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HomeMy WebLinkAboutNOARECEIVE E M9 AR 2 2019 MIAMI•DADE6T. Lucie County, Permitting J m-- MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy WinDoor, Inc. 1500 Amsterdam Drive SCANNED Orlando, FL 32832 BY SCOPE: 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 (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 AW 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 114000 (SG)" Aluminum Single Hung Window - S.M.I. APPROVAL DOCUMENT: Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg, and Flange - SW', sheets 1 through 13 of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, 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: 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 codenegatively affecting the performance of this -product. TERMINATION of this NOA will occur after the expiration date or if there has Veen 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 terminat'e'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 word's -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# 15-0723.06 and consists of this page 1 and evidence'pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. ✓'2' NOA No. 17-1219.28 NAMFDADE COUNTY O3I0 8 11,0 J$ Expiration Date: March 27, 2019 r1yul m Approval Date: March 08, 2018 Page 1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Manufacturer's die drawings, and sections. (Submitted under NOA No.13-0917.10) 2. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP, Equal Leg and Flange - SMI", sheets 1.through 13 of 13, dated 09/05/13, with revision B dated 07/13/15, prepared by manufacturer, signed and sealed by Luis R Lomas, P.E. B. TESTS 1. 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) Small 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 single hung window, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3883-01, dated 08/13/13,, signed and sealed'by Gerald J. Ferrara, P.E. (Submitted under NOA No. 13-0917.10) C. CALCULATIONS I • J. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 06109115, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. ` 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I , 1. ' Miami -Dade Department of Regulatory -and Economic Resources (RER). E. MATERIAL CERTIFICATIONS. 1. NOA No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and. White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5` Edition (2014), and of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No.13-0917.10, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 03/27/14 and expiring on 03/27/19. Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.28 Expiration -Date: March 27, 2019 Approval Date: March 08, 2018 E-1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMI", sheets 1 through 13 of 13, dated 09105/13, with revision C dated 1.1/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None .C. CALCULATIONS 1.' Anchor verification, complying with FBC 6` edition (2017), dated 11/29/17 prepared, signed and sealed by Luis R. Lomas, P.E. D. QUALITY ASSURANCE ..1._ _ , Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS -1.. • - Statement letter of conformance, complying with FBC 6`" Edition (2017), and of no financial interest, dated 11/29/2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No. 15-0723.06, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 04/07/16 and expiring on 03/27/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH _ REOUIREMEMS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED JO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ' 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE VIITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED- WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8.. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS. LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM C1300-04 SEE SHEET 2 FOR GLAZING -DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT -IN WIND BORNE DEBRIS REGIONS. WHEN INSTALLED AT 30.0 FT. OR HIGHER ABOVEGROUND LEVEL 14. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE-FLEX S54 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND -' INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 4 ELEVATIONS 5 - 6 CROSS SECTIONS 7 - 11 INSTALLATION DE1 12 - 13 COMPONENTS REVS in! DESCRIPTION DATE 0.°PROKD C REVISED PER NEW REODIREMENTS II/19/I) P.L. 15. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 674 CUT -THREAD WOOD SCREWS WITH' SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"-MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND ' INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE 914 SMS OR SELF DRILLING SCREWS MINIMUM GRADE 5 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR_ WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.'WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 16GA, 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED: 0211912018 7590AMSTPRDAMDRNL' WinDoor' Jrv'.... 11 sR. Lo, PRODUCFRBVi SLtD ORLANDO,FL32832 `�.,N ``:'O➢�� l .bw'F7�& INCORPOAATP.D' n ar nw B--PI -24sb r N., U514 4000 ALUMINUM SINGLE HUNG WINDOW SGP.= Ny4vion Dam EQUAL LEG AND FLANGE - SMINOTES0'. lc STATERnNG NO. 'C.F20ft10PN.G. 08-02217 " S �4 `-SEE NTS p°E 09/05/13 s"E` 1 OF 13 "Im"ll I FI HI 107" MAX FRAME 15" 7 1/2" MAX TYP.- WIDTH 4" MAX MA% 4 1/2" MAX TYP. 4" O.C. MULLIONCLUSTER 8 SEE CHART 4 7/8" MAY r- 9 1/2" , MAX O.C. '6" ME 6 1/4" 6 1/4' 18 18 ' 6 16 18 ICHT MEETINGFAIL CLUSTER SEE CHART b3 •I I• LJ ��- i , 1' L /� /� E 4 7/8" MAX 4" VAX -i 15' I MULLION f j CLUSTER MAr A 8 7' MAX TYP. 10" MAX TYP. i---I 4000 ALUMINUM SINGLE HUNG TWIN WINDOW EXTERIOR VIEW 119TAL dug uls0fl=N FORWOODINSTAUARON RNSONS NOTE' REV DESCRIPTION WTE APPROISD 1. FLANGEUNITDIMENSIONS; lM'X77'TfPTO RP dAg 3. INTERIORAND EXTERIOR FINISHES, BYOTHERS, C REVISED PER NEw REOUiREMEMS It/29/t] R.L. NOTSHOWNFORCLARITY, & SILL RETAINER FULL LENGTH OFSILL CHARTTl1 FAR MFTAI AND MA.QONRY/CONCRFTF IN.STAI I ATTON - MEETING RAIL CLUSTER SEE CHART #3 4 9/16" MAX TYP, ANCHORS TO BE , EQUALLY SPACED FOR NUMBER OF ANCHORS REQUIRED SEE CHART #'3 THIS SHEET. GESIGN PRESSURE HATING _1MPACTRATING 385.0PSF SMALc MISSILEIMPACT MISSILELEVELD, WINDZONE4ANDHVHZ MISSILELEWLD, W/NOZONE4ANDWIILZ FOR OTHER UNITSRAThVGSSEECHARTRi FOR OTHER UNITS RATINGS SEE CHART 02 7/16" 15/16 .035' SENTRYGLAS 3/8" AIR CAP BY XURARAY 3/16" H*-- EXTERIOR 3/16" HS .035" SENTRYCLAS BY KURARAY 3/16- HS 3/16' HS1/8' TEMP 31 72 31 R SYSTEM !31 INTERIOR " BITE J SIKA 552 3/A" BITE ?AUkl.INUM BEDDING EXTERIOR 552 GLASS GLASS BEDDING AwOn Piamrn(pYJ Remo Prone nqN (M) Haight noo 72w mw Dow fW.w I.) Pw Ng Pw w Pw Nw Pw NW Pw Ne0 son 1m.o 1`wo Imo Iwo 1m0 M. 1m0 IW.O 1m0 159.0 3Aw 1m.0 t00A im.0 150.0 1m.0 160A 1m.0 150.0 1m.0 1m.1 12w 1m.0 1590 1mA 160.0 im0 1'.A.O Im.O 101.0 1m0 IMA 49w 1mA 1500 1m.0 15D.o 1m.0 tma 1m.0 1m.0 111.9 111.9 60w Im.O i00D 1m.0 tno 1m.0 M.0 119.6 118.8 1033 l-M e9.w 1m0 16D.0 1m0 150.0 1m.0 tm.9 107.2 985 6FW tm.o 150.0 1m0 139] 1m.0 R1.3 10).2 107.2- Fl3 913 93 TJ.w 1m.0 138.9 1m.0 tmb 1WA 1wA VJ.9 Bi2 i&W 1m.0 48.0 it}3 11 .2 191.0 1 .0 ffL0 wo 9}.0 OSO ..0 .0 CHART#2 FOR WOOD INSTALLATION . fhiOe PE®rr. rPNl F Rmn (m) Ighl tmg1R o2w moo 7-F ebw 9e.w fmw (N) Pea Nq Pae Nm PPa Nw P. Nap 'Pw Nw Sow imm tlB 120.0 1182 1m.0 H93 1m.0 1183 1123 1123 S9w m.0 1101 1mA 1192 TaA t19.2N§4�74.0 W.7 W.7 12w 12. 1192 tmn . 1182 11>.1 117.1WA 65.8 4aw 10D 118.2 1m.0 1183 10i.6 la a 7A 77.8 64w tm.0 itlt2 1m4 1162 tw} 1mJ71.7 71.7 w.w 1mA 1192 C8A 108.4 02 95.367.1 67.1 ww INA 1wd &D &0 903 9i3 1233 �.2 .2 93.9 , 93.9 i A MA wA 60A m.w no 59.1 59.1 . �rn®�®rnmm 00���rmLr�,•;ym�y�T� ®®® �m oo�av ©o oaea o00o r�auoEa©1aaE�Nv m 000a ®o oara raofao 0 0©0©oE�o 'o u©Ea�� �u E� �a riraE�aea ra ra EaEa rare Ea�� m EarJ�i�n rao iaae>. ©uoav as oavo ra r�avae>. 0 0 E7 E� ©El tl E>• S� ®ril70 ra rl E� s� ra ra!>• O ©r7os� rrra E)•OEar)•17Oo0t'>•O©r>•oau ara �� ratraavo rarssao rr ri���ra uEa�a m o©000©avo©©®auooE�oraraE�o PRODUCTNEVISED ra mmVIY<eH wilh 0t4 RwId9 Baildia9 Ccea Aae}Lnwlbol ILI F.xpirxttOa �D•^w� y; u�m�i D"e"a�uw C�a�vot SIGNED: OE/1912018 7500 AMSTBRDMS ORIVB ,11111nfI Hllji 4000 ALUMINUM SINGLE HUNG WINDOW SGP - N4. 52514 EQUAL LEG AND FLANGE - SMI =�': TWIN ELEVATION & GLAZING DETAILS �' }FJ� h - OWG N0. RN � �,G1 STATE '� `(`''•A10R10� 08-02277 C ' Soh•^ GESIGN PAESSUflE gARNG IMPACT RATING 359.iPSF SMALL MISSILE IMPACT b FR HE 53" MAX FRAME WIDTH 15' 4" MAX MAX -{ 4" MAX O.C. I 6 .ANCHORS TO BE EQUALLY SPACED 7/B" MAX T- FOR NUMBER OF r ANCHORS REQUIRED I SEE CHART #6 THIS SHEET. A / 9 1/2" O.C. T- O 0/MAX 5= D _.{___-__ eX 5 I WE GHT MEETING RAIL 6 1/4" I6 18 1/4' 8 CLUSTER SEE CHART j/6 X 9 11//2' MAX O.C. /� 4 3/4" MAX MEETING RAIL CLUSTER SEE IT CHART 96 5 4 9/16" MAX TYP: 7 9/16" MAX TIP. 10 9/16" MAX TIP. I 5 4000 ALUMINUM SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW METAL AND MASONRYI=iCRETEINSTi L ARON DESIGN PRESSURE RATING IMPACTRATING +120.0%150.0PSF SMnLL MISSILEBTPACT MISSILELEVEL D, WIND ZONE4 AND 14VW FOR OTHER UNITS RATINGS SEE CHART" NOTE: 1. FLANGE UNTFD/MENSIONS: S4'X97' 7IP TO TIP 2. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. a NO FASTENERS IN SILL, AT SINGLE UNITSONLY. DESIGNPRESSURERATING IMPACT RATING ±109.1PSF B ' MISSILE IMPACT MISS LELEVEL D, WIND ZONE4AND HVHZ FOR OTHER UNITS RATINGSSEE CHART f5 RM104S flN DESCFIPnON z- OPPRQ20 �C REASED PER NEW REQUIREMENTS tl/29, R.L. CHART #4 FOR METAL AND MASONRY/CONCRETE INSTALLATION' Mndmumdnslpnpm meapntlrychart(py Fume Pod WOm m HO/pm JO.g 90.0 10A - 44g a20 (IP). Poa 1 Nv Pw Nap Pm NNT Pw Nep Pw Nep Tag 1A0 I 1W.0 120A 1. 1.. 1W.0 1xi0 1W0 1A.0 1WA "a 1m.0 11W.0 IAA I I= I1xi0 tW0 i=a I 1Ea0 1120.0 1 1W.0 mu 1xi.0 I 'oug 1 1m.0 1 1WA I 1mu I 1mv I 1xi0 I Imo 1m.0 I 1WA 040 1xi0 1 A 1xi.0 15a0 1xi0 15a0 txi0 1500 1A.0 1W.0 T:HARTIK - Maximum ded9npM=M(ps0 Fbrunlbmabllatlln wood subsbeh Fr.. Rama WltlN b) %Ight Jam 00.00 I200 19.W m0g (In) Pae N Pm N P0s Na Pm N PPa N ]0.W 1xi0 M I19d ,9.a IAA 1A.5 103.3 t0a3 953 3 KIM 11]. 11. 1W.i 1W} W2.5 1 lam 1W.9 100.D Im.8 I I009 MUM 1xi0 tad5 11DE 119.8 tl1A 1HA 10T.] 1mA tODA 100.4 Woo 1145 1169 logo lot 11fl3 I lloA 1 107.7 W.) I IPNA I 10a1 SIGNED: 0211912LI18 WinDoor ORL4ND�O,FFL;32832qIVE �5`R �oArrr PRODUCT REVISED •`� `%W easrmnplYinewiOWeFlorida INCOIRPORAT..D ..ieiant ic 4000 ALUMINUM SINGLE HUNG WINDOW SGP No. 825ta EQUAL LEG AND FLANGE - SMIB3.� ORIEL ELEVATIONMimiDmte ['lo6NLCbgvdDT; AG dAN.G. 08-02217 6 Spr;;• eN..