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HomeMy WebLinkAboutNOA'S•-•'^'-""^"� MIAMI-DADE COUNTY e 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) mvw.miamidade.aov/economy P 70 IndustrTechnology Dr FILE COPY SCANNEp 1070 Technology Drive North Venice, FL 34275 Q BY SCOPE: F�r��..�} r� l o f _o t) © e St' Lucie county 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "BR-710" Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMFDOE COlail'Y NOA No. 17-0411.06 A, � - Expiration Date: December 21, 2021 1,31 ZSI Z.1'i Approval Date: August 31, 2017 Page 1 PG`I`I]ndustries—Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 FEC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTm spacer system and XL EdgerM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTI,-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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 FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PG t-Industries.—Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX.aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014) and FBC-6t6 Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03109116, signed by Ishaq Chanda, P.E_ (Submitted underprevious NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro et Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 �rn(nn LYE sP � ��rs� 0°m°"� instn!/ iinl�nt l61 PJr-o 4AVN�, .m.r¢...w+r..+..a�..emm.... a.mmrmmavum Lllatlma WiMoxS and HUMeane SM1upers d....m.tOJ. Sprtn FST Lake WOM Fl. 19000 a�....56151}8)00 ...mma-••..nn+.weru� 1.amrme. WwCnuMpuyaw.m:.svm¢m6mm[m¢mav�w'+ b . [UNe+nm++n.sc :`��tl:�yvsm.v�.�im.:a awa�s uau ut ��sm Ar+g.a. sr�t�R=mm�m d.a+Cflm[]etmIDs>aa[:[p�maaa6b 6ak 99 .+mz.o.e+v[mn m+.�mvm.u.vw.nmomt md1�aL®eC¢�M1i4wYmF] aF1oNa m.+wm.m,®.e,.�smwa.m.J�a.rJUn m--LJ - 4 Jq� R�_nitng t� ema ttirr.u-+r-.wmaa..a..�rv�o � o-sawmmmmurc.m®mm®v.¢� .. xaj_dl }�oeens you saap uoi leui sad (9.3 u ai;a au u oa a(iw!s3vS oN (4.3 nsne (L'3 IuaS ION aged NO 1 'd }lnsq (s)Vd 3A2 Ci �➢Pm' 4/IY HIG 01N11 ra e.w Y. PflOI ON�\jCf9f�i� Ufn M1 oVN azis (isw_3 -xew PaPaalx3 (5.3 i aAsuv ON (9 -9 (is} aui( io an Bu EH (l '9 zo„a uoseaa ------------------------------------------ LL6M9 Xl A,owaw RIZ uoi}eui}sap apoW 'ON alij MS:B 6106 ZZ uer :awll�a}e0 (z ( ( Wtl00:6 610Z 'ZZ'ue6 ) }iodaa }lnsad uoi}vaiunwwoo x 1 'd PGT-Industrie�Iric. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration. Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTFIERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. orge M. Plasencia, P.E. Pry uct Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I IMPACrFATNe 1 De51WpFZS5u6ERAnND 1. GLAZING OPTIONS: (SSE DETAILS ON SHEET 2). 1 LAROE55MA NSS1LE VARIESFEROFMO0 . A 5/16' LAM[ CONSISTING OF (2) DTES OF 11W ANNEALED GLASS WITH A.090' PVB INTERLAYER IMFACTRESISTANr SEE SHEETe B. 6/16' LAMI CONSISTING OF (1) LITE OF 118-ANNEALEO GLASS AND (1) LITE OF 11W HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. C. 5116' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. 0. 7/16- LAM[ CONSISTING OF (2) LITES OF 3116-ANNEALED GLASS WITH A.000- PVB INTERLAYER, E. 7/16' LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH A.090' PV13 INTERLAYER, F. 7/16' LAMI CONSISTING OF (2) LITES OF Sills" HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER G. 13/16- LAMI IG: (1) LITE OF 1W OR 311V ANNEALED (MIN.) GLASS, 5118' OR 3/8-AIR SPACE AND 5/16- LAMI CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A.09W PV13 INTERLAYER- H. 1311W LAMI IG: (1) LITE OF 11W OR.3116- ANNEALED (MIN.) GLASS, SAW OR 3/8' AIR SPACE AND 6116' LAMI CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. 1. 13/16' LAM[ IG: (1) LITE OF 1W OR 3/18' ANNEALED (MIN.) GLASS, 511W OR 3/8' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090- PVB INTERLAYER. J. 1811s' LAM[ IG: (1) LITE OF 1/8' OR 3116-ANNEALED (MIN.) GLASS, 3116' OR 114" AIR SPACE AND 7/16-LAMI CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A.090' PVB INTERLAYER K. 13116" LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3116" OR 1/4' AIR SPACE AND 715' LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER L 13/16' LAMI IG: (1) LITE OF 1/8' OR W18' ANNEALED (MIN.) GLASS, 311 W OR 114' AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. 2. CONFIGURATIONS: �M XO, XOX . 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FlL-4858, FT-4859 AND F L-5330. ELCO ULTRACON NONE ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1' SUBSTRATE Anchor Group AnchorType Frame Member Subatram Min. Edge DlmanTe Min. O.G Dlemnce Min. Ernbedmentor Metal Thlckneee A 2, Stee SMS Gr. 6), (min. o73 decade beyond MOW cld2Rmte) All out em P 7a(8G. D. 5) 18' la" 8083-T5 Alu adman 318' 8/10' 118" A30 Steel a Or. 33 Steel Stud 319, S/18' 0.045 18 GO) B 1/4-Elco U6mLbn® Jamb Hollvs Block (ASTM COO 1-w 8' 1-1/4' All ConcndS min. 285 ke1 P 4` 13/4' All Southern Plna SO=0.55 1' 1' 1-3/8' 114' 410 SS Elm CmleFlox 4D All emahem Pine 91 = 0.55 1' 1' 13/e` C 1/4' 410 SS Elco CmleFI" ® Jamb HDllos Blxk 9Tb1 CBII 2-717 8' 1.7/4' All Concrete min. 3.35 ksl 2-U2 4' 1-314' TABLE 2: M.mda MIn. FT MI.. F. Steel Seen, B2 ko1 120 k.1 Me. LAVeCon 0 165 k.1 1n MI 41D 68 Elcc Ore deft 0 127.41m1 769.7 k.l BOS1-T6 Aluminum 7o 141 22 6089-TBAluminum 251ol 30 kN A0e8 SD lol 581oi Gr. 33 SU*1 Stud 33 kel 45 Fcl 1)WHERE SU85 RAT CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENTTABLES IN THIS APPROVAL, 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES! STANDARDS USED: .2017 FLORIDA BUILDWG CODE (MCI. WH EDRION .M14 FLORIDA BUILDNO CODE (FBC); MH EDITON -ASTM E130D09 .ANSVAFBPA N05-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN M =.ADM4015 .AISI SI 612 .ALSO 380.10 NOA DRAWING MAP SHEET 1 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORZ- SECTIONS............ 4 CORNER DETAIL .............. 4 PARTS LIST............... -...... 5 EXTRUSIONS .................... 6 INSTALLATION ............. _.. 7 DESIGN PRESSURES ....... 8 ANCHOR QUANTITY ........ 9-11 No. 58705 1/2* NOM. GLASS BITE 5M6' LAMINATED GLASS 7/16- LAMINATED GLASS EXTERIOR INTERIOR* (ALLSECTIONS) 111111////// 13/16' LAM[ IG GLASS W/ 5/16' LAMI GLASS TYPES: A. 5/16- LAM] -(1/e-A.090'PM 1/8-A) B. &16' LAMI - (118' A.090' PVS, I1W HS) C. 511V LAMI -(1/8' HS,.090' PVB, 1/8- HS) D. 7118' LAMI-(3116' A.090- PVB, 311SA) 1/r NOM. GLASS BITE I--1-1mrwm. 13110' LAMI IG GLASS W/ 7H6' LAMI E. 7/16- LAMI-(3/16-A..OW PVB, 3/16' HS) F. 7/16' LAM[ - (3113-HS,.090' PVB, 3/16- HS) G. 13N6' LAMI 10. 1/8' OR 3/16-A (MIN.), 5/16' OR 3/8' SPACE, 5116- LAMI - 0/e' A, Ow PVB, 118-A) H. 13/16- LAMI IG-1/8' OR 3116' A (MIN.), 5/16' OR aW SPACE, 5/16' LAMI -Ott. A.c90' PVB,.1/8' HS) I. 13/18' LAMI 10 -118' OR 3116' A (MIN.), 5/16- OR 31W SPACE, SAW LAMI - (1/8' HS,.090- PVB, 1/8' HS) J. 13/16- LAMI IG -1/8' OR 3118' A(MIN.). 3/16- OR 1/4' SPACE, 7/18' LAMI-(3/16' A,.090' PVB, 3/16-A) K 13/10- LAM[ 10. 1/8' OR 3/16-A (MIN.), 3/10- OR 114' SPACE, 7116- LAMI-(3116-A,.090', 3118' HS) L 13/16'LAMI 10- 1/8' OR 3/16' A(MIN.). 3116.OR 1/4' SPACE, 7/16'LAMI -(3/16- HS,.000', 3/16' HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERE01.O. GLASS CAP. BOTH THE DP AND ANCHOR OUANTfTY REMAIN UNCHANGED. *PVB"- KURARAY TROSIFOL® PVB INTERLAYER WITH OESICC KODISPACE 4SG TPS FOAM EM. GLASS , DURASEAL(D s, SPACER sTRUCTaw Sw 1/4'NOM. DEBIC EXT. GLA T. GLASS SUPER 0 SPACERWNXTT" XL EDGE"' &SPACER Part# Descr)plan 65 KOmm&dIng4SGTPSSpacerByetem 88 Ouenex Super Specter n%rwIth Hat Melt Butyl87 a Divan Duraseal Spacer BB Cerdtnel N-Edge Spacer EYPlmllnn 1 MAX. DLO VENT 64 916MAK DLO FIXED — — q x T�T — — x -- — -- — -- : o Ir. 110' MAX. WIDTH I.F. FRAME 4�— 11-MAY WIDTHFLANGEFRAME S I Di F L DETAIL B - XOX (114-1/2-1/4) DLO FZD � -DLO VENT- 63° M _ FLAN A F A AI I IAA, )ALL 66, MAX. DLO CONF ALL XED VENTS 62' MAX. TES I.F. FLAME X ALL CONFIG. C MAK WIDTH I.F. FRAME ' 74• MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 273hr 2738' MAX. DLO MAX. DLO VENT I I FIXED 0D D D 667/1G'MAX. WIDTH I.F. FRAME— j ----067116-MAX. WIDTH FLANGE FRAME —�1 DETAIL C -XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET4 FOR VERFICALAND HORIZONTAL SECTION DETAILS. U. SEALANT OR GASKET 3E AT HEAD AND SILL E G. -- 43 I.F. FRAME 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) Expiration 3aMn:N QC GE THIS SHEET. I S 'nry 09 c O ^ O K o I� O N lV J z w IFE��II� � o OO E: w ®8 w Y gg tc O y = O c J W 2 t No. MI HE] FLA FR/ l: SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR MAX. VENT DLO EXTERIOR MAX- FIXED DLO ---�( MAX. WIDTH (FLANGE FRAME) 19 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. l EXTERIOR HEAD (VERTICAL SECTION, I.F. MAX. VENT OLD Ft Ftr Unn .3/ 7;WCHMIm SHEET. ( TH6 0 o O N 0 z rim d' n i w pp L OneE: z Q Z C ® J F � M y �L O N y = O C y6 O � n U o y mt m.o w t111111111/p P }i•: No. U70 ' BIMDWGWIRD DFSCRIPMN MATL PG1W 1 4102 A FIANGEFAAMEBEAD 6063-TEAL 612237 2 1 4025 1 SASH SKIP STD ANTI LIFT CLM 6063-T5AL 6177A4 3 9SX3/4PRPANHPAD 7934AA 4 4053 SASH STOP ODVFR ASHS7'O 6063-T5AL 6 4136 1 FIANGEPRAMESBL 6063-T6AL 64136 7 4137 1 SDLADAPMIL 6063-TEAL 64137 8 4131 1 ROITERTRACK 6063-TEAL 64131 10 71298 WEEPHOLECOVER POLYPROP. 71298 12 1626 AD13)HNEOPffi4 CBILFOAM PAD 7PAD1626 13 4001 1 A IFIANCEFRA1,0JAMB 606.3-TEAL 612215 14 4134 1 IGA=FORMAINFRANMSHLYOINT 74134W/K 15 I155 #SXI.000 UADPN.SMS 781 A 16 4110 G SCREENADAPTOR 609-TS Al, 641100 17 4054 B IFUM&CEnNGRAIL 6063H)TUAL 64054A 19 4066 WSiP. 187X230FINSEAL 64066G 21 4105 SASHTOP&BOTrUM RAU. 6063-TSAL 612240 22 1683 I IWSTP.-MX 270BAM FIN SEAL 616930 27 1225-11 IROLMHOUSINCI&GUIDE 42112HD 24 226 BRASS ROLLERWHEEIS BRASS 7BRWHI2 29 4128 HORIZONTALROLLERSASHTOPGMB PMYPROP I 441M 32 4006 D SASHMEETINGRAIL 6063N5-TEAL 64006 33 1235 wsip,.i7ox27uRAcyFlNSEkL 6IS16G 35 1096 ISWEEPIATCH DIE-CAST 71096 36 1016 I#BxmsplLplsms 7858' 37 1 4126 1 [SASH SWERAR. 