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HomeMy WebLinkAboutNOAMIAMP MI42M-DADS COUNTY, FLORIDA E PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) I n cncr. mr. miamidade. ov/ conom 7500 Amsterdam drive NOV 19 2018 Orlando, Florida, 32832 SCOPE: 5T.. wc(§ County, Perm 9 This NOA is being issued under the applicable rules an re-gtr a tons a 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 p o Control Section that this product or material fails to meet the requirements of the applicable building code. LLIThis product is approved as described herein, and has been designed to comply with the Florida Building Zm Code, including the High Velocity Hurricane Zone. U DESCRIPTION: Series 118100" Aluminum Sliding Glass Door W/WO Reinforcements-S.M.I. U7 J APPROVAL DOCUMENT: Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non- Cn 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 Miarni-Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LIMITATION: 1. 3-1/2" sill riser item # 36(sheets I 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 manufacturers name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any -portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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 NOA No.17-1219.07 MiaMn {Q Expiration Date: March31,2021®JU Approval Date: July 26, 2018 Page 1 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 06115115, 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 E130044 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 "Kutaray 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=>;� y , expiring on 11/11/2018. ifang Zhao, P.E. Product Control Examiner 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, 5th 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 01115/09, approved by BCCO. (Submitted under NOA No.10-0209.13) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SW: 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 BP 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 Wh 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.LO. WIDTH — REINF. REINF. REINF. 10" NAX FRAME II HEI HT 118 7/16" I I I / I POCKETUNDWALL MAX. PANEL ��� ' SEPARATE HEIGHT y ♦It y 4* « y APPROVAL. TO x I x I x x I x x BE REVIEWED II 108 21/32" BY M. MAX. t.TD II 6• TD -A 8100 SERIES 4'O x 10'O SMI SGD WEEP SLOT TYPICAL E[EVADON EXTERIOR WEW WEEP SLOT z .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS T ALL ALL iYP. LOCATED APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL L VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. A NON- REINFORCE UNR' VAIN SILL RISER 135 DESIGNPRESSURERATWO IIAPACTRA71NG qqq t70.OPSFU' NISSILEIMPACT FOR IMOMASONRI'AANCRETEANDMe7ALWS7ALLAWN 8100 SERIES4'Ox 10T1 SMINON-REINPoRCED SGD FORADDIROAFALSIZESSEESHEET7 2TAAGKlAYOUi REfNFORCE UN? H?I N $ILL Rf6FAIJ6 AND fJ) rDSSIGNNPRESSIIE�RR4TlMll vtvemvs Pt6F N c+rz lvvxalo REVISED PER NEW RECUIRD1Vf 11/30/17 1 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 61N. EDITON (2017). 