� 3=F 11 53" MAX FRAME WIDTH NOTE: pfl 15•' I. FLANGE UNITDIMENSIONS: 54'X97-TIP TO TIP q" MAX OMAX.C. D 4" MAX 1. INTER/ONDEXTEAIOR FINISHES, BYOTHERS, D NORI OWNFORCLARIT 5F /- 3. NO FASTENERS IN SILL, ATSINGLE UNITS ONLY, ANCHORS TO BE 1 4 7/8" MAX EQUALLY SPACED -� � CNARTO 1 FOR NUMBER OF ANCHORS REQUIRED FOR METALMASONRY/CONCRETE INSTALLATION �- SEE CHART #9 f� THIS SHEET 9 1/2" O MAX O.C. /� 4 9/16" MAX TYP. 1 7 9/16" MAX TYP. MEERRAC 1.- 6 1/4" 1/4" -{ 10 9/TMP" MAX 16 CLUSTER SEE 18 8 CHART #9 96" MAX FRAME I' HEIGHT �,// II MEETING RAIL CLUSTER SEE CHART #9 5 1 5 9 1/1 2" MAX O.C. LJ // 4 3/4".MAX _ 4000 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESCRIPnON MiE PPPRQhO REVISED PER NEW REOWREMEIAS 11/29/I7 R.L. CHART#8 " FOR WOOD INSTALLATION M,Odmum de4 n ,,oti,;i,m capWfy chart n McWmUM des n PItlaslum mpadly chart (p Fmms NtlOht Pe) Panty Wldm Onl Fiume Helghf am P..WWidM n 30.0 84.E 420 480 OD.O Mo 40.E 420 I8.0 020 Poe e0 POO Na0 Pus NV Pas s0 Pus s0 Pos N y Pw Nag Pw I Nsg Poe I Nep I Poe Nog J60 Iwo IWO IWO IWO I 121.E IWO 120.E 1 1 .0 1 120.01 IWO ta,a Mo 141.8 1 123.0 147.E 120.E 147.6 120.E 10.8 iN.6 147.6 420 101E IWO 12LD IWO IWO IWO 120.E 1WO 12D.O 1 .O 420 120.0 147.6 IWO 147.6 121.E 147.0 =0 147.6 1MO 147.8 40A 130.E IWO 1200 IWO 120.E IWO 120.01 IWO 120.0 IWO 40.E 1 .p 147.8 IWO 147.5 120.0 147.61200 14.0 IWO 1Q.8 tfAO 121.E 1W RA.O IWO 120.E 1W0 120.EE 120.E 1W.0 840 1ffi0 147.0 121A 147.6 130.E 1Q.1 120.E 141.E 1W0 1 .9 60.E 120E IWO 120.E 1 A 120.E IWO 120.E 120E 1W.0 80.E 121. 14i.8 120.E 746 1 .0 138.3 121.E 191.1 120.E 12T.8 e0.0 ImO IWO 120.E IWO 120.E IWO 120.E 120.E 1WA 68.0 120.0 la..6 1200 1"..2 120.E 131.8 A20.0 IWA 110E 110.E T1.0 120.E IWO 120.E 1W.0 120.E IWO 120.E 120.E 1W.0 f20 120.E 147.8 120.E 139.8 12D.0 128.g 118E 118.E 1127 112.T 70.0 120.E 1W.D 120.E IWO 120.0 IWO 120.0 IN.0 1WA 78.0 1200 147.6 120 138.3 IMO 121.E 1136 113,6 107.9 107.9 64.E mo IWO 121.E IWO Im.0 IWO 120AIWO 120.0 IWO 840 120E 147.8 1200, 183.5 119.g 119.9 H0.1 110.1 1041 104.1 f0.0 121.E 1WD 121.E 1W0 1M.0 IWO 130.E 120.E iW.O 00.E 120.E 16].0 120.E 131.1 117.3 1173 107.3 107,3 t01.0 101.E 00.E 121A IWO 121.E IWO 120.E IWO 130.E 120.0 'IWO 80.E 120.E 147.6 120.E 129,1 115.1 115.1 104.E IN9 W,4 9A4 ]:MART AIO �©oiar� ©o©000©oraoia©ooEa© m©itE!•O ©O©OOi�©©OO�>•ilE1f�E!•E3• o©ofao Sao©tea oo®©oo©©oo�a© m©o©o�ao�a©moo©©oo©�araooE� ma©©©ea�a©�aofa©©o©tea©o©o© mEa©�©EaE:a©©o©©©o©o�ao�ao© ©©Ea�aEa��a©o©©fto©o©o©o© ©�aEafa ©tea©� o©o�aoEao©ram©o© ■:rraEa�©©©IE7E�E7• ono©o©ss©oEaE>•�� m® FORMETALANDMASONRYICONCRETEINSTALLATION FOR WOOD INSTALLATION , ] SIGNED: O2/19/2018' DESIGN PflESSURERAANG I IMPACTR4741V DESIGN PRESSURE R477NO IMPACTRATING SMALL SMALL 75W AhLSTERDMt DRIVE WinDoor `111W 1uurry , R;,LOMq ♦120.0%750.OP$F MISSILEIMPACT ` 398.4PSF MISSILE/MPACT OALANDO, FL 32832 ' PRODU(7T REVISED INCOR,PORA-MD ee: w.0 afb v,Windwrseam x`` �' JOENBF';.s MISSILE LEVEL D, WIND ZONE 4 AND HVHZ MISSILE LEVEL D, WIND ZONE 4 AND HVHZ -'--0019W1111h4Flon6a'- FOR OTHER UNI7SRA77NOSSEE CHARTN7 FOR OTHER UNITS RAANGS SEE OHARTN8 Rmida4 Cede 4000 ALUMINUM SINGLE HUNG WINDOW SGP : NO 825 Z* Aaeabnce Na L21 [umhdion Dale 41 EQUAL LEG AND FLANGE - SMI EQUAL LEG ELEVATION _ -:A� 0'. AOTN-E� . - _ -• __ _ _ "DD4YamiDMO{YOduGMEtral OWO 0 P.G. IOOPF ' ' NOB-02217 G S']- SAL, uE NTS 61if 09/05/ �-�BF'�F PARTS LIST RflNswrvs aEv OEscwRnory MIE nPROWD c C RENSED PER NEW REQUIREMENTS 1© INTERIOR 12 OR OR 11 2B 2� T �_. 2 .:.. .. _ 19 10 10 is FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS _ REFER TO SHEETS 7- 11 31 32 3 - 3 ' 11 OR'1 - _ - 1 3 28 ©OR 3 0 _1 2 3 OR© - - EXTERIOR ,� HORIZONTAL CROSS SECTION 5 SINGLEUNIT - — - - -- - - - - Q 12 11 OR 12 2 INTERIOR OR 19 10 it 0 2 28 19 13 1 OR 11 1 10 1B - _ 31 32 1 31. 3 3 11 OR 1 _ 28 a ©OR 3 0 - 211 -+ t 0 EXTERIOR 2 0 3 OR© - e HORIZONTAL POST CROSS SECTION =„ 5 TWIN UNIT - SIGNED: 0211912018 75M ANISTME)AM➢ATVE ``\1pUlunpll /! PRODUCT RbV13GD Win moor ORLANDO, FL 32M Yg R;•LO S O INCOAPURATF.IJ vAer:wnAl.ew y;%1JGENgE•'..5���. i ocamT4ying`ri:h nx FbnM r,<m.umws � waw.wivdw,deccom 1 Atra2taaOND1 1219.18 4000 ALUMINUM SINGLE HUNG WINDOW SGR 0. 02514 _ ggleleraioo3ku 0eh+�laelq EQUAL LEG AND FLANGE — SMI B.O.M. & CROSS SECTIONS M�eSDnde lioEutt Conttol ��O •, yTAiE OF_ 4A C, DRAWN:- 'DWE NO. NO, % A :F<OAIOP.%•U,\?��' IME NTS DATE 09/05/13 08 sOx fl2570F 13 C %,/A S��NAL 1", NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-06612 FRAME HEAD EQUAL LEG KEYMARK ALUMINUM 6063-T6 2 FS-06613 FRAME SILL EQUAL LEG KEYMARK - - ALUMINUM 6063-T6 3 FS-06614 .FRAME JAMB EQUAL LEG KEYMARK - ALUMINUM 6063-i6 4 FS-06661 FRAME HEAD FLANGE KEYMARK ALUMINUM 6063-i6 ' 5. FS-06662 FRAME SILL FLANGE 'KEYMARK ALUMINUM 6063-T6 6 PS-06615 FRAME JAMB FLANGE KEYMARK ALUMINUM 7 FH-06615 FIXED MEETING RAIL KEYMARK 6063-T6 ALUMINUM 6063-i6 8 FH-06616 MEETING RAL KEYMARK ALUMINUM 6063-T6- 9 FH-06617 UFi FAIL KEYMARK ALUMINUM 6063-T6 10 FS-06618 SASH JAMB I KEYMARK ALUMINUM 6063-T6 11 FS-06667 7/16" CLASS STOP - KEYMARK ALUMINUM 6063-15 12 FS-06619 1' GLASS STOP KEYMARK ALUMINUM 6063-T6 13 FH-06568 VERTICAL IMPOST KEYMARK ALUMINUM 6063-T6 14 FS-04501 HEAD RECESS COVER KEYMARK ALUMINUM fi063-Tfi 15 FE-5031 SILL SNAP LOCK KEYMARK ALUMINUM 6063-T6 16 FS-06671 HEAD FILLER KEYMARK ALUMINUM 6063-T6 17 FS-06664 SILL RETAINER KEYMARK ALUMINUM 6063-T6- 48 H4000-BL-SL202 SASH LOCK WINDOOR 19 ' BLOCK AND TACKLE BALANCE I WINDOOR 20 S4000-XB-160' SCREEN HEAD,. JAMB AND SILL WINDOOR ALUMINUM 6063-TS 21 S10010-BL-220OR SCREEN SPLINE WINDOOR 22 SBJ-XX-06002 SCREEN CLOTH WiNDOCft 23 54080-ML-F911 SCREEN CORNER KEY WINDOOR ALUMINUM 6063-T6 24 122003 1,187X,350 FINSEAL UURAFAS 25 W4000-BL-20218 I 187X.,100 WEATHERSTRIP FRANK LOWE PROLON 26 W4000-BL-SCE42 1.30OX1.75OX.375 CLOSED CELL PAD TEAM PLASTICS FOAM 27 122001 .187X.220 FINSEAL ULTRAFAB 28 122DO2 ,187X.240 FINSEAL _ ULTRAFAD 29 131096 p6X3/4' SWEEP ATTACHMENT SCREW STAINLESS STEEL 30 131014 18X1' RAIL ATTACHMENT SCREW STAINLESS STEEL 31 121104 SETTING BLOCK FRANK LOWE 85 CURD SHORE A 32 C4000-91-351AX PURFECT GLAZE HOT MELT COMPOUN HENKEL AMERICAS 33 FS-07419 FRAME EQUAL LEG W/ C44NNEL KEYMARK ALUMINUM 6063-T6 34 FS-07418 FRAME FLANGE W/. CHANNEL KEYMARK ALUMINUM 6063-76 35 FH-06670 SHEAR BLOCK KEYMARK ALUMINUM 6063-T6 36 FS-07492 REINFORCEMENT KEYMARK ALUMINUM 6005-T6 37 FS-07493 REINFORCEMENT KEYIAARK ALUMINUM 6005-T6 • - -.•• •• _-• T FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 16 18 4OOR 1 31 ®OR 1 31 3 it OR 12 2 28 26 SEE DETAIL E SHEET 13 eC VERTICAL CROSS SECTION 8 SINGLE UNIT AeVERTICAL CROSS SECTION 6 TWIN UNIT n REVISIONS REV DZSCRIPnON , C REVISED PER NEW REQUIREMENTS VERTICAL CROSS SECTION FLANGE FRAME MEETING RAIL NOTSHOWN t1l P➢PROWD EXTERIOR e ©OR 34 1 1 9 11 OR 1© INTEAIOA z e OPTIONAL HEAD FRAME EXTERIOR 16 ©3ORU 31 14 OR 1© INTERIOR OPTIONAL HEAD FLANGE FRAME SIGNED: 02/19/2018 PRODUCT REVISED ra mrP:yv<, MuI M:llDrldo E:G!SitP. Nb:: WinDoor 75OOAMSTERDA SDRNE . ORLANDO•PL 32S32 INCORPORATAIJ Pss1a!AmnkH vemmindootinc.cOm 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE — SMI B.O.M. & CROSS SECTIONS (augsvu: No 11.1114.19 EXpI[cAM. DaL•(Ij�2,2I2a1� L�vG2- CU:DBS{!'Ll9YNGd( vlYDl • + NO.62 10•'. STATE i'n�'�;F/ORI rS/ONA /nnu DRp1VN: -' —' N.G. OWE NO. 06-02217 REV C SME NTS Darz 09 OS/13 SNEM6 OF 13 I WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & SEALANT SEE NOTES THIS SHEET EXTERIOR SILL RETAINER,. AND #14 CUT -THREAD WOOD SCREW (TWIN UNIT ONLY) BACKER ROD & SEALANT SEE NOTES THIS SHEET WOOD FRAMING OR 2X BUCK BY OTHERS METAL 1" MIN. STRUCTURE EDGE DISTANCE BY OTHERS 1 7/16" MIN. -F EMBEDMENT I BACKER ROD _1L & SEALANT SEE NOTES 1 /4" MAY THIS SHEET SHIM SPACE - #14 CUT -THREAD WOOD SCREW EXTERIOR 1" MIN. GE DISTANCE I M SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR i I INTERIOR SILL RETAINER AND #14 SMS OR SELF DRILLING SCREW (TWIN UNIT ONLY) SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & SEALANT SEE NOTES THIS SHEET 1 /4" MAX. METAL SHIM SPACE STRUCTURE . BY OTHERS 1" MIN, EDGE DISTANCE 1 7/16" MIN. EMBEDMENT A VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. F SHIM SPACE 8c 0NS DEYWprroN REVISED PER NEW REQUIREMENTS MiE 0.°MOKO ` 11/29/1J R.L. 1/4" MAX. SHIM SPACE INTERIOR r- 1" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR BACKER ROD & SEALANT JAMB INSTALLATION DETAIL SEE NOTES 7 METAL STRUCTURE INSTALLATION e THIS SHEET 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 INTERIOR 1" MIN. EDGE DISTANCE #14 CUT —THREAD WOOD SCREW WOOD FRAMING t ik OR 2X BUCK BY OTHERS, EXTERIOR BACKER ROD & SEALANT JAMB INSTALLATION DETAIL eB SEE NOTES 7 WOODFRAMING OR 2X BUCKWSTALL4TION THIS SHEET e METALSRiUCTUREINSTALLATION TSDOAMSTERDAMDELVE WinDoor ORLANDO,FL32W 1" MIN. EDGE DISTANCE - NOTE: e VERTICAL CROSS SECTION 1: INTERIORANOEXTERIORFINISHESBYOTHERS, J WO ODFRAMINGOR2X_BUCK/N57ALNTION NOTSHOWNFORCL4RITY. �2: PERIMETERANDJOINTSEALANTBYOTHERSTOBE" DESIGNED INACCORDANCE WITHASTM E2/12. S. PER/METER TO BE SEALED WITH APPROVED SILICONE F::G9il CT R[vISLD vtq vil60w Florida y,� y,�i u-ia • cW.LB :vslra��m x^te q BY -T2mm ONIv NaExlCowW INCOFO'OAATP.D ee"."xnee"'�" mmam.reu mmmairAoorincmm ` -* -� �'F 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI FLUSH INSTALLATION DETAILS OwwN: - -' N.G. mvc 110. - .. - ' 05-02217 NEv C uuE NTS a'E 09/OS/13EET7 OF 13 2 1/2' MIN. • _ - - aM5i0n5 EDGE DISTANCE av ocstwimlary neiE mRameo e ----�. C DEVISED PER NEW REOUIREMENiS it/Y9/1] R.L. CONCRETE/MASONRY 4 u 1 1/4" MIN. 1 1/4" MIN. BY OTHERS ° • ' ^ EMBEDMENT . _ _ EMBEDMENT OPTIONAL IX BUCK OPTIONAL 1X BUCK SEE NOTES SEE NOTES T I SHEET ET I SHEET 1/4" MAX CONCRETE/MASONRY ''° SHIM"SPACE BACKER ROD SHIM SPACE BY OTHERS & SEALANT SEE NOTES 1/4" ELCO CRETE-F EX THIS SHEET 5S4 1/4" ELCO CRETE-FLEX SS4 a .INTERIOR W 2 1 ... WIN. _ EXTERIOR LL_NLJI INTERIOR EDGE DISTANCE ' EXTERIOR • BACKER ROD ` & SEALANT SEE NOTES THIS SHEET - JAMB INSTALLATION DETAIL $ CONCRETE/MASONRYINSTALL4RON SILL'RETAINER SILL TO BE SET AND 1/4' ELCO CRETE-FLEX SS4 IN A BED OF (TWIN UNIT ONLY) APPROVED SEALANT NOTE, ' f. INTERIORAND EXTERIOR F/NISHE$ BYOTHERS, NOTSNOWNFORCIARRY. BACKER ROD 1/ 4. MAX 2. PETUMETERANOJOINTSEALANTBYOTHERSTOBE & SEALANT SHIM SPACE DESIGNED INACCORDANCE WITHASTM E2112. 3. PERNETERTOBESEALEDWTTHAPPROVED SEE NOTES THIS SHEET SILICONE SIGNED: 02/19/201 OPTIONAL IX BUCK _T 7500 AMSTERDAM DRIVE Wi DOOY APVu;N1iLi VJ\$ft. LQA,, SEE NOTES 3-7 ° --F ORIANDO, FL 325M � SHEET 1 ° u 1 1/4" MIN. Fx::.,^..U.