6063-T5AL 64126 38 1 16M 1 IWSM-MOX 270 DAM FIN SEAL 616830 39 7070 BULB WEATEERS=.187 X 275 67070K 40 LWTRAILUDVFRCAP 74078'C'LORR 41 1 4139 1 ILF.FRAMEHHAD 6063-TEAL 64139 42 4140 !f.FRAM85BL 6063-T6AL 64140 43 414] LF.FRAMEIAMB 6063-T6AL 64141 50 1 1 GfAZII'IOSBI DOW 79I M. 9950RGE7700 51 1224 VINYL(3AZE.OB&1DHUIB 6TP247W 52 I115 VINYLCLIZINGBEAD RULE G[AZINGBBAD-511E 6TP248K 33 4039 B 64039E 54 4044 B GL4ZINGBEAD-511E W/GREI,XTT AL gCEO63-T5AL 644703 5ACdAZINGAL 64222 9"C CRAZINUB-7/I6"W/GRBLRTT AL 69M 59 4067 GLAZINOBEAD-L'VIE 6063-T5AL 6WO 60 G'IASS 511E IAMI Vr A .090 PVA 1/8' A 61 511E L4MI H8" A .090PVB L/8" IN) 62 J/1EIAMI 1/8" .090PVB Iff HS 63 7111E IAMI IC' A .090P 3/16' A 64 711E LU& /1EA.090P 3/16' 65 7/1E LAND 1EHS,.MPVB,3!16'IM HEM DWG# AEV DESCRIP'I1ON I MAIL I PGIM 66 CEASS 13/16-LAMIIGUB"A 3/rAMSPACF, 511E LAW UWA,,093PVB, 1/8^A 67 13/IELAMIIG1/8'A IN. 3/EAIRSPA L16'IAM[ V8'A.WOPVB U8"ILS 68 1311E LAMIIGUB'A IN.), 3/8'AIRSPA 511E LAW rHS.090P I/8'HS 69 13/1CfAMIIG3/16'A . 5/16'ADtSPAM5/1CLUU(VV'A.090PVB.IIVA 70 13/10LAMIIG3/IEA 5/1EAR2SPA 5/16"LAMI I/rA.090P U8"HS 71 13/16-IAMIIG3/lEA . 5/16-AIRSPA 5/16'L4M7 1/8' .090P IMU 72 13/16' LAMIIGI/WA IN. 1/4" AIRSPA 7/16' LAMI /16'A .090PVB 3/IEA 73 1311E LAMIIGI/8"A . U4" AIRSPACP 7/lE LAMI /16'A .090P 3/l6°ffi 74 ° L3/1EIAMIILiUB^A IN. U4"AHtSPA 7/IOIAMI /l6'15.090PVB3/16'F 75 LVIEIAMU&MEA IN.), V1EAIR SPACE. 7/1EL"U /16A.090P 3/1EA 76 13116'LAWTO-VlEA ., 3/IG'AIR SPA 7/16°IAMI /1EA.090 3/1EH 77 13/16"LAMIIG3/1EA IN, N16'AIRSPA 7/IV fAMI 16' .090 3111E 90 1014 Sl1iffi4FRAME &V81L 3105-H14AL 91 100 SOffiEi CORNERKRYWHlING9 POLYPROP. 92 1631 S01FP70DRNPRREYW/OUPRIN(B POLYPROP. 93 1073 SCRE27SPRING SM. W 1624 SCRFPNSFUNE-.135 DL1. FOAM PM PVC 95 1635 SCREEN SPLINH -.135 D1A. HARD PM PVD 96 SCREEN CTATR T2.784 I.9488 qg I.F. FRAME JAMB W4141, 6083-TO r z.710 2.824 .082 4� I.F. FRAME HEAD 94139,6063-T6 qp I.F. FRAME SILL 94140. 6063•T8 2 P I.3UYC�nTyREVYSED 9u WI., �eEew�M Me e�armn NOAi .. 17-0411.08 n,Ptmnen Dot. 12/21/2021 9y Mt.m re C.nW 12NI7:CN MDONDNG S9 MNS. &O m O y fJ N y C) C s m , m 0 CJ h rq N La OO d m ykU' O 2 K .sa m o = 7 * 1 N4.58705 2 3. 179 .08. : ]173 06 L-2.71 177::i — 1.(22 O FLANGE FRAME HEAD #4102A, 6063-T6 L---{—.062 .490 T—{---1.451-� O SASH STOP 94026,6063-T5 II�� 062349ry 21 SASH TOP &BOTTOM RAIL 94105, 6063-T5 I .050-- .678 (1.096—IT 54 GLAZING BEAD. 5116" #4D44B, 6063-T5 (USED W/ GRILL Krr) O FLANGE FRAME SILL W4136, 6063-TB L°62 437 i 1.46 O HORIZ. ROLLER TRACK fi4i31, 6083-T8 2. 7e .08 I�II�7 32 SASH MTG. RAIL 040DBD, 6063HS-T6 O5 .6T78 ,.Bee 666666 l—.li I 55 GLAZING BEAD 7/16" 04222A, 6063-T5 1 1.187 .0 3. D DD O FRAME SILL ADAPTER #4137, 6083-T6 i. 87 Ilya —�{r I—.062 11-«7�403»y� 17 FIXED MEETING RAIL #40548,6063HD-Te 37 SASH SIDE RAIL. 94126, 8063-T5 .060--I .678 1.115"1'�T 56 GLAZING BEAD, 7H6" #985C, 606345 (USED W/ GRILL KIT) IIII P -73f —T O SASH STOP COVER i14053, 6003-T5 F--r-2.7B4--I T3 I 1.062 13 FLANGE FRAME JAMB #4002A, 6063-T6 �� 676 1.096 IS)GLAZING BEA . 5/16° 94039B, 6083-T5 i.683 050 T-1 1-1.097 59 GLAZING BEAD. 13/16" 04D67,6063-T5 E" Im9"n 3 7.. SHEET. ~Yr SEE ANCHOR TABLE, SHEET 1 ?EANCHOR i SEEANCHOR LE, SHEET' TABLE. SHEET �SEEANCHOR TABLE,SHEETI ix WOOD BUCK, r NOTE 1 — AX MAX SHIM 2x WOOD BUCK, NOTES: 1 3/8' MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 IF2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2KARE 111T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE ol� OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY N(. HAVING JURISDICTION. 2.FOR ATTACHMENT TO METAL• THE METAL STRUCTURAL MEMBER SHALL. BE OFA PRODU( 0.11dipglHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN Noa-No._ IN THESE DETAILS FOR 2x WOOD BUCKS. e.plmmn SEEANCHOR I SEE ANCHOR TABLE,SHEETI DETAILA TABLE, SHEET DETAILB 3.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 1/4- MAX SHIM SEEANCHOR TABLE, SHEET 1 4. 0.131' DIA, MIN. 21/2" NAIL AT CORNERS AND 5- O.C. TYPICAL DETAILS G. H & I. I/4' MAX SHIM -+I Imo- SEE ANCHOR INTERIOR I TABLE, SHEET (JAMB DETAILS E, F & 1) EXTERIOR 2-12' MIN. EMBEDMENT SEEANCHOR e'IEXTERIOR RIOR TABLE, SHEET ' �•'. .<4 SEEANCHOR (HEA&SILL DETAILS A, B, C,D�flH) TABLE, SHEET i 2x WOOD BUCK, NOTE I J I 1XWOOD BUCK, NOTE 1 spr unTce — DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEEANCHOR' TABLE, SHEET SEEANCHOR SEEANCHOR TABLE, SHEET TABLE, SHEETS 1/4' 1/4' MAX MAX SHIM SHIM � SEE NOTE 4— SEEANCHOR 1 318' MIN. 1 •�� TABLE, SHEET SEE ANCHOR TABLE, I I SEEANCHOR 2xWOOD , •SEE ANCHOR TABLE, SHEET SHEEP 1 TABLE, SHEETI BUCK, 2-112' MIN. EMBED DETAIL C NOTE I DETAIL D MIN. EDGE {.— 518'MIN. EDGE DETAIL H (.HEAD) 4. o @ I2N °Rj w O O K OJ k N N `a . Zmju ' *w owa � Z W rc w O O 0 = w p U 4 o r_ K = I. 6W MIN, EDGE4N�`�ceNSF 2-112-MIN. SEE NOTE •- EMBED31IE0F" DETAIL I (JAMB) ;ONALI15 Onl CINI COA�IC CC(�TI(f AIC 0.LYNN N6LFA, GLASS TYPES: A 6/16' LAM[ -(1/6-A,.090' PVB, 1/8' A) B.5116'LAMI-(1/8' A,.090' PV6,1/8' HS) C.6/16'LAMI-(i/6' HS,.O9(' PVB, 1/8' HS) D.7116'LAMI-(3/18' A,.090' PVB, 3/16• A) E.7116'LAMI-(3116-A,.09W PVB, 3116' HS) F. 7/16' LAMI - (3118- HS,.090' PVB, 3116' HS) G.13/10' LAM] IG- 1/8' OR 3116'A(MIN.), 5116' OR 318" SPACE, 6/16'LAMI-(1/8' A,.09W PVB, 1/8' A) H. 13Ff6'LAMI IG-118" OR 3/10' A(MIN.), 5/10-OR3/8• SPACE,5/16'LAM]-(1/B' A,.090' PVB, 1/B'HS) 1. 13/16' LAM[ IG- 1IWOR3H6'A(MIN.). 5116' OR318' SPACE, 5/i6'LAMI-(1/8' HS,.09W PVB, 1/8' HS) J. 1311S' LAM[ IG-1/8" OR 3/16' A(MIN.), 3116' OR 1/4' SPACE. 7118'LAMI-(3116- A,.090' PV0, 311W A) K. 13118-LAMI I0-1/6'OR3/16'A(MIN.),3116'OR114- SPACE, 7/16'LAMI-(3/16' A,.090' PVB, 311W HS) L 13/16- LAM] IG - 1/8'OR 3/18' A(MIN.). 3H6'OR 1/4' SPACE, 7/16'LAMI-(3116- HS,.090' PVB, WIG' HS) NOTES 1)FOR WINDOW SIZES NOT SHOWN, NEXT LARGER WINDOW IN TABLE. FOR FIN W OVERALNDOWS,, SUBTRFLANGACT TABLE SIZE T V FROM WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 3) FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 4)SEE GLASS TYPE DESCRIPTIONS ON 9HEE72. DP(paQ m, D, E,F, J,K n.0 mo 0 •6.0 no .7&01.76.0 no +7&0 1 .78.0 4.0 .76.01-n.o PRODUCT REVI a "WyI.Sgwlth th Bu1lEinp Cotle Now-N0. 17-0411.06 T E plraUaa Dare 12/2112 z ED Florl6n 021 no .7&046A n0 +16.01-nA n0 .76a I46.0 no +76.0I46.0 AO .7flo 146.0 0.0 +7&0145.0 no .75.0148.0 a.o +7&0148.0 Mlam oPr un Contro ao +76,01- .0 4.0 .76.01-76.0 O=017:UPDATEDTw9l.E 1§I no +75.01-7&0 0.0 .16.014e.0 nD +T&0IR&0 nD +75.01-7&0 0.0 .71101-76.0 d m O -1 m 0 �Z� m ma d E W zi O D' Z O O = 3 0 m S 0.0 .7&01.76.0 no +moo-&0at 0.0 ai&01-160 m iV 600 6.0 .7501464 0.0 laol-Ma 30 .iso -rho 0A .]&01 O0.0.7&01-mo-75.0 O.0 .Mol &o .-76.0 7&01-W 0.0 .7&01-76.0 w0J W (jj m Z (9 0 0.0 .T&01-]6.0 LL O m ImH 04 .7&01-i&0 0.0 .76.0/45.0 aD .7&01-76.0 O OA H&DI-75.0 Gw .76.0 45A 0.0 .7601•I6.0 0.0 +7&0146.0 H Z 0.0 +7601-7&0 0.0 .]&Ol4&0 0.o +7&01-75.0 m I- = - 0.0 +7&01-no 0.0 +7 0-5.0 00 H60146.0 10 +M0145.0 10 .7&0146.0 La N&OI-]6a Ofl .7&0145.0 -7&w1-16D `101III Il1l/II/ `��aONY LYN/y�7g7 Q 1; DEN U 8F-•� 7` •O -A �O�•.- sA7E F i��s'•,�OgID7`.%-6\``\� 'bSAONAL Edpr AIL(/6A��7�dE PR166 W *= : �` y� la 7.o .7&01-7&0 lD +7e.o/-76A 10 +7fi.0/-]6.0 10 +76.01460 &0 +M01.7&0 to w6ol ae.D M .7&ol-no 3.0 + s.D 4&0 1.0 +16o/46.0 l0 +7&01- .o 10 +M0/46.0 l0 q&0 46D zo D 4e.D to +7&al4s.o Aneharafanae>%ODrOX whh geo6Types A, B. C, 0, H 81 (%0.91 YAOA Ow,e9 fYiyd Ntl0 aD N+Wd611 A .bnb I Ma 0r H® Am 8 J I M*i Cm Ilmaa Bl G Jam 3r S' 2 1•Q•l 2 1H 1 2 AT 5}uB' 1 2 1•Q.1 z .QH 2 1 2 HQ.1 2 1.02.1 2 e0' BB' 2 HQ+1 2 1+Q+1 Z I.M.1 2 1. +l 2 I+QH 2 n ]! 2 iM2.1'� z Ha+1 2 r��2 2 HQH 2 BQ•1 2 3r 1 2 1H +t 2 HQH 2 4B' /HQH 2 HQ.1 2 i 2 I.a.1 2 1.Q.1 2 i 2 i•a1. 2 NQ.1 2 1.Q.1 2 1.Q.1 2 2 I.Q+I 2 7-Q.1 2 >r 388a' 1.Q+1. 2 Ha+1 2 HQ.1 2 {d !3V! 4Q+1 2 HQH. 2 1.Q+1 2 1+ 0 2 I.Q.1 2 NQ•1 2 aP I+Q+1 2 I.Q+1 2 1 2 1'd R ]! I.M.1 2 1+ 0 2 I+QN 2 NQ.2 2 I+Q+1 2 .Q•1 2 Nf2.2 2 I.a.t 2 t+Q•1 2 3r AV HQ.I 3 1.Cb1 3 I+Q+I 3 AT a w 'HQH 3 1+Q.1 3 1+Ml 3 I+Q•1 3 Ha41 3 1+Q+1 3 O 1.1Y+1 3 1.Q.1 1 3 1 1.Q.1 3 ad >t ]! 1H2.1 3 1.Q41 1HC1+ 3 NQ# 3 I•Q•3- 3 1§1 39 NQ+2 3 I.M.1 1 a 1 14Q.t 3 3r 5033' 1H 1 3 1.Q.1 I 9 I I.Q•1 3 4S Mr 1+5+1 3 1.Q.1 1 3 1 1•Q+1 3 NQ•1 3 I.Q+t 3 1 H75+1 3 Bl 9a• UU+t 3 1•Q l 3 1 1•Q•1 3 H,S+I 3 I+a+1 3 1.a+t 3 ]$ ]! $0+2 3 I.M.1 3 GQ.1 3 NQ•2 3 JM.t'. 3 NCA1 3 3r E{' Hr l 3 I.Q4 9 1.Q•1 3 {g 53V! .HC1+1 3 HtPH 3 HQ.1 3 HQ+t 3 HaH 3 NQ•1 3 ett e! 1+Ot+1 3 1K +i 3 I+QH 3 1.00 3 1.Q+1 3 1•GN1 3 7? ]! NC32 3 1+Q0 3 1.Q.1 3 N6 2 3 1H2+1 3 1'O l 3 Jr 1+12.1 1 3 HQH a {V 5 Af! HQ.1 3 1 t.a•t 3 i+Q+1 3 I+Q.I 3 HQH 5 1.QH 3 BP 11a' HQH 3 1H2•l 3 I.Q•1 3 HO.1 3 1-a l 9 T. 9 IT ]! 2+012 3 1+12.1 9 1.C4+1 3 2+Q+2 3 1+0+4 3 1.Q•1 3 3T Po• I-ml 3 1+QH 3 1H2.1 3 4S nv! I.M.1 3 1.22.1 9 1.Q.1 3 1.0.1 3 HQ.1 3 I+GN1 3 ea' flat. 3 HQH 3 1+Q.I 3 aa' 1•Q+1 3 I.M.1 3 LQ+ 3 FIT:] Nf3.2 9 1M0 -3 HQH 3 NGHI 3 I+QH 9 1.Q.1 3 mn .r000nal .,XOor OX wHh Gh. TYP- D.E. F,J, K a L (ynr 11"Na OaN Z' Arch We(n69 A Amb .NJnr PnWB N•Nn6D Jmb MMGat00 Hala6a Ama ar 2! 1MSH z 1 1.0H 2 NQ.1 2 4! Ha+t 2 i+tlH 2 1. -1 2 1.a+t 2 1+CN1 2 t+a+l 2 N. or LQ.1 2 uwl 2 14MI 2 I.Q.1 2 t.@a 2 1.QH 2 t2' ]{• 2HR42 x I.M.1 x 1M1.1 2 2.CN2 x I+Q.I 2 IK2.+ 2 A• ]! 1+02+1 2 1 a 1 2 '. .l 2 4! 5}1A' HQ.1 2 14Q.1 2 1M +1 2 i+CNi 2 1+ 0 2 1+02.1 2 e! e9' t+tl.1 2 1+CN1 2 1. +t 2 I.Q+I 2 I.D01 2 1.G2+1 2 7w 2! 2•Qb2 2 I.M.1 2 1.M+1 2 MQ+2 x I+QH 2 1.L2N 2 2r aaal! x 1Q 1 2 1.=.I 2 1! !}LT• 2 I+Q+1 2 1+ +1 2 2 1.0 2 1.M., 2 or MM2 2 I+a+1 2 1+=+I 2 e! 'rl 2 i+a+l 2 »Q+1 2 x 1.Q.1 x 1-f l 2 2 HQH 2 1+ON1 2 ar M 1+Q.t 3 1WR.1 a I.M.1 3 {6' 311I9• 1.LN1 3 1+ -1 3 1.U+1 a LQtl 3 1+ .l a 1.5-0 a eY 1.Q+1 3 1. 1 a t.Q.l a 06• a• 24• LQN 3 1.a+1 ] HQH 3 2•Q.2 a twxH 3 +.a•1 a NQ+3 a !+Ml 3 1+CN1 a Sr' AV a34A• fLNa' i+Qa. a 1.Q+1 3 1+Q0 3 t.C2+1 3 1+QH 3 1.Q+1 a Ha+1 a I+a+t a I-m-f 3 63• r4• 1.G•1 ) 1+Q.1 a 1+a+1 3 bp+t a HQ+t 3 I.M.1 3- IT 74• 2+p 2 3 1+C.1 3 1+ax.1 a 2.CB2 3 i4QH a HQ+I 5 ar - 56• HQH 3 1•Q.1 3 I.W a AV as1A• w BA 1*7l 3 1b 1 3 4.aH 3 1.CN1 3 t.tl.1 3 uCbt 3 1KH1 3 1+tl.1 a t+CNf a 1.f3.1 3 1•Q.1 3 Ib0+1 3 Tr I! R.CN2 3 1+a2+1 3 I4 a rNON2 3 UQH 3 14M12+1 3 ar BP I.Cbt a 1 I+m 3 C 3 47 b}f/! e! D 1 3 f+C l 3 1+1 3 1 +GH1 a i+Q•l a 1.C+f It a 1.0l a %.Q.I a HQ•1 3 er TV IV t+G i a ! (=+! 