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Home My WebLink AboutProduct ApprovalWHOLE HOUSE ENGINEERING MAY 0 5 i,020 ST. Lucie County, Permitting 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: 3402-609-0348-000-3 Customer Name Habitat For Humanity Site Name Parcel ID: 3402-609-0348-000-3 Site Address Parcel ID: 3402-609-0348-000-3 Palm Drive Fort Pierce, FL 34982 GGQ� Table of Contents Table of Contents Lawson Single Hung Windows .................... Thermo Tru - Entry Doors ............................. Haas Garage Door ..................................... Tomko Heritage Asphalt Shingles .............. lomanco 135 Series Louvered Roof Vents GAF Underlayment..................................... .3 ...........................................................................11 ...........................................................................22 ...........................................................................25 ...........................................................................36 ...........................................................................40 MIAMI•DADE MTAMI-DADECOUNTY o 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) www.miamidade.sov/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 areasother 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 deterinined 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.L APPROVAL DOCUMENT: Drawing No. L7700-0901; titled "Series-7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09, with revision D •dated 11/01/17, prepared by manufacturer, signed'and 'sealed by Thomas J. Sotos, 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. ' NJJIISSILE 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. 5 z NOA No.17-1212.21 Ol/2� IZo�1 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 Na. 09-0706.Oq) 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 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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. KETI- 09-2530A and HETi-f19-2530B, 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 Missile Impact Test per FBC, TAS 701-94 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, HETI208-2004A, HM-OS-2060A & B, HETI-08-2061A & B, ,HETI-08=2062A &.B,.HETI-08-2063A &. 1, HETI-08-2064A.& B, 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) Water Resistance 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 FSC 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/O1 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P.E. {Submitted under NOA No. 014009.01) C. CALCULATIONS', 1. Anchor verification calculations and structural analysis, complying with FBC; prepared by Lawson Industries, Inc., dated05/28/09, revised on Q1/18/10, signed.and sealed by Thomas 1. Sotos, P.E. (Submitted under NOA No. 11-0765.09) 2. Glazing complies with ASTM E1300-09 Sdang Zhao, P.E. Product Control Examiner NOA No.17-1212.21 Expiration Date: December27, 2021 Approval -Date: February01, 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 "Trosifoi® 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-6th 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 tinder NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, RETI-08-2063A & B, HETI-08-2064A &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 scaled 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 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.11 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 NHmV MIYd GRIM VmTH VIN➢pV GLN&S GNIJIE VIDIN 13 3/1' I— (W � MSI(T�pT MN ? 10 IS/16' Al A M0.K DG tID ItJrd pER f1Ur6 SIll MRX. DC l0 fRM R rypX) (D fRiK JFgS (SEE S1EFf 04) 6. V� ,fir pJ �i �.. �b s' _ N".. i .LO. Wtlt' Z fir B� rr ri 8 __ NL CORNERS r% 6'Aj[[T1HG i a xay. aEL9v NEEfING R.ULS 4•rlfZ IJ o'[ __ �� b 6'M0.1. VIrIIaV GV 4GE LRnxE vm w s ACE rip V/ ..w g(fq y1pN rnrmw sml vmm Z'QJBLE wS OPMRAL nxmv suCx vmTx vAti�EEAAS OPTIIGNAL. 48" a 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LIFE ELEVATION • INCLU➢ES uN-EQUAL LTE AND RADIUS NEAR (LBRTED TO WADS ON SHEET 4 OF 6) (IDO'I'SD TO WADS ON sN = 4 OF 5) General Notes: (IENTEO TO WADS ON MM 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESIEO TO COMPLY WITH THE REQUHEMEN7S OF THE FLORIDA BUILDING CODE (2014-5t Edition & 2017-6M Edition) INCLUDING RICH VELOCITY HURRICANE ZONE VELOCITY (HVUZ) AND ASTM 1300-09. THIS PRODUCTIS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUDDING RESISTS THE SUPERBQ'OSED LOADS IN ACCOR➢AME WITH THE REQUE2EMENTS OF THE F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE A3 PER TEST UNITS. ANCHORS ON ALL WINDOW 96ES ARE NOT TO EXCEED THESE MAXOHLM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR COMMONS 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 LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE MR= g3). 0.) SEE SHEET 3 FOR LOCK MAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & TNT. FALSE OOLONNiL, WNTINS ARE OPTIONAL & AND ARE APPLIED W/ SI]CONE LO.) WOOD_ BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW LNSIA TION. (SEE SPINET d2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPIER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SINE BY SIDE MULLED UNITS. 12.) MULIMG SINGLE RUNG WINDOWS WITH OTHER TYPES OF WA —DARE COUNTY APPROVED WINDOWS USING A LUA1I—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY ATPACHILENT DETAILS & OPTIONS. LUIMUM OR OTHER DISSIOI.AR MATERIALS TO BE EQUAL LTTE ELEVATION (UNITED TO WADS ON SHEET 4 OF 6) MODUCT Rfimm a tmrrplyi"gv"rW die Florida Oa6di"g Code Aaspmrx No i 2I Hy .. Mi"ai Dade PrndY¢Gvad O LL 0 2� 1/4' TAPCON W/ 1 1/4'— MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET FOR MAX FASTENER SPACIN (�D EXTERIOR O C. ALL WOOD BUCKS ENGINEERED SEPARATELY- L TO BE REVIEWED BY BLDG. OTTICIAL (TYP. P PT WOOD BUCK HOT BY LAWSON IND. W6ST SUSTAIN IMPOSED ADS k MUST !. 