^.i ieEVISE. TNCORPORAIZ?D nowwren.eAw v.,nu+�+' wwvvnndoonm.mm .`` Nr:' VGEN3f `W.S CONCRETE/MASONRY BY OTHERS a° EMBEDMENT ;:geamgb;ir TtA4 Fbrido D'=a:a:n CeL y.{•xn4rv;�;-Zy—ly 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI a No. 82514 BY FLUSH INSTALLATION DETAILS 4 PO 112- MIN CICROSS SECTION un ., 6rATEa '�SSTpNAI EDEDISTANCE CORETFMASORY/NS4 OB-02217 C E�G? S E NTS. -E 09/05/13 --8 OF 13 p °nnN na° I. WOOD FRAMING OR 2X BUCK BY OTHERS SEALANT BEHIND FLANGE EXTERIOR SILL RETAINER AND #14 CUT -THREAD WOOD SCREW (TWIN UNIT ONLY) SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 1" MIN. EDGE DISTANCE I 1 7/16" MIN. EMBEDMENT AX HIM HIM DACE #14 CUT -THREAD REW STRUCTURE BY OTHERS SEALANT BEHIND FLANGE EXTERIOR SILL RETAINER AND #14 SMS OR SELF DRILLING SCREW (TWIN UNIT ONLY) �SILL TO BE SET IN A BED OF SEALANT APPROVED SEALANT BEHIND FLANGE 1/4" MAX. METAL I SHIM SPACE STRUCTURE BY OTHERS 1" MIN. T EDGE DISTANCE 1 7/16' MIN. A VERTICAL CROSS SECTION MIN. � EDGE DISTANCE 4" MAX. J M SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM. SPACE RMIONS DESWIPTON DAIC MPPoVED REVISED PER NEW REQUIREMENTS 11/29/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR 1" MIN. $ _ EDGE DISTANCE 1114 SMS OR TIL SELF DRILLING SCREWS METAL STRUCTURE DY OTHERS EXTERIOR SEALANT BEHIND FLANGE &AMB INSTALLATION DETAIL 9 METAL STRUCTURE INSTALLATION 1 7/16'. AlN. 1/4' MAX. EMBEDMENT SHIM SPACE INTERIOR 1" MIN. EDGE DISTANCE I #14 CUT -THREAD WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS i n7l; SEALANT EXTERIOR BEHIND FLANGE e9JAMB INSTALLATION DETAIL WOOD FRAMING OR2XBUCKINSTALLA77ON SIGNED., 0211912018 EMBEDMENT e METALSTRUOTUREINSTALLATION r WinDoor 1" MIN. EDGE DISTANCE NOTE. 1. INTERIORANDEXTERIORFINISHES BYOIHERS e9VERTICAL CROSS SECTION NOTSHOWNFORCLARITY. WOOD FRAMING OR 2XBUCKINSTALLATION 2, PERIMETER ANDJOINTSEALANTBYOTHERS TO DESIGNED IN ACCORDANCE WNH AST M E2112. 3. PEFUMETERTOBESEALEDWNHAPPROVED SILICONE. PRODIJ TMVISRD INCORPORA= Fl B--p1741gxiNlhcol4A BWdm,O,& A PW No xI 2 E pimtiPo Onro y yq 4000 ALUMINUM EQUAL LE By� FLANGE I MumiOale Pmdcefbpnol DMwx: N.G. w¢ ORLANDOFLFL 32832 �.x`;NS R;.LOA w.mrw�.aw No. 13 514 SINGLE HUNG WINDOW S G AND FLANGE - SMIINSTALLATION dc DETAILSOR-02217 2 1/2" MIN. CONCRETE/MASONRY EDGE DISTANCE BY OTHERS e • a ° 1 1/4" MIN. •e. OPTIONAL 1X BUCK ° EMBEDMENT SEE NOTES 3-7 _f SHEET 1 I SEALANT 1/4" MAX. BEHIND SHIM SPACE FLANGE 1/e' ELCO CRETE-FLEX SS4 EXTERIOR INTERIOR SILL RETAINER AND 1/4" ELCO CRETE-FLEX SS4 SILL BE SET (TWIN UNIT ONLY) IN A BED OF B APPROVED SEALANT SEALANT BEHIND 1/4' MAX. FLANGE SHIM SPACE OPTIONAL 1X BUCK _r SEE NOTES 3-7 SHEET 1 a 3 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY n• ° BY OTHERS e 2 1/2- MIN. --EDGE DISTANCE-- -- - - - RMS-0NS 1 REV IXSMH CN "TE tFPKKD C REVISED PER NEVI REOUIREMENTS 1 1/4" MIN. - - EMBEDMENT - OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET I ••a 1/4" MAX. CONCRETE/MASONRY BY OTHERS SHIM SPACE v 1 /4" ELCO CRETE-FLEX SS4 INTERIOR 2 1/2" MIN. EDGE v DISTANCE EXTERIOR SEALANT BEHIND FLANGE eJAMB INSTALLATION DETAIL 1O CONCRETENAASONRYINSTALLATION NOTE: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCL.IRRY. 2. PERIMETERANDJOINTSEALANTBVOTHERS TORE DESIGNED INACCORDANCE WNH ASTM E2112. S. PERIMETERTORESEALEOW/THAPPROVED SILICONE SIGNED: 0211912018 1 PROoUCFREWSED m m�lYiRR viNOrc FIMyR RuiM�n2Coae ARcpWp No 1•IL19 B,,Q} BY (% R Nl�Dc?e PN4C Cm:ta1 T'� 7500AMST DAMDRNH �QTinD Wooi ORLANDO, FL 32832 INCORPORATED wved�aodnuwm `\•11uu,nq JAS R. LO. : V:' JOENpF - - ft. 82514 � t q STATE OF Ii�.C_''.ATOA101', 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI FLANGE INSTALLATION DETAILS CR4WN: - CWC.ND.- REV J 2 1/2" MIN.. 1 EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS+° OPTIONAL lX BUCK SEE NOTES 3-7 SHEET 1 WOOD FRAMING 'a 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS BACKER ROD 1/4 MAX. J & SEALANT SHIM SPACE SEE NOTES 1 4 ELCO CRETE—FLEX THIS SHEET EXTERIOR7WAIrME1101 / SS4 VERTICAL CROSS SECTION CONCRETFJMASONRYINSTALLA77ON J 2 1/2" MIN. EDGE DISTANCE CONCRETE/ MASONRY ° 1 1/4- MIN. BM BY OTHERS ,°• ° • EMEDENT OPTIONAL IX BUCK SEE NOTES 3-7 SHEET 1 1/4" MAX. SEALANT SHIM SPACE BEHIND FLANGE 1/4" ELCO CRETE—FLEX SS4 VERTICAL CROSS SECTION CONCRETEJMASONRYWSTALLARON NOTE: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINTSEALAWBYOTHERS TO BE DESIGNED INACCORDANCE WRHASTM E2112. S. PERIMETER TO BE SEALED WITH APPROVED SILICONE, 1" MIN. EDGE DISTANCE 1 7/16" MIN, BACKER ROD 1/4- & SEALANT MAX. J SEE NOTES SHIM THIS SHEET SPACE EXTERIOR INTERIOR #14 WOOD SCREW VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION H 1" MIN. I I EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS SEALANT BEHIND FLANGE 1 7/16" MIN. EMBEDMENT 1 1%M1" MAX. SHIM SPACE #14 WOOD SCREW flEY15gN5 Y 0[SCPoPl10N OAR MPA3VE0 REVISED PER NEW REOUIR[uENT6 I1/29/1T P.L. 1" MIN. METAL EDGE STRUCTURE DISTANCE _ BY OTHERS MAX.MAX SHIM SPACE BACKER ROD & SEA ANT SEE NOTES THIS SHEET #14 SMS OR EXTERIOR INTERIOR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION I" MIN. METAL EDGE STRUCTURE DISTANCE 1/4" BY OTHERS MAX. SHIM SPACE SEALANT 0#1114L BEHIND FLANGE SMS OR LF DRILLING REW VERTICAL CROSS SECTION WOOD FRAMING O172XBUCKWSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 7500ANS1 I)AMDRIVB Apt 7� U WinDoor ORLANDO,N7.5Tb32 $F PRODUCT REVISED INCOAPOAATP.D rEioias aw rvhdoodne�n r:' UGe^�W '•;o' ": m comP1Y1n8 xiA Weilvide _ BeiMInE Code / No. W514 Avo N.,.N. -1 - y 4000 ALUMINUM SINGLE HUNG WINDOW SGP ® PxP�allovDAm EQUAL LEG AND FLANGES SMI INSTALLATION DETAILS-'T• BY %�O `. 6TATE DP :' Atli: IAImel ll d Pmd O000el WUYM:;A(Oft1D�:' \2� N.G. 08-02217 C �iFS SbLE TUTS MTE 09/05/13 WE011 OF 13 7,'ONA�Ep `' Y -- REVISIONS -REV OESC IPiIOx C RENSED PER NEW REQUIREMENTS � E --d —1 3/4.. �� 2 /4 IT I . `-2( FRAME (-2) FRAME SILL n3 FRAMEJAMB (al FRAME FLANGE O FRAME SILL FLANGE ©FRAME JAMB FLANGE OFIXED MEETINGRAIL LUMINUM6063-T6.063-THICK LUMINUM6063-T6.072' THICK LUMINUM6063-T6.06XIH1CK ` LIMINUM6063-T6.063'THICK ALUMINUM6063-T6.072'THICK ALUM/NUM6063-T6.063'THICK ALUMINUM6063-T6.0777HICK 1 _18" i (g� MEETING RAIL LUMINUM 6063-T6.063' THICK 15/i6. 1 r T 1 1/4" s SILL SNAP LOCK ALUMINUM 6063-T6.090' THICK 1I�E' t16" 6" 1 9/i 6" r—} 4 5/ 1 11/16" 51 1 t /16" Q(al LIFT RAIL 10 SASHJAMB t t 12 GLAZING STOP LUMINUM6063-T6.W3'THICK UMINUM6 005-T5.070'THICK LUMINUM6063-T6.0a0'THICK ----I— t 1/2" I I 13%i6' 106 s HEAD FILLER ALUMINUM 6063-T6.063'THICK 3 9/16' I- 3 4" 1 FRAME W/ CHANNEL 33 ALUMINUM 6063-T6.063'THICK 4F __:i 2" VERTICAL IMPOST i} ALUMINUM 6005461.062"THICK —{ 3 9/1s•�- I �-2211 /4' 34 FRAME W/CHANNEL ALUMINUM 6063-T6.063'THICK 13/16" 5/16" j 4 HEAD RECESS COVER ALUMINUM 6063-T5.063' THICK 1 318 17 SILL RETAINER ALUMINUM606ST6.063'THICK SIGNED: 0211912018 75M AMSTBRDAM DMVB WinDoor PRODUCTREVi mmin,8wnh0m FlmLy ORLANDO,PL32832 LNCORPORATIR-D n�m eimv o-rorvai,doorincrnm ` BUEWCinO.N Aec ryCmm Na T-1t14.2B 4000 ALUMINUM SINGLE HUNG WINDOW SGP = �1 6m�s^ SIsL�a4L9 EQUAL LEG AND FLANGE — SMI _* 83 4/e" COMPONENTS ='O N.G. 1 088T-02217 5c E NTS W,,E 09/05/13 1SKET 12 OF 13 -lJ 1 15/16.. U 1 f 15/16" —/ SHEAR BLOCK 36 REINFORCEMENT 37 REINFORCEMENT - 35ALUMINUM6063.7'6.090'THICK �UMINUM 6005-T61.090'THICK �LUMINUM 6005-T61.090'THICK ` b8 X 3/4" SELF FRAME CORNER DETAIL #8 X 3/4',' SMS'OR,. � SELF DRILLING SCREW RMSICNS ` flN DESCNIPiION C REVISED PER NEW REOUIREMENTS 10 35 INTERIOR (2) #8 X 2" PH SMS J 1 /2' EXTERIG 5/1- DETAIL E SHEAR BLOCKINSTALLATION 1411 MMWD #6 X 1/2" SELF DRILLING SCREW 3/4 SIGNED: Wi��7500 AMSTERDAM DRIVB nDoor ORLANDO. PL 32832 PRODUtt REVISED n4 WNi`mn$M9111ARCA0a T CORPORA'L'PD wU°tl1O Mry MIMIMN R'.NInd00f1nt.00 6iu1dM3Code nrspwlm No l9•l+19 £q,imuwDnrop yl 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEAND FLANGE - SMI - _# COMPONENTS C Mail OeeD PmGua Cano-m :! N.G. 08-02217 C -. PIECEIV MIMAR 2 9 2019MIAM—DADECOUNTY,FLORIDA 1' gO UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC ty, Permitting 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy WinDoor, Incorporated SCANNED 7500 Amsterdam drive BY Orlando, Florida, 32832 SCOPE: ,t. Lucie County This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "8100" Aluminum Sliding Glass Door W/WO Reinforcements-S.M.I. APPROVAL DOCUMENT: Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non - reinforced", sheets 1 through 27 of 27, including sheets SA, 6A, 7A, 14A, 18A; 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and sealed by Luis R. Lomas, 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: Small Missile Impact Resistant LIMITATION: 1. 3-1/2" sill riser item # 36(sheets 1 thru 7A) is limited to positive (exterior) Dp =+100 PSF, item #37 (4- 1/2") sill riser to be used above +100 psf. 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami —Dade County, Florida, and advertising literature. If any portion of the NOA is 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 # 15-0723.10 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 Sifang Zhao, P. E. lJ— 2 M1NOA No.17-1219.07 Evt n D 01 ilz '/U)pO/ to �6,FI. y e 0 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0209.13) 2. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision C dated 06/15/15, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. 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) Small 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 Sliding Glass, prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210-3573-3 dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 dated 07/30/09 and revised and reissued on 12/16/10, both signed & sealed by Gerald J, Ferrara, P.E. (Note: This test reports have addendum letters dated 08/03/10 &11/29/10, issued by National Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E. (Submitted under NOA No.10-0209.13) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC-2014, dated 07/14/15 and last revised on 03/09/16, prepared, signed and sealed by Luis R Lomas, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc., for "Kuraray Butacite ® PVB", expiring on 12/11/2016. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/ PET co expiring on 11/11/2018. ifang Zhao, P.E. Product Control Examinor NOA No.17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2014, 51" edition, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P. E. 2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P.E. 3. Laboratory compliance statement, as part of above referenced test report. G. OTHERS 1. Notice of Acceptance No. 12-0130.14, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/09/12 and expiring on 03/31/16. 