3 1 D 1 3 21.2 3 I+m.t 3 1.G l a NW-2 3 f.Q.l a ara W {V] T- t a a 1+Gt+t 3 1•Q+t 3 a eP +tl l 3 1+Q+f a m 3 a 1+QH a 3 2.CN2 3 1.0.1 3 3 NG1+2 3 1.Q+1 3 a TABLE KEY; O X i+C2+1 3 ANCHOR QUANTITYPER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4° MIN. O.C. ANCHOR SPACING) L 83/4'MAX --.i (-4° MIN.,10.1/2°MAX. x B' MAX X O MTG. MIL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) IRTjtEF I)WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD S SILL: 101/2• MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4• MAX FROM CORNERS. JAMBS; W MAX FROM CORNERS AND 22 I1r MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3)OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS GAP. BOTH THE OF AND ANCHOR QUANTITY REMAIN UNCHANGED, 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. Fled. n ❑ @ o 0, mF Z�O p F� t3 LLai fl nw D1DI � oz K W 0 ® O O Z 00 a jI. ; No. 53205 Ott: ��• --- - Anchor OuantItlaa, XOX, 1D-10•ID with Gloss Typaa A. S. C. 06 H 41 Owd NIb, caerl iopa 1 ArclnrOmyA A NeGmups A sr4mwo I Hasiasm I.oeo Nuaasm Jrae .... Jaeb 4r fi}1M X NQN•nr1 x fa ON 1 2 1+p•i.Q+f 2 1a 1+4m+1 1 1+CN1+Q•1 2 1.QNM2N 1 EP 6r 14Q+I•QN 2 I+QNsn+l 2 taQNrCMt F 1+Q+I+CM1 2 I+CM141=2+1 2 1+n+11CN1 2 TY 1.Q I+CM1 2 1.¢•1.QN 2 1+Q+1+CM1 2 a1• CaTAr I+Qr1•CN1 2 f•Q+NQN 2 1+QN+Qr1 1 1.C2r1.01r, 2 1.R.1.RN 2 1+CM1•CM1 x W asva Sr t+Q i+QN 2 1a¢•1+CM1 ] 1.QN•C2.1 2 t.Q.l+¢•1 2 1.CNt+Q+1 2 1+Q•t+CNt 2 or 1•CM1.R+1 2 HQN+LM1 2 t+Q+MQN 1 6a' )P 1.C2+1.QN 2 I+mI+n.1 2 1+m l+CMI 2 I.n.I+QN 2 1+CM1+CM1 2 1+RN+nN 2 M' 6a)Mr NC1N•Q•1 1 t+CNPQN 1 HQN+CNI ] I 91•CM11 2 1+nN+CM1 2 iNm+1M 1 2 342 12 t11.r+nQ+N+11++CQQHN+1t 2 i1 I11++QQ 1.m+1..1 1 t•Q2 1Q+IQ1 2 1.n.,+M1 2 H,.CQMNi•aCcMM11 12 aQCCM 2a2 N.NI 2jl+M+1�1 1¢+IQl 2 M0M1N1 2 18 iQr1Q.l a a lM1+Ml ] I.Q.CMi a 1• +21 a I.Q+uRrl a 1¢0+1nl a a ]+RNQ a 1+n+MM1 a ra a ] 1.+Ir ] b1ms-". 'Ur apIJaia• 1nl+¢N J M1Un ] a t•¢+HCMI ) B6a1p1r +It CM1 14CMI+Q+1 ] t+QN+n+I a TV 1.Q.1+C1N a aQN•QN a MQ.1+Q.1 a ap ,,"Ie• I+QN•Qrt a 1rCNt+Q+1 a MQrt•CMI ] 1+QN.CN1 a HCMf•Q•l a VCMMQN a 41F Nsw W' IMlrl•GM1 a 1+Qr1+¢+1 a 1-111+1 •1 a faCbl•CMt ] »CNI.QN a »Q•t+C!•t a 8a 1+QN•RN a NR•/•RN a IrQ+t+¢•, a or Te 1+QN+17,1 a 1+CMMC2+1 a t.=+, G, a YQNaQr1 a .MHI-+1 a 1rn.+1,QN J N' LwTlir 1+nN.CMI a I+CMl+R+1 a I+¢+1 Q 1 a 1+QN+QN a 1+CM1rnN a Irn.t•Qa1 J 4r fi111r Ja le¢ i CNl a I+CMf•CMt a 1. 1+ 1 a 1+Q+M¢N ] MCMI•nr1 1 ] 1.CMI.CM1 a ea 1+QN+QN a i+CM1.CH11 ] t.n.1•Q•I a 8P TP faCM1+Qa1 a taC4+I+R.1 a 14CM1+Q.1 J 1rnN•CMt i bCM1aR+f a 1+CMI+Q.t a Y 6ama• i•R•NCSN J 1+CN1+Q+1 a 1rQ•1•QN a 1+QN+CIN ] 1+C2.1+ ] 1aQN•CMt J 4C 614C 9Y 1.¢N+CN1 a 1+CM1•CM1 a I+QNa ] H¢N+¢.1 J 1WY.1•CMt a 1• CNi1 a � N' HCMI+QN ] 1rCN1•CM1 ] 1aQr1+C2,1 ] HQN+Cl+1 a 1+QN+QN a 1+Q.+1+CM1 a TC t+cM1+nN 1' 1M.2+1•Q.1 a CM1 J JP i+Q.l+C2+1 a 1+nN•CMt M1 s aaAfa' 1+CNI+CM1 3 1+QN+QN 3 a i-2R51- 1;CM1•CM1 a Anchor Out1n1W}a, XOX, 10.10 -,0 wNh Glass Typo] O, E,F, J,K 6 L O++n2 md, Luna Haim I ArclormnlryA otartup Mw a Arcbl#aPC HuJE3m .ano (WJesm Jram Hoo lm2 Jamb b• 154A' 2r I+n+1r 1 2 1.n+11QN 2 IaQN+Q+I 2 4pN•CNt : 1+QN•QN x l+nN+CMI 2 fia Jr HQ+1•CMI 2 f•QN.QN 1 MQ+MRN 2 t+¢N+CN1 2 I+Q.,.Q.1 2 1•C8+1.M+1 2 2 HGbQN 2 taCMt•QN 2 M• James tan+I+ i 2 bQ,t•QN 2 1+Q+Mn+t 2 1•R4UQ0 2 ACZrl n l 2 un+t•R,l 2 b' mix T 1r 1+ +t 2 1rQr1•nN 2 1+Q0+Qr1 2 1+¢•IrCt., 2 1+nN+Q,I 2 1+CM1•RN 2 n' 1+R.1.Q.1 2 i+Qrl+R.l 2 1. 0+¢N 2 BB• TI• H¢N.n+l 2 t+nNrcM1 2 1.CM1+n+1 2 1+Q.1+¢0 2 1aRN•¢N 1 1+C1+4RN 2 &' Ja)/Ir M5.taQ•1 1 tr¢N•QN 2 I+n+l•Q.i 2 1• 1-M-1 2 1•R,LaNI 2 HRN.RN 2 b' 63Na• 4aam• Mn.l•Qq : 1+Q+1rC2,1 2 1+02.1+nN 2 1.50.Q+1 2 f+Q•INS•1 2 1 1a 0 2 JT Jr »d.1+QH 2 un+I+ .l 2 HCHHRN 2 UQr1.QN 2 MRN+QM 2 I+CMI+RN 2 re + +1+Q+i 2 i+ +,. +1 2 1.nN+nN 2 J{• 887IIr ,+Q+1+¢N 2 1+nN•nN 2 1+fc+iCN 1 I+Q+aR•f 2 1+QNrnN 2 NQr/aQN 2 sf2• +S an.,+C3N J t+Qa.n•, ] t•CNt+R•1 a oP I•n•1+nN ] 1+QN+QN ] irOlai,4+1 J Tr )V 1.d.t+CNt ] 1•n.t.nN a 1,C2.1rR•l ] Hn+NQN J MQ+HQ+, J 1+C2N•QN 1 JP 06TItr NRN,QN ] 1.=.I Q+, J 1.C1+IaCN1 i MCM1+nN a 11Rr1+QN 0 ,+p•1.RN a 66wr ,cM•C1a ] a MW p.f+Qa 14QNQN a •¢+1+.1 a aJaa 1Mb•C¢CMMN11+++QnQNNH x]]a 1+010.l a 74. 11r+QRQNN++¢g.N1 J aM ]a % J 1.CM,+¢N a. 1.=+I Q.l a b• a4r1a x• 1+CM,+R+1 J 1•CMHRN a IrC2,HQ+1 J aJa ] 111«+ MCN,.R+1 ] a 1Wrw¢.1 a T u.M1.RnNN JJ .M.1Q+ ] 1+¢.4.Q+I a 1+%=+1 3 a dR aJ] Qa•+1a14+Q1Q=..N1t MIM1.•CnCNM.11u+Mpd4Nr+111 ] 1 a 1¢NQ0 a ]sa• a 1Q1Q1 a a 1.C¢..1 a J 1CIn1a eP I+Q•1+Qr1 ]' 1+QNrQ+1 ] I+CMI+CMt ] T4' 2H a 1+¢+1+¢•1 a I+tlN1pN ] i-m i PQ++QN 3 1+QN.CM1 a &' 9aT/1r 1rpaHdH a irQ+bn+1 J 1+CM1rCM1 a l.CH1+qN J f+Q.t+mi ] HQrI.CMI a b' a}12• w 1+CMHRN a 1+pMrnN J 1.CM1+d.1 i I+Q+I+t3+1 a 1•R.1•ttMt J 1M1+1•nN ] ea' Jr 1M1N+QN J NntlrnN a PC2,1.nN ] I+pN+p11 a ,+C2•I+Q•f J 1.Q•M¢N 1 74• MR 1.GM1rpN ] 1+in. +n.1 s 1+QN+CM1 ] MpNapN J 1+QN•¢.1 ] 1. 0+nal a Ja71111' NgzFm 9 1+Q+1+¢N ] l+¢NaQN 5 TABLE KEY: X O X 1+C3+1+C3+1 3 -ANCHOR QUANTITY PERJAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS 0) ANCHORS AT FIXED SECTION. (0) ANCHORS TOTAL AT HEAD AND SILL (4' MIN. O.C. ANCHOR SPACING) 2S 3/4' MAX fI •-. J F-4' MIN., 10.11Y MAX S' �' X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX FROM CORNERS. JAMBS: B'MAX FROM CORNERS AND 221R' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT• GLASS TYPES G • L SHALL HAVE ATEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. 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IIV p¢w.cNt a 1.¢+b¢tl 3 Nwo¢N.¢N 3 ®1 b11 3 3a 1+.3 33 11+..+I1a 1N+¢¢++23++m¢.N1 a 1.Mk+3N1 3 1+¢.NazN 1 2 1+¢+3+¢.1 a 61tT aV M' 1.1"3.I+CLN a N¢.1.¢.1 3 1+ 3 I.F1+I.C2N a 1+¢.t.m+t a 21t+ l N0.1-MA 3 rr N' YT 1m1T rw-1 LIV 4CN1.¢•f 3 i+¢NMbI a ¢0+¢+1 a 1+aN 3 N¢+I+tlN 3 1N@+1+¢N 1 ] 1Na.>+GNI a I 1.¢N.¢N 3 a 3 Nt+¢¢+4INQ2NN 3 INmI a I¢42C2.1 a 1+2.a2.1 3 I13 1.¢+1 a +0.2N+1 a nw W w 2r alt ,m ff 1tlpt 3 1¢+1 3 a3 1.¢ . I¢.I a 1.¢+1tl+ 1+m2.ml 3 Vmll¢.1 3 I+NIKN 3 I+GN2+m+1 a 1+¢N.¢.t 3 I+aNt+¢•I 3 1HYN3.57a 1+ 3+ .¢N 3 t+tlN.¢N a 34 I 3 .a23 1.31¢ I+t +1 a 1m' 111' %+ 1+CN3.ISNt 3 1 5 Nm+1+¢N N G2+=N vCN1.GN1 a I.¢+1+tl+1 3 I+arx.m+I 3 a him• r a 1'.1 3 1K+I¢I 3 Y ImNItli ab¢.N¢1 3 a NgN+¢ a1+P+NC1 iW13 3112f�l t.d¢+1.11.111 ta,MrW1'• C Im 1+m+Nm.11 a 3 Imi 3 1+tl3i a N¢NK1N a TABLE KEY: x O x 1+02+2+02+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHORAT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL (4- MIN. O.C. ANCHOR SPACING) 25 314' MAX. 1 -�{ [--4-MIN.,10-IWMAX L 1 f a' MAX x_ - _o x MTG. RAIL, TYP. EXAMPLE CLUSTER W1 QTY. OF(2)ANCHORS (SHOWN IN TABLE. KEY ABOVE) :Tayfi: 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD S SILL: 1012' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 253/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. e pintfen MIAMI•DADE MIAMI-DADS COUNTY mmump 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 ACCEPTi=E (10A) _ _ _ w .miamidade.eov/economy PGT Industries, Inc. 1 L C V/ , F Y 1070 Technology Drive v r �'CAN North Venice, 4 7 I (.� N€� SCOPE: ` ©�— � ` 0 O S� LucgY This NOA is being issued under the applicable rules and regulations governing the use of cokqu*ja materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04112/13, with revision C dated 06/06117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name -or logo, city, state, model/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# 16-0619.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. rnnrfwane coOrrrr /% NOA No.17-0614.11 Expiration Date: February 19, 2019 ! vo r/0 Approval Date: October 12, 2017 Page I FGT Industr3es,-4nc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasean spacer system, Super Spacer® NXT rm spacer system and XL Edg&rm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06Y07116 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NOA No. 16-0629.14) 2. 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 FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PG`I Industries, Ina NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014) and FBC-61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07108/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07104/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. P uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 Pam' Industries.. —In NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-61' Edition (2017), dated 009/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Statement 2. letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09116, signed by"Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. I3-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 034I05.0.1) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02119/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLOR DABUMING WOE. INCLUOINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). 48-TIP-TO-TIP WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIN0430RNE DEBRIS IN THE I-� 4T BUGKWIDm - 4d-1/4'VISIBLE REGIONS. FORINSUTATED GLASS INSTALLATIONS ABOVE 3D L� ,y - UGHTWIDTH H . WE OUTBOARD LITE (CAP) MUST TEMPERED. ]) FOR MASONRYAPPULATIONS IN ,,,-,ACE COUNTY. USE ONLY MIAMI-DATE COUMYAPPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE50111IIEAN PINE,ASTM CSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER MCHORTYPE 4)ALLWO0D BUCKS LESS THAN J-1W THICK ARETO BE CONSIDERED SHEET[ 1X INSTALLATIONS. IX WOOD SULKSANE OPDONALIF UNIT 19 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDA52X L ARE 141 TIUGKORGREATER. IXANDZ.KBUCKS(wHEN USED) SHALL L_ BE DESIGNED TO PROPERLYTRANSFER LOADSTOTHE STRUCTURE. WOOD BUCK DESIGN AND INSTKLATICN ISTHE RESPONSIBILITY jr,,, OFTHE ENGINEER, IEOR) OR AR(>TTECT OF RECORD, (AOR). O.C. S)ANCHOR EMBEDMENT TO BASE MATERIALSHN-LBE BEYOND WALL DRESSING OR SNOCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT 19 USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE S AJ.ED. OVERALL SEAUNOIFILASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYCt43 WE SCOPE 1 OFTHESEINSTRUCU(>Ci. 1 _ 6) MAX: 1/4' SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRINO APPLIED LOADS. WG00 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6'MAX THE WINDOW. 7)DESIGNPRESSLIRE9: A NEGATIVE DESIGN LOADS BASED ON STRUCNRAUCYIXETE9T PRESSURE, FRAME ANALYSIS AND CLASS PER NEW E13M. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL? CYCLE TEST PRESSURE, FRAME ANALYsl9 AMC GLASS PERASTME1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ABC. 8) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RUST WE VANDLOADS CORRESPONDING TO WE REQUIRED DESIGN PRESSURE. THE 33.IA%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE LB LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 0)REFERENCES: TEST REPORTS FTLLN35.3850 B 721Y. ELCO ULTRACON NON ELCO CRETEPLEX NO, ANSVAFBPA HUG FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABL_ 10) WE 720 SERIES USES A PVB INTERLAYER,THE B20 SERIES USES AN SO IMERLAYER. THE 720 AND US SERIES MAYALSO BE REFERRED AS THE 701 SERIES CODES/STANDARDBUSED: .201] FLORIDA BUILDING CODE IRCIL BTH EDITION .2014 FLORIDA BUILDING CODE (FBC), 5m EDITION .ASTM E130009 .ANSVAF&PA NDS-201S FOR WOOD CONSTRUCTION .ALUMINIM DESIGN MANUAL ADM-2015 .AI51 SIM12 .AISC3F0.10 43'BUCKWMTH dE-iJb'VI DI ' UGH T W DI w Mm. P,.. e..�wi, I e'MPX DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE 9HEET926 RATED FOR LPftGE 85MALL MISSILE IMPACT RESISTANCE 48'DUCKWOTH 46IWMSIBLE LIGHTWIDTH SHEETS Bg' SHE1ETi SHUT i G, SHEET9 BULK I 9fi' HEIGM } BUCK ' - — L r---- NEIGM T-- B2.,N• VISIBLE 1YMAX. / 9S.1J4' / :UGHT O.0 I / VISIBLE I / HEIGHT / BS / HEIGHT HEIGM TIP -TO TIP I L. I, J HEIGM O.C. I MAX TYP. FLANGED FRAME ELEVATION RESTED UNIT) FIGU SHEETS L DNS_.._.._.._........._..,_ , DETAILS .............. _. 2s ARE SSURES..._......_. 2.5 1 Y O.0 mm FLANGE_ .... ... 6 MAIL AION, EO. FIN AG._.. T I \TION. IRA. FIN A_..._... B 'I/till iABSE NT.FIN B...........0 .ASSEMBLY.,.....-....._._ 11 6, ON PROFILES.............11. r TYPO oeeeAptl4n 1 2 w1B'Lc L16'M-.OBO'PVB-M1C H9 MiruMuI-IfITLM 16H3-.O-7116'-Y1S'145 0 14116'L aM16'M-. d LK1 IlI-TJ1fi' f-0I18'IsmL 1019116'T-0Ilfi'AV-3/1S 1D-. 6 ]MB'IArt1 16M-.OBV 90-L18'M 6 7l1fi IeM 16'HS-.090'BG-11fi'M ] 1-1/16'L.ml.Z 16'T•T/16'Alr-91CM-.D e t-1/18'laml. 03 18'T•i/1B'Alr-M18'M-.D TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) T I� 12'MA%, O.C. 2'MAX �- SMPX.O.C. TYP. FIN FRAME ELEVATION {TESTED UNIT) 2' MAK EETB EETB JR-06/06/11-UP ATED .. ANCHORAGE TO BC 1117. s WSI9lE ` ) 96 RE 1: 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBINOTHE SHAPE INA BLOCK MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THETABLES ON SHEETS 2-6. J� f ANCHOR SPACING TO BE 6' MNL FROM CORNERS AND fY O.C. MACPORALL CURVED FRAME /J MEMBERS.9EE FIGURE 1,mISSHEET. / I WIDTH I_ WIDTH --i 1—wlmH—i I— WIDTH —i 1� 1 I I I I I I I I I I I I I I I I I —WIUm -i I'— W5m1--I F-- NOW —i I— WIDTH —I S 2 I p y� 4�� {L p T,1 f p 1 L01 OBO'PVB-M16'H9 2 1 1 1L_ J LL J 09D'PVB-116'H9 5 r_ _ _ - I-- — --I F--�m —iI f— wlDm --i Tir 1� 11� 11/ 1�y 90'SD-3'1B'An t O I / 00'SO-3I1B'HS , [3 'SG'-'KUHARAY-EN1-1-L IN lvu N c. nURAAAYAMERIOA, INC. x x 'PVB'.'I4URARAY TROSIFOLO PVB IMERLAYER' 0Y KURARAY AMERICA, INC. W Z S 5m N Y 3 v wa N a .w N N� m (O w N ,A OJ ZTr LL $ Z yI 0 ve .d�. V (] 0 0 M IQN y0 n � `v Z Z 0 OZv Q LL j J O W e8 lea�5 ® $ w� Z Z Zs vow LL C " n G w n3 LL � II1, ,%1% LYNpN ��114�0' L10ENg�.�V� �J N.. 68705 Window Design Pressure (4/-, psq for Wass Type i Rv Skis 0ii) .ire 72 78 Bo 1 e4 89 1 92 90 tas I IN lmv2 30 0.80 ./a +180 1 .180 ./8o H80 •/AO .180 ./80 1 .180 1 ./a 32 .180 •180 .18 .I .8D .8D .Im .180 480 .180 +180 31 .f sO +180 a 8 •180 .180 +IAD .1m •180 •IA] ..739 .1-N.4 30 •-00 ./80 ./b0 N-90 •/80 ./ED a1-09.7 .1.712 .111 N-T3.4 .LR2 3B •180 +180 +I80 HH0 fHO +l-mt HJS2 H726 +/.i0.3 H99.5 .1ffi3 40 .180 +f80 •180 H.mB .b 1 .-i1.3 .l •/85.1 7143.1 H41.6 42 •l8 +180 780 ZTJ7 .1-14.3 ./-71.3 •IA12 HA4] HBLa N 0.8 ..W2 41 .I80 a18o H.TB9 .fAS4 H.T21 HBSB •/.H3.8 +IA22 Hb9.i .105 ' 49 H80 ./AD .2 +bme .1-10.1 .1880 0815 H8D3 HSi.T m1 1/80 H.ie3 .1-75S H-T/A ./A63 4l o M.. •1 50 HAO HA.5 +I:M H-m3 H80.] ./Aal p 52 7791 .I-m8 1724 Ias .IA3.1 .1A1.5 N 11 +I.71.4 H-m8 +1-105 H4].3 +/A3.5' Se +1. 1a .Fit +IASS +/A13 59 .1.742 .rm3 -, 60 •b721 •fA8.7 • H5 92 •b7l.2 •/8].1 & Hb9T .I 99 .lAfl3 e]dle .1AT Window Design pressure (Ih psq for Glass Type 3 L., 51,16 o') 5.7a ]2 m 90 B/I BB I 92 S9 103 101 1 lmV 30 .lam a .180 .1A0 ♦IAD •F&1 H80 ./80 •IA0 •/80 32 Wm 0 4/80 ..a +I80 ./m +/AU N +1 • AD 31 • Ap80•/80 .80 .1A0 H80 H80 a ./eo o HAD +wo .r.ea39 +f.90 81) +180 Hep a180 .I80 HAo .1494 +l-T9.4 +r44.3 40 +1-00 C 80 H80 +180 +180 H80 .1.18] +1735 +1m. +/Ao 42 H 80 H.0 •180 H H- H.31 +Idge H8 9 a1�2 HAD /asHA.B N-]41 U-TD3 H815 H83.0 .1� +1-9.2./Aflt •/85.1 +l •- .2 ./. as HA95 HAsa AO Y Sz H80 .FHB .180 .I-T/.T .1-m5 +A95 H 71e0 . 98. a/.itl al-T18 59 HAO ./m •-T1.5 +l-mB 58 .180 µmA +1&5A - 80 •IAD +1-A.e +IA35 82 +18o H- B 2 1 88 .T1.2 W eiAlB •-A9 GLASS ]/1NATED GLA595lACK � I USEMBERS V Y CZ FRAME MEMBERS ONLY 12{ ®1b]/e'O.O. MAR �. 49 EXTERIOR a 1 GLASS TYPE 1 1-1N6-NOM. GLASS STACK I �A 3HS' TEMPERED GLASS 7116-AIRSPACE 11 6 USEDATCURVED FRAMEMEMBERSONLY 29 ®11-T/S'O.C. MAR 13 EXTERIOR a s, 21 GLASS TYPE 3 Explmuon 097 PVB INTERLAYER -3/18.1HEAT STRENGTHENED GIJSS _L - F- LONG SIDE GLASS SITE SHORT 510E NO CHANGE; A- a i F� LONGSIDE -� 9HOR ILI IX 6 SIDE K e TABLE DIMENSIONS MAY BE 0 �B ORIENTED VERTICALLY OR 0, HOft¢ONTALLYAS SHOWN. = m U d o F- GLASS STNATED � > •' _ y Z ytW HEAT STACK EAT ISRtENGTMENED GLASS 31WANNEALED GLASS jogs- PVH SHORT �INTERLAYER _ 510E T Sir r LONG t BIOE 0 3 I1 SHOW F� \-t�ON GE No.5 SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THEMP-TO-TIP DIMENSION TO DETERMINE THE MUCKI)WENSION. )WN, RIXIND UP TOTM E NEXI'AVAILAB uell LE SHORT OR LONG DMNSION. A •, unmuen cPAT wlNnnw SITE W THE TAMLEABOWMIWWEOVERNLDIMENSIONSOOMPLFELYFTTW N. VAndm Design Pressure (N•, pai for Glass Types 2 & 4 " tg m / aT-T/a T4 EO 60 B @ S6 100 1 10442 112 fla im 124 US 132 1A 1 1 30 .Im HAo «A0 -/m Hm HAp .IAD «AD .IA0 .Im )AD HAS Hm HA0 .Im ,/m -Im +L6o +m •Im 2 ,IAU • Ao •1A0 .Im «AO HAO ./Ao +/m ./m +I40 • 60 a/m . Ao +Im .Im .Im ,im ./m •IA0 SI •/ 0 . o +/AO Hm .140 -,AD .ISO HAS HAO .1AD +AOo ./m HA .lm ,rm -lm 30 «m Ht HAo H 0 .lAD ,Im +140 .IAD .1 SO .1 a •1A9 •/AO alto - «AD ./m .Im sa Hm +Im «AO +l-0o H H40 H80 ago Hm HAo HAO NAo HAO Hm d0 Hm ,Im « .Im H60 ,IAo .140 HA0 •/AU «AD . o 12 Nm Nm Hm « +Im .IAo .Tm « ./m +rAO u ./m -Im •lm Hm «m -Im .Im .Im +Im .lm 6 M Hm m 1m .1m Hm .lm •lm oAo ,lm m Hm HAO . AO Hm AD -Im Hm �e 0 alto .m «m .m .Im +im y 22 IA0 HAD /m 400 Hm N-23.1 m 51 +IAo -lm +Ito HAo H-mA SB «m HAo am ./-mat ./m HAo 60 HAS .1 .1 H-m3 62 WAS . m 84 NAo 60 IAo Ala •/m FROM THETP-TO-TPOIMENSION TO DETERMINE THE BUCK DIMENSION. C(ORLONODIMENSION. E N THE TABLEABOVE WHICHTiE OYEM3ID WENSIONS COMPLETELYFR WITHIN. 7AWLAMIMTED L� " GLASSSTACK I .D00' PM INTERIAYER 3116' HEAT NWHEATSTRENMHENEDGLASS STRENGTHENED GLASS d 11 USEDATCURMED �L D FMME 29 FRAME 11.7m O.C.ONLY ®iLTA'OMPX� SS' GLASS &'TE 13 E ERIOR a 20 13 GLASS TYPE 2 Y-1/16'NOM. GLASS STACK mTLANNATED I GIASSSTACK 3/16-TEMPEREDGLASS �\r 11WHEATSTRENC E% RIOR a GLASS B E GLASS TYPE 4 INTERLAYER TABLE DIMENSIONS MAY HE T ORIEMEDVERTICALLYOR HORIZONTAILYAS SHOWN. LONG SIDE �— LONG SIDE SHORT 1 SIDE _� SHORT L SIpE �- LONGSIOE —� SHORT F=7 LONG SIDE SIDE 1 SHOftT SIDE A. i Winuew Design Pressure (N., psf) forGla33 Type 5 Lap N 61.718 1 72 1 76 1 re 84 1881 92 Be ire UN 109-V2 a0 .0-1254 •9W-120 +9WAISS +9W.111.5 +901-1015 +9W.100 ♦9W.f045 +951-1015 r901-1615 +90l- W7 +9W47.9 ]2 +9W.110.9 +9W.IIUB • -1053 + ASIA 4&] +9W.95i +9W423 +901�W.8 •9W-90.J N.89B +1a9 31 +9W.10ea +9W-Im +9W.98.6 +9W45.1 + .9.8 •1482 N44.4 +M.5 •4ai H-me H-0B4 38 .0.102.6 +9O.97.1 ♦9W-926 Ha0.9 H45.5 •1426 +/d97 +b .2 H-75.1 +T 734 •I.TL2 38 +901-9&4 +91K92.2 +I487 .1ffi2 +/-00.7 +12111 0.75.2 +1.715 +I.T03 +I-W5 a/ .3 40 +60/.94.0 +I4B2 +14 s al-P3.e •1772 •1743 7.T1.3 Hel.O Halt +/d1.8 •W-U3 +1A.4 .4.3 +71.3 •de2 4U +aid +1a.242 M •1493 +182.4 •1.789 N-764 HA21 +/Z89 +/&50 +f422 .16B7 ♦-STS fi 48 +1454 /as +1-77.2 tl-TSB +1-10.1 +/4&8 Ha85 +1a63 •IST.7 P48 +Idd aI-Ta3 +I. Be 771.B •4&3 +-049 +/b15 2 50 +1409 +i-ITS .1-74.1 •I-T0.3 Ua&7 7141 +1a97 52 +6 41 +.T .6 • . 2. +Id&8 •145.1 +141.5 54 +IA.I +I.na +/-70,5 N47.3 •/4 B FA +.72 -A6&6 +14E.3 re •1-12 +1aa, +fay 82 +I.T12 NLf. 80 HBB m.VI .l8> Window Design Pressure (♦/-, pet) for Glass Type 7 63 B 19, sr -Ile M 70 eB e1 08 IN ea 100 101 10- BB .Ba.1 ]7 .°A'-195 .dY.t26 .�'-12z.e .�-n9.e .rel-tte. .W-11r . 115.e .60/-nz> .DYVQ9 39 +SW.IX +9w-II9.1 +BW-10.8 +PWd14.B •BOIA11.5 +By.10B.1 •GW-IM.3 +W-0014 •801-1@ +ON-101A •9N.997 3a a9W- 2J.1 +BW-1184 a8 -111.7 +tlB ., +BW-10as •041R7 + 453 aSWffi.1 ♦BWB]3 +/40 • 4e y reW110 •9Wd09.B +9 -04.8 +9W-f00.5 + U&S +W A&3 al♦p Hdr.3 •Idle +142.] •/d12 39 a801-tt1.2 •BY-1.2 +B 17.. +DO/99 +eyd .f ♦/da.2 x1d4.9 +/41.9 +/-71,4 +-70, 713 40 +ON-108.0 +BN4990 1 NKN93,4+95/E0. 7I47.2 ado •d0.e al->& 7143.8 4-70.0 al.W 42 +001-1 .2 +9W- 4 .R • 47.4 +14q N4O.8 r1-77 ry-181 alae.0 r1-0B.B •Fa32 M W oal •BW481 •/d0.1 . -au ♦ A ♦/-Tr.0 +A74.1 +- B 7d7.9 gd3A S 46 466 +BWd1.9 ♦d12 7812 +-78.2 +1.75A +1-71.7 +Id& •7-031 u4s -81.0 •Id9.8 ♦414 +W2 H- 2 +1-038 U +/d5a M •lA N 6 Nd3.r N -79A •-76.3 ♦1-71.3 +/-0r.5 e Y @ ./d9.4 +125s T4 N-n.7 •I-7E.5 N 54 7476 +143.4 +778B +/de ♦-71a fib +/45.6 +/41.4 r1.77.5 +193.8 50 +143.8 +A78.4 +1-75.4 SO +-Tl.e +-r3d @ ♦ d61 ♦/-r9.8 5 . .8 +lid 0:1-7r.2 67-7/8 •.74.8 7116-LAMINATED GLADS STACK Y16-ANNEA1-EO GL759 4 11 USED AT CURVED F RAME MEMBERS ONLY 2g � f t-ne• o.c. MAK. F2 FKTERIOR <5 20 d/18 TACK GVSSTACK S 3116-TEMPERED (PASS 7116-AIRSPA12E NOTE& 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THETIP-TO.TIP OIMENSIONTO DETERMINE THE SUCKOIMENSION. 2) FOR SIZES NOT SHOWN. HOUND UP TO THE NE AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WNDOWB.FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE wHICHTHE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEETAPPUES ONLYTO FIANGEANO EOUA1-LEGM/WOOwS. DO NOT USE wm1 FIN -FRAMED VBNDOWS. GLASS TYPE 5 NI:Ri9 68 GLA59 Bm -(-.- LGNG SIDE SHORT 310E NO CHANGE! L. ��- LONG SIDE L SHORT 610E> IOE L m ON g TABLE DEDE ERBN AlU_Y R C' ORIE OWA"TICALLYOR O HORIZONTALLYAS SHOWN. IL Rg ZHIP LAMWATED d o < GLASS STACK YANNEALEDGa S 1 V ANNEALED GLASS OBPSGINTERLAVER SHORT S1DE N R I EO��RW BRE � LONG910E GLASS TYPE 7 J`��1NY L j SHORT _- .t\Q•G ..... SIDE j ! No. i A 9_ A. the Window Design Pleasum (4kpeQ for Glass Types 3 & & Lap IOam --blTv R ]B 5o 04 as 92 BS I fw 101 I 109.1n I Ill Ila In 124 IN In 131 1 19 30 -=430 •9W-130 -"-1W +BW-131 +w1-130 +9W.1W .9U'-133 +9W.130 +W.130 +SSIW .w1.130 .90'-130 .9WA3o .