1T A- MR4 . EMBEDMENT 4. A A. 1. SILICONE ADHESIVE BEDDING COMPOUND -1-ANINATED GLASS -e RaMOR MEETING EXT. CRAIG CAULK A� :`A.EX EXT, #14 MS ./ I im, RM EKBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET 01 FOR MAX FASTENER SPACING) SNS. W/ 1 1/4' - EMBEDMENT INTO WOOD. ELEVATION AT SHEET 81 ,M. FASTENER SPACING) EXT. MADE CAUI-K F-LJMATED GLASS -.PT VQOD nuw Z 0•INTERIOR 19 .4 N- EMBEI)KENT Ban CONQ CSCE ELEVATION AT SHEET 01 A FASTENER SPACING) Q F. � ly 2E 12 1 7V4' 17 A K MLA. o EDGE DISTANCE w tR C EXTERIOR PERDLEYTERIOR GR 0 z N -vumW Maff VMT. MOM INSTATI ATION NOTES: Q, 1. THE WINDOW MAKE FLANGE TO BE BACK -BEDDED V/ AN EXT. MADE CAUX THROUGHOUT THE ENTIRE PERIMETER OF FLANGE k G, BY WINDOW INSTALLER (TYP.) Z THE Evaso EXT. PERINETER OF THE WINDOW FRAME TO BE SEALED W AN APPROVED EXTERIM MADE CAULK Q BY OTHERS (TV.) IDEEN THE G" BETWEEN THE WINDOW FI%MwZ AND THE BUCK 0 IfASOARY IS LESS THAN 1/8-. SEEMS ARE NOT REQUIRED. ANCHORS NON ANCHORS TO BE 812 SMS OR WIL SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO Cma, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) 0 q _. DPJ [v 'WNG 899 s NS4) mRBwu s]81 iNROMO SPECIgl12 amo' GLP$!6 ablM cuss aBMI . I I m, aeon RR by i b!N[el m. LAIGUIL ➢ GLASS WMPOSITION -TYPE 3 crnc a4a nacmaox varm - uMNam nYs®wv 1 LB' MI1L.LLtD fiAS - -_ - ]pIfRYRAT by E CmC MTIa: mi[AAYFR KveroY Avr'ty Of 3 I, AWEAIEb Gl0.SS LAMGLAT80 GLASS COIIPOSEFMN - TYPE 4 Iml tiva aBRaoPvoN ulmurz vvl7aRmn 1 V6' AM6AIID GLASS �IE i18ilFR WB q 2 ODA' %ASEIL INIEIdRIEA I .YG y YynrvY AarYCW InE 3 VB' PIMGIL➢ (RASES I J tAIGlIATED GLASS COMPOSEMON -TYPE 5 ESd QJS9 D8BL8RII IN aPI1n ui011E maLBa`If 1 16AMi Gu53 lfffitlSS RV0 q 2 t-Slii}ORCI® tK allOdAYFR - - - M1.ntc: Ix 3 VB' 16 i41R.MdI1G® fdFSS INSULATED LAIGIUTED GLASS COWOSITION TYPE 0 ttm Cuss ..•^1��I'-EI s]Teac+ 1iK1fv®1my14fpnmY. 1OVVy/LBBNr9'''0 , MvPvVea.Baiwqa. E3Na1 'N.IMA i fDwftAiIrATiESnA--oSUASIviIElIIAERLRvTBO 7mID— IAIGWTED GLASS- COl1POSIlION TYPE T rm Gila n®Tmean nsrw. ulmna s va ANSOLm RAlli slsSEk rva q Eoatrnn Gxnkal m x Gafc rusilG nnFIBAYm Q v �7 s - Ire Ag6AtET CtASS 4 V1' IIEIILAT9 AIR SPKE 9 I/B' N06/3Fn GLAT2 GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES '0' & T' INSTALLED ABOVE 30It IN TILE IIVHZ. THE I.G. IN THE EXTERIOR LITE SMALL BE TEI NIX EMBEDMENT INNG lNB0. 26 ME ELt FMT Al SH2T Bl FOR MA%. FASTENER SPACING lgg& INTERIORSM 6 6 m m uvsox aauslw¢ x rr �' EKr. mAnE GLK amwc � 25 � 27 % TVIImN/ FRA'2 ilI.N6E vY i/. 2X INSTALLER (IYPJ 5 LOCK (LATCH AND SWEEP) OPTIONS m GI121S (119 I1/4• MIN --.-. _. _ -.-, 1. LOCK ERE QUD ALED FO C AND PLASTIC IND HANDLE E --- - - � ---- -. LOCKS ARE QUAIAF® FOR USE ON ALL WINDOWS. - 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON All. WINDOWS. EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. y_!F �•'+'' FY'x'F._F-.. `FM. LR/� MERNEIER GLLKMG 1.9f m -- $�PW�LIm �G112RS C1 dAMB f1I9J mLeco Gem N.Tu uTx xwm 10 - TO, G1GR RYJ® 31FAiMNL SO LE SFELIEIEa m PRORZ, MOT.I M 4G rmlG m GraS MOT.I u6'sm a91SigES. Mc WOOD FRAME INSTALLATION DETAIL ALUMNUN SEE APPROVALS MR R MFOR WWONONIX PRESSURE SEE mIoOTA YA)L OE( PRESSURE LN.TMICNS. (AWIL OG]8.1M. 1XICK) NOTE: THE LONER MESSURES OF, SINGLE NIMG WINp OR YULL SNNL GOVERN - INTERIOR Ia,YY :. G :. FRAME MULLING DETAIL LOWER PRESSURES OF SINGLE M OR NULL SW GOVERN I/' L M1NG NOTE: 1. ALL STEM IN C AU W1R1 ALUM. TO BE PNNIED OR PIATID. 2 MET& SIRUCNRES A) SM L : PY - 36 KS MIN. (SM). 16 GA. MIN. THICK - QONfi' B) ALUMNW : 6063-i5 MIN. SFALert E[TERIOR. (ALuu. o.mfi' Mlx. TIICI) ) METAL STRUCTURE ATTACHMENT DETAIL I PRODUCIRLVIS'c0, mwmdvioE wiNNeFiori4a ean4�ascom AByU®LDRde PLamtiCmed U s N C O E o• z -- V V V V V Va qq qW TOI p� N N N O N O O O O m }u m 0 w N N N N N d V 0 0 0 IJ N N a N N W E fi W E fi 1Nm N I mJQN/ N W NN m ED- ZIM � m W m D y n L Y of mE N m m m o c a o 0 0 0 0 0 0 0 0 E o 0 0 o E o p 0 0 E 0 0 p p 0 0 E E E o N 2 � W0000 000000bo mooboo o'o bbbo moob0000 • o' oo m H n E..WWmmmmoppp oEE00 Fppp.ESE000o00ppE m.EE a ... ooaaao.. SEE moaoaw� m � PE$.$' omm. pppppEmoo.B'.�81pls ppppppEoa q� O o O O p o 0 ................... �~ r W (v m � Q O O O O E O O O O C O ... p O O E O 0 0 0 0 0 E O S N A g We m o o 0 0 0 o ................ m o 'mo ti m N ^ c QZ 4'p9a m C1 m m m m SoOWW p a G 0 0 o 0 0 0 m o v 0 0 0 0 0 0 ... 0 o m v o o b o A'Ie g0 m c OF L/I fl p/ p O q/ 8501 N.W. 90 ST. 1�LJJlll ��lll YY YY IJ' W MEDLEY, FWRIOA.33166 S RIES IN PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM NINDOITS AND CLASS DOORS SERIES-7700 SINGIF HUNG ELANGE FRAME IMPACT )UNDOW DESIGN PRESSURE CHARTS, & CONFIGURATION OPTIONS L7700-0901 jl� 4 aT FRAME HEAD L-7701 0 ) n-T see Lt I ( MR -A YIMNYx) FIXED MEETING RAM, L-7704 C FRAME JAMB L-770- O VENT INTERIACx RAIL VENT BOTTOM RAIL VENT JAMB RAM, L-7705 L-7706 L-7707 BO( ema-n umoRav ) eom-n .mnvu ) © ( O 1 eme-xe ummiov ) ta f62 L1Vu 2dp zl � !E2 O GLAZING BEAD VENT SPRING IATCEI L-7708 GLAZING HEAD GLAZING BEAD L-7711 L-7539 L-7711 L-4204 © O 6 T mt ( sma-m i tt Aso � .mo I L� �I I1'illullll .115.773 .166 I� 698 ( mm-ts ummw 1 O q= I FRAMETOP CCRNER 9 I I I FBAME_DFdD MM F JBM9 v FRAME BOTTOM CORNER \ O ti. VENT TOP CORNER 8 -.!Y ti 9 \ OvFvr mrmu am. VENT BOTTOM CORNER FRAME & SASH CORNER DETAILS BILL OF MATERIALS ITEM 9 PART B REOD. DESCRIPTION RENURES 1 L-7B01 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7832 1 FIN FRAME SILL 6063-TS ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAR 6063-T6 ALUMINUM 5 L-T705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 L-7708 AS RED-D. GLAZING BEAD C 31W l 6063-T5 ALUMINUM 9 FS-006 JAS REOIL FRAME ASSEMBLY SCREWS %8 X 3/4- P.H. PHILLIP 10 FS-040 AS REOD. INSTALLATION SCREWS M14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REO'D. BULB VINYL WTST 1/4' DIA. BULB N3033 12 PWS-OD3 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PVS-005 AS REO'➢. FIN SEAL WEATHERSTRIP .187'x.350• 14 PWS-009 AS RED'➢. FIN SEAL WEATHERSTRIP .18RII.' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REO'➢. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS RED'➢. GLAZING BEAB - RADIUS 6063-T5 ALUMINUM 1H _ L-7723 1 SASH BALANCE CAM/GUI➢E (2 X VENT) . 