2. Test Proposal #08-0955B (consolidated) dated 01/15/09, approved by BCCO. (Submitted under NOA No.10-0209.13) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. NOA No. 17-0712.03 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/ PET core" (formerly Vanceva), expiring on 11/11/2018. Wang Zhao, P.E. Product Control Examinor NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-2 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated November 30, 2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0723.10, issued to WinDoor, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/07/16 and expiring on 03/31/21. Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.09 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-3 48" MAX, NOMINAL PANEL WIDTH 40" MAX. D.L.O. WIDTH REINF. REINF. REINF. 20' MAX. O / FRAME HEIGHT 118 7/16" 14 I I POCKET WALL NAX. PANEL 1 UNDER HEIGHT SEPARATE �► f y » APPROVAL. TO 108 21/32' x I x I X I X X I X BE RENEWED MAX. BY AHI HEIGHT o II 6" TD 8100 SERIES 4'O x 10'O SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT T x .TALL TYI LOCATED AT ALL 6 PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS (APPLICABLE VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. NOAA REINFORCE UNIT WITH SILL RISER o55 A!A ,�dIIJ�..IIJ.wJ/y 8100 SERIES 4'O x 10'0 SMI NON -REINFORCED SGD FOR WOOD MASONRYA;ONCRETEANDMETAL INSTALLATION 2 TRACKLAYOUT FOR ADDIT70NAL SIZES SEESHEET7 REINFORCE UNIT WITH SILL RISER g VAND 07 DESIGN PRESSUAERATING IMPACT RATING 370.OPSF SMALL MISSILE IMPACT DESIGN PRESSURE RATING IMPACT RA7WG t1f0.OPSF SMALL MISSfIE IMPACT PEV I pESCPIp110N WlC IYPPWCp ' D flEN6ED PER NEW PEOUIREMEMS I1/30/1] fl.l. NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 61h. EORON (2017). 2. WOOD FRAMING/1% OR 2X BUCK, 20 GA. 2% WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/1% OR 2% BUCK, 20 CA. 2% W000 HACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6 .075" THICK. PANEL MATERIAL: EXTRUDED ALUMINUM 6063-T6 .080' THICK. 5. UNITS MUST BE GLAZED WITH SMALL MISSILE IMPACT SINGLE LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN GLAZING DETAILS ON SHEETS 11 AND 12. PER ASTM E1300-04. 6. HURRICANE PROTECTION DEVICES ARE NOT REQUIRED IF THE UNITS ARE USED ABOVE 30 FEET IN HEIGHT IN ANY OR ALL STRUCTURES. 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, < TRACK OR 6 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. PANEL HEIGHT AND P.L.O. FORMULA PANEL HEIGHT =UNIT HEIGHT - 1 9/16" MAXIMUM D.L.O. HEIGHT =PANEL HEIGHT - 9 1/2' D.L.O. WIDTH =NOMINAL PANEL WIDTH - 9 1/2" REINFORCE UNIT 8%TH SILL RISER p36 AND Ki] DESIGN PRESSURE RATING 7 IMPACT RATING t72.OPSF SMALL M1551LEfMPACT FORMASONW=NCRETEAND METAL INSTALLATION FOR WOOD WSTALLATION 8100 SERIES 4'0 x 10'O SMI REINFORCED SGD MR ADDITIONAL SIZES SEESHEET7A FORADORIONAL SIZES SEE SHEET2A 2TRAGKlAYDUJ NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. SHEET NO. DESCRIPTION 1 - 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES 7 DESIGN PRESSURE CHARTS 8 - 10 ANCHORING LAYOUT, NOTES AND DETAILS 13 - 19 CROSS SECTIONS 20 - 23 INSTALLATION DETAILS 24 - 27 COMPONENTS w9uAS7]I0nAMaLuvLE WinDOOY OnT.ANao, FL32Lcu 314CORPORATRD 8100 SERIES SMI REINFORCED &NDN-REINFORCED 4'0 x 10'0 PANEL 2TRACK ELEVATIONS 08-00878 NGTI OF SIGNED: 06/19/2018 STATE OF 98' MAX. FRAME HEIGHT 9fi 7/i 6' MA%. PANEL HEIGHT 86 21/32' MAX. D.L.O. HEIGHT 358 1/2' OVERALL TESTED FRAME WIDTF TO; MAX. NOMINAL L� PANEL WIDTH IREINF. REINF. REINF. �► x x x X x 1 6' TO WEEP SLOT WEEP SLOT 1" X .1875' TYP. LOCATED AT ALL VERTICAL CENTER LINES PEVISIOP$ OESCPIPIIOH MiE IPPPOYIO REVISED PER NEW REOUIREMENTS II/30/17 R.L. 52' MAX. D.L.O. WIDTH / RIP II X POCKET WALL II UNDER SEPARATE APPROVAL. TO BE REVIEWED BY AHJ. 8100 SERIES 5'0 x 8'2 SMI SGD NOTE: TYPICAL ELEVATION EXTERIOR VIEW MAXIMUM AREA OF ALTERNATE SIZES MUST (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS NOT EXCEED FRAME AREA OF 3605q. FEET. APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDRIONS AS SHOWN. i A 1 A 1 1 8100 SERIES 5tO x 87 SMI NON -REINFORCED SGO 2TRACKLAYCUT NON. REINFORCE UNIT WITH SILL RISER P35 DESIGN PRESS URE RATING IMPACT RATING t70.0PSF SMALL MISSILEIMPACT FOR WOODMASONRYICONCRETEANDMETAL INSTALLATION FDR ADDNICNAL SIZES SEE SHEET 7 8100 SERIES 5'0 x 82 SMI REINFORCED SGD 2TRACKLAYOUT REINFORCE UNITWRH SILL RISER&SAND837 REINFORCEUNITW@ISILLRISERMIFAN0437 DESIGNPRESSUREMTING I IMPACTRA77NG t110.oPSF SMALL MISSILEIMPACT PANEL HEIGHT AND D.L.O. FORMULA PANEL HEIGHT - UNIT HEIGHT - 1 9/16- MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2' D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2- OESIGNPRESSURERATING MPACTRATING 381.3PSF SMALL MISSILEIMPACT SIGNED: 06/19/2018 MACO=RPO�TED 75WAMTrERDAMDRIVE pl"" ORIANDO.FL92RTz ; .JiSR. LOI P°��^'u^D0SERIES SMI3.07 NON -REINFORCED ZTRACK ELEVATIONS _ D TJH 08-00878 . NTS — 12/03/09 5-2 OF 27 120" MAX. FRAME HEIGHT 118 7/16" MAX. PANEL HEIGHT 108 21/32" MAX. D.L.O. HEIGHT 6" TO WEEP SLOT 290 3/8' OVERALL TESTED FRAME WIDTH 48' MAX. NOMINAL F 40' MAX. PANEL, WIDTH �— D.L.O. WIDTH ROMP ..... REINF. REINF. O O X I 1 X X X Lo/_ (6) PANELS APPLICABLE 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 3 TRACKIAYOUT NON- REINFORCE UNIT WRH SILL RISER 45 DESIGN PRESSURE RATING IMPACTRATING 370.OPSF emu. MISSILEIMPACT FOR WDDD MASONRY11CONCRETE AND METAL IN; FOR ADDITIONAL SIZES S EE SHEET 7 8100 SERIES 4'0 x 100 SMI SGD TYPICAL ELEVATION EXTERIOR VIEW UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PAN ZE AND USE VERTICAL CONDITIONS AS SHOWN. ��� RMSONS VNCPMI 611E I MPPOVEO REVISED PER NEW REQUIREMENTS 11/30/17 1 R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. WEEP SLOT 1" • .1875" TIP. LOCATED AT ALL VERTICAL CENTER LINES HEAD ©` 8100 SERIES 4'O x 10'O SMI REINFORCED SGD a6 HEAD SILL 3TRACKLIYOUT 4g SILL REINFORCE UNIT WaHSILL RISERA56AND07' RONFORCEUNTTW/THSIUMS A36AM OESIGNPflE65URE MTING IMPACTRAPNG t110.0PSF sL1Au MISSILEIMPACT FORMASONRYMNCRETEANOMETALINSTALLRRON FOR WOOD INSTALLATION FGRADDDIDNALSIZESSEESHEET]A FOR ADDITIONAL SIZES SEE SHEET 7A �y]�,�7� 75WAMST'ERDAMDRIVR W inDoor ORIANDO, FL 32832 INCORPORATED 1,,,= wvw,aiodooMcrnm 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 X 10'0 3TRACK ELEVATIONS 08-00878 —3 OF 27 SIGNED: O6/19/2018 DESIGN PRESSURE RARNG IMPACT RADNG t72.OPSF SMALL MISSILE IMPACT 96 7/16" MAX. PANEL HEIGHT LAX. 86 21/32- AE MAX, D.L.O. HEIGHT 362 3/8' OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL L,�L� 52" MAX. PANEL WIDTH I I D.L.O. WIDTH i REINF. I REINF. 4111 O 0 X X/ /X 1 0 RM90N5 OESCRIMON M1E 1 AVGFQJEp RMSED PER NEW REOUIREMENIS 11/30/17 1 F.L. REINF. NOTE MAXIMUM AREA OF ALTERNATE SIZES MUST NOT «� EXCEED FRAME AREA OF 36O.R. FEET. X I 6' TO 8100 SERIES 5'0 x 82 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT I" X .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 1 1 16 1 A ( ;8100 SERIES 5'0 x82 SMI NON -REINFORCED SGD 48 HEAD 8100 SERIES 5'0 x 82 SMI REINFORCED SGD 48 LEA3TRACx LAYOUT 49 SILL 3TRACKLAYOUT a9 saL NON- REINFORCE UNIT WTM SILL RISER R35 RENFORCE UNIT WITHSILL RISERMBAND137 REINFORCE UNIT W/R1 S/LL RISER 06 AND 137 DESIGN PRESSURERATING IMPACTRATWIl t70.0PSF SMALL MISSILEIMPACT FOR WOODMASONRYA:ONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 DESIMPRESSURER477NG IMPACTRARNG I 7500AMSTSADAMDRIn WinDoor DNdNDD, PL382 PRODUCT REVISED INGOAPORA= No plylnp wHN Ua Flottaa 1mM.Vlew DA-on-ua. 77_121 g,07 8100 SERIES SMI =* ENplmtII Da a OW3112D21 REINFORCED & NON —REINFORCED _ 5'0 X e'2 3TRACK ELEVATIONS � mipm am pmaaa coao-ol DRurx: wro Np. REV :( TJH 08-00878 D scut NTS — 12/03/09 —4 OF 27 DESIGN RRESSURE RATING lMPAGTRATWG 12( F H 286 25/32" OVERALL TESTED FRAME WIDTH { 48' MAX. NOMINAL MAX. PANEL WIDTH D.L.O.L.O WIDTH 1 REINF. FEINT. ?AMEX' REINF. 118 7/16- HEIGHT MAX EL � 10B 21/32- O/ O X I X I X X MAX. D.L.O. HEIGHT L@4 1�1 (DI 1 11 1 :L4 6' TO 8100 SERIES 4'0 x 1010 SMI SGD wCCo GI nT TWI!`dl FI FVLTI/IN FITFFI/IRVIFW (6) PANELS SHOWN. UNLIMRED NUMBER OF APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE AND USE VERTICAL DESIGNPRESSURERATING PUPACTRATMG 370.OPSF SMALL MISSILEIMPACT FOR MASONRY?GONCRETEANO METAL IN! FORADDIDONAL SIZF—SSEESHEE7`7 AD L UNLIMITED CONFIGURATIONS IS NOT EXCEED MAXIMUM PANEL AS SHOWN. REINFORCE UNIT WITH SILL RISER 05 AND 07 DESIGN PRESSURERATWG IMPACTRATSIG t110.OPSF sMALL MISSILE IMPACT RMSIONs e6CPIPllol pdII .VPhVVEO REMSED PER NEW REQUIREMENTS 11/30/17 R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. iD WEEP SLOT 1' x .1575' TYP. LOCATED AT ALL VERTICAL CENTER LINES 48 HEAD FORCED SGD 49 SILL RFINFIIROF IINIT WITH R21 RISER A3RAN0 /D7 DESIGN PRESSURER4TING IMPAOrR471NG t720PSF SMALL MISSILEIMPACT WCONCRETEANO METAL INSTALLATION FOR WOOD INSTALLATION iDDIVONAL SQSSEESHEET`M FORAODITIONALSIZESSEESHEET7A 750DAMISLERDAMDRIVE WinDoor ORLANDO, PL 3]832 PRODUCT REVISED TNOORPORA'I'ED n„mul u+varxwdeodecmm plyln9 wIN, IM10 FIONYo 6pi Ocoos 8100 SERIES SMI NDA�(o. 17-1219.07 REINFORCED & NON —REINFORCED E.plroNeo p, OMIM021 4'0 x 10'0 4TRACK ELEVATIONS By ows NO. PEy ml�m o pFl Canfml TJH IJH 05-00878 D NTS I.E 12/03/09 1s 5 OF 27 SIGNED: 06119201E `1111111111IIITI' P e�R; LO J\"�LEN6 No. Dzsla 120" FIR HEI 286 25OVERALL TESTED FRAME WIDTH 48" —{ 48" MAX. NOMINAL MAX. PANEL WIDTH i i D.L.O..O WIDTH REINF. I// REINF. 4MAX REINF. GHT / 118 7/16" MAX PANEL �►/ 410 108 2132 / O O X 1 X/ X X MAX. D.L.O. HEIGHT 6" TO WEEP SLOT 8100 SERIES 4'0 x 10'0 SMI SGD TYPICAL ELEVATIONEKTEFtIORWEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CON DESMNPRESSURERATING /MPACTRATING 270.OPSF SMALL MISSILEIMPACT FOR WOOD MASONRY=AICREMAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 7 RISERA96ANDA17 DESIGNPRESSURERATING /MPACTRATING t110.0PSF SMALL MISSILEIMPACT RM9 IRV DFS EN WII 70K D REMSED PER NEW REQUIREMENTS 11/30/1] R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. WEEP SLOT 1' x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES HEAD SILL REINFORCE UNIT WITH SILL RISERMANDA17 DESIONFRESSURERATING IMPACTRATING 372.0PSF SMALL MISSILE IMPACT MICONCRE7EANDMETALINSTALIATION FOR WOOD INSTALLATION IDOITIONALSQESSEESHEET 7A FOR ADDITIONAL SIZES SEE SHEE77A TSOOADAMDAIVB WinDoor GAL4NDO, NDO.FEL]2632 PRODUCT REVISED INCORPORATED oyyyjp�ppap�.y�m asmmplylngwltN tNa Floatla 131 coao 8100 SERIES SMI NoA-No. 17-1219.07 REINFORCED & NON -REINFORCED F plmtfon Dow 03/9112021 4'0 x 10'0 5TRACK ELEVATIONS 9Y —7: TJH PYG N0. OB-00878 R[v D mmm as ,eaaot enrol 1' NTS — 12/03/09 —5A OF 27 SIGNED: 0611912018 S�cExaEMgs No. U514 *' . r '/ 96 7/16" MAX. PANEL HEIGHT 98" MAX. 86 21/32" O FRAME MAX. D.L.O. HEIGHT HEIGHT 6" TO WEEP SLOT 358 3/4" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL REINF. REINF. t O � X x I I X _ 52" MAX. D.L.O. WIDTH REINF. 