5 2 8'-7 35.0 -39.0 Single 3 1 1 3 1 3 1 1 1 YES This product is designed and said by PSF. The AHJ or Engineer of Record is responsible for determining the PSF required for any given site. 102 +1- 3 NOTE: Track configuration above the door opening does not affect the wind load rating of the door. Jamb bracket quantities shown are for use with gentle 2 or better southern pine jambs. Supporting structural elements one to be designed by a registered professional engineer for specific wind leads. Dan Height Total 0 of Sections Total q of StruS Jamb Buds per Side 6'4T 3 3 3 6'4Y 4 4 3 6'-3' 4 4 3 6's 4 4 4 6'-r 4 4 4 T-0 4 4 4 Tom' 4 4 4 7'-6' 4 4 4 T6' 5 5 4 T-9 4 4 4 T-9 S 5 4 B' 4 4 4 B'-0 S 5 4 Maximum section height is 24 in, Maximum door height is 16 ft. All doors, even those above the tested height, are available with lamb brackets or commercial lull angle. The maximum spacing of the jamb brackets/track clips should be maintained, NOTICE: These drawings are o supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. If these specific procedures are not followed, the. door may not R perform as designed. John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 IMPACT RESISTANT Lewisville. Texas 75056 Florida G.E. b 51737 FL#16650.6 Professional Engineer seal provided only for verification of wind load construction details. us wr. me mo.4qunu 4TPAN2 Tu N.bea.DtDAU aECf1aNALeWR SHEM.. 1 2 3 4 5 6 7 8 END STILES -PUSH NUT' 23" 16 Go Galvanizetl Steel 7/16- 4 END HINGE TEK SCREW See DETAIL K for push out 14 Ca Galvanizetl Steel ' % 3/4' Hex Washer Head F PUSH NUT placement. TEK SCREW Drilling (3 per Bottom Bracket) F I See DETAIL K for push out TEK SCREW 1/4' % 3/4' Hex Washer Head BOTTOM BRACKET placement. 1/4" % 3/4' Hex Washer Head g (6 per Hine Self Drilling g) 13 Go Galvanized Steel TOP FIXTURE Self Orilling (2 per Bracket) NOTE TNssarewshaldbeADJUSTABLE QV Ga A locatetl balaw the re loa Me72 PUSH NUT 1( LOW TOP antl olhrou hMe Nn e, erM SNe g 9 TEK SCREW x 3/4' Hex Washer Heatl KEADft00M e O end skin edge See AI K (or push nut SeeBRAGKET Self Self Oding (4 per Bmcket) PUSH NUTDETAIL placement. A LOW HEADROOM DETAIL B SSee6o AI K far push nut DETAIL CO OM SEAL E placement. _ 3 TOP BRACKET E 24 3 1/4" x 3 1/4" E STRUT INTERMEDIATE STILE 18 Go ]0 KSI Minimum 16 Go Galvanized Steel Galvanized Steel ----�3a JAMB BRACKET 12 Go Galvanized Steel o Q o SLIDE LOCK or LOCK BARS INTERMEDIATE HINGE 18 or 14 Go Galvanized Steel 34^ 4 (not required with operator) o TEKrrr SCREW D TEK SCREW BOLT & NUT t/4' % 3/4" Hex Washer 1/4' X 3/4' Hex 'Washer Head TEK SCREW 1/4-20 % 5/a" Damage Head Self Golfing (4 per p Self Drilling (4 per Hinge) 1/4" X 3/4' Hex Washer Bolt & 1/4-20 Hex Washer � Slide Lock) DETAIL D DETAIL E Head&Self Drmeng (25pertil. DETAIL F Nut (I per Jamb Bracket) DETAIL G WITH Abu MTHDUI BRRCE 00 00 00 o q o d NOTE: Details on some views omitted far clarity. o o ° ° Double end stiles and end hardware may be 0 required on wider or heavier doors. Maximum 0 RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL '/2 COMMERCIAL For Standard, High For Standard, High DETAIL FLAG BRACKET For Low Headroom & Vertical Lift & Vertical Lifts K 00 With 2" Track and With 2" Track and With 3" Track and There should be a space of BOLT Single End Stiles Single End Stiles Single End Stiles maximum 1/2" between the 5/t6 X 15/e' Lag Bolt ALTERNATE BOTTOM BRACKETS roller hub and the outside a (4 per Rag Bracket). edge of the roller lde 00 NOTE: The bottom bracket testes (shown in DETAIL is the lightest bracket avow pusable. which is set by the push BOLT &NUT B out. 1/4-20 % 5/8' Track Bolt Min. & 1/4-20 Hex Washer Nut for a of I• DOOR SHIN Min. I- ri (2 Mazanlal & 2 far MNimal 25 Go Galvanizes Painte4 steel of Vertical Track) John E Scales, P.E. 2560 King Blvd. Ste 124-54 U MPACT RESISTANT Texas Lewisville. Texas ]Sass 7 Florida P.E. @ 51737 32 FLUTSsso.e Professional Engineer seal for wi provided only..I BDLT & w45HER ROLLER v verification of ins lead construction detals. 5/I6- % 1 5/6' Lag Bolt & x 7/I6' I.D. Mt Washer 2' O.D. KRTICA. 1PACK - 2' Nomtnol WOOD J 11 13 Go Galvanized Sted tested. The vertical wood jamb 2` Diameter Nominal Dfb•DIBPTIOIN A NOTE: Jamb bracket must be in 3" Nomiml 13 Go is also fasteners Qoy be counter sunk Eleven Ball Nylon or DETAIL H r— S=ON,,LDO z, approved as an mternme. direct contact with the 2+6 (No to provide flat mounting surface. Be, lamb attachment Ten Ball Steel with ` I 1 1 Datum PRES511RE of ad9 a M A damcq ana.ee), NOTE: The not wasner is not reaubea details on sheet 3 for attaching a Minimum Workable _ gwwmgm: 2000-0110,08-15-19 etv. e W or angle mount lambs to he mmduro. Shaft Length Shawn. me.... on" It. Nvs anEquwe snm4 vlxmre ersns i v:gnm M08ELI57: Sa SM1cel3 6XELT.2 DF3 1 2 3 4 5 6 7 8 MODEL NUMBERS MODEL NUMBERS AVAILABLE PAN C2011.SERIES, PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES" PAN C2511 SERIES PAN C2410 & R2410 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN C2471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES FASTENERTO CONTINUE PASTHEADER OPE HEI FIRST FASTENER ABOVETHER NING GHT 2 %6 GRADE 2 OR BETTER SOUTHERN PINEJAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE MMIMUM ON CENTER SPACING 4 w1D .00R �OPENING WIDTH WOOD JAMB ATTACHMENT w w� Spate' Fastener Typo FjMn�r4,rq 4e olslaiv spZ" sgC T Mm.250p PSlto Te.xp. IPLI16) 2• 25b 5.0g' 24' 551 41KO PSI Caoves 1/4'vC 1' ODD washer Swlhem Fire &9'IagW 130 1JA' 156' 24' 620 1 lm'DD=r Space MeR am,"pwl 15Y 1.51T 1b0' 24' 462 119' ODwasher NOTE: 2X6 rtnw4ed b Me we0 m¢IGa Sauban Plre Gatle 2 mbatler. IMPACT RESISTANT FL #16650.6 L John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville. Texas 75056 Florida P.E. X 51737 Engineer seal provided only for or wind load construction details. G R �t �t � Certificate of Authorization No. 29824 l.�.ly Lily 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017 220 West 4' Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MID Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TS75878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02.01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117.02.01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)et PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 201 OA UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)et UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 201 OA UL LLC (TST9628) OBCA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 201 OA UL LLC (TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK HIZ TAMKO BUILDING PRODUCTS Asphalt. Shingles TECHNICAL SERVICES, LLC ' PRODUCT DESCRIPTION Elite Glass -Seal@ 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick & asphalt shingle with fiberglass mat coated on both sides.with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. HeritageO VintageO 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class.H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. HerltageO Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used In the non-HVHZ only. ' Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12", x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL1 2 of This evaluation report Is provided for State of Florida product approval under Kula blu2u-3. I me manufacturer snail nouty GKttK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. ' CREEKTAMKO BUILDING PRODUCTS f� Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (Volt): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Ve,d): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass -Seal new construction; Min. 15/32 in. plywood existing (Frederick, Joplin (Non- construction. HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 In. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application Instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure In accordance with RAS 115 and manufacturer's published Installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published Installation Instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattem" detailed below. Nalling Area Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) Butt Edge Figure 2. Elite Glass -Seat & Glass -Seal 6 Nail Pattern -7ff 5-1181, M8° 5-1181, TBP15001.4 FL18355-R4 - Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for.which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles Heritage® Basic Wind Speed (Vvu): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vmd): .Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage® Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage® Woodgate new construction; Min. 7116 in. OSB existing construction. (Dallas & Frederick) Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements, Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or T Nail Pattern" detailed below. NAIL ZON E BOND .6-1/8111 1 l l 1 l 1 I EXPOSURE 5-ur 12-1 /211 -+- 12-3/811 --► - 12-1 /21`11► �-° Figure 3. Heritage®, Heritage® Premium, and Heritage@a Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) 1" NAIL ZONE BOND EXPOSURE 5-5/8e Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern TBP15001A FL18355-R4 4 of 11 Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is. valid. This evaluation repon'does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. eCREEK TECHNICAL SERVICES, LLC 11A �7-1/2+7-112'+7-3/8+-1/2+7-1/2u� �—V' Figure 5. Heritage® Woodgate 6 Nall Pattern TAMKO BUILDING PRODUCTS Asphalt Shingles BOND 1 ©Common Bond i FASTENERS 5 f/ 1'. mi � W O iW 1 Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern 7-1 LOWI ON Figure 7. Heritage0 (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nag zone as described above TBP15001.4 FL18355-R4 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product alldbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vuit): (Frederick) Basic Wind Speed (Va,d): Deck (HVHZ): - TBP15001 Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existi6g construction. In accordance with FBC requirements. 