19 L-7725 1 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 6 TACKLE BALANCE BSI Balance Systems 2l L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH. SPRING STAINLESS STEEL 23 • AS RER'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 24 - • 2 Lamlmutetl Gloss SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLE➢ NYLON 26 HC-058-1 2 VENT SWEEP LATCH - MOLDED NYLON 27 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 _ SCREEN FRAME 6 MESH 29 L-7730 I PRODUCT LABEL 30 • • 31 ISM-5504 AS REO'➢.JOINT SEALANT SM-5504 32 AS RES'D.1 PERIMETER ACRYLIC CAULK DST POLYSEAMSEAL P8ODUCTREVIIED dY)e8.1mD ReHtla AcmP� Emm¢Ne =y`• 1 Bf M®il)a4e Cmpd bb q q z a i �m q y won V z z° mfa z w W � � o z z I p I O � z F U y a i F ® HH < .> 4T 1��Ke kl U' a N < n o w � 5 n .v THERMAITRU DOORS m Fiber -Classic, &Smooth -Star, � ''-., "" •• •' o�`�`' � =m o Eo imc� COMPOSITE EDGE F17.75-MAXOh pg mIFFAMas OPAQUE FIBERGLASS SINGLE DOOR E�gTM 5 °� INSWINGING "IMPACT' FF GENERAL NOTES rya 1. This product has been evaluated and is in compliance with the 6M Edition 3 3 y a (201T( Honda Burcing Code (FBC( structural requirements err)udng the'Hlgh < z m O S � Velocity Hurricane Zone (WHZI. 0= 2 Product anchors shall be as fated and spaced as zhownon orstu. o. Ens m X embedment to boomotedal shall be beyond wall dressing asNttro. � „�, s a w kk 3. When used in areas requMng wind bane debris protection this product & as complies with FBC SecNom 1is prod ctm e212onddoes evel*Y and IrequIrncludes m »m impact resistant covering. This product mesh missile level'D' and Includes Wind Zane 4 as defined in ASTM E1996 and FBC Sections 1609.1= & R30MIal. a 4. For 2xstutl M1nming construction, anchoring of these units shag be the same as on that shown for 2X buck masonry construction. 5. Site conditions that deviate from the detals of Ih8 dmvdng require farther englneedngonotyssbyaBcauedengineerormgisiemdamhitect. w� i 6. Fiber-Oossfc& SmoothStar Door panels require theme of'.P pad numbers and Bo 1 c must be stained or painted vdthln Sur months of installation. R I TABIEOFCONIENFS I DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI) CONFIGURATTON LOCK INSWING OUT WING JIMINARE POSITIVE NEGATIVE POSNNE NEGATIVE x Latch & Deadbolt +67.0 -67.0 +67.0 1 -67.0 x Mutlipaint +50.0 -50.0 +50.0 -50.0 See Sheet 3 for Hardware Speciflcations . er: era wvm xa. Fi-204fi0.1 c n sT��L a e.ren..ae:er.s..na in• vFvveN�N�\!. CMAAa PrvInN lmmwaRliI.JMRR WRnR TiK[C lmna[!-GmrceMe\[. OnxiMS\R3M6B BRIT-NNRf(II\fL-$�4fB.l`E.dNV. E.l 79.95 MAX. DOOR PANEL HEIGHT (10 1.71. p mO Ll z Z A m N T-1 N W P09 x �xo13 U ® y —� �---13 5.5. Q A 0 ° ' �7925 MAX. DOOR PANEL HEIGHT � m NN O yn T z m YQ v x NW �gl'7 z13 �. _.. G b y 3L O 0 o y Q 79.06' MAX. DOOR PANEL HEIGHT N N 13 {1O TIM J � pp 10 I®I p C9 171'— x - N W 0 0 n 1 ti o e r0 0 O 1 z J' m O Zo r O� yN O p N� O ff I�—f-037 n 0189"� �NR.l43.4oe _ y= A ^ 11�29/17� g C F q PRODUCT: Document. PnRVN eY i BWEOF .f• r$7 FIBERGLASS DOOR Pee No P.�icua wt %....... 10`` PART OR ASSEMBLY• BUILDING CON3UlTNfIS, m x m N �/ pu.,. Box 2J0. Vc1Ac0, FL 33685 DOOR PANEL DETAIl5 •• Phone No.: BI3.R59.919] ONS MPE CA. Na. 9R13 Q 3U16 R.W. B...... DCNSDLT�ve¢ INa. 2 11 IS I] FECf35E0 PANEL NO7Afi0N JK 1 ] f] I] GPOAIE TO 61h EO 201] FHC JK NO DATE BY CHART HARDWARETABLE MANUFACNRER MODai SCHLAGE KNOB: FBI READMIT: B60 KNOB: SIGNATURESERIES KWIKsa DEADBOLT: SIGNATURE SERIES(980) HOPPE MULDPOINT:MPDGART (THERMA-TRU) (3 pt. Manual Tongue) r\ I — n ii ilk Mill NotU I'III n I: ii ICI III ■ Fiber-Classic/Smooth-Sfar Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for illustration and are representative only. M FL-2046EI.1 R.1RIenls%h Tm PERMANEN- FlonnaP va Ap lstFt-29G69 MDR rT MM5 pa - Cnrn,di.aC- Q-awingsjFL 3M6B R01T)-CURRENI�FL-N9fi&1-3dwg 0.1 2 O IC O to A N ONTO A W A N mEO 30a t n o � m g S a V z N 0 m m O , .Ai A A A O-g F a O 4�n 3 O Sr' 3 Z A A 3 $ o A s FMB. RYP.) A W N � Fy1 Oo SO f V O O� n A m m g Z P. -ppui ui 9 � at, L Na.E3E09 11/29/17S • = g PRODUM IOwV... .. By: 6'FFt ,P Pn '�/ONAI 5 o THERMA-TRU FlBERCLABS DOOR Lyndon E NF. SchmIdt G;O♦ a y N CONSUITPNIS.F��Ljjjltt 2 11 15 17 RECESSED PMEL NOTATION JK pARi OR ASSEMBLY: 1 ] p O UPDATE TO 6M EO 2017 MC JK HORIZONTAL VERRCAI ✓L�p,O. BaA 230, Valdes, FL 33095 NO DATE BY m S CROSS BECTIONS (2X BUCK) phone No.: 813.859.9107 REVISIONS PBPE CA. No. 9813 O ao1 s R.w. ewwieo coeeuur.,.+s leo. \\\I111111///// �J /ice E e. z° dm A 1XBucktobem=dto nmsonry by others Conmi ( R„ X g ana 9dia - 4041 42 9 4 EBzq 7 1 8 3` a p - EXTERIOR INTERIOR Um O 9�X �1 VERTICAL CROSS SECTION 20 5 Shownw/1Xabbuck Ivi J Al. Outswing shown [IILSWI/Ig sirtulorJ �'�� w �w A E E �g NN C G o io C O U 6 m 6 7 LL 2 On H INTERIOR G ERIOR INTERIOR G 2 o ¢u n w� � U� K7 ,� EXTERIOR EMRIOR °j o 40 41 42 40 41 42 27 A m ° �—i 1-1/4°MIN. 29 1r I-I/4'MIN. are 08 02 16 6N8. prF.I EMS. ITVF.I s - N.T.S. ° JK m' 2 HORIZONTAL CROSS SECTION �31HORIZOMAL CROSS SECTION oo°av: LFS i 5 Sownw/Txa ucc Oul gshown (ln CK sMBor) 5 5 ownw IXa uc g=gshown °auroc pnswng grngmJ FL-20468.1 ' m 17 0 1S MAX E% MOR _W 1M6^OR MINOR J'////////�j INTERIOR 1 A VERTICAL CROSS SECTION 4 "%VERTIC/CC`L CROSS SECTION 6 5hown D'vect to Masonry 6 Shown Direct to MosomT Outswng onlyw/ 4-9/16'Jcmb Outsvi^g onywl 6-9/16 jamb DIRECTTO MASONRY MAX DESIGN PRESSURE: w/ STANDARD STRIKE= ±55 PSF w/ SECURITY STRIKE= ±65 PSF O r, i MMIOR lJ 1-1/f MW. FMB. nyp.) 1-1/4° MN. FMB. RYP.J E F%1ERIOR E t — 2 HORIZONTAL CROSS SEC77ON 3 HORIZONTAL CROSS SECTION 6 Outwiwing wn onyw/ 49/16 jamb 6 Offing oNywM4-9%16 jamb w MAX z //o=z 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 6 Shown D'Rect to Moso 6 Shown Direct to Mason Ouhwing onlyw/ 6-9/16 jamb OutsMng only w/ 6-9116 jamb �o c 08 02 16 _ N.T.S. en JK e: LFS 3 uavc rw: a FL-20468.1 n xr 6 a� a Notes: I. Se Item#'s17,18.32.34,35,36,37,38S,39are attached to lambs w/13l#8%2-1/2pihsu at each end. :per �� A. SaRem #'s16&33 are allached to lambs w/121#8X2-1/Z'pth sce sat each end. Se Item #151s atached tolambs utibing (2) #IO X T pph SMS at each end. � U. i SEE NOTE 1 EXTERIOR INTERIOR SEE NOTE 1 EXTERIOR %1 VERTICAL CROSS SECTION 7 Inrxing SR INTERIOR D. 07 3 VERTICAL CROSS SECTION Ouhwmg 51 SEE NOTE 1 INTERIOR SEE NOTE 1 EXTERIOR 2 VFRi1CAL CROSS SECTION �7 J Imwing SUf INTERIOR D. 1 r41 VERTICAL CROSS SECTION J Public Access Sill !ME 08402 16 N.T.S. er JK E ar: fFS 3 YDa um ° FL-26468.1 s 7 .,11 C R:IOkMsllEemra Tu FEPMANBlry]�Poeltle Vm4uG Approva6lFL-20168 wB0an FC 551mpG-mmpaLklc- 0rawinpslFL za6812o17).