2. WOOD FRAMING/IX OR 2X BUCK. 20 GA 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/IX OR 2X BUCK. 20 GA 2X OOD BACKED STEEL THE D RESPONSIBILITY OF ARCHITECT OR OER ENGINEER OF S 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-TS .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, L TRACK OR 5 TRACK FRAME SYSTEM WITH OR WIfHOUf POCKETS. 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• gE1NT-OBOE UNRWRN SILL gISEA0.96 AND qT DESIGN PRESSUAE RARNO IMPACT RA77M tV.OPSF I : MISSLLE11AIMPACT FOR MASONAYAWNGRETEAND METAL WSTALLATWN FOR WOOD INSTALLATION 8100 SERIES 4'OX 10'O SMI AEINPoRCED SGD FORADDRIONAL SIZES SEE SHEET TA FORAOOfRONAL S2SEE ESSSHEET7A 2110YOI? TABLE OF 1 — 6 ELEVATIONS, HORIZONTAL CROSS 7 DESIGN PRESSURE CHARTS 8 — 10 ANCHORING LAYOUT, NOTES AND 11 — 12 BILL OF MATERIALS AND GLAZIN( 13 — 19 CROSS SECTIONS 20 — 23 INSTALLATION DETAILS i IMPACilL17WG tilO.OPSF SMALL AflSSIIEIMPACT NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. S IN '. PRODUCT REVISED 7500AMSl`KKDAMDRM WinDoor ORTARDQ. PL32612 ]NCOITPORA'TRD s.,caiar7omima-® SECTIONS AND NOTES .M me Plona. ..D�fla SERIES SMI DETAILS Co xolu+a 17-1219.07 emB.Boeo W 0BI51Ti021 8100 REINFORCED & NON —REINFORCED 4'0 X 10'0 PANEL 2TRACK ELEVATIONS DETAILS SIGNED: 08/192018 N0. f rr •,•,� 98' FI HE IdV s P[V UEECFPINN W'E Mi1g170 D REMSED PER 6'EW REQUIREMENTS 11730/17 1 ILL 358 1/2- OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL 52' MAX. PANEL WIDTH D.L.O. WIDTH MAX. CE 96 I MAX. HEIGHT /16" PANEL86 MAX. HEIGNT D L0. / * X REI F. ' X / I' / �► X I I/ I REINF. I M X I" I / REINF. o I X I / I % y X II I1' POCKET WAIL UNDER SEPARATE APPROVAL. TO BE BY VIEWED 6' TO WEEP SLOT _1 r WEEP SLOT 1' X .1875" l TYP. LOCATED AT ALL VERTICAL CENTER LINES NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. (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 CONORIONNSS\AS SHOWN. l*o 1� \ A 8100 SERIES 51D x 82 SMI NON -REINFORCED SGO 2TRACKLAYOUr NON-REINFORCEtWITWRHSILL RISERI3S DESIONPRESSURERATWD IMP4OrR4nNG t70.OPSF'u M/6SILEIMPACi FOR WOODMASONWXCNCRETEANDMETAL INSTALLATIDV FOR ADDI RONAL SDE'S SEE SHEET 7 8100 SERIES 5T1 x 82SM1 SOD TWICAL ELEVATION EXTERIOR VIEW 8100 SERIES 5Y) x 87 SMI REINFORCED SGD Zlm9 LAYOUT LLRISERA38AND07 REINFORCEUNRWGHSUMSEAR36AND037 DESIGNPRESSURERARNO t110.OPSF PANEL HEIGHT AND D.LO. FORMULA PANEL HEIGHT a 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" W��'1� 7SWAMSFURDAHDRIVE inDoor OALANDD, FL•+^+ D7CORPORAIED ti��, �� �, 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 X 8'2 PANEL 2TRACK ELEVATIONS Nc.6R61A IMPACTRATR'G DESIGN PRESSURERATM+G RIPACTRAIWG vacT t81.9PSF AvssSLEu MissILEIM Aer vDMETALINsrALWTDN FORWDDD �AUArav SIGNED.OG119/2018 290 3/6' OVERALL TESTED FRAME WIDTH 1 48' MAX. NOMINAL I� I PANEL WIDTH I 0 120" MAX. REINF. l FRAME HEIGHT 118 7/16' / MAX. PANEL X 0 / Abox IDS 21/32' I O 1 I X I X HEIGHTO 9 I 6' TO 8f00 SERIES 4'0 x 10''0 SMI SGD . WEEP SLOT TYPICAL ELEVATIONmImuKMEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED APPLICABLE AS LONG AS INDMOUAL PANEL SIZE DOES NOT EXCEE /AA\- SIZE AND USE VERTICAL CONDITIONS AS SHOWN_ 8100 SERIES 4'O x 10'0 SMI NON•REINFORCED SGD 4B HEAD S TRALYELAYOUi 49 SILL NON-REINFORGEUNRK MSILLXSERdW DESIGN PRESSIIRERATWG IMPACTRARNG 370.0PSF SMALL MISSILEMPACT FOR WOOD MASONRYiCONCRETEANO METAL WSTAUA77ON FOR ADDRIUNAL SIZES SEE SHEET? R,TIDVS D[sDwvnoR wrz i ..D REWSED PER NM REOUIREMENIS 11/30/17 1 R.L ' 40' MAX. D.L.O. WIDTH 0 — REINF. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 760s0. FEET. X IS ` WEEP SLOT 1' v .1875' :L TYP. LOCATED AT ALL VERTICAL CENTER LINES 'QV' 810D SERIES 4'Ox fO'OSMIREINFORCEDSIS AB HEN 3 RWCKUYOUT t9 SILL RLSNFORCEIINITWRHSILL RISER/SSAND07REWFORCEUNITW17HSILL RISE 0"AND07 DESIGNPRESSURERATING IMPACTRATING OESIGNPRESSURERATING WPACTRARNG t110.0PSF MISSLL�EIMpgGT t720PSF M/SSIUILLIMPACT ORMASONRYICONCRETEANDMETAL INSTALLATION FOR WOOD INSTALLATION SEESHEET7A SIGNED: 0611912018 FORADDII70ML SIZES SEE SHEET 7A FORADD7770NAL 6'—" ����77-�� 95wAmMIERDAMD1DVR ORTA'NDO�SL3 2 \p\\Upill////1' , �g R. LD .. Magog \6s`m"^j00 ��` VY PRODUCT REVISED INCORPORA7ID a,mmmma sw.ND4aedmmm � •, i u mmq\Rn�wIN 6m FlDA4a X N4. 0514 8100 SERIES SMI REINFORCED & NON-REINFORCED euD4leg ODBe Honao. 77-7279.OT - Eg4utien py ON]72027 4'0 X 1 D'0 3TRACK ELEVATIONS I HE 362 3/8' OVERALL TESTED FRAME WIDTH I I 60' MAX. NOMINAL 52* MAX. ..rl wImw (— I D.L.O. WIDTH REINF. I I REINF. I I % REINF. 96 7/16' MAX. PANEL % / // HEIGHT 86 21/32' O O X X X X ' MAX. D.L.O. HEIGHT GM 6' TO J 8f00 SERIES Sex B'2SMISGO WEEP SLOT 1 ryPIG46 ELEVATION EXiER/ORVIEW IAPP PANELS SHOWCABLE AS L NG AS INDIVIDUAL PANELSITED NUMBER OF CONFIGURATIONS INDME DUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL s., SIZE AND USE VERTICAL CONDITIONS AS SHOWN. V` 8100 SERIES EO x8'2 SMI NON•REMFORCED SOD 3TR40KLAYOUT NO* REINFORCE UNIT WRIT Slu RISER 05 DESRTN PRESSURE RAT WO IMPACT RATWD t7o.OPSF RMALI. MISSILEIMPAOT FDR WMD MASONRY=NCREMAND AETAL INSTALLATION FOR ADDR/LM'AL SIZES SEE SREEF 7 pL ws claxmnou w1c �vrw�n PER NEW REOVREMENTS 11/30/17 JR.L NOTE. MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. A Q7 ` WEEP SLOT 1' v .1875' TIP. LOCATED AT ALL VERTICAL CENTER LINES 8100 SERIES S0 x 8'2 SMI REINFORCED SOD 49 SILL 3TRTCKLAYOUf REWFORCEUMFWRNSILLRISERJ3SAlm0.47 REWPOROEUNITWRRS6LRISER/SSAND127 DESIGIJ PRESSURERARNG GUPAOTRAT"MS *t IOXPSF SMALL MISSILEIMPACT PRESSURE R477103 IMPACT RAT A'G 381.8PSF r 6MALL MSSRE/MPACT fu•:i POLL1T wrn.�rr v - -- m 8100 SERIES SMI REINFORCED & NON —REINFORCED 5'O X 8'2 3TRACK ELEVATIONS we Im. D 0 OB-00878 SIGNED. 