1 8100 SERIES SO x 82 SMI SGD TYPICAL ELEVATICNE HIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL cnP AWn IMP V:RTIrAI rnNnITInNc AG SHnWM D DESIGNPRESSURERATLVG 1MPACTR4UNG 570.0PSF SMALL MISSIIEIMPACT FOR WOOD MASONRYA70NCREIE AND METAL INSTALLA710N FORADDITIONAL SIZESSEE SHEET7 G 49 X DESIGNPRESSURERATING IMPACT RATWG t110.0PSF SMALL MISSILElA1PACT RUSION5 DESGlpP DIE i M--a RENSED PER NEW REOUIREMENM 1 ll/30/17 JR.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. WEEP SLOT 1' X .1875" TIP. LOCATED AT ALL VERTICAL CENTER LINES DESIGNPRESSURE RADIUS IMPACTRARNG t81.8PSF Ste' MISSILELMPACT SIGNED: 06/T8/2018 7500Al&-rMAMDRLVB J�••....... li ii WinDoor ORLANDD,TR.3mu INCOAYOEATED �°""'0'^"'nuo �O V,!VDENdf . S �i ltvim vam uAvdoodmrom 8100 SERIES SMI ova No•6f514 ' REINFORCED & NON —REINFORCED 5'0 X 8,2 PANELS 4TRACK ELEVATIONS Nnx: Dxc xa t¢v '� au"oF . IN 08-00878 D .FS..:�....On.aE2�2`` 98" FIR HE L� 35B 3/4" OVERALL TESTED FRAME WIDTH I 60" MAX. NOMINAL PANEL. WIDTH / I REINF. REINF. VAX HEIMAX. D.L.O. GIREL / MAX. 86 21/32" 0 I O X X \ME CHIT HEIGHT L L 6" TO WEEP SLOT 8100 SERIES 5'0 x 82 SMI SGD TYPICAL ELEVADDN EXTERIOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS SIZE DOES NOT EXCEED MAXIMUM PANEL CONDITIONS AS"5HOWN.— DES/GNPRESSUflE RATNG IMPACTR477W t7o.OPSF &MALL MISSlfE1MPACi POR VW OD MASONRY/CONCRETE AND METAL WSTAL 1 A77ON FOR AD DRIONAL SIZES SEE SHEET T REINFORCE UNIT WRH SILL RISER 06 ANO 07 DESIGN PRESSURE RADNO IMPACT RATING t110.OPSF sMAu MISS/LElMPAC7 PmacXs OESCPIPIgX MR .WPPWEO RENSED PER NEW REQUIREMENTS 1 11/30/17 JR.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360aq. FEET. WEEP SLOT 1" X .1875" TIP. LOCATED AT ALL VERTICAL CENTER LINES HEAD SILL REINFORCE UNIT WITH SILL DESIGNPRESSURERARNG IMPACTRA77NO t81.3PSF 7 SMALL MISSMEIMPACT SIGNED: 06/19/2018 750OAWTEEW"DR `LP••......"", WinDoof ORTANDO,n=32 .`JAS R'CON INCORPORATED m .we,.anmD�"• J �': 'JOO+sp••..s �. B100 SERIES SMI No.62514 REINFORCED & NON -REINFORCED -* D 5'0 . B'2 PANELS 5TRACK ELEVATIONS _ %Jo. •. sTATEOF l �� TJH 08-00878 77- 6A OF 27 8 NON- REINFORCED UNITS DESIGN PRESSURE CHARTS FOR GLAZING TYPES A, 8, C, D, E, & F. Maldmum design jaI11 mcapatlry chart (PF SarIwwmM=lo=flW NooBelnfwwO SOD Wth 1 N4•dll rlaw, IfNn e8062T RWo Sill, Ham 70 Fw anlb InRMIW In Mvwnryl 0nwWa or MWid usf. HahM �) 41.0 30.0 98.0 MlrvlaIEI ftnOw01h 42.0 M) 4fl0 61.0 SOT Pee Nq Pee Np Poa Nvp Pov Nq Poa Nq Pw Nq Pov Nq 80.0 45.0 1 1 1 91 4 1W0 0.0 A 45.0 009..2 "a 9. 010 4.O 000 45A m.0 Ga 000 0.1LP40 1 O80 L.0 IWO 40 1m.0 45D 10.0 4.0 f00 D 03 45.0 OBD 45A 1m.0 05.0 1LOA 4 IWO 0.5.0 W.] 450 WB 4.0 ]0.6 45.0 TO.p IWO 45.0 Iwo 450 IWO 45A WA 45.0 M.9 9.0 WA 11aa 4S.0 IWO 45A 1mo 45.o w3 46.a 82.9 0.0 74.7 12aO 45A IWO 45.0 IWO 0.0 Bi.O 45,0 l).e 15.0 i0A aAmum a n 11 atl ahem PS SMmB100Alm/num SMISOD WMll MV931/l,ttTO For u1.MssflM1.Mmn s.d. UMu2T o, M.blmVCrc Mehra Nom'nel6npb iBrsl VrbM (b) Q9) 240PoaO 0 .0 0 Po N Po N Nq Poa4 Nq Nq 14 Nq WP W.0 Iwo W.0 IWO WD 100.0 60.0 IWO W.0 IWO MO 09.8 60.0 1 012 1WD WA IWO WO 1W0 W.0 IWO NO IWO wA Sall 60.0 80.1 Bfl0 W.0 1WA N.0 iw.o wA 1WA w0 1WA WO 0.3 WO ]fl] GOO]2.1 Bfl0 Sao Iwo WO IWO Sao 1w.0 wA 99.] 60.0 WB 60.0 f060 WA 1W➢ W.0 IWO WO 03.6 W.0 Pa W.0 8a0 11a0 WD 1m.0 WA Iwo Sao W3 W.0 8a6 6N T4] 120.0 WA WD 0.0 1WA WO m.B 60.09 80.0 ]0.0 MaVmum n u a e art 5 SaNnAluminum SMINomRNnforcM SOD BiW SOD WfN Sl)ill e' Rl.q Ifm 3862TAWB 511( ttem m For unldlndellv0ln Maonry2bnveb w MWI d.umun Hehm Wmml6hlpl4Ponelpd1 (b) fh) ND W. 30I 420 48I 6E0 00.0 Paa Nap Pee Pw Nq Nv0 Poa Poe Ne0 Poe Nq N.fl 1W.0 W.0 IWO 1W.0 60.0 1mA WA t00A WD W,0 IWO 1m.0 N.a W.a 9S2 840 eaD w,u IWa San IW➢ Bo.o Sall 1oa0 w.o 1m.0 w,o ..a W.B W.0 Nt WO w.0 IWA W.0 1WD Sall 0 Iwo w.0 IW.O W3 ]0] rzA rzd Bfl0 NO IWA W.0 IWOimo BOA WA WA =a WD We 14] ]45 1m.0 1SOD W.0 IWA No. wA Sea wA M3 W.0 N.0 111.0 ROD WA 1WA W.0 iW.4 w0 1 W] 1 MO Sall ]0.] ]0.] 1240 WA 1WA W.0 IWA WO I mA I T].e PA mA mA PANEL HEIGHT AND D.L.O. FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/16' MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" D.L.O. WIDTH = NOMINAL PANEL WIDTH -'9 1/2" RmSIONS RSV OESCPIp1'a WiE rnPRO+EO ' I o RMSED PER NEW REZUIREMENLS 11/30/1] RA. Maximum dadgn pl m Spacify chart SwiwMWM=Inum SMINoM.taftr S00W0211Pd11riw,ftrn a]462TReh0Slll,krn)0 FwunlblrWelfvaln oaa WIN (h) }a0 s0.0 38D Nemml9lnBb firtINNN IhI UO NO Pm Ns, Pw Nq Pas Nep P Nq Pw NqPwNq NAW.0 1WA mo 1W0 WA IWO WA 1W.O 604 N.8 Sao W.2 "a WA IWA NA IW0 60.0 IWA WD IWA Sao W.8 Sao W.1 B80 WA 10a0 NO 91.0 NA 1WA NA IMo 9i3 60.0 ]8A GOO n.1 96D N.0 100.0 Sa➢ 88.8 WA 1WA W W9 800 ]4.5 N.0 Ma 1mA WD 95.0 Boo ]SA NA W,fl W0 W.0114.0 W.0 90.4 WA 14.5 Son w3 WD ]4.]1na0 ,WA m3 W.0 ]0.2 60.0 0].8 WA M.0 Me.pm design reagre c atl Hm eM (PSF NWSWwAluminum SMINOn dfi rc 90n WNS'alllMm,,1Wn3662TRa OSIII,IMM70 FarunlftIs elleOln Wwd Helpm N WBBebf4Nl p10 301.0 38]878 Walh(h) 420 4e0 "a 8aO " .Pw Nq Poa Nq Pw Paa Nap Pw Nap Pw Nq Pw Nq Na m.0 1m.0 Ball 1W0 NA IWO 00.0 IWO mA Iwo Som WA SOD N3 BAa •w.0 low 80.0 IWO WO NA IWO Sao IWO WA 0a0 WA Nt 00.a wD 1m.0 e0.0 p1a Sao e0.0 1m.0 WA W3 ]0a ]Ba ne T2e Ba0 •wD IWO 80.0 w0 mA BOA w.] wD wb 74.5 ]4b A0 70.0 f05a 'ND NO m3 ]93 WO w0 w3 SOD WD 11aa 'Sao W.4 74.5 74.5 WO Sao Sall ]4.] 74.7 1R0 �wA M3 103 702 WA ]]D A 1 700 M.0 73o0AMSTL DAMDRIV8 WinDoor OALNNO0, M 32332 INCORPORATED ! m'm' �a,a.,yodoodoeeem NTS 8100 SERIES SMI REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS 08-00878 SIGNED: O6/19/2018 Dmrt+se Ti REINFORCED UNITS DESIGN PRESSURE CHARTS FOR GLAZING TYPES A, 8, C, D, E, & F. mum de g. .a .q dty, o .H F SW81WA/Uminum SMIR&nf=rt SOD MN 4114.111 rla, Item 07 For un/b/nlallepin Memnry2enwetoer MetalrbuNre H:bM MMna1Sllpb Panel NASN (bV 0 SAO $&a 120 eR0 BLO 80.0 (bl Pea op Poe Mq Pw ep Pw Rep Pea Nop P. Rep Pee Nap 800 125.3 1W.0 1353 150.0 135.3 150.0 1252 1WD 1253 150.0 1253 81.0 1253 1W.0 V5.3 125.3 IW.O IW.0 125.3 150.0 1253 120.5 120S 1133 IN.8 113.3 p0.0 R59 IIMOM4 152A IM.3 123.9 1W.0 123.3 1WA 103 150.0 125] 1GB.i M.7 120.5 1205 fl3.9 1133 p8A 1253 IW.O 1233 1W.0 125.3 IW.O 135.3 150.0 12M JQ7 117.1 117.1 110.0 110.0 fOSO 1253 1W.0 10.3 1W O 10.3 1W.0 1%.3 138.7 1253 1257 1110 125$ 10.0 103 1W.0 1253 1 .7 1253 129.8 117.3 1173 1200 1 3 W.0 10.3 IM4 1253 138A 121E 121.E 110.0 110.0 PANEL HEIGHT AND D.L.O. FORMULA PANEL HEIGHT - UNIT HEIGHT - 1 9/16" MAXIMUM D.L.G. HEIGHT - PANEL HEIGHT - 9 1/2" D.L.O. WIDTH - NOMINAL PANEL WIDTH - 9 1/2" HamM (pI) ,ENSIGN$ PEV 06CPIPIIOH Wl[ IPP PUTO D RENED PER NEW REQUIREMENTS ll/30/17 P.L. Wi�,�7� 7500A TBIDAMDRNB nDoor ORLANDO,FL328n INCORPORA'PPD i°m°�°"an�wuam vaa•.x%.adoocncwm 8100 SERIES SMI REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS 08-00878 SIGNED: 06/19/2018 N., U514 18" MAX 6" MAX. 7Y. 6" MAX. 16" MAX 24" MAX SEE ANCHOR CLUSTER HEAD O.C. DETAIL, SHEET 10 INTERMEDIATE ANCHORS . TYPICAL '1( ATYPICAL O.C. TYP. z z z T_ E 0 F z U U O NOTES SHT 8 6" MAX. - SEE NOTES 1 &2 SHT8 6" MAX. TYP. I 1" MAX. O.C. TYP. a G MAX. x MA%. 0 HEIGHT SEE NOTES 1 & 2 SRI 6 6" MAX. TYP. 4` . I SEE ANCHOR CLUSTER SILL J —� 4" TYP. DETAIL. SHEET 10 INTERMEDIATE ANCHORS TYP. TYPICAL TYPICAL 4'0 X 10'0 ANCHORING LAYOUT NON —REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN. APPLICABLE TO ALL CONFlGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Number0]an orlowEona required ollambA hood, en mu .—. Tu6 ench0r4 ar/pwtipn br 2 track, 3 track end 4 track, 3 onchars 6r I0ca0pn br5 trout Lnpb Panty WlaN (Inl N,70 ]AB 30.0 360 410 410 UO BBO PN Ambi N64 uR ambe NW mbi H6i uY lam6a H64 Amba M66 uHv Amba X66 u6 mba N66 u4s Bp0 6 1 ! 6 1 4 6 2 6 6 2 e 6 3 B 6 3 e 3 6 BM B 1 ! 8 1 t 6 2 6 6 2 6 6 3 6 6 3 6 6 3 e 4 ) 2 6 ] 2 6 T 3 6 7 3 6 ) 3 6 gag ] 1 ! ] 1 t ] 2 6 7 2 6 ) 3 8 ] 3 6 l 3 e iG60 ] 1 ! ] 1 t ] 3 6 ] 2 6 ] 3 6 ) 3 6 11A0 6 1 ! B 1 t 6 2 8 B 2 B B 3 6 f26o 6 1 ! 6 1 t 6 2 6 0 2 6 6 ] 6 - um er0 an 0r ow6ans u a oa am an rper owaon Htlphl SnplaPinY WIdN IN (IN 21.0 20.0 3&0 420 1 4..6 1 sto 6a0 aa0 6 6 I 6 e 6 6 6 eA0 B 6 B 6 6 B B Pap 6 6 4 6 e 6 B ma 9 a 6 6 6 e p folio 10 10 10 10 1 10 10 1149 H 11 11 11 11 1260 11 1 it 11 H RDssioxs Of6CRIPlaN WE I IPPR—. RENSED PER NEW REOUWEMENIS 1 11/30/17 JR.L. ANCHORING NOTES: 1. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. 5 TRACK FRAME SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. 2. ALL FRAME SYSTEMS. 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK. RAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4- ELCO CRETE-FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2- MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. FOR ANCHORING INTO WOOD FRAMING. 2X BUCK OR 2X WOOD BACKED 20 GA MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE LOAD BEARING SHIM TO BE 1/4". 6. ALL FASTENERS TO BE CORROSION RESISTANT. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSNE STRENGTH OF 3.350 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KSI/Fu=52KSI MINIMUM. SIGNED: 06/19/2018 j 7500AMSRffLDAMDRIVtl oor 11p1' . Lo 5R.......... 01w 0. FL=U2 ...p rr0 RA'tP.D.���N.J`J6ENSE I`tl''tl1� �wvaiodm-"• '•�S ' PRODU&.UZISED - Build ngl np wilh the Floatla Ee 8100 SERIES SMI L4'O No, U514 N0A- . 