-UIRPENIIiL.zo9fi8.fa.Mq, 9.f iz I I 1 l6"MAX. 4"(TYP.)� � —T O.C. PP.) k n° � V 7 n m Z ITMAX. I I 4" (TYP.) 3 rn �ol _ p n O �o 14" MAX. 6' (TYP.( O.C. RYPd ' THERMA-TRU I� tii 9 m FlBERGIASS DOOR Y ? 2 11 15 17 RECESSED PANEL NOTARON JK PART 0R ASSEMBLY: R 17 jupaAw TO BN E0 2017 %BC ✓K BUCK & FRAME ANCHORING F' m NOI DATE I REVISIONS N. 43409 F. SchmlEt �� ^LOR{0!.• N409 A�i�J 7pNAIF �BUILOINO CONSULTANTS. (Av. P.O. B. 230. VCINoc, R W595 PM1one No.: 813.659.9197 FBPE C.A. No. 9BI3 InB 'M'tl 910E Q f10L1'9N YOId SNOISIA38 to t6'6991e Z •agua..va I, V S45SC '9aYl9AOf'9 'O'd11JG S7ryy30 3aVAIG&H Ike 31tl0 ON e aP ow LIOZ 0 V!9 O! 31VOd0 L{ Ll L Nf NOUVION UWd CLI 5 3N Ll SL 11 SINV1ln5N00 ONI011n9 %Al9Yf35SY NO IYVd a0n°al SVsirmue� GQIOjy S �� u ; 1P1 VaSY'd i09L108 EAv se WW-d .lu.WnmO lnnGONd d $ _� Ll/dLlll ' W!...... si' C H b oT d0 Y Y ] Z F Z y F• � IS'1 iI SZ'S6•-I ® 6 �rc O W q 2 ewvrdo aooaaiaeawln d0l Woad.SZl'l{— I'dAl)SL'dl eWVrdo aooaMooe dOl WOad SZ'1L I'dul SZ'dL n W z 2 s� a �o O0- �o � d A,tv �151i1 o � a H F O 8gg., c Nqo e W V p m Es �6 a N b 5 Z Q O S ' G 0 a° i m if t9 i u u z z % o 1'6'dN'CI'B96pL-Y1W3tltln)-(GIOLI8960L liVbh+�O -J\afi^dw^1-yef'u155 J111U09M 996DZ-TJ\A.-bddtl A��Dud.VVW -V1W3NVW10d rtLL OWayC\srya101Y MaII FERMMV- Fbrkx P dAppmvab\`L-20168MORTTi SSlmpd-Umpo0z\C- DOwt�gs\FI.204W (2017)-OURRENT\FW(AW.1-3.dm, 10.1 IST, F 1.29" —11111 1 S,V z M 1 1 $! A, n n J( hr tk > 13, z 6*p '1. 4. 0.45-1 g, S yy IS 19 1.01 0.68' A& v�! 0.75' N. 43409 11/29/1 i 1 PRODUCT. =."7. Zph,=dt DOOR �,Y, 2 M151-17RECEWED PANEL NOTAnON Oen 800BOF 5, Up�a � Gth W (2017) FBC I JK I BUILDWO CONSUU�. X Pi —L RIWP.O. Box MO. Vahloo, M 33595 o' NO DATE COMPONENTSPh-me No: 813.659.9197 REVISIONS ffl FBPE CA' No. 9813 \\IIIIII III//// . ....a BILL OF MATERIALS BILL OF MATERIALS . _U- -/1 �� i �••.... 6m ... •I m f III _ \\\\`\\ m S z e m ' m V N -:2 \�11 O a. W _ '^ 5 0 !LL mmaLL E �z cW �d rc o o � W W 4 0 � o m 0 o a a »m so N CONCREIEANCHORNOTES: zm W z o 1. Gamete ancharlocations at the comers maybe adjusted to maintain the min, edge dutance to modarjoints. § As c _ - -2. Conaeteanchorlocafionsnoterlos MAR ONCENIER"mustbeadimtedto i3a • maintain the min. edge distance to modarjoints, addAionalconaete anchors maybe requbed to ensure the MAX. ON CENIE77wervion are not exceeded. 3. Conaete anchortable: i ANCHOR ANCHOR MIN: MIN CEEARANCE MIN,:CIE49ANCO = C - :'.TYPE SIZE EMBEOMENY TO MASONRY TO ADJACENT "o ..MW �-ANCHOR TAP ONe I/P I-I/4' r IV z N--o ' ELCO 1/4' 1.1/4" 1' 4' a -08102116 _ N.T.S. ULTRACON [Tw a 3116" 1.1/4" TAPCON AS SHOWN 1-1/2' ' ona W. JK m ou m LFS ; - WOOD SCREW INSTANred NOTES: ow,µya20 m 1. Maintain amitimreventedgedaiance,Pend dufance,81'p.a. spacing of PL_204fiB.1 a o wood scmvrs to prevent the spGffing of wood. aw-L arL O ITFMi DETCRR710N MATERIAL ITEMi DESCRIPTION MATERIAL A 1X BUCK (SG>=0.42J WOOD 25 #Bx2-1/2'PFH WOOD SCREW STEEL B 2X BUCK (SG>=0.42J WOOD 26 #8x5/8"PFH WOOD SCREW STEEL C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1/4"X23/4"PFH ELCO ORIIW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD)- STEEL E MASONRY-3,000 PSI MIN. CONCRETE CONFORMING TO ACT 3010R HOLLOW BLOCK CONFORMING TO ASTM C90 .CONCRETE 26A DEADBOLT SUB STRIKE PLATE _ _STEEL 286 DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16"X3-1/4''fRY CONCRETE SCREW STEEL 29 4"X4"HINGE - STEEL J 1/4"X3J/4''PFH ELCO OR ffW CONCRETE SCREW STEEL 30 LATCHBDEAD80LT STRIKE PLATE (TONGUESYSTEM) ALUM/COMP L #IOX2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16"X2-1 /4''HVJ CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16"X23/4"ffW 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 WEATHERSTRIP (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 (USEw/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP IS PUBLIC ACCESS THRESHOLD ALUM - 40 DOOR PANEL (BOOK) - - - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (UI) - 18 OUTSWING THRESHOLD ALUM/COMP - - ' 22 #8x3/4"PFH WOOD SCREW STEEL 23 #10 x 3/4"PFH WOOD SCREW STEEL 24 #IOxI"PFH WOOD SCREW - STEEL Door Width 9'-2" Shown doorwidths - Sgde Lock or Lock... Door Height - Debut G(sheet 2ar3) 8'-0"Shown Manuel door locks a see chart regwred unless an automatic below for other operator is installed. Be +/- 3" door heights NOTE: Track configuration above the door opening does not affect the wind lead rating of the doar. Bottom Special J L End Hinge L Strdt& Shut Attachment\— Intermediate Hinge 4"+/-3"-3 Detal C(sheet 2 of 3) Detail B(sheet 2 let 3) Detal E(sheet 2 of 3) Detall D(sheel 2 of 3) This product has been evaluated per AN51/DASMA 108 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pure jambs. This product has been evaluated per ANSI/DASMA 115 for lorge missile impact and cyclic wind pressure. Supporting structural elements are to be designed by a registered professional Model Number engineer for specific wind loads. CNe08 SERF3 . - FAxQataaliNlosEnO• a lief?+ sEA&s I. seal Nfu8 VAN Cz48aa RN81 RM U4sl RAN C24]16 RefMI Si PAN Ce481 i nM81.. s?EAIES RAN PAN C2011 SERIES PAN Rz PAN R256D SERIES R2 60 SERIES PAN C2011 SERIES ANC2IM Ri?5 PAN R2580 SERIES SERIES1 PAN R2561 SERIES PAN C2415 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PeNROSfia SERIFS PAN R957?F91IFF PAN C95H SERIFS Door Wplhs Vp To Deal n Pressures + sf -p End Stile Center Sales I Hinges Center I Sdps I Hn es center I Sales I Hill Impact Resistant 8'-2- 392 33.7 Sngle 3 1- 3 1 3 1 NO 9'-2'_ 35.0 39.0 Singfe 3 1 3 1 3 1 1 YES 10'-2' 28A -31.7 Single 1 4 1 2 - 3 1 5 2 NO 12'-2" 19.8 -22.1 Single 5 2 5 2 5 2 NO 8'-2' 35.0 39.0 Single 3 1 3 1 3 1 VES This product is designed and sold by PSF. The AHJ or Engineer of ttecard is respanurle or arounumng the PSF required forany given site. Total 4 cf Sections Total p of Struts Jamb 8dds er Side 3 3 3 4' 4 3 4 4 3 4 4 4 V 4 4 4 4 4 4 4 4 4 4 _ 4_ 4 S 5. 