�W.IW .w1-130 .B0'-130 ,9ry.130 +w1.130 .901-1w +9W-1w 32 •w-1W •90l`iw aw--Tw .BW-1 +9W-lw .wl. >D •BOIA90 +m iw a9W.130 +9 -1W +801.130 -iau 9W.ISo +Mv.133 +9W-I .901-I30 .90-130 ♦w1-13B .91-IN +W-130 31 -130 .Do1-130 a9W-130 .9W-130 .BIN-130 .w TV +BW-130 .BW-13s +9W-1SO - 33 .9 -1 .B -1 -130 .1 +BW. -1S0 +w ISO +901-130 561-1b •9W.190 .BW-100 •9W 13D +9W-13) -131 .19 -130 .90/-130 aDW.190 .BWA30 - +BIN-190 .OW-130 a9M-133 .907.133 9B -1 .801.IN .9 -1w .Ow•1w +9W-tw .9W.1W ,BW-IM .nd� 30 .M.IW +BW.13o ,9W-130 •9W�133 +w1.129.2 .9W-lV3 .IX 130 - WIw I30 0fw 11s) ISO,W.W Iw I3 BW 1B91Z 1 1 9W210 42 •9W-IT •Ib +9W-I30 +EW-IW -130 .9W-1]0 +BD.129.3 +W-In2 .90.1197 +931.115.4 {I .w3w •wt.tw .w-iw +9b-I311 +9W-13t .9W.130 .BO'-130 .901.1N,5 790.119A .911A15 0 •9W-133 +91V-130 .9W.1S0 +9N-130 .9W-130 +9W-190 +9p t209 .90.120.E •'m'-1155 {B 70-1W +wA130 +9W-130 +w'-M .9W-130 . -1W +0-123 +90.118.5 ED •9W-1311 .0.190 +9W-190 .9W-131 .9W-tb aBW- S9.V-1 9. 5 Y SR +w1-130 .w1.130 +9W-190 .9F.13D .801-13] .DflW-1 3 m +w-130 +0&13] .9W.lm .EB. W.12].1 .9W-1 +BW-190 .9 V.1w +w1.130 130 .130 +®.ff-129 624. +001-130 •PIto 1° FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 1-111V NOW. HORIZONTALLY AS SHOWN ]me -LAMINATED GILSS STADK �..I 111E°LAMINATED LONG OLASSSTACK I GLASS STACK SIDE .09PSOINTERLAYER 3116°TEMPERED GLASS • 31WHEATSTRENGTHEN16' HEAT E GLASI-ASS TANG SIDE d j Vie NEAT 3116'HEAT STRENGTHENED GLPSS T / 1 3HB°HEAT Srt1ENOTIENFD GLASS STRENOTHENED GV S WIVAIRSPACE .w0°SGIMERLAYER SHORT SIDE { t1 11 I SHORT' 6 �-1 310E USEOATCIIRVEO USEDATCURVED FFh QII-7AERSONLY 20 a,- SS 6 MA%. FRPME MEMBERS ONLY 29 ®IL]/E•0. GLASS BRE Q114/a°O.C, f,,A)f. GLA96SITE 1-2 LONG SIDE -� EXTERIOR EK_ ERIOR T- LOW 13 a sm 27 13 SSIDET 5 GLASS SS TYPE 8 GLASS TYPE 8 L I SHORT F"� SIDE PRODUCT Fiend. 13DIra11•n al V .sN 0 � O U' N R 010 N K N R Oei r r ZM- 1p £�, a 'll ❑ d0 uud as o � z v W LL O F ®p w l-5 Z G W 0W ❑ d- it r r a� A EDGE 'll DISTANCE INSTALLATION TYPE A 4 WINDOW EXTERIOR BUCK HEIGHT TP-TO TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= 2d1 "INS. SEE INSTALLATION INSTALLATION "INS. SEE EMBEDMENT 2,iwssnEEr TYPE TYPES ' EMBEDMENT 1%OW2.THIS STRIP, I M tl4 MAX Sf IXWOODTHISSHEET EMBEDMENT SHIM TEDANCHOR TYPE. ER SUBMEMM1D EDGE E DISTANCE RATE V EDGE B EOOSEE TABLE BPTHIS SHEET DISTANCE DISTANCE SEE TABLE B, IN' MA%.SMM STEEL SELF-DRILUNG SMS HIS SHIEST INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE EXTERIOR BEADING ��'1) MMMI.DADEAPPROVED MULLION (SEE SEPERATE NOAJ, ALUMINUM, SSEE SUBSTRATE PROPERTIES, SEE SUBSTRATE PROPERTIES, TABLE B,THI66HEET _ Y •1..�' RIORVISIBLELIGHTMTH- �� . - CONCRETE.CMU I 11 ... . RERANCHOR ENT WINDOW BUCK WIDTH-T314• . WINDOW BUCK WIDTH CONCRETEICM TIP-TO-TIP'MNDOW WIDTH PER ANCHOR REOUIREMEPR �-I I-- HORIZONTAL SECTION A -A AnoMT 900.iN. Mart San DMWOce MID. Fl mdmBM We O.C. e P 0120rp14410 SS Screw uO0' 6wYT5 min. 1r A. 09b O.Ofia'• Ir SIee191W Ge 9min' r ale' 0.015•Ne fu • 1r P.T.60NFem ne 90=O.fi6) AUmNum. meYSe min. OIt6' ale' TOIB' 009 • 12' . 11 012"46teel SOMW ID41 3081.01 96• 0.083"' tY ebel Slw o., m man -we O.o4s• 1e Gd • r W' 410 66 CmbFlet 000mu� GMU, 1M Ca0) b1 Y 1-114• 12• Cercmb (mA. aSe kep 1' 1.V4• 1Y 114. 81.1 Uwcm . tbnclde lmH. 2.ee k.q 1' fa4• tY C.rcm1. wlA. 290 keB 2-1M' hMY 1x' LM Wad C.MU, SWp 0) LR f- 4 12• Gm9ted CMU STM CAO 2-IY 15M' 2' M16 steel Ulwem WAemb (mM. ad kcal 1•il4` lad' Ome! COL. STM GBO x-Lr f�14` R' r �1/4'MAXSHIM ' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ---tT1''' } 1%WOOD BUCKSTNP, 'UNGROUTED CMU' VALUES MAY BE USED FOR SHOUTED CMU APPLICATIONS I SEE NOTE 2.THIS SHEET IN6IALLATON NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE • CONCRETEPER '. DISTANCE LIMITS. AN ' REQUIREMENT 2. WOOD BUCKS DEPICTEDONTHIS SHEETAS`1k•,ARE BUCKS WHOSETOTAL THICKNESS IS LESS THAN 1.10'.1X WOOD BUCKS PRE OPTIONAL IF UNRCPN BE INSTALLED DIRECTLYTO SOLD CONCRETE. WOOD SUCKS CEPICTEOA9'2.%'ARE 1.1N INSTALLATION MOE TYP. ANCNORTYPE EMBEDMEM TMICKORGREATER.INSTA TOVTOTHESUB6 MOFY BUCKa TO BE DISTANCE ANDEDGEOISTANCEMS ENGINEERED BY OTHERS GRAS APPROVED BYAUTHORTTYHAVNONWSDICRON. TYPE SUBSTRATE, SEE TABLE e, THIS SHEET J. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SMALL BE OF A SUE TO VERTICAL SECTION B•B PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPUSSITOWHOLESYSTEM MIn F. MN. P, .216 ImWIM HOW M408— 153", 11JW121.11A fm.Tn . 38Y.1 MW 9JYtl 49 Y.I 2 ETpintlNR DatO ]� > w°N Ow N °� ry - g O,a w o� rt o w a n d 019 11-�yI W a I E 2 w n> c a Su"D O LL O 1 ®s VS a g O Ia— 2 Z °Iws LL O w N000ggqqoqoqo333333 a ] * i N0. 55705 *C A LYNN EDGE DISTANCE INSTALLATION TYPE E 4 EXTERIOR a WINDOW Bum HEIGHT BUCK EIGHT 21 BUCKSTRIP ING SEE HISSHEET EMBEDMENT L EDGE DISTANCE Ile MAX SEE TABLE B. 1M• MAX. SHIM STEEL SELF -DRILLING SMS (G6), SEE TABLE S. THIS SHEET INSTALLATION TYPE G �- EMBEDMENT L... lie MAX -`I I SHBA m,m—m-w0wQ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B, THIS SHEET INSTALLATION TYPE F •� '•'.,., EXTnERIOR I REGUINEMENi I 4 V LIGHTW ANCRETECMU WDOWII H-Y4 PERANCHOR llnN=WBUCKWDTN HORIZONTAL SECTION C-C 1 r- INSTALLATION TYPE H EXTERIOR v MV,W-DADEAPPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING DR STEEL MD. SEE SUBSTRATE PROPERTIES, E810EOMENT. Gpimllan Onfn By . Mlam a r¢ EDGE DISTANCE NO CHANGES Iu CONCRETEJCMU PER ANCHOR > REQUIREMENT � N AMbr 6�ehm ST.Umn MN.EmCeEmeN .h, P. So Mm MIMES) AMmNmn W.T6 min. B1 -1 00 12' ' 012or N14410068cmW AJBSNO .10.06T• 12' steel Sow Gc 33 min v8 ¢O- 1EGa 1Y 0.L SOW1em Pita (86`+055 Apanimm 0003T8 mYt 8/16' I. w 0.08]'• 12- 1T H2"16SmelScmW(GI A9B 9me1 W 6' 0.06T• lY Bbtl BM GR 9min. YB• O01S 08G4 1Y 114. 410 S9 CmI*FN11 re'=eB CMV, BTM-0) 2-17 i-IM IT Cencmte(mh. 8.35111) 1• 1d14' IV Ile Steel utmmn Cenerele min. 2.ee Pap P l4o4 1T COncrele (m n 2.08 k 2.11T 1-M Ir Ut0mWC8 CMU. I. C80 II.1/Y lAl4• 1Y GmW CM 9TM C80 2-1/Y 1 4• IT y1C Bleol Ulneat Cmenb mh 3.8 ktl) 1.11{' i 1N4' 1Y GmNeB LMU At11M CPo 2-1/Y 1 4' 1Y TABLE B,THIS SHEET - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. MAX SHIM LNOROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. rIN' INSTALLATONNOTES: 11X WI100 SUCXSTRIP, ANCHORS LIV90 ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE I SEE NOTE 2, THIS SHEET - 1. USE ONLY DISTANCE LWSTS. M." Ph Fe Mh P, CONCRETE PER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS•1X', ARE BUCKS WHOSE TOTAL Bleel so- UloW I 120Fel EMBEDMENT..' '. ANCHOR THICKNESS IS LESS THAN I-1W. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 4109emm Wkd 110Me1 •- 1 REQUIREMENT INSTALLEDDIRECTLYTOBOUDCONCRETE. WOODSUCKSDEPICTEDAS• ARE1-iR' Eke 1,0Mvd 18TtM 1]T YJ Wl THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE g096 FLO DtldBMO IIUtd 1177 ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORIIY HAVING JURISDICTION. 5N ISAMHnen 181d Mkd INSTALLATION I EDGE Tl'P. M1CHQl ttPE. EMBEDMENT 3.FORATTACHMENTTOA¢MESTRUC MMEMBERSH BEOFASQETO p.nsbefiwa iletl uttl TYPE IF DISTANCE AND EDGE DISTANCE PER PROMS FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE B. THISGHEET VERTICAL SECTION D-D 4. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOR APPLIES TO WHOLE SYSTEM. No. N N n SEE —�- EMBEDMENT INSTALLATION TYPE 7A E%TENOR NIDOW SUCK HEIGHT VISIBLE LIGHT MIGHT= WINDOW BUCK HEIGHT. 241M, zX WOGD BUCKSTRIP INSTALLATION OR FRAMING, SEE TYPE J NOTE 3. THIS SHEET EDGE DISTANCE IM'MAX vv�--111 EWE I SHIM F DISTANCE n _. ._____.. L M4'MAX.SHOY r INSTALLATION TYPE L LIDO. DISTANCE #I0 STEEL SELF-DR4LINO SMS (GS), SEE TABLE 10, THISSHEETJj INSTALLATION TYPE K EDGEDISTANCE +I I-- TY 0GEDI STANCE PER SEDMEMANO EDCEETABLE 1PERSSHEET E, SEE TABLE IO. MIS SHEET DOWBLIKWMOTH=y „I WWOOW E LIGHTNOTH-14' YANDOW SUCK WIDTH HORIZONTAL SECTION E-E wEMBEDMENT EVERICH w V AncOv bulntrrte Min. Edge 04I6nc9 Ma.0.0 SN-fty 3-0n'x.113-Bu NeU P.T. Sndim PM MG=D.Ml WV 6' ]-MY [ .131- C4mmw NO P.T. SUMen PM. G=D.SB OR' E' t-MY [ :14T RnnIn N611 P.T. S.n. Pina 60=0.E5 3!B' B' MO[1'Sk43 b<Rw(GS)' P.T.9aN4n PITS SO=0.65 1n- UP 0.033'Alumlmun 5063-TS min 'NiS E 1NC A369kM G16' IT 4045' 18 Ga SkM SNtl Gr. 3] NIT 7 g VMOD Milt I E RIO 'MIN. OF3 THREADS BEYOND THEMETILLSU&STNATE, OR FRAMING, BEE �J n_ �J_ NOTE 3, T1195HEEf V B �114-MAXSHIM MIAMI-ME APPROVEO MULLION (SEE INSTALLATION NOTES; LFRMATE INGOR),ALUMINUM. STEEL FRAMING OR STEEL STUD. 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLDWEMBEDMENT ' SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIYRS. INSTALLATION TABLE ID.THIS SHEET 2. MOD BUCKS DEPICTED ON THIS SHEET AS 'IV, ARE BUCKS WHOSE TYPE J O TOTAL THICKNESS IS LESS MAN 1.1n'. IXW WD BUCKS ARE OPTIONAL EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'PX'PRE I-IW THICK OR GREATER. INb IAL Al I0 _L TO THE SUBSTRATE OF WOOD BUCKS TO BE ENOINELHED BY OTHERS TYP.ANCHORTYPE,EMBEMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. EMBEDMEM AND F.DOEDISTANCE 3. FORATTACHMENTTO METAL: -THE STRUCNRAL MEMBER SHALL BE SEE TABLE0. SUBSTRATE, TABLE IO,THIS SHEEP OF A SIUTOPROVIDE FULL SUPPORI'TOTHE WNWWFTIME. VERTICAL SECTION F-F 4.IF APPUGAEIE. LOWEROESIGN PRESSUREFROM EITHER WNCOWOR MULLION NOAAPPLIES TO WHOLE SYSTEM. Yaolvl YIn P. Yh P. 6letl sertw T2Yd 1NYN 6ffi118glwrvrvmi 18YN EFY 8E1 ]6Yel YYJ Gr.A6 61 3] 48hM ll� 7 INSTALLATION TYPE M EXTERIOR a IWINDOW BUCK HEIGHT VISIBLE BUCK HEIOLR- 2ae V WOOD SUCKSTRIP EDGE OR FRAMING, SEE STANCE NOTE 2, THIS SHEET INSTALLATION TYPE M EMBEDMENT +M'MAX Cu,RCrlyp� O I SHIM Jll EMBEDMENT MAX y 3 1 SHIM TYP.MCHORTYPE, EMBEDMENTMOED(.'E DISTMCE PSRSUSSTMTE, SEE TABLE 11, THIS SHEET AT CURVED EDGE DISTANCE E MEMBERS OI-Y N '1B• D.C. MAX CONCRETEMMU PERANCHOR REQUIREMENT 1/4•MAX.SHflm INSTALLATION TYPE O STEEL SELF-DRILLINGSMS (GS),SEETABLE11.� THISSHEET INSTALLATION EMBEDMENT TYPE N tX !RIP ET WP. MCHOR TYPE. EMBEDMENTAN EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 4TIZS EDGE DISTANCE CONGSETEMA1u WSIBLELIGUMM=PEUIREMER REQUIREMENT WWDOWBUCKYNOTH-341� 1MNDOW SUMMOTH EXTERIOR v HORIZONTAL SECTION G-G 1211 TYP. ANCMORTYPE. �l �f5 EXTERIOR B EMEDMENTANDEDOE SUSTMTE �4�1 SESTACEPER SEE TABLE I1,THISSHEET SEE SERE ATE NO )."MINOR M, (TEESEPEMTENRSTE �1/d'MA%SHIM LST TTEEL FRAMING ORSTEERTIES, SEE SUBSTMTE PROPERTIES, AreMr SO ImteMIm Retanue MIn. EmkEmenl S,dm tll2arn1441055bclex P.T. Se511em m Wo.95) 9I16' 1a1B' ]. u�^nl' W"m1n. wr 00q" A365MN wr BIxD-' 3,T SIeel9tu GI 93 min. Sir 0 NV 10 Ge • 3.r 012 U914 Steel ScmW IDS) P.T SeWkm Plne W0.85 B118' Ilvir 3.r WOMmm 008}'min. A366Tee1 310" 316' DA03'• OA83'• 3.r 9.r SIeel SM G,, 53 min, SIB' 0045.080.1. 