0082018 c iL u 120' FR HEI 286 25/32' OVERALL TESTED FRAME WIDTH I 48' MAX. N PANEL W MAX. GPREINF. % REINF. REINF. ,ME iNT 118 7/16' M HEICHTEL X 108 21/32' i O O x x I I X I MAX. O.L.O. HEIGHT 6' TO 9100 SERIES 40 x 10'0 SMI SGD WEEP SLOT 11PMALftENA17ON EXTERIM VIEW ELS IN UN APPLICABLE AS ANELS LONG ASN. INDIIVIDUALrTED BPANEL SIER OF ZE DOES NO SIZE AND USE VERTICAL CONDITIONS AS REINFORCE UMT CONFIGURATIONS IS D MAXIMUM PANEL RISERAi6AND07 ±fiO.OPSF I �M' MLSSSAMLL ACT E.PlMl. oFSCPiTW WE •iPRR�TD RXSED PER NEE REQUREEMCN15 I1/30/17 R.L. NOTE: MAXIMUM AREA OF ALTERNATE 52ES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. ` WEEP SLOT T' • .1875' TYP. LOCATED AT ALL VERTICAL CENTER LINES vnvcvo q8 SILL enuPnRl:PIINrt WlM Sfl1 A/SERAKAND 037 DESIGNPRES6URERA7=I �IWPACTR47n?�272.OPSF I CRUAl=,?L32M2 a z WinDoor ORuwo,E¢37mz INCAR7.'OIUTED 1��� ewr..a-+...1••-••, 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 a 10'0 4TRACK ELEVATIONS ooW . I own fro. RW TIM 08-00878 D SIGNED: 061192018 12( F H i 286 25/32' OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 40" MAX. PANEL WIDTH D.L.O. WIDTH REINF. % REINF. VVEE REINF. LIGHT 118 7/16' MAX. PANEL HEIGHT �I 41 108 21/32- O 0 X X I X MAX. D.L.O. I HEIGHT 6' TO 8100 SERIES40 x TO'O SMI SGD wrro a m Riv pTgJnvnW Dnif /.^vzmco D I REASED PER NEW REQUIREMENTS NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sR. FEET. TYPICAL ELEVATION EX MOR NEW WEEP SLOT 1" x .1875" WPANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UN_IMITED 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 CON'-""' """'"' t70.OPSF I SMALL MISSLLENRACT RWOODMASONRY=AFCRETEANDMEFAL WSTAUAn FORAODMONAL SIZES SEESHEbT7 HEAD SILL REINFORCEUNIFWRNSLLLRISER933ANDd97 REINFORCEUN?WIHSILLRISERMSANDRO ➢!SIGN PRESSURE /TARNG IMPACFRA77NG IMPACT M7INO 1110.01SF SMALL MISSILEIMPACT [DESIGNPRESSURERA�YN0 t72.OPSF EMALL MIRSIlE1MPACF FOR MASOAMPCONCRETEANDMETAL WSTALLARDV FOR WOOD INSFALLATM SIGNED., 06/192018 FEW 4QDMONALSIWG6EFftN9P77A ADDTRONALSMESSEE ]6NRAMSTSRDAMURNB WinDoor `RILOIni),. ORLADIDD,PL32812 ; JVs..:.......4% PRODUCT REVISED INCORPORATED iw�� y�,olburfum c� ~•' `LSE••`• ' n mmW�1Iq wIM M�iNrcWa 6mAin0 Caen 8100 SERIES SMI - Na=14 ' /J NOA-Na 17-4219.07 REINFORCED & NON -REINFORCED 1 eel..ann Dwo 03/312021 4'0 x 10'0 STRACK ELEVATIONS M96 7/16' AX. PANEL HEIGHT MAX. 66 21/32' 1ME MAK. D.L.O. GHT I HEIGHT 6' TO WEEP SLOT 358 3/4' OVERALL TESTED FRAME WIDTH _ 60' MAX. NOMINAL PANELIWIDTH 52' MAX. D.L.O. WIDTH 1 I REINF. I REINF. REINF. ' / XI y O X X (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 CONDITIONS AS SHOWN. 7 DASIGNPRESSURERADNG IMPACTR47TNO 170.0PSF SMALL MISSI EWPAC7 FOR HDODMASONRYAONCRETEANDMETAL IMSTA[LARON FOR ADDIT ZONAL SIZES SEE SHEET 7 AFINp rvl NITWRHSRL DESIGNPRESSIIRERARNG UAPACTRA75G *IIO.OPSF MISSILEMPACT ,I RN�.I oE5CF1PIKf1 I _ _ IUIe HFPOYFD ' I D I REV= PER NL1P REOUIRUDfIS 11/3D/1) 1 R.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 DESIGNPRESSURERAITNG IAIPACTRATING t8T.9PSF Ste' MISSILEWPACT SIGNED: 061192018 {�17��7� 7500AMS1'ffitDAMDAIVB w••....."'h W 1ILLloor DRLtNDO,PL3)ID2 INCORPORA7PD "®m�4°0 �••`�J:@e`'•'.1,•(1 lmmmrem awv: {�na-....- REVISED BS614 '• wtmllro FlOHa. 