4 4 4 4 5 5 4 4 M. S 5 4 NOTICE: These tlrawings are a supplement to the installation instructions for a standard door and only covers those press... As that vary from standard door installation. If these specific procedures are net followed the door may not perform as designed. L John E Seats.. P.E. 2560 King Arthur Blvd. Ste 124-54 IMPACT RESISTANT Lewisville, Texas '75056 - Florida P.E. # 51737 Professional Engineer seat provided only for FL#16650.6 verification of wind load construction details. Maximum.section height is 24 in. Maximum door height is 16 ft. All doors, eventhose above the tested height, are available with jamb brackets orcommercial x full angle. The m spacing of the jamb brackets/track clips should be maintained 1 2 3 4 5 6 7 8 END STILES PUSH NUT 3 24nKEND 15 Go Galvanized Steel 7,116' HINGE TEK SCREW See DETAIL K for push nut Go Galvanized Steel1/4- % 3/4' Hex WasM1er Head F 0 PUSH NUT 7/16' placement. TEK SCREW self Dolling (3 per Bottom Bracket) pSee � DETAI K for push nut TEK SCREW 1/4` X 3/4' Hex Wosher Head 1/4" % 3/4' Hex Wosher Heatl Self Drillin 6 0 g ( per Hinge)ADJUSTABLE BOTTOM BRACKET B T Galvanized TOP FIXTURE Self Drilling (2 per Bracket)NOTE TNssaewsho ldbe12 Steeplacement. Go flu located below the preptatllM hale PUSH NUT SCREW I( LOW HEADROOM TOP g ng and othrouhNehi e, antlsh,TEK % 3/4' Hex WasM1er HeadBFtAGKET and side edge e See pent. K for push nut SaI6-elf Self Drilling (a per Bracket) PUSH NUT placement. placement. DETAIL A LOW HEADROOM OM SEAL See DETAIL B sea AI K for pooh oat DETAIL C B placement. TOP BRACKET B 23n 4 3 1/4" x 3 1/4" E STRUT INTERMEDIATE STILE 18 Go 70 KSI Minimum 16 Go Galvanized Steel Galvanized Steel 1 34 JAMB BRACKET 1 12 Go Galvanized Steel o Q e SLIDE LOCK or LOCK BARS INTERMEDIATE HINGE O to o. to Go Galvanized steel ,E' IP 34" (not required with operator) o TEK SCREW D TEK SCREW BOLT & NUT 1/4' x 3/4" Hex Washer 1/4' X 3/4" Hex Washer Head TEK SCREW 1/4-20 % 5/8" Head Self Drilling (a per p Self Drilling (4 per Hinge) 1/4' % 3/4' Hex Washer Bolt & 1/4-20 Hex Washer ex Washer Slide Lock) DETAIL D DETAIL E Head&SlnftaDrmilling a DETAIL F N°t (I per Jamb Bracket) DETAIL G Stiles) WITH Axe Wneotn BRACE 0 0o ao °O a a NOTE: Details on some views omitted for clarity. 0 0 ° ° Double end stiles and end hardware may be C required on wider or heavier doors. Maximum C RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/2" COMMERCIAL For Standard, High For Standard, High DETAIL FLAG BRACKET For Law Headroom & Vertical Lift & Vertical Lifts K 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 5/16 X 1 5/8' Lag BattALTERNATE BOTTOM BRACKETS hob and lee 4 per Flag Bracket). ed"er oldere edge of the roller tattlerNOTE: Tha bosom bracket testes (spawn In 0EL91LCJ is the Ilghtest bracket available. which is set by the push BOLT &NUT B nut. 1/4-20 X 5/8" Track Bolt & 1/4-20 Hex Washer Nut I f B Nm: °f f- DOOR SON Nir. NFimol 25 Go G°Ivanezed Painted StW4 of Y (2 far Horizontal & 2 for Vertical Track) L n John E Scate% P.E. 2560 King AMur Boa. Ste 124-54 V ACT RESISTANT Lewisville. Texas 75056 Fladdo P.E. (/ 51737 32' FL#16650.s Prafessianal Engineer seat provided only for BOLT @WASHER ROLLER verification of wind load construction details. 5/Is- x 1 5/8" Lag Belt @ ygRTICFl TRACK - 2' Nominal WOOD JAHB 2" O.D. t5 G° G°Ivanizaa SteN tested. DEBCBIPTBN: A x 2/I6' La riot washer NOTE: Jamb tMCket must be The vertical wood jamb 2" Diameter Nominal in 3' Nominal 13 Go I. a150 fasteners be Counter sunk Eleven Ball Nylon -- DETAIL H r= " SEGUONALOaoR Oq or d:.et contact with the h6 (No °Pp.vea °e °n °It.nma.. g m provide oat moam�a Ten Ball Steel with surface. See jemb attachment ` ( I I OFSt4TtePESSORE a.aasoesF A arywo° n°wm). NOTE: The flat wester is not required details on sheet 3 for aHenning a Minimum Workable °I xffxxo 1 W1,20W-0110.u8-35-39 xal F for eagle mount. fames to the structure. Shaft Length Shown. ®Twee quntm buts auEeun: ma'IJ 11W.gne Bane i bxw%.R i^ MDBEL(Sy. See SAect3 SBFEP..2CF3 1 2 3 4 5 6 7 8 2 3 4 1 5 6 7 8 FASTENERTO CONTINUE F PASTHEADER F E MODEL NUMBERS E MODEL NUMBERS AVAILABLE OPENING HEIGHT PAN C2011 SERIES PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES D PAN C2511 SERIES D PAN C2410 & R2410 SERIES PAN C2460 & R2461 SERIES FIRST F PAN C2461 & R2461 SERIES ABOVE THE PAN C2471 & R2471 SERIES WIDTH PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES C PAN C2462 8 R2482 SERIES C PAN R2560 SERIES PAN R2561 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES NOTE: 2X6 mounted to Cew40 mrst be BONM1em Press, Grade 2 a betler. PAN R2581 SERIES PAN R2582 SERIES B L B John E Scales, P.E. 256D King Arthur Blvd. Ste 124-54 IMPACT RESISTANT Lewisville, Texas 75056 Flarido P.E. @ 51737 FL#16650.6 Professional Enineer seal provided only for verification of wind load construction details. DESCBIPTIOB: 4YPPNHM f01LDres" L0.3D SECTO .11dR A A L I I I - pESIGNPRFSSUREay p�l9L Pal' IflflNN06 WLZOW-0110.08-35-39 ass. F sal am, By ws afllE aBtM: 39Me flFY.aPrE mrs iq®rhemir, MDDEL(S): S.Shcct3 SHEEF.30F3 1 2 3 4 5 6 7 8 FLOOR 2 X 6 GRADE 2 OR BETTER SOUTHERN GM PINE JAMBS. BEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON CENTER SPACING 4•m1m OPENING WOOD JAMB ATTACHMENT MlMnun MFMun MUM1nun PYwY[b Shp�,yy� FBSIBnO! Types EMmG•Lmrt ph0rwo Sgrlq SSryOa rin�l MN.2500 P61ro Tapmn�fPLU6) 2• 250' S.00' ?4' S51 4000 PSI Concrete 1/4'w/1'0 wa3M1er BwMan Pro 3/B•laBwl nre•o0 wasrrer 1.50' 1.SM 150' 2a' 620 spmae vl�Ptr �'�s wl 1.50• t.SM 150• za• 462 11re'00 v2.4ier CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING: PRODUCTS 220 West 0 Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category; Subcategory: Code Sections: Properties: REFERENCES Enti PRI Construction Materials PRI Construction Matedals PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Materials PRI Construction Matedals PRI Construction Matedals PRI Construction Matedals PRI Construction Materials PRI Construction Matedals PRI Construction Matedals PRI Construction Matedals PRI Construction Materials UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLG (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLC (TST9628) UL LLG(TST9628) UL LLC.