3. iR'11099 fnMRea V .m mu, ASTMm 2-11Y 1.114' a Canalel8(.h 3.W kQ 1• 134' 6.1, 1la'Sleel LBmcon Cprcm4 min 285 xeB 1' 134' e.r Cm01Me m1R 2.05 Aa 2-1/Y 141w 8.r U mNetl CMU A$TMD80 2.1/Y 1.1/4' Or GWP CUU A51M6 2.1Y 1516' 8. M16' SIee1 Ultimm Ccumle min YSx t-114' ill, B.r G WW IWO AEW. .21/Y 14114' 6.r INSTALLATION TABLE it. THIS SHEET - MIN. OF 3 THREADS BUONO THE METAL SUBSTRATE. • TYPEN 1XWDODGUCKSTRIP, INGROUTED CMU' VALUES MAY BE USED FOR GROUTED MU APPLICATIONS. Q SEENOTE2,7141SMEET INSTALLATION NOTES; IENI 1, USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDM DISTMCE LIMITS. 2. W000 SLICKS DEPICTED ON THIS SMEETA9 -Jr. ARE BUCKS WHOSETOTAL THICKNESS 19 LESS THAN 1-02•. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS RX°APE idR' THICK OR GREATER, INSTALLATON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR I ELIDE APPROVED BY AUTHORITY HAVING JUWSDICTION. —"'I DISTANCE 3. FOR ATTACHMENTTO METAL' THE STRUCTURAL MEMBER SHILL BE OF A SIIE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IP APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. V..1 YIrt FI F• Butl Bwn 45 el _!In. 1. Fel 4105o 0041 11041 Eko U14K 0 IWxtl 1P 41 fle55EIoCVe @ 11T.4xil IWAxd T5Axvvun 1841 Sixty A]561v1 LYY 6e YL w.vsIM S,W AY.11 uxo M. FIRIIEP I ERPImUGn IN aj n5 � V o E O N $ 009 °x -m JO 1 8 �i I` Z LL � a to A� cT5 d W o LLi 0 < oZ O Q O m 7Qj O zy ~ � z elu 5 ? a Iy ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUALLEG FRAMES FOR FIN FRAMES ANGLEDICURVEO PNOLED/CUflVEO FRAME ASSEMBLY FRAME ASSEMBLY 9WCORNER BT WRNER FRAMEASSEMBLY I FRAME ASSEMBLY 10 � I m 10ill ALLCORNERSTOIALLCORNERSUSE ENANf I / / USE DASID:TANCHORS AND/OR1 /I / EDOALiEO FRAMEI�FIANGEFRAME MREREOFP EWITHIN OR MITEREDFRAMEWRHBRERIOR ANDS ERIORFRAMEWELDS ANDE%TEMORFRAMEWELDS fUNOE FRAME (SHOWN)ORCORNERI(EYSAT (SHOWN) OROORNER KEYS AT BOSSES. SEAUIRATAU.MRNERS SCREW BOSSES. SEAlANFAT ALLCORNERS OSCREW GPIrA09n ON� am Q � W C o� r Cyyg N w ti UL d 0 6 ❑ Z o LDi W SNO LL O JJ F ❑ ¢ Ja.pS ®C zw � 3 o W u� O ❑ X O nm al,., � } 1- No. 58705 - I gm POT Part# Description Material 1 42530 Flanged From Alum. 6063-TS 2 405 Equal -leg From Alum. 6063-T5 3 4266 Integral Fin From - Alum. 60MT6 4 4255 7/1W Leml. Gloss Beading Alum. 606a-TS 5 42M 1.0: Glass Beading Alum. 8063-TS 6a 4270 Installation Fastener Cofer Alum. 6063-T5 Be 42N Instalatim Fastener Cow, Rlgid PVC 1n 705WO Gasket (at 906 cornordelnts) Polyethylene 11 TP24718 Vinyl Bulb Wa.m.raMP Flax PVC, Bum. e6+/-1 13 Dow 701, 899 or BE MO Backbedding Sgioone 20 71652K ending Block. Mom. 3116• x 7/18° x 4- Neoprene, Dum. 65+/-1 21 71709AK Seairq Block; LCS 3119• x 13/32' x 4' Neoprene, Oum. e6+/-1 29 08 x 1-1/4• FH SMS Stainless Steel W T81p0X #e x V Cued PH SMS Stainless Steel 15 KIDDISPACE 4SG TPS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS/ oe4° zaer,--{ ,074•.. L~ I� .OBT .0]4• I r .902° 871.3 P 1 .a3e• s00' 439• I} i.aao• O SOP } wof 1 ��. ASO•mnor 1 � �.--. .050•aaoe FLANGE FRAME OEQUAL-LEG FRAME vu• mr tt4263C, 6063-T6.060•mme ti4285, 6003-T5 OFIN FRAME #4256, 6063-T5 —{ 1.03r NO,+ INSTALLATION 68 FASTENER COVER f74270, 6D63-T6 SUPER ]a SPACER®NXT- Part# Description 76 Kommeding 4SG TPS Spacer System 76 Quarries Super Spacer nXT with Hot Melt Butyl j6heet 77 Quanex Duraseai Spacer 76 Cardinal )L Edge Spacer �--"IIrI .9]�0• Ly� 875. I' tl .05P 7/16° LAMI, OGLASS BEADING #4255, 6063-T5 I" DURASEAL® SPACER i Irl�Layl* .346' .875E III+ .050' I.G. GLASS BEADING #4254. 6063-T5 POLYISO- BU SEAL ROLL -FORMED_ STAINLESS STEEL OXL EDGEON a SPACER GLASS Explranen Y u K a1N] Q (� N Qul K ro d om Q£y ZI r ..a QJO i 111�'+ Dori ea LLI of o va Hu U O 'g N Z N �eay5 z z 3 0 h Z D N Z_ B ? �d g RE S O ar- _: * t NO. 5870! fz r��NAL rt�.� AL REA5IER. ' P.E.p 63705 P.E. I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REM) BOARD AND CODE ADhIIN1STRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (7W 315-2590 F (786) 315-2599 PGT Industries, Inc. 1070 Technology Drive 1 ` v FY BY North Venice, FL 34275 � 1..A�'�(a /— D q 0 0 St. Lucie County SCOPE: V �� ' 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 PER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact'`, sheets I through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item 922). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 tbejob site at the request of the Building Official. This NOA revises NOA 916-0629.17 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October IS, 2022 Approval Date: September 28, 2017 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 110054 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file 916-0629.17) 2. 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per. FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL -5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5'h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). i . (`UA�� Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 ,- A NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11116. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia,Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(P edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 110054 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5 n' Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 edition), FBC 2017(61 edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW 2) DESIGN PRESSURES: (SEE TABLES 14 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) CONFIGURATIONS: X, O, XXX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 6212 & 6864: ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, OP REQUIREMENT (LBS/FTx) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/8 YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A. THIS SHEET AND YOUR GLASS TYPES, (A- D), FROM THE GLAZING DETAILS ON THIS SHEEP. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEEP 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. T8-NOM. �—GLASSSTACK 3/8" LAMI NOM. GLASS TYPE A, (PVBi) GLASS TYPE B, (PV82) DESIGN PRESSURE RATING I IMPACT RATING BEE TABLES I - 4 ON SHEET RATED FOR LARGE &SMALL MISSILE IMPACTRESISTANCE BL A: Min. Anchor AncM1or Type France Mr.Mr. Edge Embedment Group Member DNtance or Metal Thlckne® /4" Elco UltraConab Cancrete(min.2.8 a 1414" Lire" 1 F =168 kal, P„a177 kal Jamb Hollow Block (ASTM 090) 14/4' 14N' 114' 410 SS Elco CmteFlexO All Concrete (min. 3,35 kk) Wle 1.314' 2 Jamb Hollow Black LASTM 090 14M' 1-1/P -AO Southern Plne (SG=0.fi6) 1' 14I0' F•127.4 kal, F,189.7 kill 3 912 Steel SMS (Or. 8) SONM1am P ne (SO.O. ) 9116' 1.31W AO 6063-MAluminum 3/8' 1/8- 1) AU. ANCHOR HEAD TYPES ARE APPUCABLE. 2)MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES/ STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), BTH EDITION -2014 FLORIDA BUILDING CODE 1FBCi. STIR EDRION -ASTM E130D419 oANSUAF&PA NDS2015 FOR WOOD CONSTRUCTION 0ALUMINUM DESIGN MANUAL, ADM 2015 DASI S100-12 -A1SC 360-10 3H6' HE .OW PVB1 OR INTERL 316' AN OR HS GU ASS 73 AN = ANNEALED HS= HEAT -STRENGTHENED TP=TEMPERED 711V NOM. r GLASSSTACK IWGLASS SITE ay 7116' LAM] NOM. GLASS TYPE C.(PVB1), GLASS TYPE D. (PVB2) GENERAL NOTES ............ I GLAZING DETAILS ........... 1 DESIGN PRESSURES. .....2 VERT. SECTIONS.............3 HORIZ. SECTIONS ........... 4 PARTS LIST......................5 EXTRUSIONS ................... 6 ANCHOR QUANTITY ........ 7-13 INSTALLATION.................14-16 13/16-NOM GLASS STACK 118- HS GLASS 114-AIR SPACE 3116'TP GI.ASS- r1I/— 3/16' HE GLASS LOBO' PVBi I INTERLAYER I2 GLASS STTE 'a 13/16" LAMI IG NOM. GLASS TYPE E PVBi =.090" TROSIFOLG PVB BY KURARAY AMERICA. INC. PV132 -.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A alf,co e .0 naFBrY. um e I Deb PrW�a4C�� F)REORGANIZEQSHEETSANO__ 1 '2 UPDATED TO Pep 2017. AD, \ TABLE A ALUM SUBSTR JR-04/10117 1 J Dos * ; No. P.E. P Z DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6°° -79314" 7-83314" 1 87 30 371a'l 8° 71314 +76.01 -76.0 +76.0 -7&0 +75.0 -75.0 t76,01 -75.0 t7&0 -76.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 6°-79 W4' 1 70-83 W4' 1 873/4' 91314" 8°-953/4" 273/4' +75.0 .15.0 +75.0 -76.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.D A 3011W +76.0 -76.0 +75.0 -75A +71.4 -71.4 +67.6 -67.6 +642 54.2 36314' +75.D -75.0 +74.9 -74.9 N0.4 -70.4 W.6 .60.8 +03,1 43.1 B, G D OR E 36 314' +75.0 .75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF C ED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B. REINFORCED, ' 33-1/2' WIDE X 79-3/4" HIGH SINGLE DOOR WITH IV X 79-3/4" SIDE LITE (SEE NOTE 8) _ DOOR DESIGN PRESSURE =+75 /-75 PSF SIDE LITE DESIGN PRESSURE =+75 /.75 PSF OVERALL DESIGN PRESSURE = +757 -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED. 30" WIDE X 87-314" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = -43.8 / 43.6 PSF SIDE LITE DESIGN PRESSURE =+47.2 /-47.2 PSF OVERALL DESIGN PRESSURE = -43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE I): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN'PRESSURE =+75 / -75 PSF TABLE Y N(1TFR F(1R Al I C(1NFIG1 DESIGN PRESSU RES FOR UNREIN FORCED DOORS, ALL GLASS TYPES 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT WN IN SECTION E-E, SHEET4)TEM 22 SSO REQUIRED ATDOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1&2. 