3100 SERIES SMI - ,k REINFORCED [t NON -REINFORCED ='f 77-1218.07 5'0 x B'2 PANELS ATRACK ELEVATIONS US 96 7/16' MAX. PANEL HEIGHT 98' MAX. 86 21/32' FRAME MAX. D.L.O. HEIGHT HEIGHT L 6" TO WEEP SLOT 358 3/4" OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL PANEL I VEDTHI 52' MAX. D.L.D. WIDTH / I I REINF. I REINF. REINF. 0 % o o I x I x I x x (6) PANELS APPLICABLE VERTICAL DESIGNPRESSURERATWG IMPACTRATING 370,0PSF SMALL mimLERA'ACT FOR WOOD MASONRYCONCREFEAND METAL WSTALUT ION FDRADDM0AI4LS¢E66EE6NEET7 UN'LIMRED CONFIGURATIONS IS NOT EXCEED MAXIMUM PANEL DESIGNPRESSURERATING IMPACTRAT/NG 1110.0SF SwF' MISSILEAIPAGT PESTkiPMv nett RENSED PER NEW PEOMgiENENT6 11/30/1T 1 P.L.KftiO.FD MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 3601q. FEET. WEEP SLOT 1' x TYP. LOCATED AT VERTICAL CENTER REINFORCE UNIFWTTH SILL R66ER 05AND 07 DES/GNPRESSIIRERATWG IMPACT RATING t81.3PSF SWILL MISSILEIMPACT FGR= SIGNED: OB/f9201B 2EWSTALunON Po ADD ONAL ESNE A rinDOOY oRLANAnn0 MWAA"' ,%`� -Aq4 :ORPORA'SED � � y,w,m�p��® `` �''' 41�45 •. 8100 SERIES SMI4-1p./aw-1 .=14 REINFORCED &HON-REINFOR��_y'k S'0 X 8'2 PANELS STRACK ELEV'O O •.i •(• ••...fL.......... . �� NON- REINFORCED UNITS DESIGN PRESSURE CHARTS FOR GLAZING TYPES A, B, C, D, E, & F, UM mum dedga pmmmVQdW MM as/aalWAlumimm� aY/NYNttlnldM SDDMN fYt'YII N•u�/fun M&2r •D wu., mm Fd wln/nnlltlln N• nebdNOlduW ltnLL LAD ra0 NenavlBfipN PuetVaa ma a20 Ia0 QAO 60.0 " Pa III Np IPwI NV I Pa q IPa Np PD• Np m0 110 1WA as Imo 0A 1m0 a.D 1mD a.D 1m0 aA wB a.0 BS] no an tmo aA tam tlD +m0 a.D imD 1R.0 1Dm dG0 D18 aB.D Wt mo 64D 1mD aD im0 BA foOD ai0 1ooD a0 ms a.o ]d7 16n nt PBD Ai0 imD ao ime a.0 tmD an W.7 46o W8 K.o ita aD ln0 1w0 •9.0 1mD •DA tm0 6A W.e aA wJ a.0 Dm 'T,—AvLBA iWA aA 1m0 a.0 Pns aD W.a 45.0 Tt.] mum IA®/a v art PS' SMpmWAlvMmtmdNl NOMV+RmwaemMN J 1/I'YIIN®,lam W s ]ilbbo balAsun )0 un blurb! 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FORMUTA PANEL HEIGHT - UNIT HEIGHT - 1 9/16- MAMMUM D.L.D. HECHT - PANEL HEIGHT - 9 1/2• D.L.O. WIDTH - NOMINAL PANEL WIDTH - 9 1/2- flCV I 06CRmWN 01R I ri94hD D "MD PER NEW REOWRENENIS I 11/3D/17 ILL ' Aa mum Duun ad cut 3 atlaaumAluMeaa sYlsrnnlwarD rns•rnrr,lmntlaaxatanmbmm Pmaanlmblrtlmwma io IbbN ILv1av10006 !m ma two •4A H1NlIYA ) da0 al0 me m) Pw Nq Pm Pw q Pw N Pw in aA0 mA 119a I mo mo 11L m0 Id9A 1 wo m.0 fE.d mA 1 12i.1 B00 f19A BOA Im1 Ol0 m0 1p80 m0 1mA m0 I ma 1Ed mo 1182 mA 1mA BOA @] 0a0 0A1A mB]D0 060 D BOA M m0 m no m➢ I]mADf mm0 QWp2 mD I= moil BaA BBB fAD m3 Imo BOA mD 78B i0.1 B00 1@B mD w8 WA ma f}l0 OOD BDA ]M 140 m0 Ba0 mA •dA mB ]aB fmo a a 1ss mum Malt arloum urminum 4YI Rrmarma sAo PNn Poru bingall a yr rn rr, nWwO rme n x rtge an, mm n WMWaACb AmIYma WON pla m0 DOA Iio Sao "o SBo Pm q m w Pw I nw q I P. I Nv I Pm I Nq mo Iwo IM I I= I tfdn I I= I me IWA I Ip I= I I=t I 1m➢ I 110H I P @3 "a tw➢ I= I= 1ma Imp 19B iWD tpSA 1m0 1153 1mA 1mB w1 w1 %0 1: Im] MD OIA fmo nap 1mD tm3 tBA 115D m0 mD M mB •a0 1mD 1W3 W.B 9B imA 115p 1mA 1m8 and o0d %B BBb 813 013 Imo BOD aa0 93 ]a3 1m0 lopA ma m.0 ma Bpi IRA -Er faI MB .1 