(TST9628) Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, C EDITION (2017) Roofing Asphalt Shingles 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Physical properties, Wind Resistance, Wind Driven Rain CREEK Technical Services LLC (ANE11669) .4 Report No. TAP-043-02-01 TAP-051-02-01 TAP-054-02-01 TAP-114-02-01 TAP-117.02-01 TAP-130.02.01 TAP-131-02.01 TAP-165-02-01 TAP-280-02-01 TAP-303-02-01 TAP-307-02-01 TAP-314-02-01 Rev 2 TAP-315-02-01 TAP-317-02-01 02NK9507 04NK24366 05NK28006 06NK03898 08CA59132 09NK07896 10CA50498 1 OCA64882 11 NK14014 12CA24551 4786110543 4787043752 4787148748 TBP15001.3 18355-R4 Issued September25, 2017 Standard TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS.100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 TAS 100 ASTM D 6381 TAS 100 ASTM D3161 ASTM D 3462 ASTM D 6381 UL 2390 ASTM D 7158 ASTM D 3161 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 ASTM D 3462 ASTM D 3161 ASTM D 3161 ASTM D 3462 ASTM D 3161 ASTM D 6381 ASTM D 3161 .ASTM D 7158 ASTM D 3161 ASTM D3462 Calculations Year 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 1995 2008(2013)el 1995 2016 2010A 2008(2013)e1 2011 2016 2010A 2016 2016 2010A 2010A 2016 2016 2010A 2016 2008(2013)e1 2016 2011 2016 2010A 2017 Tines 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. REEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite GlassSeal@ 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 715B, 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 D3462. Glass -Seal 12-114" x 36", ASTM D 715B, Class H self-sealing, 34ab 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@ 13-114" x 39-318", 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 13-114" 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. Heritage@ Vintage@ 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. Heritage@ 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 36-3/8", 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 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D3462. 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. TBP15001A FL18355-R4 Page 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (Vvit): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Vew): 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. 15132 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 manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Nall Ares Figure 1. Elite Glass -Seal & Glass -Seal V 4 Nail Pattern (Non-HVHZ only) NAILS Butt Edge 7ff i-1/81, ,7ffn i-1181, Figure 2. Elite Glass -Seal &Glass -Seal 6 Nail Pattern 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 quallty 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 Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) & Heritage@ Woodgate (Dallas & Frederick) Basic Wind Speed (V,m): Basic Wind Speed (Vasa): 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: 15132 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation Instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZONE �._� COMMON —. BOND FXPOSU RE 5-5/8" 12-1 /2" �-12-3/8" -►�- 12-1 /2"-►I �1" Figure 3. Heritage@, Heritage@ Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON .� BOND EXPOSURE 5-5/8" 1" j-7-1/2'ijf-7 Figure 4. Heritage® & Heritage@ Premium 6 Nail Pattern 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 productattributes that are riot specifically addressed herein. , ®CREEK TECHNICAL SERVICES, LLC I TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ COMMON BOND �`—lT EXPOSURE 5 5/8" — I± 1-YI �7-1/2+7-1/2+73i8+-1/21t7-1/211D �t-1" Figure S. Heritage@ Woodgate 6 Nail Pattern PAINT' 7-7/8" 6-1/8" 11 Common Bond Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern DO NOT FASTEN ALONG EDGE OF COMMON BOND Z n OF Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nall patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 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 Heritage®Premium Basic Wind Speed .(Vui): (Frederick) Basic Wind Speed (V",d): Deck.(HVHZ): 51 1 "LA TBP15001.4 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. 15132 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 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 "6 Nail Pattern" detailed below. NAIL ZONE/ ---+_ 12" -►�-11 "-� �--1" Figure '6. Heritage® Premium (Frederick) 4 Nail Pattern (non•HVHZ only) NAIL ZONE/ COMMONBOND EXPO RE 5" 11 ' *G� 9"—P+- " 91/2" I4--1 n Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern FL18355-R4 6of11 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 Heritage@ Woodgate Basic Wind Speed (Volt): (Frederick) Basic Wind Speed (V,re): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ): 5-1}a 1 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's applicafion instructions when installing shingles at slopes greater than 21:12. .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 "6 Nail Pattern" detailed below. r-1 T EXPOSURE 5" 1J f 1r J 11"—12-3/8" - 11" —,+I k-i'l Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non"HVHZ only) ZONE/ MON BOND 5 1/2 FEXVOSURE5" 1°� � 9-1/2" �►�3'�9.9/8"�3'+�t 9-1/2" "'� 4�1" Figure 11. Heritage@ Woodgate (Frederick) 6.Nail Pattern TSP15001.4 FI 18355-R4 Page 7 of it 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 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 Heritage®Vintage® Basic Wind Speed (V„„): (Phillipsburg) Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope:. Installation (HVHZ): r 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. 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 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 manufacturers published installation instructions. Shingles shall be attached using either 05 Nall Pattern" or "6 Nail Pattern" detailed below. Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only), Figure 13. Heritage® Vintage® 6 Nail Pattern TBP15001A FL18355-R4 Page 8 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 Hip & Ridge Basic Wind Speed (Vu„): (Frederick & Joplin) Basic Wind Speed (Vow): 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. 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. 