17-1219.07NFORCED & NON -REINFORCED =1''1 ANCHORING LAYOUT AND NOTES 6�ire11pnD�3,p..021WO STAT60F 4y; 08-ODS78 _rsu-8 OF 27 18" MAX 24' MAX SEE ANCHOR CLUSTER HEAD SEE NOTES O.C. DETAIL. SHEET 10 INTERMEDIATE ANCHORS 1 & 2 SHT 9 6' MAX ttPI TYPICAL' T'(PICAL JP aT fi' MAX. ttP. 6" MAX. T T TYP. 11 IJAX. O.C. T. z z z _r 0 0 0 n 98" 16" MAX. F G F rc MAX. O.C. TYP. z z z �^ HEIGHT 0 O O O 0 Q U U U i SEE NOTES 1 & 2 SHT SEE NOTES T` 1 & 2 > SHT 9 ttP. 6' MAX.CLUSTER SILL TYP. "ill llj'- / J -- 4 1/4" MAX. SEE ANCHOR 4"ttMAX. DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYP. TYPICAL TYPICAL 50 x 8'2 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Numberp/anchOrlO2a k,requi/BO d4"cheat,/IllmpmullionnJbr5 enchon er/pmtlpn br2 treck,3trackeFaRWIck, 3anchvnpor 1peatlpn br6trxkJ Slnpl6Pm2,0 (IN HJpAt IAO 30.0 3a0 I}.0 /30 81.0 000 naJ bmDa NLS Y bmG N63 ad h u8 Je6 H2S aB a N63 Y5 XBS u9a N63 u6 Ba0 B 1 d 8 1 8 2X63 ] 8 8 3 6 9 a R 8 3 6� 5 6 ] 0 070 B 1 4 8 1 d 0 3 6 0 3 B 6 3 0 8 9 6 0 3 0 Oa0 T 1 4 T 1 4 T 2 2 8 ] 3 6 T ] e 7 3 6 O9D 7 1 4 T 1 d T 2 2 B T 3 e T 3 8 T 3 e f0a0 T 1 4 S 1 4 7 2 a.. 2 6 ] 3 8 i 3 0 1140 8 1 4 6 1 4 6 2 2 6 e ] e12aO 8 1 0 B 1 4 6 2 2 0 B ] 6 fA P/0 N r 049 nXTY/dh..p(l.OrpB' OC8 WI w9ft 61n0vPanY MdMON pN MO 90.0 3a0 1 420 IKO HO B40 Bap B e e 6 a 0 e BaD e a 6 6 a e 6 va0 9 9 B B 6 9 B Rao s B a B B foso 1 p m IDp 1 1 10 1 m vao t1 n n n n nap n n n n n RL 10N$ pcsapnax nes ♦eRRavm REVISED PER NEW REOVIREMENTS 11/30/17 P.L. ANCHORING NOTES: 1. FRAME SYSTEMS, 2 TRACK. 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK. HAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2' MINIMUM EDGE DISTANCE AND 2 3/5" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 GA. MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE LOAD BEARING SHIM TO BE 1/4". S. ALL FASTENERS TO BE CORROSION RESISTANT. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,350 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KSI/Fu-52KSI MINIMUM. SIGNED: 061191201 B Wi7� TSOOAM62BRDAMDR nDOOr ORV NDO, FL 32632 TNCORPOAA= ��ww .w,rivd6owc.�om 8100 SERIES SMI `* REINFORCED & NON -REINFORCED 5'0'x 8'2 ANCHORING LAYOUT TJH VERTICAL CONDITION 4" MAX. �J 4" 4'�MA%. 4' I� M-L4' MAX. 2 3/8' 4' VERTICAL COND71ON 4' MAX. 4' MAX. 4" 4" MAX. MAX. 1 " 4" MAX4. MAX. 7 1/8" CLUSTER DETAIL 4TRACKSYSTEM RMS,= Dc CRiPROu 1WTE �RRRCVEO REVISED PER NEW REOUIREMENTS 1 11/30/17 R.L. 4 3/4' SEPARATION SEPARATION�'j�'-Ijrj 4 3/4" 4 3/4" SEPARATTION �1 SEPARATION SEPARATION I" "I 3 TRACK 4 TRACK 5 TRACK POCKET I�RIOR 2 TRACK Fl 1--VIT--�IMII Fl q q H 1�1 WI NI�1 I �1-�-�3Ip�-ICI EMERIOR 2 3/16" 6 15/16"� 4 13/16"_ 4 15/32" HOOXSTRIP ANCHOR LOCATIONS SEPARATION 4 9/16" SEPARATION SEPARATION SEPARATION SEE DETAILS IN SHEET23 SEPARATION HEAD & SILL ANCHOR LOCATIONS SEEDETAILSINSHEETS20.204,21,21A2 AND22A SEE CHARTS ON SHEET 8 AND 9 FOR CLUSTER ANCHOR QUANTITY REQUIRED VERTICAL CONDITION 4' MAX, 4' MAX. 4" 4" MAX. 4' MAX. 4' MAX. MA%, f CLUSTER DETAIL ETRACKSYSTIOd 4 3/4" 4 3/4" 3 TRACK 2 TRACK 238 1_ SEP 43/4' SEPARATTION PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-TS ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WRH (3) #10 R 1 1/4" SO. DRIVE SCREW AT EACH END. ITEM R47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. PRODUCT REVISED FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH q7 TYPE A SS SCREW, ITEM #48. (2) AT EACH CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME, (3) AT EACH CORNER ON 4 TRACK FRAME AND (3) AT EACH CORNER ON 5 TRACK FRAME. 1 5 TRACK 4 TRACK 4 3/4" SEP T10N 7 1/8" SEPARATION 4 /4" L SEPARATION JAMB ANCHOR LOCATIONS SEE DETAILS IN SHEETS 20, 25A, 21, 21A, 22ANDY24 SIGNED: 0611912018 W�,�T"� ]sODAMffiBRDAbf DRNS uRR33`1R I�0ApI1T7ji 11111.A ROALWDO, RL32&12 5 \SVOENdp'••,S i n°R'.amuirtw www.wivdoodncmm ` vJ;. 'W 8100 SERIES SMI NIP U514 REINFORCED & NON -REINFORCED 'k ///J �• ANCHORING DETAILS AND NOTES TJH 08-00878 10 OF 27 .d. PARTS UST RLVNIO RLv )MCRMON DU[ APPROIEP D PENSED PER NEV? REQUIREMENTS I1/30/17 P.L _ 1 CIA i' 3/8' AIR D.A.6053-T6 SPACE 3/0" AIR SPACE 9 16" OA 3/16" HS 3/16" HIS / ,060" TROSIFOL PVB .060' SAFLEX .035" SOP 3/16" TEMP BY KURARAY TEMP PVB BY EASTMAN 1/4" HS BY KURARAY 3/16" HS 3/16" 3/16' HS 1/4" HS EXTERIOR INTERIOR EXTERIOR INTERIOR EATFAIOfl /NIEFVOR CU55 1' GLASS 1' GLASS 52 BITE 52 B LA 51 u SITE V. 43 6B 4} 68 41 68 82 55 82 55 55 - GLAZING TYPES GLAZING TYPEA GLAZING TYPE C SMALL MISSILEIMPACT SMALLNOMILELMPAC7 SMALL MISSILE REINFORCED S NON REINFORCED UNITS flEINPoRCEDBNONREINFORCED UNITS flEINFOflCEDB NONREINFORCED UNRS 1" O.A. 3/8 AIR 9/16- O.A. 9/15" O.A. SPACE 3/16" HS O60' TROSIFOL PVB .060' SAKE% .035 SGP 1/4- HS BY KURARAY 1/4• AS WE BY EASTMAN 3/16- TEMP BY KURARAY 1/4' HS 1/4' HS 3/16- HS EXTERIOR INIENOR I EXTERIOR INTERIOR I Ew 1' GLASS 1" GLASSSS 52 SITE 51 SITE E 43 68 41 68 55 55 82GLAZING TYPE S GLAZING TYPE D GLAZING TYPE F SMALL MISSILEIMPACTSMALL MISSILEIMPACT SMALL MISSILE IMPACT REINFORCED B NON REINFORCED UNITS REINFORCED 5 NON REINFORCED UNITS REINFORCED S NON -REINFORCED UNITS , SIGNED: 9&19/2018 7500A 11L¢DAMDHIVtl WinDoor ORN"CAI�OEL37J7 ,32 Y11pulITU////, AgR LO%7q s'A�`" 'V yJ•OENS ......... m ISED 3NGORPORATF.D ,N �.,yHndonote. F '• PRODUCT REVyl� PLYIng was the planes - N0. 8261d Building Code 8100 SERIES SMI n = NOA-No. 17_1219.07 REINFORCED & NON -REINFORCED Explanation 08n112021 B.O.M. & REINFORCED GLAZING DETAILS -�'' i/G•` LmV O •. STATEOF KU: PARTS LIST CONTINUED gY Pwwn: P� Nd. REV T ` ON SHEET 12 ..rn n m .Cantrnl TJH 08-00878 D i' LA.SS/R... ... x NTS ICATE 12/03/09 —11 OF 27 ///O,. 11111` NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-04611 2 TRACKLK fRPLE HFAD KEYNARK ALUMINUM fi063-T6 2 FS-04788 2 TRACK WS FRAME JAMB KEYMARK ALUMINUM W53-I6 3 S-44119 2 TRACK NSWS SILL PAN KEVMAAK ALUMINUM 606346 4 S-44121 2 TRACK WS SILL INSERT KEYWRK ALUMINUM W63-16 5 i-32124 5 TRACK FRAME HEAD KEYLURK ALUMINUM fi T-32113 5 TRACK FRAME JAMB KDMARK ALUMINUM 6063-T6 7 FS-02180 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6C63-i6 8 f5-02181 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6067-i6 9 S-44123 3 TRACT SILL PAN KEYMARK ALUMINUM 6063-16 10 S-44117 3 TRAC4 SILL INSERT KEYWAK ALUMINUM 6063-i6 11 FS-02071 4 TRACK FRAME HEAD KEYLIARK ALUMINUM E063-T6 12 FS-02070 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 13 S-44118 4 TRACK SILL PAN XEYMMK ALUMINUM 6053-T6 14 S-22124 4 TRACK SILL INSERT KEYMARK ALUMINUM 6063-TS 15 FS-01882 FRAME HEAD INSERT KEYMARK ALUMINUM 5063-76 16 FS-01883 FRAME JAMB INSERT KENlRK ALUMINUM 6063-T6 1] iH-01869 STOP RAR KEYMARK ALUMINUM E063-i6 18 M-04723 BOTTOM RAIL KEYMARK ALUMINUM 6053-T6 19 FS-04766 TALL BOTTOM FALL KEYMARK ALUMINUM 6053-T6 20 MPG PANEL GUIDE NYLON 21 M-0i871 LOCH SALE KflVARN ALUMINUM 6063-T6 22 FH-05044 NTERLOCK SNIE KEYAW ALUMINUM fi063-i6 23 FH-01757 FEMMLE BUR 5111E EXT. OFFSET KEYAWUK ALUMINUM W63-T6 24 M-04750 LANE BUR SALE EXT. OFFSET XCYMARK ALUMINUM 6063-I6 25 M-04826 FEMALE BUTT STILE IW. OFFSET KEYMARK ALUMINUM W63-T6 26 P7569AM DUST PAD 1.244" t .5' • 2.34' 27 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 8063-T6 28 FS-04754 PLAN STILE INTERLOCK KEYMARK ALUMINUM 6053-76 29 FS-04755 MAIN STILE INTERLOCK COVER KEYMARK ALUMNUM 6063-T6 30 FS-05782 NIERLOC% SNAP COVER KEYMARK ALUMINUM 6083-16 31 FS-02726 SOLE LAMB INSERT KEYMARK ALUMINUM 6063-i6 32 FS-02726 PANEL STILE JAMB INSERT KEYNARK ALUMINUM 606346 33 FM-03593 1 3/4' SILL RISER KEYMARK ALUMINUM 605346 34 FH-03652 2 1/4' SILL RISER KEIIIARK ALUMINUM 6063-T6 35 FH-03653 3' SILL RISER KEIMIARK ALUMINUM 6063-16 ifi FH-03654 3 1/2' SILL RISER KEYWRK UM 6063-T6 ALUMINUMvu. 37 FH-03555 4 1/4' BILL RISER KEY INK ALUMINUM 6063-T6 38 FS-02173 HOOK STRIP KEYMARK ALUMNUM 6063-i6 39 FS-04476 HOOK STRIP WALL COVER KEYMPRK - ALUMNUM 6063-T6 40 FS-04477 HOOK STRIP WALL MOUNT KEYMWK ALUMNUM 6053-76 41 FH-01877 9/18' HOMZONTAL GLASS STOP KEYMARK ALUMNUM 6063-76 42 FH-01878 9/18-VERTICAL GLASS STOP %SHIRK ALUMNUM 6063-T5 LA 'I sm PARTS LIST PARTS LIST CONTINUED REYSIONS FROM SHEET I an PfScgIPIION GA*E MPaOKo 0 RENED PER NEW REOUIREMENTS tl/30/q R.L. OPTIONAL SCREENS 5] 57 II �I 72 76 50 50 72 ]6 57 O 57 TSCREEN BOX VERTICAL CROSS VERTICALAL CROSS SECTION SECTION TO BE USED WRN2TRACK MBE USED WITH 2TRACK HAS 27TTACKRMO, 3TRACK AND 27RACKRETRO W5 AND 47RACKFP ME SYSTEMS FRAMESYSTEMS SIGNED: 06/18/2018 ORUfLNIS'tBKL32A32 VH ;`4Y p it I LO277A'' �li]�OOY oxurvDo,rT3ze3z . V\5.........,My INCORPORATED t^„e1eMNN� wwv,WivdooHeccom .` ti PRODUCT REVISED N0.62614 s complying wlm me rode. 8100 SERIES SMI - Building Keen REINFORCED & NON -REINFORCED NOA-Mo. 77-7279.07 B.O.M. & NON -REINFORCED GLAZING DETAILS EaPlmMen gate 03@NE1021 i� 9TAROF By PaAWrc PM. N0. 'O�`�`. A2IX0gN ' G\;`\� m� TJH 08-00878 D ��S3.�' ^ ••"�Slg sr�4c NTS wTE 12/03 09 sNEn 12 OF 27 aANONAL V% NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01879 1' HDR120WAL GLASS STOP KEYMARK ALUMINUM 6063-76 44 FS-01680 1' VERTICAL CIASS STOP XDWX ALUMINUM M-76 45 FH-02642 WOO SUIT SALE RERIFORCJNG BAR KD1AARX ALUMINUM E063-T6 46 EM-05045 INTERLOCK REINFORCING BAR KEIIANI( ALUMINUM 6053-i6 47 FH-03916 FEMALE BUR SRLE REINFORCING BAR KEYMARK ALUMINUM 6063-TG 48 FS-02210 FRAME HEAD COVER KEYMARK AUWNJM 6063-16 49 FS-0220B SILL COVER KEYMARK ALUMINUM 6063-T6 50 SCREEN SPLINE 51 TK83 9/16' GUSMG Y,NR VINYL 52 IP1051 1' GLAZING VNR NIM 53 /19B0-9D00 TANDEM ROLLER 54 2468 DUN. POINT MORTISE LOCK & KEEPE 55 7990 CUSS SETTING BLOCK 56 iP876 INTERLOCK BUMPER RUBBER 57 W333517KDOOD FWSEAL .187 • .350 58 W332217000D FINSEN .187 K .240 59 W231417KDM I FRSBR .187 a .110 60 01017 16 K 1/2' PH TEK SCRRV 61 S-44115 2 TRACK NS INSERT 62 131015 18 r 3/8' PH ME B SS 18-8 ES 63 1310D4 110 n 1 1/4' TYPE F SS 54 131020 17 • 5/8' PH WE A SS 410 55 65 131011 18 a 2' PH TEK SCREW 410 55 66 131009 110 • 3/4' M TEK SCRLW 410 SS 67 LCS068-N5 SNAP IN SILL CATE RUSTIC 68 SIKAFASI 552 GLAZING COMPOUND SIKA URETHANE fig i-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 6063-i6 70 S-44120 2 TRACK NS/WS PETRO SILL PAN KEYMARK ALUMINUM 6063-76 71 SIC GLAZING SEE SHEETS I1 72 14-02727 MT SCREEN TOP/BORON RAIL KEYUAFK ALUMINUM 6053-16 73 FH-0171B W SCREEN STILE KEMARN ALUMINUM 6063-i6 74 FH-02729 MT SCREEN 911LE W/SEAL KEYMARK ALUMINUM 6063-TB 75 FS-0273D MT SCREEN ASTRACk KflVARK ALUMINUM SOU-76 76 M-02300 BOX SCREEN TOP/BOTTOM PULL. KEYMARK ALUMINUM 6063-i6 77 M-02395 BOX SCREEN STYE KEYMARK ALUMINUM 6063-T6 78 IS-02109 BOX SCREEN SNTEP KEYMARK ALUMINUM M-16 79 i5-02650 BOX SCREEN ASTRAGAL KEYMAAN ALUVJNUM 6063-16 80 7500 A04 SICNINRE HANDLE SET 81 i-02125 5 TRACK SILL INSERT KEYMARK ALUMINUM 6063-76 82 TP990 GLASS SPACER NE1MA ALUMINUM AW-3000 83 18 c 3//' PH TV SCREW ea 110 s 3/4' PH TEK SCREW 85 M-04791 FIXED PANEL Z-CUP KETVINK AUUMJNUM 6053-16 L, I� SECTION A 2 TRACK WS FRAME SYSTEM WNH 2' SILL RISER SHOWN. 2TRACKN9, 21RACK WS RETROAND277RACKNSRERTO SILLSANDALL SILL RISERSMAYBE USED. SEED.P. TABLE SHEETS 7A 7A SEE NOTE SHT. 14 7&' S TRACK FRAME SYSTEMW/THI IAI' SILL RISER SHOV SEE D.P. TABLE SHEETS 76 TA NOTE: SEE SHEETS 20, 20A. 21. 21A, 22. 