2;12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 In. exposure in accordance with RAS 115 and manufacturer's published installation Instructions. Shingles shall be attached using `6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's 'published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or 06 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND I I it -ii 12" . -►�-11 " �--1" Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (norf-HVHZ only) Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern FL18355-R4 5" 6of11 I nis evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical'Services,'LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluationreport does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate (Frederick) TBP15001.4 Basic Wind Speed (Vu,): Basic Wind Speed (Vaud): Deck"(Non-HVHZ): Underiayment: Min. slope: Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph ' In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance, With FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed: with 5 in. exposure inaccordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 04 Nail Pattem" or "6 Nail Pattem"detailed below. EXPOSURE 5" 1'—'1 �•- 11"-.►�--12-3/S" _I_ 11" —� �ri'� Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) S. Technical Services, LLC of or This evaluation report does n specifically addressed herein. Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattem FL1a355-R4 !d for State of Florida product approval under Rule product changes or quality, assurance changes lhn express nor Imply warranty, Installation, recomme. ZONE/ NON BOND OND 7 of 20-3. The manufacturer shall notify CREEK wt the duration for which this report is valid. use, or other product attributes that are not CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (V lt): (Phillipsburg) Basic Wind Speed (Vain): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with, FBC requirements. 2:12 and In accordance with FBC requirements. Refer to the manufacturers application instructions when Installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. ros., ws6 �+--low•—�+'� �+--loan•--+� Figure 12. Heritage@ Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage® 6 Nail Pattern TBP16001.4. FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changesorquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wananty, Installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles Hip & Ridge Basic Wind Speed (Vw): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (V,,d): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min: slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 Inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Directiofn of prevailing wind exposure Figure 1 95� Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) sxposure This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (Vvit): (Phillipsburg) Basic Wind Speed (V� ): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in, plywood or wood plank for new construction;. Min. 15132 in. plywood existing construction. Ih accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 � rr ,,/I��Faetener r �5-1/2e Figure 2 Kposure rlgure u Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355•R4 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation; recommended use, or other product attributes that am not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underiayment application. 6) Shingles shall be Installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall .comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. NQG \ G E NSF No 74021 STATE OF WZ ��F �4OR1�PCjN % S p���S 0 N A' tS %.%`o CERTIFICATION OF,INDEPENDENCE 2017.09.25 11:31:41 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company manufactudng or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R: Pdest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. TSP15001.4 END OF REPORT FL18355-R4 11 of 11 Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M1AMI•0M=WDE MIAMI-DADE COUNTY '® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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.eoy/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent 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 NOA renews NOA No.11-0602.02 and consists of pages 1 through 4. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.25 Expiration Date: 08/17/21 Approval Date: 07/28/16 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, Lomancool 9" x 28.5" TAS 100 - Powered Roof Vent, with fan and thermostat 2000 Power Vent with a aluminum hood. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Intertek-ATI Test Name/Report Test Identifier Date TAS 1000) F7517.03-801-18 07/08/16 NOA No.: 16-0510.25 Expiration Date: 08/17/11 Approval Date: 07/28/16 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through,shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. . Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. V from the outside edge of the flange and V from stack every 45' with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of %'. See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code NOA No.: 16-0510.25 niAnuDADeeounm Expiration Date: O8/17/21 Approval Date: 07/28/16 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART j/ ITEM I REO DESCRIPTION MATERIAL MAT WT 0201-501 1 9 DOME .0323.0025 X 28.50 X 28.50 5005-0 AL 3.25011 0201-502 2 1 BASE .032f.0025 X 20 X 23 5005-0 AL 1.840# 0201-503 3 1 RAINSHIELD .019t.0025 X 19.50 X 19.50 5005-0 AL .913# 0410-501 4 3 BRACKET 16 GA. X 1.250 X 7.550 GALV. STEEL .195# 0201-507 5 1 SCREEN .028 X 5 % 41.375-8X8 MESH PERM-A-KOTE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HD. AL 1405000281 7 3 SCREW #14 X 1/2 HWUHD TYPEM "AB" ZINC PLT END OF THIS ACCEPTANCE NOA No.: 16-0510.25 Expiration Date: 08/17/21 Approval Date: 07/28/16 Page 4 of 4 `�.f I KINITY ERD EVALUATION REPORT GAF 1Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE:(203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.04.08-1112 FL10626-R12 Date of Issuance:04/25/2008 Revision 12: 03/31/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Cade and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sit Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by'the words "Trinityl ERD Evaluated" may be displayed in advertising literature.'If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was autborlied by Robert Nieminen, P.E. on 03/31/2015. This does not serve as an eledoonkally signed document. Signed, seated hardaoples have been transmitted to the Product Approval Admloist ator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. 'Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. \, TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1504.3.1 Wind Uplift. FM 4474 2004 1507.2.4, 1507.2.9.2, 1507.5.3, Physical Properties ASTM D1970 2009 1507.7.3 1507.2.3 Physical Properties ASTM D6757 2007 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TA5103 1995 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: fnitt Examination Reference Date ERD (TST 6049) Physical Properties G12210.06.09 08/03/2009 ERD (TST 6049) Physical Properties G34150.08.11 11/14/2011 ERD (TST 6049) Physical Properties G40630.01.14-2B 01/07/2014 ERD (TST 6049) Physical Properties G46160SC 04/14/2014 PRI (TST 5878) Physical properties GAF-026-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-02 03/12/2004 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) Physical. properties GAF-154-02-01 02/06/2007 PRI (TST 5878) Physical properties RGM-023-02-01 02/09/2007 PRI (TST 5878) Physical properties ELK-311-02-01 09/11/2007 PRI (TST 5878) Physical properties GAF-238-02-01 03/03/2010 PRI (TST 5878) Physical properties GAF-275-02-01 11/11/2010 PRI(TST5878) Physical properties GAF-349.02-01 06/19/2012 PRI(TST5878) Wind Uplift GAF-434-02-01 09/16/2013 _ PRI (TST5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 ITS (TST 1509) Physical properties 3077464-002 09/14/2005 ITS (TST 1509) Physicalproperties3077464-02 01/09/2006 UL (TST 1740) Physical properties 02NK22569' 06/04/2002 UL (TST 1740) Physical properties 1ONK11990 05/18/2012 Miami-Dade(CER 1592) HVHZ compliance 13-1104.05 02/20/2014 Miami -Dade (CER 1592) HVHZ compliance 13-1104.11 03/06/2014 Miami -Dade (CER 1592) HVHZ compliance 14-1022.26 02/05/2015 ICC-ES(EVL2396) IBC compliance ESR-1322 01/01/2014 UL, LLC. (QUA 9625) Quality Control Inspect, File R30689, Stockton, CA 11/12/2014 UL, U.C. (QUA 9625) Quality Control Inspect, File R30689, Hickory, NC 03/04/2015 UL, U.C. (QUA 9625) Quality Control Inspect, File R30689, Mt. Vernon, IN 01/16/2015 UL, U.C. (QUA 9625) Quality Control Inspect, File R30689, Pryor, OK 02/05/2015 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlavments: 4.1.1 Liberty"' SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. StormGuarde Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. Exterior Research and Design,LLC. Evaluation Report 01506.04.08-RIZ certificate of Authorization 09503 FL10626-RlZ Revision 1Z: 03/31/2035 Page 2 of 8 5. �I o KINIIY J ERD 4.1.3 UnderRoof^ 2 Polyester -Surfaced Leak Barrier is a spun -bond -glass -reinforced -polyester -mat -surfaced, composite - reinforced, SBS self -adhering modified bitumen roof underlayment. 4.1.4 UnderRoofT".HT High Temperature Leak Barrier is a polyester -mat -surfaced; fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.5 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. WeatherWatch® Mineral Surfaced Leak Barrier is also used'as a secondary water barrier to seal roof decks. 4.1.6 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated -mat -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.2 Mechanically Fastened Underlavments: 4.2.1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier. 4.3 Asphalt -Applied Underlavments: 4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment. 4.3.2 Ruberoid® Mop Granule FR £formerly Ruberofd• Mop 170 FR) is a granule -surfaced, polyester -reinforced, asphalt - applied SBS modified bitumen roof underlayment. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Underlavments may be used with any prepared 'roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop GAF Roof Underlayments are follows: _ TABLE I: ROOF COVER OPTIONS Underlayment Asphalt Nail-O.Tile Foam-0n Tile Metal Wood Shakes& Slatear Shingles Shingles Simulated Slate VersaShield• Fire -Resistant Roof Deck Protection Yes No No No No No Liberty-SBS Self -Adhering Base/Ply Sheet Yes No No No No No StormGuard- Film Surfaced Leak Barrier Yes No No Yes No No Underltoof" 2 Polyester- Yes Surfaced Leak Barrier Yes Yes See 5.5.1 No No Yes UnderRoof'"HT High Temperature Leak Barrier yes No No Yes No No WeatherWatch* Mineral Surfaced Leak Barrier Yes No No No No No WeatherWatch•1(r Mat Surfaced Leak Barrier Yes No No No No No Ruberoid• Mop Granule, Yes Yes Yes No Yes Yes See 5.5.1 Ruberoid• Mop Granule FR Yes Yes Yes No Yes Yes See 5.5.1 Exterior Research and Design, LLC. Evaluation Report 03506.04.08-1112 Ceidjimte ofAuthoriaatfon 09503 F1.10626-1112 Revision 12: 03/31/2015 Page 3 of 8 `J TRINITY ERD 5.5.1 "Foam -On Tile" is limited to use of the following unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Underlayment(s) Adhesive Option(s) UnderRoof"' 2 Polyester -Surfaced Leak Barrier 3M"'2-Component Roof Tile Adhesive AH-160(FL6332) Ruberoid® Mop Granule; Ruberoid® Mop Granule FR Dow TileBond (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Liberty'" SIBS Self -Adhering Base/Ply Sheet StomnGuard0 Film Surfaced Leak Barrier: UnderRoof" 2 Polyester - Surfaced Leak Barrier: UnderRoof", HT� High Temperature Leak Barrier: WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier. Self -Adhered to Deck: ➢ New untreated plywood; ➢ Existing untreated ASTM D41 primed plywood. Ruberoid® Moo Granule and Ruberoid® Moo Granule FR. Asphalt -Applied to Deck: ➢ ASTM D41 primed structural concrete. 5.6.2 Liberty'" SIBS Self -Adhering Base/Ply Sheet: StormGuard® Film Surfaced Leak Barrier: UnderRoof" 2 Polyester - Surfaced Leak Barrier: UnderRoof" HT High Temperature Leak Barrier: WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak. Barrier. Self -Adhered to Mechanically Attached Base Underlayment: ➢ ASTM D226, Type II felt. ➢ StormSafe'" Anchor Sheet Ruberoid® Moo Granule and Ruberoid® Mop Granule FR. Asphalt -Applied to Mechanically Attached Base Underlayment; ➢ GAFGLAS® #80 UltimaT" Base Sheet; ➢ Ruberoid® 20 Smooth. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified .requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12) or as detailed, below. 5.6.3 Bond to Other Substrate Types: ➢ ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety ,per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Desien Pressure=-45 osf. Deck: Min.,15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: UnderRoof" 2 Polyester -Surfaced Leak Barrier, self -adhered 5.6.4.2 Maximum Design Pressure =-45 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS- #80 UltimaT" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9-inch o.c. at the 4-inch wide side laps and'9-inch o.c. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R32 Cenll lmte of Authorization #9503 FL10626-R12 Revision 12: 03/31/2015 Page 4 of 8 6. TIN j ERD 1 5.6.4.3 Maximum Design Pressure =-45 psf. Deck: Min. 19/32-inch plywood to meet. project requirements to satisfaction of AHJ. Base Layer: GAFGLASo 680 Ultimar" Base Sheet or Ruberoidm 20 Smooth mechanically attached with 12 ga., min. 1.25-Inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 5.7 Exposure Limitations: 5.7.1 Liberty'" SBS Self -Adhering Base/Ply Sheet;. StormGuard® Film Surfaced Leak Barrier; UnderRoof" HT High Temperature Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier and WeatherWatch® )Cr Mat Surfaced Leak Barrier shall not be left exposed for longer than 30=days after installation. 5.7.2 VersaShield® Fire -Resistant Roof Deck Protection, Unc!&Roof" 2 Polyester -Surfaced Leak Barrier, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 180-days after installation. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance -with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayments when ambient temperatures are minimum 457 and rising. 6.4 All metal surfaces shall be primed with Matrixr" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. 