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. Direction of prevailing wind exposure Figure 1 ��F�aBstener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) ►xposure TBP15001.4 FL18355-R4 Page 9 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. i 0 GH��K TAMKO BUILDING CREEK Shingles TECHNICAL SERVICES, LLC Vintage®Nip & Ridge Basic Wind Speed'(V,,,): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vase): Max. 150 mph . Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 In. plywood or woodplank for new ,construction; Min. 15132 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. 7116 in. OSB existing construction. Underiayment: ' ' In accordance with FBC requirements. Min. slope'. 2:12 and in accordance with FBC requirements. Installation:. 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 � r ! • �j Fastener Figure 2 rigure a Figure IS. Vintage® Hip & Ridge (Phillipsburg) (posure TBP15001.4 FL18355-R4 This evaluation report is provided for State of Fiorids product approval under Rule 61G20-3. The ma Technical Services; LLC of any product changes or quality assurance changes throughout the duratic This evaluation .report does not express nor imply warranty, Installation, recommended use; or other specifically addressed herein. 10 of 11 Ich this report is valid. attributes that are not. CREEK TECHNICAL SERVICES, LLC 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 It 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 manufacturers publishedapplication 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 61 G20-3. 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. R. No 74021 STATE OF ' W Z %�0��So(0R1OP N /CNAI 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 manufacturing 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. Priest, 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 produot. END OF REPORT 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. MIAMIZAADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidede.amr/ceanomy 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 MUIMMADECOUNTY 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 Test Name/Report Test Identifier Intertek-ATI TAS 100(A) F7517.03-801-18 Date 07/08/16 NOA No.: 16-0510.25 Expiration Date: 08/17/21 Approval Date: 07/28/16 Page 2 of 4 APPROVED APPLICATIONS Cutout: Installation: Net Free Area: LIMITATIONS: 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. 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 comers, and approx. 4" o.c. 1" from the outside edge of the flange and 1" 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 %2". See details drawings herein. Seal all seams and nails with roofing cement. Refer to manufacturers published literature. 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 MIMWADECOUMTY Expiration Date: 08/17/21 FEZ= Approval Date: 07/28/16 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART // ITEM I RED DESCRIPTION MATERIAL MAT WT 0201-501 1 1 DOME .0323.0025 X 28.50 X 28.50 5005-0 AL 3.250# 0201-502 2 1 BASE .032t.0025 X 20 X 23 5005-0 AL 1.840# 0201-503 3 1 RAINSHIELD .019i.0025 X 19.50 X 19.50 5005-0 AL .913# 0410-501 4 3 BRACKET 16 GA. X 1.250 X 7.580 GALV. STEEL .195# 0201-507 5 1 SCREEN .028 X 5 X 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 MIAMI•DADE COUNTY Expiration Date: 08/17/21 n I Approval Date: 07/28/16 Page 4 of 4 \1 1 KININ 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 F1.10626-1112 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 Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`h 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. Trinity) 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 'Trinity I 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 OCA ANE1983 The facsimile seal appearing as ..thanked by Robert Meminen, P.E. on 03/31/2015. This does out serve as an electronically signed domment. 5lgned, sealed hardmp[es have been transmitted to the Product Approval Administrator 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 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. NTINI-ry 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 TAS 103 1995 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity 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 O1/07/2014 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(TST5878) 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(TST5878) Physical properties GAF-275-02-01 11/11/2010 PRI(TST5878) Physical properties GAF-349-02-01 06/19/2012 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) 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) Physical properties 3077464-02 01/09/2006 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) Physical properties 10NK11990 05/18/2011 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 ]CC -ES (EVL2396) IBC compliance ESR-1322 01/01/2014 UL, U.C. (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 Libertym SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.2 StormGuarde Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. StormGuard® Film Surfaced Leak Barrier Is also used as a secondary water barrier to seal roof decks. Exterior Research and Design, U.C. Evaluation Report 01506.04.08-R12 Certifrnre ofAuthoriroticn #9503 FL30626R12 Revision 12: 03/31/2015 Page 2 of 8 -J TRINITY I ERD 4.1.3 UnderRoofm 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 UnderRoof'" HT High Temperature Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self -adhering SES 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® %T Mat. Surfaced Leak Barrier is a coated -mat -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.2 Mechanically Fastened Underlayments: 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 Underlayments: 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 Ruberolda Mop 170 FR) is a granule -surfaced, polyester -reinforced, asphalt - applied SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 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. 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 Underlayments 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: TABLE1. ROOF COVER OPFION_S �.