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. RMA0I5 OESCPIPnON met MFPOYEp REVISED PER NEW REQUIREMENTS 1 11/30/17 JR.L. Q TRACKFRAME SYSTEMWITH ]SOD AMSTBRDAM DI0V8 WinDoor OAIA[IDD, PL 37B12 INCORPORAT::D 1muaro .rrc.vVvdcotivc.mm 8100 SERIES SMI �* REINFORCED & NON —REINFORCED VERTICAL CROSS SECTIONS 08-00878 SEOTIC PLAWSRLEAT3 SECTION F LOCK S77LEAT2 TRACKJAMB PEY I OESCPIPigx CAL I MPPP ' RENSED PER NEW REQUIREMENTS 11/30/1> R.L. SECTION H REINIORCEDINON REINFORCED INTERLOCK STILEAT FIXED PANEL NOTES: EXTERIORHOOKSTRIP 1. FIXED PANEL TO JAMB CONDITION: FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #85, FIXED PANEL Z—CLIP. ONE Z— CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24' FROM BOTTOM OF PANEL UP. EACH 2—CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84. #10 x 3/4" PH TEK SCREWS AND THEN IT 15 ATTACHED TO JAMB WITH (3) ITEM #04, #10 x 3/4" PH TEK SCREWS. SECTION D SHEET 14. SECTION EE SHEET 18 AND SECTION Z SHEET 18 SHOW A FIXED PANEL TO JAMB CONDITION. 2. FIXED PANEL TO FIXED PANEL CONDITION: TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM #83. #8 x 3/4" PH TEN SCREW. THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL PACED 4' FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER. SECTION D SHEET 14, SECTION DO SHEET 19, SECTION 0 SHEET 15. SECTION U. SHEET Is AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION. NOTE: SEE SHEETS 20. 20A, 21. 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOL SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL ANE JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. SIGNED: 0WI5 7500At,SIBRDAMDRTVE A`xAR l`O/ �1t1DOOY OplA O.FL3 2 VYS, INCORPORATED ibmAemm uroW.uuJo4vn�rom .: "; " ENa" PRODUCT REVISED complying with the Rod aa 8100 SERIES SMI No. 12514 as 0No teas REINFORCED & NON -REINFORCED -* NDA.Ng. 1]-1219.07 -------- HORIZONTAL CROSS SECTIONS 08-00878 SECTION C 5 TRACKFRAMESYSTEM WITN3°SILL RISER SHOWN, ALL SILL RISERSMAYSEUSEO SEE O.P. TABLE SHEETS 7117A NOTE: SEE SHEETS 20, 20A. 21, 21A. 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. REVISaxs 7' ocsnimox i ws -'—a � D REVISED PER NEW REO'LIREMENTS 11/30/17 I R.L. I SECTION E LOCK STILE AT 5 TRACKJAMB `��7� T500AMSIBRDAMDRIVB WinDoor ORLANDO.PL32Bi2 INCORPORATED �'41,a ,m,,��yo��� D TlvNtiv B700 SERIES SMI 0,07, REINFORCED & NON —REINFORCED ,___. HORIZONTAL AND VERTICAL CROSS SECTIONS 5T N.. V51A SECTION J REINFORCED INTERIOR FIXED BUTT SRLE TO LOCK SRLE SEE REIN. NOTE SHT. 15 SEE NOTE REIN. SEE RIN. NOTE SHT. 15 SECTION L REINFORCED INTERLOCK SRLE M REINFORCED INTERLOCKSTILE !� 45 66 SHT 15TE RM40M REV I� OESLRIn I MiE I MPRRYO I D I RENSED PER NEW FEOUWEMEMS 11/30/ll R.l. 65 SHT. 15 EXTERIOR 1 SEE NOTE SECTION EXTERIOR ,REIN. REINFORCEDEMERIORFOEDBUTTSRLETOPLAWSRLE �� 15 54 99 58 HEAD 48 SEE NOTE SECTION SILL 49 14 LOCK STILE TO REINFORCED EXTERIOR FIXED BUTT SRLE REINFORCING EAR NOTE: ITEM #46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM 866. ITEM 647, FEMALE BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUR STILE OFFSET WITH REM #55. REM 145. 6000 BUR STILE REINFORCING BAR IS SECURED TO FEMALE BUR STILE AND FEMALE BUTT STILE OFFSET WITH REM #66. ALL SCREWS ARE SPACED 6' FROM TOP AND BOTTOM OF STILES AND ONE AT MIDSPAN. EXTERIOR StT:TIUNV HEAI 45 66 REINFORCED/NTERICR SEE REIN. NOT FIXEDBUTTSRLETO PLAINSRLE SILL SHT. 15 SI( WinDoor o 3x"B I COAFORA'L•PID 8100 SERIES SMI = REINFORCED & NON -REINFORCED HORIZONTAL CROSS SECTIONS TJH 08-00878 -EO15 OF 27 SECTION P NOM REINFORCED INTERIOR FIXED BUR STILE TO LOCI( ME SEE REIN. NOTE SHT. 15 SECTION R NON -REINFORCED INTERLOCK STILE TO NONiREINFORCED INTERLOCKSTILE 45 66 SEE Q REIN. NOTE SHT. 15 EXTERIOR SECTION S NO REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN SRLE SECTION " OLjp1Ne. 1- 19.0 LOCKSTILE TO NON -REINFORCED EXTERIOR FIXED BURSTILE N1]T 0= anTrzozl RfV DESL FT 2l_ MFRM! D RENSED PER NEW REQUIREMENTS 11/]0/17 R.L. SECTION T EXTERIOR NON.REINFORCEOWLEBU STILE TO MON-REINFORCED LOCKING BUTTSTILE 756DAMSTk""DRI WinDoor ORLANDO,PL]]JETZ S]CORPOR = I'm tlIMIdM BIOO SERIES SMI REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS JH OF SHT. 14 RMSONS pEV D6CPIPIION MlE MPPgED 7 15 D RL�ISED PER NEW REQUIREMENTS 11/30/17 R.L. 57 20 SEE NOTE 48 11 20 57 15 SHT. 14 17 63 17 EXTERIOR 43 at 63 .INTERIOR v INTERIOR EXTERIOR 18 OR 19 71 71 53 41 51 OR 52 1� 51 63 Z@ 63 57 137 E SHEETS 7 & 7A 53 OR 34 SEE SHEETS 7 &7A 9 34 OR 10 OR 36 18 OR 19 36 OF 35 I 1 I SILICONE SSILICONE SEALANT SEALANT 62 67 49 SEE SHT. NOTE 57 57 13 14 52 57 SECTIO14AA 14 SECTION BB 37FACKFRAME SYSTEM 4 TPA CKFRAME SYSTEM SEE D.P. TABLE SHEETS 7A 7A SEE D.P. TABLE SHEETS 7A 7A SIGNED' 0611912018 7300ANM4 D.9MDRIVB P1111HIIIgTY WinDoor ORL&NDO,PL32832 J,SR:��My INCORPORATED Fw a,l cscwivdooEPuwm �:' JCENSp •..tT PRODUCT REVISED 8100 SERIES LMI ND.82514 PIYI with the Flor1Ja :• �. eulialnD ca REINFORCED & NON -REINFORCED - /J /�j NOA-xo. 77-1279.07 VERTICAL CROSS SECTIONS ��'•, t uPlrzuonoa Dsu1MO21 STAIEDF DAAWN: Dwc N0. REV i .(� •:. fLOF1OP,!G2`` mien. PPIh eat ceetm TJH 08-00878 D '�;......... .. SCV.E NTS -E 12 03/09 --17 OF 27 1", 1It'll J INTERIOR EXTERIOR SECTION EE PLAIN SMFAT3TRACKJAMB HEAD SECTION SILL LCCKSTILEA73 TRACKJAMB RNIAONS DESCRIPIICN WR .NGROYED PER NEW REQUIREMENTS 11/30/17 1 R.L. RXED PANEL AT d 7RACKJAMB W,,�T� '/30DAMSRSRDAMDRWH inD00Y 0REAND0,n32832 INC0AY0RA'1ED ��°°°"imMiaDs"'m a-vv,WiodoDd�ccom 8100 SERIES SMI :* REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS 08-00878 R_L'18 OF RIOR IOR SHEETS 7 & 7A OR 33 OR 35 37 ONE ANT SECTION SB STMCKFRAMESYSTEM SEEAP. TABLESHEETS 7& 7A PEVISONS OESCPIPfIpN MK MPRW(D REVISED PER NEW REQUIREMENTS 11/30/17 R.L. RIOR 1,Q SECTIONZ FLKEO PANEL AT 5 TRACK JAMB 7500AMSTPRDAMDSIVE WinDoor ORLANDO``p1�J ,F 32832 � JVS,..:LO .Lo LNCORFORAIRD eC`"iwyi�dif0 sma�dwdrcwm �;:" J�N&F ICT REVISED 8100 SERIES SMI e = No. 62614 tying wRN the Pm&Bg REINFORCED & NON -REINFORCED Code HORIZONTAL AND VERTICAL CROSS SECTIONS ST ❑v '•,� 17-1219.07 , y . 08-00878 ssgPE118A OF 27 f RNSIONS 58 30 22 26 71 an DEscRlvnaN wx OPRMD D RMSED PER NEW REQUIREMENTS 11/30/17 R.L. SEE NOTE SUI. }4 25 83 32 26 21 52 44 56 INTERIOR Irk/ L SEE REIN. NOTE SHT. 15 58 30 66 22 26 45 71 EXTERIOR SECTION DO SEE NOTE HEAD SEE NOTE J49 NON -REINFORCED FIXED PANEL S . 14 SHT, 1447 SILL TO FlXEO PANEL AND INTERLOCK 65 25 63 32 26 21 52 44 56 INTERIOR EXTERIOR SECTION CC SEE NOTE 48 HEAD REINFORCEDFIXEDPANEL SHT. 14 4g SILL TO FIXED PANEL INTERLOCK SIGNED: 0611912018 7500"SlH AM DRM WinDoor o}Iuunnp7j JCS R;,LO,y�7 ORL9NDO,M32032 INCORPORATP.OVGENSp'`,S MNIasY W1W'.WlvdcOEnC com •'-, �� SED Rilh compWnPRODUCT as p InB h'ilh Nn Fbritla 00F eonaoW,C". 8100 SERIES - = No. 626}q — o **�_ maA o. •17-1219.07 E11 REINFORCED k NON -REINFORCED =•k - HORIZONTAL CROSS SECTIONSL�A2✓/K(/c ExplmtionD 03I31Ro24 Q • STATE OF i /I/` hX DRAWN: DWO W. i'+ RogmP :'G�=� mlam: ovmeaa con:m BENTS 0 O85"'EOD gSSTNALaC;p` wTD 12/03 09 19 OF 27 I� 2 1/2" MIN. 2 3/8 MIN. EDGE DIST. SEPARATION 1X BUCK BY OTHERS. I• 1x BUCK TO Be D a PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR CRETE-FLEX 554 III IIF"^',°�""JIVII IIIILLLIIIL. SILL TO BE SET 1 IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT o v MASONRY/CONCRETE p P BY OTHERS MASONRY/CONCRETE BY OTHERS jp 1 MIN. EMBEDMENT -r. 1/4" ELCO CRETE-FLEX SS4 INTERIOR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT c ` 1 1/4" MIN. J EMBEDMENT 2 1/2" MIN, 2 3/16" MIN. EDGE DIST. SEPARATION 2 TRACK FRAME VERTICAL INSTALLATION . MASONRYXCWGRE7ElNSTAUA77ON 1 4ELCO " E 1/4- CRETE-SEE NUMBER OF ANCHREOUIRED AT JAPER TABLE SHEETS 8 2 PASEPA RMSi0N5 0[SCRIP oI REVISED PER NEW REQUIREMENTS 1/4` MAX. SHIM INTERIOR 2 1/LMIN. FASTENER HEADS EDG4SE' TO BE COVERED WITH APPROVED SEALANT 1X BUCK BY BACKER ROD AND 1X BUCK APPROVED SEALANT PROPERLY SECURED By OTHERS (SEE NOTE 2 SHT. 1) 2 TRACK FRAME JAMB INSTALLATION iX BUGKTO MASONRY,CONCRET E INSTALLATION NOTE: CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK, 4 TRACK & B TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A {p7i7� 7500AMMMDAMDTUVU nD Woor ORLtND0,FL3N32 INCORPORATP.D p�""imalaw aaw.aMMevicwm PRODUCT REVISED 8100 SERIES SMI as mebino with the Hades BaNdln9 coda REINFORCED & NON -REINFORCED No"a. 17-1219.07 INSTALLATION DETAILS EaP4nlldn Dale OW31MO21 DMVM: NVC rvD. W'I By TJH 08-00878 D MIem�V,ao�t Co. �R NTS Imm 12/03/09 "20 OF 27 11, UZ I VPRW D Nw=14 ' PENSgNS 2 1/2" MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION MASONRY/CONCRETE Flv oT3cmFnax wrz MPRwcc EDGE DIST. BY OTHERS D REVISED PER NEW REOUIREMENTS 1X BUCK TO BE a 11 /30/17 R.L. 1% BUCK BY OTHERS. � C � � A p PROPERLY SECURED D 4 1 1/4" MIN. (SEE NOTE 2 SHT. 1) p 0 EMBEDMENT 1 1/4" MIN. �J Lam. 1/4" MAX. EMBEDMENT I I SHIM 1/4'MAX SEE NUMBER OF ANCHORS II 1/4' ELCO SHIM REQUIRED AT JAMBS CRETE-FLE% PER TABLE SHEETS 8 & 9 SS4 BACKER ROD AND APPROVED SEALANT BY OTHERS 1/4° ELCO FASTENER HEADS CRETE-FLEX TO BE COVERED SS4 4 3/4" C WITH APPROVED SEPARATION SEALANT EXTERIOR O O INTERIOR INTERIOR L O 4 d EXTERIOR 4 3/4" 1X BUCK BY OTHERS, SEPARATION d 1X BUCK TO BE 1/4" ELCO d PROPERLY SECURED CRETE-FLEX wITHEAPPRO APPROVED HEADS a (SEE NOTE 2 SHT. 1) SS4 WITH BE COVERED SEALANT BACKER ROD AND A APPROVED SEALANT SILL TO BE SET BY OTHERS IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT 2 1/2" MIN. EDGE GIST. c d v P 'MASONRY/CONCRETE p v ° 5 TRACK FRAME JAMB INSTALLATION BY OTHERS 1XBUCK TO MASONRY/CONCRETEINSTALLATION SIGNED: 06/192019 2 1/2" MIN. 4 13 16" SEPARATION 4 15/32- 7500 AMSTUMAM DRIVE 1pvpllU4Q• EDGE DIST. / SEPARATION yyinDoor onT. 0,;FL32852 `;R: OJEy 5 TRACKFRAME VERTICAL INSTALLATION RNc_( oxATzD �md . ' : VicexaP 8 :d...aoeood�Wm MASONRY/CONCREM INSTAT 7701V PRODUCT REVISED T Nn 82514 ' pl Ina with the Flonao 8100 SERIES SM •k= Building ado REINFORCED & NON -REINFORCED - NDA-No. 17-1219.07 INSTALLATION DETAILS �•0 •��� ,N 'y��� E Plratmn De1A 03/312021 :AO ^STATE OF . 4! ` ///�� DMWx: aWC H0. 78 HEV A` :F "GOFIDI;.:'G,\G��� mum Da T ..... con'" s E NTS -E 12/03/09 08 SOOE820A OF 27 D '''' ," MIN. EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS cnlcnlvn � _� uvlcnivn #14 WOOD SCREW SILL TO BE SET IN BED OF PPPROVED SEALANT OR NON -SHRINK GROUT DOUBLE B BUCK /S. ZX FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1" MIN. ..