a80 B50 Ole I MR MB ]a9 - ImA-im ml ma ]BB MaapmOm rai m b Mant b4'rl r, •)] arlmmm ummum (RaM(rm08DD wool, vnlb nm n mr ollWo�..00im Hoot xa m azD D WD 00 Pm Ah0I Pm Pm' Nq Pm Pm q Pw Pm Nq no 1 m6 ft 1 9 1 8 1 teal 1 1731 1198 11 130 iQ7 mp 0 1:33 Ima 11002 1 iolm;ff iri9 l 11 11 p IS 1 A m1 C9.p %0 tm 1 mA A 1 wD %0 101 tm3 1mBqa➢ Q no m 93 we }} o M4 }4Do m9 w- =— na >m nA r1A - Wi�n�D7� 'ORL rca.L3283 1VH ll1lJD�Y ORTA 'MD, 39.3781p INCOBPODA'IED ,��� yy,y��� JH 8100 SERIES SHIN REINFORCED & NO FORCED DESIGN PRESSURE CHARTS SIGNED: 08/192018 No.=1• J...� 18' MAX�I 6' MAX. TYRI 24- MAX D.C.TDEMIL,YPICAL SEE ANCHOR CLUSTER SHEET 10 IYPIC4L QI1 HEAD INTERMEDIATE ANCHORS �TYPICAL 1 1 6' MAX. T 16' MAX. O.C. TYR z z z E F F (r m o z V z U z F o U O NOTES s SHT 8 6' 4' MAX. TYP. i - SEE NOTES i &2 SHT8 S' MAX. I F MAX. O.C. TYR 120' MAX. HEIGHT SEE NOTES �1 &2 SKI 6' MAX. TYP. 4' MAX L SEE ANCHOR CLUSTER SILL 'I r` Typ. DETAIL. SHEET 10 INTERMEDIATE ANCHORS TYPICAL 4'0 x 10'0 ANCHORING LAYOUT NON REINFORCED ALJD Tt`InIFORCED UNITS AVANm UNIT CROWN. APPIICABLf i0 ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AXD PATTERN oIw or o o/weequ • mn � nm n uamr Pnehvm ¢lompon hr2tr{tlr 3papA PnettrPd', 2anoeom Ton{pen fbrBnaoA &n01p P�ml WICK N 4l0 9A0 .fa0 42p 4a6 00.0 RN A Nag uou 4mDP N69 mbe N69 v mm Nas of LmOe NLS pef� mw mw Has Pmps Has 4 6 1 0 0 2 6 e ] e 8 9 9 e 9 8 e 3 e 440 e 1 B 2 6 6 ] B 6 3 6 8 e e 6 3 9 84p 8 1 4 8 1 { 7 3 pep 7 1 4 i t { T 2 6 T ] B ASO T 1 4 7 1 4 i 3 B 1 ] 0 7 3 1040 T 1 A T 1 4 7 ] 6 i 3 B ) 3 e 7 3 B' - tllp B 1 4 B 1 4 B 2 e B 2 e 8 s 0 B 1 4 0 2 6 8 2 e 8 3 0 INTO e 1 4 m o onp a an r rc o on gdBAt SInp/P PPnPIW/d81 N PN 4ao ap.p sno 4zo Hap a6a enp 80.0 B B 0 B 6 9 9 eao e e e e e a e Pap p p B 9 B p 8 Ag p a B p B B B fplp 10 10 10 10 10 10 1140 11 11 11 11 11 INTO H 1 tt 11 Brspppnw wrz � ma3avm REMTO PER NEW REOUREII 11/30/17 R.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 LOCA71ON SHOWN N HEAD. SILL AND JAMBS. 2 OALL NE AFRAM HORSYSTEMS. LTRAC . 3INTRACKHOO45TRACK AND 5 TRACK, HAVE 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 1X NON—STRUCTURAL WOOD BUCK USE 1/4' ELCO CRETE—FLEX SS4 WRY SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 MINIMUM EMBEDMENT INTO SUBSTRATE WRH 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 5 114 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 USED MANUFACTURER'S IUBSTRATES WITHON INSTRUCNONS, AND ANCHORS STR NG N5 LESS THAN THE MINIMUM LL NOT BE STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=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 WGH 2X WOOD BACKING, Fy=33KSI/Fu-52KSi MINIMUM. SIGNED: 0611912018 �J��7� 75DOAMMIMDAMDMViS J119 R. r1f�i i nDoor ORLANDO.PL32932 11.... NLO \ 1 cxwtp w'."D 1i��4 mcvviodomipcmm `"JCEse REVISED wRh l6a Fb,ma g100 SERIES SMI REINFORCED & NON -REINFORCED =Yr: 4 0 X R10'0EINFORCED ANCHORING LAYOUT AND NOTES 1B' MAX 6' MAX TYP 6' MAX. T TYP. SEE NOTES i & 2 l SHT 91 24' MAX O.C. SEE ANCHOR