6.5 VersaShield® Fire -Resistant Roof Deck Protection: 6.5.1 Install VersaShield® Fire -Resistant Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared roof covering to be installed. A double layer is required for 2:12 < roof slope < 4:12. No hammer tacks or staples are permitted 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty— SBS Self -Adhering Base/Ply Sheet; StormGuarda Film Surfaced Leak Barrier; UnderRoof^ 2 Polyester -Surfaced Leak Barrier; UnderRoof" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 Liberty"SBS Self -Adhering Base/Ply Sheet: 6.6.1 Install Liberty— SBS Self -Adhering Base/Ply Sheet in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.2 The minimum and maximum roof slopes are Y:12 and6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.6.3 For non -tile applications, direct to deck: For direct -bond to deck applications plywood shall be primed with Matrixr" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at Y to Y gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof leave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll. out sheet and allow to 'relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrixr" 201 Premium SBS Flashing Cement over drip edge. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1132 Certificate of Authorization a9503 FL10626-R12 Revision 12: 03/31/2015 Page 5 of 8 \l TRINITY ! ERD I Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.6.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM-D226, Type II felt in accordance with codified requirements or StormSafeT Anchor Sheet in accordance with Section 6.6. Install Liberty'" SBS Self -Adhering Base/Ply Sheet over the mechanically attached anchor sheet as noted above. 6.7 StormGuard° Film Surfaced Leak Barrier: 6.7.1 Install StormGuard® Film Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.7.3 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.7.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT" Anchor Sheet in accordance with Section 6.6. Install StormGuard® Film Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.8 UnderRoof"' 2 Polyester -Surfaced Leak Barrier: 6.8.1 Install UnderRoof" 2 Polyester -Surfaced Leak Barrier in compliance with manufacturer's published Installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" o.c. within 4-inch side laps. 6.8.3 For the roof installations: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.8.4 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof leave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart. End laps shall be sealed with a 1/16th to 1/8`h inch thick trowel application of Matrixm 201 Premium SBS Flashing Cement. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, U.C. Evaluation Report 01506.04.08-R32 Certificate o/Authoriration #9503 FL10626-R12 Revision 12: 03/31/2015 Page 6 of 8 \1 TRINrry I ERD 6.8.5 For non -tile applications, to mechanically attached anchor sheet: Install ASTM 5226, Type II felt in accordance with codified requirements or StormSafeTM Anchor Sheet in accordance with Section 6.6.. Install UnderRoof" 2 Polyester -Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.9 UnderRoof"' HT Hieh Temperature Leak Barrier: 6.9.1 Install UnderRoof" HT High Temperature leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" o.c. within 4-inch side laps. 6.9.3 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof leave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoata FlexSealT" Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. 6.9.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafe" Anchor Sheet in accordance with Section 6.7. Install UnderRoof`4 HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above. 6.10 WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatchaXT Mat Surfaced Leak Barrier: 6,10.1 Install WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.10.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to Installation of the primary underlayment system. 6.10.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 4-inch side laps. . 6.10.4 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof leave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave andnail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixT" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps., Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.10.5 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeTM" Anchor Sheet in accordance with Section 6.6. Install WeatherWatch Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. Exterior Research and Design, U.C. Evaluation Report 01506.06.08-R32 Certificate ofAuthariiation #9503 FL10626-R12 Revision 12: 03/31/2015 Page 7 of 8 CI KINITY ERD 6.11 Ruberoid® Map Granule: Ruberoid° Mop Granule FR: 6.11.1 Shall be installed in compliance with current GAF published installation requirements, subject to the limitations herein. 6.11.2 Non -Tile Applications: 6.11.2.1 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4- inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course. Side and end - laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. Consult GAF instructions regarding back -nailing requirements. 6.11.3 Tile Applications: 6.11.3.1 Refer to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.11.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for Information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R32 Certificate o)Autharization a9503 FL10626-1112 Revision 12: 03/31/2015 Page 8 of 8