^Nail-OnTile Asphalt Wood Shakes& Slate or underlayment Shingles Foam -On Tile Metal Shingles Simulated Slate VersaShield• Fire -Resistant Yes No No No No No Roof Deck Protection Liberty-SBS Self -Adhering Yes No No No No No Base/Ply Sheet StormGuard• Film surfaced Yes No No Yes No No Leak Barrier UnderRoof" 2 Polyester- Yes Surfaced Leak Barrier Yes Yes See S.5.1 No No Yes UnderRoof-HT High Yes No No Yes No No Temperature Leak Barrie( WeatherWatch• Mineral Yes No No No No No Surfaced Leak Barrier WeatherWatch°%T Mat Yes No No No No No Surfaced Leak Barrier Yes Ruberoid°Mop Granule Yes Yes No Yes Yes See 5.5.1 Ruberoid• Mop Granule FR Yes Yes 5.5.1 No Yes Yes see Exterior Research and Design, LLC. Evaluation Report 01506.04.08-1112 Certificate of Authorization #9503 FL10626-R32 Revision 12: 03/31/2015 Page 3 of 8 5.5.1 5.6 �l TRINITY ERD "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) IAdhesive Option(s) UnderRoof" 2 Polyester -Surfaced Leak Barrier 3M" 2-Component Roof Tile Adhesive AH-160 (FL6332) Ruberoid• Mop Granule; Ruberoida Mop Granule FR Dow TileBond (FL717) Allowable substrates are noted below: 5.6.1 Liberty'" SBS Self -Adhering Base/Ply Sheet StormGuarde Film Surfaced Leak Barrier; UnderRoof " 2 Polyester - Surfaced Leak Barrier: UnderRoof" HT High Temperature Leak Barrier; WeatherWatche Mineral Surfaced Leak Barrier and WeatherWatche XT Mat Surfaced Leak Barrier. Self -Adhered to Deck: ➢ New untreated plywood; ➢ Existing untreated ASTM D41 primed plywood. Ruberoid® Moo Granule and Ruberoida Moo Granule FR Asphalt -Applied to Deck: ➢ ASTM D41 primed structural concrete. 5.6.2 Liberty'" SBS Self -Adhering Base/Ply Sheet: StormGuarde Film Surfaced Leak Barrier UnderRoof" 2 Polyester - Surfaced Leak Barrier: UnderRoof' HT High Temperature Leak Barrier: WeatherWatche Mineral Surfaced Leak Barrier and WeatherWatche XT Mat Surfaced Leak .Barrier, Self -Adhered to Mechanically Attached Base Underlavment: ➢ ASTM D226, Type II felt. ➢ StormSafe" Anchor Sheet - Ruberoida Mop Granule and Ruberoida Moo Granule FR. Asphalt -Applied to Mechanically Attached Base Underlavment: ➢ GAFGLASa #80 Ultima"Base Sheet; ➢ Ruberoida 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 Tvoes: ➢ ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlavment 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 Design Pressure = -45 DO. ' 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: GAFGLASa #80 Ultima"" Base Sheet or Ruberoida 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: Ruberoida Mop Granule or Ruberoida Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-1112 Certificate of Authorization 09503 FL10626-R12 Revision 12: 03/31/2015 Page 4 of 8 \,rTRINITYIERD 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: GAFGLAS® #80 Ultima" 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 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; StormGuarde Film Surfaced Leak Barrier; UnderRoof" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT 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, UnderRoof" 2 Polyester -Surfaced Leak Barrier, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left. exposedfor longer than 180-days after Installation. 6. 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 45°F and rising. 6.4 All metal surfaces shall be primed with Matrix" 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; StormGuard® 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 underlaymentand exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 LibertVTM SBS Self -Adhering Base/Ply Sheet: 6.6.1 Install LiberWm 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 %:12 and 6:12, 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 Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at Y. to'/. gallon per square. Prior to removal of release film, align sheets properly starting at thelow-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" D.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. , Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R32 Certificate of Authorization #9503 FL10626-R12 Revision 12: 03/31/201S Page 5 of 8 �I TRINrry I ERD 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 StormSafe"' 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 manufacturers 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 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 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 StormSafe" 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 tile 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 1/161h to 1/8`h inch thick trowel application of Matrix" 201 Premium SBS Flashing Cement. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R32 Certificate ojAuthorirotion #9503 FL10626-R32 Revision 12: 03/31/2015 Page 6 of 8 �l I KINIIY `ERD f 6.8.5 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 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 manufacturers 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 TopCoat® FlezSealT" 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 aoolications, 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" HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above. 6.10 WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® xT 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 deckjoints 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 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-feet apart. Use a hand roller to firmly bond side and end laps. 6.10.5 For non -tile aoolications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafe'" Anchor Sheet in accordance with Section 6.6. 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 01506.04.08-1112 CertiPrate of Authorization #9503 FL30626-R12 Revision 12: 03/31/2015 Page 7 of 8 7. B. 9. "TN INITY ERD 6.11 Ruberoid® Mop 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entityfor information on plants covered under Rule 61G20-3 CIA requirements. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (847) 664-3281 Exterior Research and Design, LLC. Certificate o)Authorixation #9503 - END OF EVALUATION REPORT - Evaluation Report 01506.04.08-R12 FL10626-R12 Revision 12: 03/31/2015 Page 8 of 8