31 DOOR AND SIDE LITE X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6°-7934" 7°-833N" 873/4" 91 X4" 8°-9534° 2° 761/2" 40 4734" +68.61 -S&S 1.55.41 .55.4 +52,4 .62.4 +49.8 .49.8 +47.4 -07A 27112" 51310' +64.91 .54A +51.8 1 51.8 +49.0 49.0 +46.6 -46.5 +44.3 44.3 29112" 55314' +51,7 -6f.7 +48.8 -08.8 +40.1 -48.1 +43.8 -43.8 +41.8 -01.8 25 311/2" 6° 59314" +49.0 -49.0 +46.2 -08.2 +43.6 -43.6 41.4 -41.4 +39.3 -39.3 2F 33112" S" 633'4" +43.1 .43.1 +43.1 43.1 +41.5 4LS +39.3 -39.3 +37.3 .37.3 3610 673'4'+38A -38.1 +38.1 .38.1 +38.1 -30.1 +37.5 .37.5 +wB 556 30 371/2" 80 7134' +34.0..34.0 +34.0 -94.0 +34.0, -34.0 +340 .34.0 +34.0 -34.0 TABLE4' DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 6°-7B 314' 70-83314' 873/4- 91 WV 00-85 W1 10 XV +75.D .75.0 +75.0 -75.0 +760 .76.0 +75.0 -75.0 •75.0 -76.0 12314' +75.D -75.0 -75.0 -7g+75.O75.0 +75.D -75.0 -75.0 -75.D IV +72.4 -72.4 +88.5 -005.0 -01.9 -01.9 +59.0 .59.0 AB, C, D 21 3/4' +84 5 .64.5 +61.0 557.8 -55.0 - 5.0 •524 52.4 27 W4' +52.9 -52.9 +49.8 47. -44.7 44.7 -42.6 42.6 381/8' +352 35.2 +35.2 -35.2 +352 .35.2 +34.4 54.4 303W -34.0 34.0 +34.0 -34.0 +34D -34Z +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 1U-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, BW WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X85"SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE =+76 / -75 PSF SIDE LITE DESIGN PRESSURE=+70.4/-70A PSF OVERALL DESIGN PRESSURE =+70.4 /-70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95.314" SIDE LITES DOOR DESIGN PRESSURE =+34 / -34 PSF SIDE LITE DESIGN PRESSURE =+34 / -34 PSF OVERALL DESIGN PRESSURE =+34 /.34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4' HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE =+75 /-75 PSF COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE. STAND-ALONE SIDE LITES (0), ONLY TABLE 21S APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2') B. 3/8" LAMI (1/8" HS, .090 PVB, 3116" HS) C. 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/1W LAMI (W16" HS, .090 PVB, 311V HS) E. 13/16" LAW IG (3/16- TP, 1/4- AIRSPACE, 11V HS, .090 PVB, 3/10" Z N 07 016 O Z LL 006 WZ.W OW 9.-. n v oZm ONYX * No. =vi 6n 41S70p ALY"M PEN K N K a 0 N 3 ^ 40 EXTERIOR INTERIOR EXTERIOR INTERIOR MlOOUCf N[Y�D 10 1 2 60ncw"""`I` Aaeplu.e Nel - .O� 64 ATHEAD/JAMB f'a��61e 22 37 65 AT SIWJAMB w.✓ 1� P cow.' CLEAR -COLORED G) NO CHANGES THIS SHEET.- EXTERIOR INTERIOR SEALAf•IT� �R-oanatt - •�i E 62 0 0 _ L� yN q$5G� °IPo M 111 0 tpMp O MAX. Z LL b t S MAX. SIDE wo tll LD O FEE OLD TFMI ME F Z E � F u.uo °•"o HEIGHT HEIGHT o Z P ILI N 0 of O ® 0' z0 ® S o 2 H O W Z 30 0 .,.,s o rc i I= o 12 SL VIEW G-G f 61 CORNER ASSEMBLY 40 40 * : N..!1705 1AS9LLLI = • Q 11 DOOR SECT. A -A SL SECT. B-B '719 `..G''fjj�1oP • G�?° 14-16,102 %s"fillI Nl � EN VERTICAL VERTICAL A LYMi MI Eft P_E. • P.EA 68f95 SPACING, SAME AS va• JAMBANCHOR SPACING 67 (SEE SHEETS7, 8AND B) 'XX' FRAME Mm 0 0 �'XX' SECT. C-C � OLD I 1 REINFORCEMENT 44 HORIZ. 46 45 5 NO ND -AL REQUIRED FOR STAN0.ALONE'X)(' DOORS. BL FRAME ND" SEE NOTE 3, 22 wJ r DLO —' THIS SHEET 62 SL SECT. E-E 6' HORIZ. (DOOR W/ SIDE LITE) SL SECT. F-F HORIZ. (SINGLE SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'%' DOORS. INTERIOR EXTERIOR REINFORCEMENT I-�MAX.SLFRAMEWDTH----j NOTREQUIREDFOR STAND-ALONE'O' NOTES: 1) CLEAR OPENING FOR W AND' DOORS AS FOLLOWS: WIDTH: 'IC DOORS = DOOR FRAME WDTH-5.W 'XX DOOR = DOOR FRAME WIDTH 12-4079 HEIGHT: DOOR FRAME HEIGHT-U5B• 2) SIDE LITES OVERLAP'%' AND'XX' DOORS BY ya' WHEN ASSEMSLED TO MAXE'XO','or. 'OX0,'Mg. TDOV AND bXXO CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND S1DE UTE COMBINATIONS FROM TABLES 111 2, SHEET 2. ITEM 2215 NOT REQUIRED WRH COMBINATIONS FROM TABLES 3 AND a, SHEET 2, OR Y,RDI STANDALONE'O, W'8 XX' CONFIGURATIONS FROM TABLES 1 AND 2. 0) NO CHANGES THIS SHEET. - JR-WHN17 - C II11II 0 3 N elup M X� Z J Z Z w UU� ®a n B GO W u.o.0ox O W J M( oZ o N LL a Z O 0 a O ® la,u i W U N F5 J ¢ W F •w! O LL Z O N D J C. Q =. r *,: I '*'.*" * 4 n— A. LYNN MR ER P.E. STRUCTURAL E%T. STRUCNRAL SILICONE FOAM WRH DESICCANT EXT. GLASS 8U & EIA SEAL IEU KODISPACE 4SG TPS GLASS SUPER SPACEV NXT'" GLASS pp DURASEAL� SPACER -INT. GLASS FILLAREA V NOM. ONE SEAL XL EDGE"' SPACER Path Dsv pll.n N.tetl.l Bp �elinp 4SG iPs Spsse b'Elem pt Wene"Spp4bplVb NRtVGp H01Mep B�yl See l�§ 82 GpepW Swa McMs MOetbls m �pswxrxoe soecu xL Edm REFERENCE TEST REPORTS: F 1 L B111. 69US 6 691U � u o o ❑ O O > K j o LL w Z W Z x U d o a aj _' n e m w ❑ O K O FQF W ❑ 1„y ®z W N S z d z a W N •i.. LL Z Q `o � J on S .002 DOOR PANEL 3Q TOP &BOTTOM RAIL 6063-TS 3'8u 3.111 1.400 .050 L �Q FILLER HEAD ADA 6063-T6 DOOR PANEL 31 610E RAIL 8063-TS �1A00� r 125jj .]fi0 550 TRUSS CLAMP R rTE8063-T5 34 IIIII�"y�1Ia1I� 0o0�II.1II-��- t�I{1II -T}I' 1.2� II II II II '.jte .OsO I�III1IILj�A- .JIIIII OFRAME HEAD 6063-T6 0500)9 � 1.489 400 I 9.000� OUTSWING THRESHOLD 6083-T6 4.1W .062 515 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-TS sQ SLHEADER 6063-T6 L� .805 �- 050 883 4 3/16'GLAZING BEAD 6063-T5 1. sO F o02 4AN DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 L� F —.3W �050 .083 76 5/8' GLAZING BEAD 6063-T5 1i9 1 0]5 4598 5 212 4 si SLSILL 6063-TB 1-1.4501 2Q DOORFRAME JAMB 6063-T6 BBO 0� 3.000 BZ SLJAMB 6063-T6 .050 37 WEATHER STRIP CHANNEL 6063-T5 32 HINGE 6063-T5 I- —.i)2 aso .N33 74 IG GLAZING READ 6063-T5 .O55�II�� ,13 CHANNEL COVETHRESHOLD CHANNEL COVER 8063-TB 2.080 050 2.7 0----7 1.000 SLJAMB 66 ADAPTER 6063-T6 II .850 �y .126 22 TUBE MULL 6063-T5 PEX X DOORS, ALL GLASS TYPES ANCHOR TYPE 3 SUBSTRATE 2.3 WOOD 3ALUM 12 CONC LOADZONES m X V a ,S s x sms 6 x � X nvx ODOR WIME MAX FRAME HEIOHi 25.50 79.75 83.76 87.75 91.75 95.T5 5 2 4 2 5 2 4 2 5 2" 4 2 5 2 4 2 B 2 4 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 e 2 4 2 6 2 4 2 31.50 79.75 83.75 87,75 91.75 95.75 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 7 2 1 4 1 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 J 7 3 4 3 20-7I0' r` MAX. O.C. MAX -"1 13-1/4' MAX. / 23.1/0' MAX. O.C. ® MAX. MAX. FRAME 9 HEIGHT Mal(. DLO 40' 249/16\ MA%. DLO\ 37-IWNAX. DOORFRAMEWIDTH I� TYR DIMENSIONS OF SINGLE DOOR, X HEAD ZONE'C / SILL 1�- ZONE"C LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR Ct S AND ANCHORTWE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT.HANDED. 3) ANCHOR DUANTMES ARE BASED ON SPACING AS FOLLOWS (4-MIN. O.C. FOR CONCRETE, 4• MIN. O.C. FOR CMU): JAMBS (PLL1: 1l1/4- MAX FROM CORNERSAND 23.i1B' MAX O.C. HEAD 3 SILL OF DOORS: 6-MAX FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERSAND 20.7V Nmx O.C. 4) FOR SIZES NOTSHOWN, ROUND UPTOTHE NFXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure Se< Sheet 2, T&. 1 PRODucr9Evlsee uiR4bYwe4 6e {'� be�B<t 0d°_ 17-o Sn A^WTw<N. 401 �D<N<=P ae '4oae meyr 0411011T Y p 1 O O y p •- Cl 0 z W SW Upd R u J 0 70 ° Fw- Z co oZm Cl N 5 p 0 rc I � O U Q ul 0- ,oe 0 Q x P.E. XX DOORS, ALL GLASS TYPES ANCHOR TYPES SUBSTRATE 2, 3, W000 3ALUM 12 CONC LOAD ZONES p N p MAx DOOR FRAME mm NAIL FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.76 79.75 83.76 87.75 91.75 95.75 5 4 1 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 8335 87.75 91.75 95.75 5 4 4 2 5 4 4 -2 5 4 4 2 6 4 4 3 8 4 4 3 59.76 79.75 63.75 87.75 91.75 95.75 5 5 4 2 5 5 4 2 8 5 4 3 8 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 T 5 4 3 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 63.75 87,75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 Ir 20-7/8• MAX. O.C. MA TYP. ELEVATION OF XX CONFIGURATION Design Pressure See SMel 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPRONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4• MIN. O.C. FOR CONCRETE, 4-MIN. O.C. FOR CMU): JAMBS (PILL 1: 13-114• MM. FROM CORNERS AND 2MW MAX. O.C. HEAD 8 SILL OF DOORS: B• MAX. FROM CORNERS. 9-MAX FROM ASTRAGAL CENTERS AND 2 718•MAX. O.O. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NW AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. / \ EXAMPLE: WITH GLASS TYPE A, / \ 63 4- WIDE X 91414- HIGH DOUBLE DOOR, / \ ANCHOR TYPE 3 INTO WOOD / \ 13.05• DESIGN PRESSURE= F751-75 PSF, / \ O.C. SEE EXAMPLE 6. SHEET 2 FOR DP EXAMPLE 81414' N DOORANCHORREOUIREMENTS FROMTABLE B: ANCHORJAMB \ / i 5 ANCHORSS EACH DOOR PANEL @ HEAD 5 EACHD \ / SANCHORS EACH ODOR PANEL ®31LL \ \ / / OSEE CIRCLED VALUES ON TABLE e. \ / \ / % =DENOTES ANCHOR LOCATION. \ / 1e-1I6• 3E B•MAX. 2D7/8• SILL"""" E ZONE if B.'�. SILL ..NE•O' LOAD 633r4• ZONES FOR XX CONFIGURATION LAYOUT USED IN EXAMPLE & ANCHORAGE * No. 58705 O SIDE LITE, ALL GLASS TYPES ANCHOR TYPES SUBSTRATE 23. 3ALUM WOOD 12 CONIC LOAD ZONES m f O O m m Q O MAX SRAME FRAME WIDTH M AME FRAME HEIGHT 10.75 79.75 8335 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 12.75 79.75 B3.75 07.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 F21.75 79.75 83.75 8775 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 79.75 83.75 07.75 91.75 05.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 1 3 1 4 1 3 30.75 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 L7-71W MAX. O.C. 8' MAX. L 2311W MAX. O.C. i 1123 131/4'MA%. B5; 8LRA MAX. DLO FIV HEI( aR MAX DL DLO B 38-34" MA%. IDE UTE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, 0 (. AE HT HT HEAD ZONE' LOAD ZONES FOR SINGLE SIDELITE 0 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, C MIN. O.C. FOR CMU): JAMB$ (ALL): 131/4' MAX. FROM CORNERS AND 23118' MAX. O.C. HEAD d SILL OF SIDE LITES: 5' MAX. FROM CORNERS AND 24314' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION OETAMS SEE SHEET 16. Design Preaeure See Sheet 2, Teble 2 AND ANCHOR TABLES. - JI 04110/17 I * No. XO & OX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3, WOOD 3 ALUM 1,2. CONC LOAD ZONES 51 ' 0 w y o h y x Q x m o y o h y x Q x _ SIDE LIE FRAME WDTH DOOR FRAME MOTH FRAME HEIGHT 10.75 25.50 79.75 63.75 87.75 91.75 95.75 4 2 3 1 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.75 27.60 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 29.50 79.75 83.75 87.75 91.75 85.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 3 4 6 4 2 3 4 4 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 111.75 95.75 4 3 5 1 5 1 4 2 2 4 4 3 S 1 8 1 4 2 2 4 4 3 5 6 4 2 3 4 6 3 5 6 4 2 3 4 5 3 5 7 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75. 5 3 5 6 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 4 6 1 3 6 7 4 3 3 4 35.