CLUSTER HEAD DETAIL SHEET 10 INTERMEDIATE ANCHORS TYPICAL I TYPICAL 0 z U F w SEE NOTES 1 &2SHY 9 6' MAX. TYP. MAX O.C. TYP. —r L 98' MAX. HEIGHT Y o SEE NOTES 1 &2 SH: 6' MAX. 1MA 6" MAX. ' t "-� - 1 ` SEE ANCHOR CLUSTER SILL 4 1/4" MAX. 4' DETAIL. SHEET 10 INTERMEDIATE ANCHORS TYP. %I 1 TYP. TYPICAL TYPICAL 50 x 8'2 ANCHORING LAYOUT NON REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN. APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLU5TcR AND PATTERN WmbwammprfaeWan3roqulmdat16m h alfmdmull(pnal~ 12.mRmn 4Tlewppn Far2&wk.36ck1mtl4tn1tic3mCh.s aI6"f0nipr6b]cl1 FglaPArNWIem N I y{p mp 8lp 42A 46p a40 m0 Inv ITN Hip W~A.ml Has I..me sB •bs J.m 4P of HU mae 8! u=a' OpD 6 1 l 6 1 4 6 2 8 8 ] 6 6 4 6 2 6 6 3 a 6 pAp > 1 { 7 1 4 7 2 6 i 3 e 7 pBa 7 i 1 T 1 { i U26 2 a W feaa 7 471 4i 2 BIF 6 f / 6 f 4 B 2 6 a ] 6 fmp 6 1 a 1 { a 2 6 3 8 pna u en m OLf M tlnpl.P4nllmm� n (IVl¢ RN x6 mo ,tep 466 6/p aap me 6 5 e e e B 6 w 6 6 e B 8 8 6 pap B B e B B 9 p p B B B B B t 1i6p 1 1a 10 1 1a 10 1fla 11 it H 11 11 t2ap t t a n FLV610K I "`' pLsrmnioH pNC I/vPRYm D REM6ED PER NEW REDUIREMF 11/3O/1T R.L ANCHORING NOTES: 1. FRAME SYSTEMS. 2 TRACK. 3 TRACK. 4 TRACK. HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD. SILT. AND JAMBS. 5 TRACK FRAME SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD. SILL AND .%MBS. 2. ALL FRAME SYSTEMS, 2 TRACK. 3 TRACK 4 'RACK AND 5 TRACK. HAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. 3. FOR ANCHORING INTO MASONRY/CONCRFE 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' VINIMUM EDGE m.-eA Aan p vR• WMWIM SEPARATION. LDCATE ANCHORS AS 4. FOR ANCHORING IAgO WOOD FRAMING. 2X SUCK 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. S. 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. COMPRESSIVE STRENGTH OF 3.350 PST. 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 BALKING. Fy=33KS!/Fu-52KSI MINIMUM. SIGNED: 061192018 N T380ANDO W1t1DO0Y �.`"S R. LD/ FL3283 oRUNmo.Pt32su � V\;.••...., 3aTcoaroxArPa ,, m� ..m.-�..-�---- •` ••:• vie' - •. N6.62314 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 'X 8'2 ANCHORING LAYOUT • OR'.•• A20R10 _ DM.WN: Pflp N1 6D• TJH 08-00878 _VER7ICAL CONDITION 4" MAX. 4^ MAX.I 1 4" I MA%. MAX MA MAX. Ir MA%. VERTICAL CONDITION 4" MAX. 4' MAX. 4^ 4^ MAX. MAX. 4' 4' -I MAX. MAX. 2 3/8' 4' 7 1/8" RtV9015 Rfv OCiM E 7 D REV.SED PER NEW REDDRiEMDRS 11/W/17 !R.L 4 3/4" SEPARATION SEPARATION r SEPARATIONi J 4 3/4" 4 3/4' SEPARATION SEPARATION I POCKET _ _I. .I.. I lyl Tay,, INFERIOR 2 TRACKT'-T. 'T' 3 TRACK 4 TRACK 1 ,' S TRACK i ILC IIT n EXTERIOR 2 3/16' 6 15/16" a 15/32"SEPARATION 4 13/16"SEPARATION HOOKSTRIP ANCHOR LOCATIONS SEPARATION 1 1 r SEPARATION SEPARATION SEPARATION SEEDETARSWSNEET?3 4 8/16^ SEPARATION HEAD & SILL ANCHOR LOCATIONS EEEDETAILS /NSNEET320, 2OA, 21, 21.