� 4 9/16" SEPARATION --� EDGE DIST. 1 3 TRACK FRAME VERTICAL INSTALLATION 2 BUCK/WWOFRAMEINSTALIATION MIN. IEN 1 MIN. _ EMBEDMENT DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PECCURED SECURED (SEE NOTE 2 SHT. 1) 4 3/4" SEPARATION 1" MIN. EDGE DIST. PMSIONT OETCFIPFOH Wl[ MPRWED REVISED PER NEW REQUIREMENTS 11/30/17 R.L. L 1/4• MAX. SHIM p==�l #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR 1 / EXTERIOR SEE NUMBER of ANCHORS— / 3 TRACK FRAMEJAMB INSTALLATION REQUIRED AT JAMBS 2KBUCKWOODFRAMEINSTALIARON, PER TABLE SHEETS 8 & 9 NOTE: FASTENER HEADS 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 TO BE COVERED TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 4 WITH APPROVED TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEALANT SEPARATION. 3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A. MIN 7500 AbEnlfflDAM DRIVE rM5B/EaDMENT' WinDoor O)L9NDO,FL 32832 INCGIRPORA'TED n mwvmlvdmdecm PRODUCT REVISED BI D SERIES SMI Bup plying with tpp planes REINFORCED & NON —REINFORCED liame Cone NOAHte. 17-1219.07 INSTALLATION DETAILS ERp4etbn Duly BSI31I2D31 DPANN: NO NO. RFV TJH 08-00878 D No, U514 OF I" MIN. EDGE DISi. 4 3/4' SEPARATION ---}— 4 3/4" SEPARATION DOUBLE 2X BUCK OD FRAMING BY OTHERS.02K BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) HACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEA ANT oR NON -SHRINK CROUT OUBLE 2K BUCK/YlOOD SECURED (SEE NOTE 2 BHT. 1) I' MIN. EDGE DIST. REm9ox9 OMMMax wrz IwrRoso REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 1 5/8' MIN. LL_ 1/4" MAX. EMBEDMENT SHIM #14 WOOD SCREW TO BE ED FASTENER SEALANT RODS 4 RATI I I I iEPARATION INTERIOR I SEE NUMBER OF ANCHORS 4 3/4• REQUIRED AT JAMBS SEPARATION PER TABLE SHEETS 8 & 9 FASTENER HEADS EXTERIOR TO BE COVERED WITH APPROVED BACKER ROD AND SEALANT APPROVED SEALANT BY OTHERS 1" MIN. EDGE DIST. 1 5/8' MIN. EMBEDMENT 5 TRACK FRAMEJAMB INSTALLATION $ PX BUCKA4000 FRNAE INSTAW DON, 4 13/16" SEPARATION 4 75/32" �yJ� T50DAMSDSRDAMDJUV8 WinDooT ORANDO, PL 3A32 6 TRACKFRAME VERTICAL INSTALLATION SIOOAPOAATPD �r aMl�Awf awv.vLWoodaccem ` 2YBUCK4VOOo FR4IAE INBFALfATiON PRODUCT REVISED e 1 m with tho Honda emimea�oP 8100 SERIES SMI -* NOA-No. 17-1219.D7 REINFORCED & NON -REINFORCED INSTALLATION DETAILS ='O eaPlmeoa Da 031311202/ )R¢ owc x4. REY 0Y TJH 08-00878 D mlam aee P,eaau eomml sruc NTS vr[ 12/03/09 a¢p127A OF 27 I" MIN. 7 1/8" SEPARATION EDGE DIST. DOUBLE 2X BACKED )GA STEEL FRAMING BY OTHERS IEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS J14 WOOD S SILL TO BE SE IN BED OF APPROVE SEALANT 0 NON —SHRINK GROU DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1" MIN. EDGE DIST. 4 TRACK FRAME VERTICAL INSTALLATION W000 BACKEOXQ& STEEL STUD INSTALLARCW RmlcO NEWPIMM w1[ ,PPPovso REVISED PER NEW REOUIREMENTS 11/30/17 R.L. MIN. TENT 1 5/D MIN. 1/4" MAX EMBED SHIM DOUBLE BACKED 20GA. STEEL FRAMING #14 WOOD SCREW BY OTHERS (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 7 t/B" INTERIOR SEPARATION Q Q EXTERIOR BACKER ROD AND APPROVED SEALANT 1" MIN. BY OTHERS EDGE DIST. '— 4 TRACKFRAME JAMS INSTALLATION WOOD B4CKI5D20 GA. STEEL STUD INSTALLATION )S NOTE: D WOOD BACKED 20 GA STEEL STUD SUBSTRATE INSTALLATION FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 3 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK, 3 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED:O6119/201 WinDoor W AM DR VL JS R'Lo INCORPORATED 1mP"eioru� vw,.Modoc>»r.ow .` `P: OCENBF'•• S' ;OOUOT R8Y18ED 81DO SERIES SMI : No. U614 mOv.. nNM1 Na FIo,IEa REINFORCED & NON —REINFORCED -* •mB code INSTALLATION DETAILS lH 08-00878 us N7S dnE 12/03/09 5NEfl 22 OF 27 L 1' MIN. EDGE DIST. 1�_ 4 3/4SEPARATION I BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT DOUBLE 2% BACKED 200A STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1' MIN. EDGE GIST. — 4 3/4' SEPARATION 1 5/8' MIN. EMBEDMENT 1 5/8" MIN. EMBEDMENT DOUBLE 2X BACKED 20CA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) #14 WOOD SCREW 5 TRACKFRAME VERTICAL INSTALLATION I WDDD BACKED 20 GA. 67EEL STUD INSTALLATIDN FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1 5/8" MIN. EMBED 4 3/4" SEPARATION 4 3/4" SEPARATION RfVIACNS OESCPoFRON MY MPRWFO REVISED PER NEW REQUIREMENTS 11130/17 R.L. L 1/4" MAX. SHIM 414 WOOD SCREW SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR IHK.— EXTERIOR ROD AND 1" MIN. APPROVED SEALANT BY OTHERS EDGE DIST 5TRACKFRAME JAMB INSTALLATION WOOD HACKED PD DA. STEEL STUD INSTALLA PON SIGNED: 061191201 Wi�nD ]500 AMSTRRDAb1 DAIVB „11111R ILO nDooY ORLANDO,FLJ2932 v�$,,.:......N HC:ORPORAO'ED IWwn1'�a1m ww.cvldnoinuwa �:' JGEN,T�'• 8100 SERIES SMI ZNN V514 REINFORCED & NON-REINFORCED=*O'TYjD•'t INSTALLATION DETAILS �'o '•, 0: 1/4' MAX. SHIM I INTERIOR 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM DOUBLE 2X BUCK/WOOD 1' MIN. FRAMING BY OTHERS, 2X EDGE DIST. BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 014 WOOD SCREW DOUBLE 2X BACKED 20G0. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) PMSIGHS qfV OL SCRIPMN MR IYPPOVLO 0 I REVISED PER NEW REODIREMENTS 11/30/17 1 R.L. 1 MIN. 1/4° MAX. EMBEDMENT � SHIM J_ 1/4" ELCO 1" MIN. CRETE-FLEX EDGE GIST. 884 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) J14 WOOD SCREW EXTERIOR `^ " POCKET HOOKSTRIP POCKET HOOKSTRIP POCKET HOOKSTRIP WOODEACKED20GASTEELSTUD INSTALLATION 2 BU00WODFRAMEINSTALLATION MASONRYCONCRETEINSTALLATION ��7"� T300AMSIDLRDAMDRIVIS �p]inD W oor ORI PL 32832 1NCORPORATETD „� .l. .w,,wudooda.�om 8100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS DIMo! bXC H0. PLV TJH l08-00878 1 D ' NTS d' 12/03/09 41 23 OF 27 1 1/4" MIN. EMBEDMENT N I2 1/4" MIN. EDGE DIST. MASONRY/CONCRETE BY OTHERS STATE OF 1 1/4- 5 57/64" LIL.L Q 2 TRACK WS 2 FRAME JAMB ALUMINUM 600-T6.076'THICK .CE 3 TRACK FRAME JAMB ALUMINUM W0 T6.075'THICK 6 31/32' 3 L O7 3 TRACK FRAME HEAD ALUMINUM 600•M.075-THICK 6 9/76' 3/4" 1 /2" 11/16" O 2 TRACKNSANS SILL PAN ALUMINUM 60046.07S THICK 7 75/32" 3/4" �2' 17/i6- I T Q 3 TRACKSILL PAN J_ ALUMINUM 600-M.076'THICK 6 45/64- 13/TI II 41 61/64" —T 10 3 TRACKSILL INSERT ALUMINUM W0 75.075'THICK TIT� 6 1/16- 1 3/4" Fm Q 2 TRACK WS FRAME HEAD ALUMINUM 600-T6.075'THICK 5 51/64' 9/16- 61/64- O4 2 TRACK WS SILL INSERT —r ALUMINUM 600-M.075' T HICK 5 51/64- 9/16" 61/64' r B1 2 TRACKNS SILL INSERT _r ALUMINUM =I.M.07S THICK IE xcv 0cscevriON Wi[ •pv . 0 ROASED PER NEW REOWREMEMS 11/30/17 RL To 2 TRACK WS RETRO SILL PAN ALUMINUM 600-M.075'THICK 7300AMSTEINDAMORM WinDoor ORIANW, TR 32632 ]I.CORPO]iATP3J �.muiam evw.Wvdoovocmm 8100 SERIES SMI REINFORCED @ NON —REINFORCED COMPONENTS NTS 1 1 /4" 9 11/64" 9 11 /32" i 3/4" rFr-ff I � � � L i t 4 TRACKFRAME HEAD ALUMINUM 606346.07P THICK 9 27/32" 3/4" T 11/16. J—" 1 11/64" 45/64" IF __1 �� 0 32 PANEL STILE JAMB INSERT ALUMINUM 6063-116.075'THICK 27/32" 3 8 @ FRAME HEAD INSERT ALUMINUM 6063-T6.060-THICK L-1 22 2�3/64"�� 45/64".J �7 BUMPER JAMB INSERT ALUMINUM 6063-T6.060'THICK u SILL 4TRACKLLPAN AL UMINUMCK 6.075' THICK L 1 9 5/64" 12 4TRACK FAAMEJAMB � �z 61/64- ��_ ALUMINUMSG63-T6.075'1HICK 1a 4 TRACK SILL INSERT ALUMINUM 6063-T6.075'THICK r 3/16• 1 39/64" 7p INTERLOCK SNAP COVER ALUMINUM6063.T6.051' MICK 1 9/32" 1 35/64" 2e PLAIN STILE T INTERLOCK ALVMINUMM0 T6.07r THICK 3 1/2" 2 13/16- L JI aD HOOKSTRIP WALL MOUNT ALUMINUM606346.075*THICK i LIII�I— 32"ILIIy--� H .831' II 9/16" TL 38 HOOK STRIP 1 39 HOOKSTRIP WALL COVER t 9 TALL BOTTOM RAIL ALUMINUM 606346.060' THICK ALUMINUM6063-T6.0]5'THICK ALUMINUM 6063-T6.030'THICK 4 2a MALE BUTTSTILE EXT. OFFSET ALUMINUM 6063-M.060' MICK pfV510N5 pn Duce, ION wrz op—D 0 RINSED PER NEW REQUIREMENTS 11/30/1J P.L. a s/6 .{ 1 /8' 3 1/2" p3 FEMALE BUTT STILE EXT. OFFSET ALUMINUM 6063-T6.080'THICK 4 13/64" FF9" 4 11 /64" 2g FEMALE BUTT STILE INT. OFFSET ALUMINUM 6063-76.060'THICK n TOP RAIL ALUMINUM 6063.T6.030' THICK —7 1 9/I6" L- 9711 3 29/32" 16 BOTTOM RAIL ALUMINUM 6063.T6.060' THICK 7500AMSTHRDAMPI PPu..Inl WinDOOr ORLANDO,PL3M2 ; 'sR:LO, 3NCORPORATA.D ,� qm �4wo w�.do0oouao< y; uGENsp' 8100 SERIES SMI Z+ N. U514 REINFORCED & NON -REINFORCED COMPONENTS 'p i• _ _._ __ -o. •. MTE DR 08-00878 NTS °^i1 12/03/09 "25 OF 27 T-3/4' �� 2 5/16" 42 INTERLOCKSTILE ALUMINUM 606&T6.00'THICK -------'II�III��� 3 1 /2- � =4" 21 LOCKSTILE ALUMINUM 6063-716.00' MICK a7 FEMALE I REINFORCING BAR ALUMINUM6005-T5.I1 THICK 2 11/32- 11 /64" 1/4" 11/64" �1 29/32" 46 INTERLOCK REINFORCING BAR ALUMINUM 6005-T5.166' THICK 27/32" _ 23/54" 2" 2' 1- expimtmni tpl TM 19/32" 76 BOX SCREEN TOP/SOTTOM RAIL ALUMINUM MW-T6.062"THICK 1 1 9/54" 2 19 L 73 BOX SCREEN STILE ALUMINUM 6063-T6.0W-THICK I I 1 1 31/64- 3/32 6 d 7 BOX SCREEN ASTRAGAL ALUMINUM 6063-T6.M'THICK �� , 23/32" r 3 8 1 /8" 3/8" as1 37/64" . 6000BUTT STILE REINFORCING BAR ALUMINUM 606 f-T6.375-THICK �— 12" 6 .201 P. fi% O O 2 1/8 PRODUC' vlrn euoia"iny c" NOl1-No. J 1 3/4" I - T-q 2 23 1 73 MT SCREEN STILE ALUMINUM B063-T6.O60'Ti1CK �—{- 1 39/64" 72 MTSCREEN TOP/BOTTOMRAIL ALUMINUM 6063-T6.060'7HICK 1 1 3/4" T-D2 1 -� 2 5/54" 7a MTSCREEN STILE W/SEAL ALUMINUM 6063-T6.060" THIC K 5/e" 7/16' 1 T /8" p1 9/16" HORIZONTAL GLASS STOP ALUMINUM 6063-T6.070'THICK 21/32" C7/32 1 T - T pp 1"VERTICAL GLASS STOP ALUMINUM6063-T6.20'THICK 5/8" { 7/32 , L a3 !"HORIZONTAL GLASS STOP ALUMINUM 6063-T6.20'7HICK 1 21/32" T Q 7/16" T pp 9/16"VERTICAL GLASS STOP ALVMINUM6063-T6.OT0'THICK 1 9/54" T 1/4" J 78 BOX SCREEN SWEEP ALUMINUM 6063-T6.060-THICK RMSONS ocs .w . REWSEO PER NEW REOUIREMEMS L� 13/16" .4 24' 7� , aT/sa" 33 13/4" SILL RISER ALUMINUM 606356.060- THICK r2 63/54" 35 3"SILL RISER ALUMINUM 6063-T6.060- THICK I---{- 13/16" 2.8 4 15/64" 37 41/4"SILL RISER ALUMINUM 6063-76.060'THICK o4re pmR 11/30/17 R.L 1f---I— 13/16" 84" O 4 2-15`I`/64" 3a 2 1/4"SELL RISER ALUMINUM 6063-T6.060'THICK 2.69"�� L3 31/64" 36 3 1A9" SILL RISER ALUMINUM 6063-T6.060-THICK 29/64" i,/54" 1 15/32" MTSCREEN ASTRAGAL ALUMINUM 6063-1`6.060-THICK T900AM8O FL328 DRNY WinDoox OALAND, TR.2832 LNCORPORA= it^ ro+aw eum o-wvwivdoodncwm REVISED 8100 SERIES SMI ..Im en. Rmna. REINFORCED & NON -REINFORCED COMPONENTS 0 11 35/64' O 5 TRACKFRAME JAMB ALUMINUM 6063�T6.075-THICK 11 23/32- 1 ]/4' �T rr" L O5 5 TRACK FRAME HEAD ALUMINUM 6063-T6.075-THICK 12 7/32" 41/64' 61/64" 1 T- 69 5TRACK SILL PAN ALUMINUM6OG 76.125'THICK 11 29/64- 5 TRACKSILL INSERT 81 ALUMINUM60S4-T5.12FMCK REVISED I@ thn Fbtltla PMSIONS li PCV OESCMFR10N . M,;O D 1 RVASED PER NEW REOUIREMENTS 1 11/30/17 1 R.L 53/64- Wipj7� 7500AMPffiRDAMDR nDOOr OKANDO,FL32 SCOAPORATP.D pt1i°°'^1A1� ¢savindo 8100 SERIES SMI REINFORCED & NON —REINFORCED COMPONENTS JHJH o-xc No. 08-00878 S1ATE OF