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 8 4 3 3 4 fi 4 6 8 4 3 3 4 7 5 5 6 4 3 3 4 7 5 8 7 3 4 7 5 8 7 4 3 3 4 36,75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 ..4 6 4 5 6 4 3 3 4 7 5 5 7 4 3 3 4 7 5 6 7 4 3 7 5 6 7 4 3 3 4 ANCHORQUANRNES FOR THE DOOR ANOSIOEMIE IV. DETERMINED INOEPENOEN71-Y. 2o-ne•MAX. o.c. L` 23.1M MAN... O.C. \ B43lB' / 4 &16' L/ MAX DLO , DOOR 85.3/4' MAX FRAME HEIGHT _ 31MA-MAKSIDE LITE FRAME WHOM ­j 71la- MAX. DOOR 4 SIDE DOE FRAME MOTH Fes' TVP PI FVATION OP YO CITNFIQI ]RATION (OKSIMILARI {-HEAD ZONE� HEADI Z� O�"� 8• MAX. \ z O N i N 267/B•�I 8' MAX I 8 � --�I !fir 2yy4' "�1I 8 SILL ZONE 9' BILL ZONET LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE LOX SIM LARI MAX. Design Pressure Reinforced: See Sheei 2, TeMea 1 & 2 UDldebn:ed: See Sheet 2, TBMee 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS, 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4• MIN. O.C. FOR CONCRETE. 4• MIN. O.C. FOR CMU): JAMBS (ALL): 13-114' MAX FROM CORNERS AND IM-118'MAXO.C. HEAD & SILL OF DOORS: W MAX MGM CORNERS, 8' MAX FROM AS7RAGAL CENTERS AND 20-7AP MAX. O.C. HEAD& SILL OF SIDE LRES: W M .FROM CORNERS AND 24 4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NW AVAILABLESIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & IS. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE'MTH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY W4 ONCE ASSEMBLED, A..u,ft N 17-0SD4•OI LII;W'Miie�i EXAMPLE:. �YWfLwL Yt XO WITH GLASS TYPE B, 36' X 84' SINGLE DOOR WITH 38'X 84' MOE SIDE LITE, ANCHOR TYPE 31NTO CONC. DOOR DESIGN PRESSURE • 475 /-75 PEP DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 3 ANCHORS ® DOOR PANEL 42 HEAD 3 ANCHORS ® DOOR PANEL @ BILL 4 ANCHORS ® SIDE LOE JAMB 3 ANCHORS ® SIDE UTE ® HEAD 3 ANCHORS ® SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X -DENOTES ANCHORLOCATION. n pp G O 41 N o ZLLS i = W ^ (),60Ud E - 0) e O > b zi n O Z q 3 w 0 y LL O i5 0 O 0 ®� 0 wws m ul U Z W W o Io F LL O c \ Q * NO.581705 GT1/.LEI I•* A LYNN OXO, ALL GLASS TYPES ANCHOR TYPE B SUBSTRATE 2, 3, WOOD 1 3 ALUM 12 CONC LOAD ZONES TN6 4 � X m aa O ;e Aar 14HT =HT o 4MIOL �SIDE x LDE FRAME WIDTH MAX DOOR FRAME WIDTH FRAMEi HEIG 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2- '3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 27,50 79.75 83.75 87.75 91.75 B5,75 4. 2 1 7 1 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.50 79.75 83.75 87.75 91,75 95.75 4 3 B 1 4 1 2 1 3 4 3 8 1 4 1 2 1 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 9535 4 3 8 4 2 3 4 3 8 4 2 5 4 3 B 4 2 5 5 3 8 4 2 6 6 3 10 4 2 5 27.75 33.50 79.75 8325 87.75 91.75 95.75 5 3 8 4 2 3 6 3 8 4 2 5 5 3 8 4 2 5 6 3 10 4 3 5 6 3 10 4 3 5 35.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 8 4 B 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 6 36.75 37.50 7935 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 20-71W MAX DO IL...,,��6'MAX. 6'MA 6. MAX I I 20.V-MA .O C. MAX F-- 11114' MAX L_ 21H11W MAX O.C. F 7nMP- ILL I ZONE'F'�ZONE-1 SILL ANGHOR THE ODOR AND SIDE UTE TO BE DETEMNED INDEPENDENTLY. LOAD ZONES FOR OXO CONFIGURATION 7//Y 6 / MR$, X, OL DLO 33 WX20.9116\ MAX. Dl0\ MAXX. .DL DLO B5314' MAX FRAME HEIGHT 3S-W4' MAX SIDE -II LITE FPAMEWIDTH �I1 3T-IWMA D00R rr FRAMEWIDTH 100-1Q'MAX. DOOR+ SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOTAVAILABLE WITH REINFORCEMENTI AD HEAD HEAD HEAD Z HEAD ZONED 20AD 11 t° s Design Pressure li Reinfero64: I WA U.re Nbc Bee S6eat 2 TeMea 384 1) SEE SHEET 1 FOR GLASS AND ANCHORTYPE DESCRIPTIONS. 2) COORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4' MIN. O.C. FOR CMUI: JAMBS (ALLY, 18.1/4' MAX. FROM CORNERS AND 231I11' MAX. O.C. HEAD 8 SILL OF DOORS: 6' MAX. FROM CORNERS, 9' MAJL FROM ASTRAGAL CENTERS AND 2 7ff MAX O.C. HEAD 8 SILL OF SIDE UTES: W MAIL FROM CORNERS AND 24 eMAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14815. 6) CONFIGURATIONS WHERE THE DOOR LOCXSTILE ABUTS 51DE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY XV ONCE ASSEMBLED. K o $ O N O !W [� N YY6 � g N Z� S N 2U 5N O W s U W oZ A N � LL O K 00 FyF-- e 0 < U UU Z LL qD G o 0 Q C XXO & OXX, ALL GLASS TYPES ANCHORTYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1.2. CONC LOAD ZONES sN 6 o N a o N •(SSp q o m o }gN x N MAX �MAXW� SIOEUTE FRAME Word DOOR FRAME WIDTH FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 3 6 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 -4 7 4 2 4 2 3 12.75 51.75 79.75 83.76 87.75 91.78 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 83.75 67.75 91.75 95.75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 1 3 1 fi 1 4 8 4 2 4 3 5 21.75 59.76 79.75 83.75 87:75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 1 5 27.75 63.75 79.75 83.75 87.75 91.75 9515 5 3 5 6 8 4 2 4 2 3 5 3 6 5 8 4 2, 4 3 5 5 3 6 5 8 4 2 4 3 5 6 3 fi 5 B 4 3 4 3 5 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 8 5 8 4 3 4 3 5 7 5 7 8 10 4 3 4 3 5 7 5 1 7 6 10 4 3 4 3 5 38.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 8 5 9 4 3 1 4 3 5 7 6 7 8 10 4 3 4 3 5 7 1 5 1 7 8 110 4 3 1 4 3 5 ANCHOR ❑UAINDEPE run Tne uwn ANV 5mc a rc I� Pc DETERMINED INDEPENDENTLY. 20MT MAX. 0.0 6' MAX. - L_ 23118• MAX O.G C i �- MAX. 244f4• MAC o.c. III}-yl'I If I B' MAx / \ SEE TABLES IA, 23 1/8' MAX. DLO SHEET FOR ® REINFORCEMENT / \ REQUIREMENTS. 9SB MN ® FRAT \ / HEIG e431e' / MAX. OEO / / q \ / 24-,OL MA%, O\ / MAX DLO El 1314'MAX.DOORFRAMEWIDTH -•1 SIDE LITEFRAI 107314- MAX. DOOR. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXXSIMILM ZONE 9'-i-ZONE'F-f ZONE'E'� w BILL n.Tv SILLv SILL �nuP •c LOAD ZONES FOR XXO CONFIGURATION (OXXSIMILARI NOTES Design Pressure Reinfomed: see Shea! R Teblee 1 6 2 Unreinbrtad: Bee Shea[ 2 Tablea 3 & 4 F T EWIDTH 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT -HANGED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4 MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR CMU): JAMBS KLL ,13-VC MAX. FROM CORNERS AND 2111e' MAK O.C. HEAD & SILL OFOOORS: B' MAX. FROM CORNERS, 9'MAX. FROM ASTRAGAL CENTERS AND 20�71T MAX. O.C. HEAD & SILL OF SIDE LITES: W MAX. FROM CORNERS AND 24V-MAX O.0 4) FOR SIZES Nor MOM, ROUND UP TO THE NEXT AVAILABLESIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS I4&15, B) CONFIGURATIONS WHERE THE DOOR LOCXSTILE ABUTS SIDE LRE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY N ONCE ASSEMBLED. N 52 (0 > a 3 .aN K o ❑ 15 ❑ N N U• N S •!Po 0 ZJ LLW FI UUd aj to e wa,e w z_ I 12 J .ax M p n � 0 0: N m o� 0 x�.INVS ® N 0 R N U Z � w � Olen J O LL 0 etl I S #. N0.58705 OXXO, ALL GLASS TYPES ANCI<Vt WPE & SUBSTRATE 2, 3, WOOD 3 ALUM I'Z CONC LOAD ZONES m 3 o b a x o 4 ✓ ri m o b 'm x o 4 w i� MAX SUELITEODOR FRAME WIDTH MDOOR FRAME WIDTH MAY. FRAME HEGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.15 79.75 83.75 87.75 91.76 95.76 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 6 5 3 8 4 2 5 5 3 8 4 2 5 2735 63.75 79,75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 8 4 3 5 8 3 10 4 3 5 36.13 67.75 79.75 83,75 87.75 91.75 95.75 8 4 8 4 3 5 8 4 8 4 3 5 7 5 8 4 3 5 7 5 1D 4 3 5 7 5 10 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 6 6 4 9 4 3 5 7 5 9 4 3 5 7 5 10 3 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 9 MP B' 1 20.718' MAX. O.C. 9' MAX. 9- MAX 2434'MA)(. O.C. II L ` _l1w K.O.C. / / / \ \ \ SEETABLES14, T \\ SHEET2FOR r // a REINFORCEMENT REQUIREMENTS. MN MA) FRAI MA)(. OLD B / HEIG'. \ / / \ 4 / 4 4 F 7.�_ 24-BI18\ / 335/8' MAX. DLO \ / MAX. DLO \ / I_ 41 36BI4'MAKSIDE 7134'MAX000RFRAMEWIDTH LRE FRAME WIDTH 143314' MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION f-ZONEU' ZONE'r ZONE 'F�-ZONE'E'� 2111E / \ i N \ ,/ SIU. ZONE'E' SILL ZONE'F MAX. + ^ iv I 24-34' SILL ZONE-E' LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Preasure Relafarce4: I S. Sheat 2, Teblea 1192 Unetlnbr4ed: Sea Sheet 2, TAMae 364 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. P 2) DOORS MAY BE LEFT OR RIGHT-HANDED. E 3) ANCHOR QUANTITIES ME BASED ON IT SPACING AS FOLLOWS(4' MIN. O.C. FOR CONCRETE, 4' MIN, O.C. FOR CMU): JAMBSIALL7: 134/4-MAX.FROM CORNERS AND 2&118' MAX. O.C. HEAD & SILL OF DOORS: S' MA)(. FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 267A' MAX O.C. HEAD & SILL OF SIDE "TES: S' MAX. FROM CORNERS AND ZTU'MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 16, 6) CONFIGURATIONS MERE THE DOOR LOCKSTWE ABUTS A SIDE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY W4' ONCE ASSEMBLED. EXAMPLE: MO WITH GLASS TYPE B, 71-W4' WIDE 96314' HIGH DOUBLE DOOR WITH (2) 363 r X 9514' SIDE LTTES, ANCHOR TYPE 21NTO CONCRETE. DESIGN PRESSURE =+S4J3 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11 4 ANCHORS 0 EACH SIDE LITE JAMB S ANCHORS EACH DOOR PANEL 0 HEAD 5 ANCHORS EACH DOOR PANEL 0 SILL 3 ANCHORS EACH S1DE LITE 0 HEAD 3 ANCHORS EACH S1DE UTE 0 SILL OSEE CIRCLED VALUE$ ON TABLE 11. X -DENOTES ANCHOR LOCATION. 2IF) NEW SHEET 90MBININ4?1: K N y W C o } n Im p In N J LL 0 W. ®R N 79- W _ ayp e W u w yN Sva oW J. 2�ryD J W .Zm 0 a} O 0' O m N F Z S a W � p LLI w 2 O U � 0 A u atlT05 . *_ DOOR HEAD (WOOD) I STAGGEF ANCHF DOORJAMB(WOOD) TABLE A, SHEET 1 SHIM DGE DISTANCE MAX SHIM EDGE SEETABLE I DISTANCE A SHEET 1 1X WODD EMBEDMENT UCK 1 1 -1/4' MAX. SHIM TABLE DOOR HEAD (CONC) 1/4' MAX tjI IIIIIBIWpps SEETABLE A. SHEET BUCKNOTEI DOOR JAMB (CONC) TABLE A. SHEET EMSE EDGE DISTANCE DOOR HEAD (ALUMINUM) DOOR JAMB (ALUMINUM) M SHIM SUE ETi - 1 EDGEDISTANCE BUCK, NOTE1 EDGE DISTANCE��I DOOR SILL (WOOD) DOOR SILL (CONC) DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2-THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT R EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) * : No. 505 HIM 2XWOOD EDGEDISTANCE BUCK NOTE 11 MAX.SHIM SIDE LITE HEAD (WOOD) SIDE LITE JAMB (WOOD) SIDE LITE SILL (WOOD) EDGE DISTANCE '.•' EMBEDMENT 1XWOOD BUCK, NOTE 1 SIDE LITE HEAD (CONC) SEE TABLE A, SHEET IX WOOD BUCK. NOTE 1— SIDE LITE JAMB (CONC) SIDE LITE SILL (CONC) EMBEDMENT EDGE DISTANCE I -'—EDGE DISTANCE a 114' MAX SHIM SEE TABLE A, SHEETI SIDE LITE HEAD (ALUMINUM) SEETABtE SIDE LITE JAMB (ALUMINUM) SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 12' THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 111T THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30M FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR* 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) I.I FI CLARIFIED DETXLS.AD-T- . f * INo.