%WMV2 SEE CHARTS ON SHEET 8 AND 9 FOR TRACK CLUSTER ANCHOR QUANTITY REQUIRED 4 TRACK 4 3/44 3 TRACK -{_ SPA TION 2 TRACK I VERTICAL CONDITION I � 7 1/3• 1 2 �3 %8 4 3 4 SEPARATION 4 /TI 4' 4" MAX.SEEP SEPAR/ATICN SEPARATION 4^ M''ix' MAX' JAMB ANCHOR LOCATIONS SEE DETARSIN SNEETS20, 20A, 21, 21A, 22ANOSlA 4 3/4' PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 T 1 1/4' SO. DRIVE SCREW AT EACH END, REM 047. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH b7 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. 4 3/4' Wi��7'� TSOOAMSEBRDAMDRVE nDo0Y OREANDD FL32612 INCORPORATED 8100 SERIES SMI REINFORCED & NON —REINFORCED ANCHORING DETAILS AND NOTES SIGNED: 0092018 Na M14 PARTS LIST Ral'61anT as DMATr11D11 aie Ar6xart0 D RENSED PER NEW REQUIREMENTS 11/M/17 R1 1' OA 3/8- AIR 1' O.A. SPACE 3/16' HS 3/6- AIR SPACE 3/16' HS 9/16- DA ,pep' TROSIFOL WB .060" SAFLEX Y KU SOP ARAY BY KOStFOL PVB BY EASTMAN 1/4' HS 1 BY K- HS }/16- TEMP 3/16- TEMP 1/4' HS 3/16- HS 3/16- HS EXTERIOR INTERIOR + EXTERIOR INTERIOR I E>7EAIOR INTERIOR + 56 1' CLASS 1- GLASS w 52 SITE 52 BRE 51 4113 43 69 q7 6814 55 455 B2 82 GLAZING TYPE GLAZING TYPES GLAZING TYPE sMAu MWaElMPacr WALL MISSILE 0144RE /MPACT SMALL MISSILElMPACT REINPoACEDe NONAEINFOACED UNITS REINFOACE08 NONflgNPoIRCED DNRS REINFORCED NONApNPoAC®UNRS i" O.A. , 3/8' AIR 9/16. OA 9/16- DA r SPACE 3/16- HS 1 060' TROSIFOL FMB .060' SAFLEX 035" SGP RARAY PMB BY EASTMAN 3/16- TEMP M' KUflARAY 1/4' HS BY KU1/4° HS 1/4' HS 1/4- HS 3/16' HS EXTERIOR EXTERIOR LYfEHIOR� �pA I INTERIOR 1' GLASS 1' GLASS 51 BRE51 BRE 6828 qi 68 4129 5530 GLAZINGTYPEDGLAZING TYPE91 IAMAU. MISSILE IMPACT' 6MALL N/SSfLEtMPACT 3NALLNO*RENFORC REINFORCED B NON-AEINFOACEI) UNRS REINFORCED B NON-RENFOACED UNITS AEINFORCEDSNONREINWRCEO UNii9 SIGNED: 061IM18 ] D DELL `Y1"0111111LO1TI4j'''' W OOY o1v.A1mD,L¢3zv2 ,. �K •.J...J...;kq 3NCAI4IPOAATEiD 1°rm mw.vYdRmlogmm "• A50EN66'•• S` i PRODUCT REMISED - I• 81814 '. BWldl g1YIRRwNN ene FIRMR 8100 SERIES SMI NQA t4aQOM�17-1219.07 REINFORCED & NON -REINFORCED =* E�IJ.ap� py31Rp21 B.O.M. & REINFORCED GLAZING DETAILS p PAflTS 17ST CONTFNUED owam: MAD xo. m„ ��A` •• ,� � Orin 08-00878 D%4AOS •' ON SHEET 12 c1m r TJH SGKE NTS lal 12/03/09 —'11 OF 77 Al11111111 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERW. 1 FS-0041 2 TRACK WS FRAME ROAD KEYMARK MUVNUM MET-% 2 FS-0478B 2 TRIM WS FRAME JAMB KMARK ALUMINUM 6053_76 3 S-44119 2 TRACK N95S SILL PAN KEYM4RK ALUMNUM WS3 % 4 S-44121 2 TRACK 0SILL INSERT KEYMARK MINIMUM W53-T6 5 T-32124 5 iRAL7( FRAME HFAD 6WIiK ALVAWMY W63-TB 6 7-32123 5 TRACK FRAME JAMB KEYMARK ALUMNA W63-T6 7 FS-021B0 } TRACK FRAME HUD ,KEYMARK ALIB!P7JN W6}T6 8 FS-02181 3 TRACK FRAME JAMB I KEIM°RK MW.DNY W63-T6 9 S-44123 3 TRACK SKL PAN KEYUARK NUMINUN W63-T6 10 6-Mlt7 3111IC( SN.'PL4.Ri NEYMMK MWINUN WB3-T6 11 FS-02D]1 41RILK FPAl'i 1KA0 KFYNIRK NMMWUY WB}T6 12 FS-02070 4 TRACT( FRAME JAMB KEYWRX NUMNUM fi06}-is 5-0118 4 TRA[K 9LL PAN NEYWRt JLUVNW W6}-i6 S-22124 4 TRACK 9LL PSERF KEYMARK MUWNUN W63-76 15 F6-01082 FRAME HEAD INSERT KEYMARK ALUMINUM 6063-76 16 FS-01863 FfiVAIE INSERT KEYMMK ALUYWW 053-T6 17 M-018fi9 TOP RIFF KEYY/RK ALUYWWI W63-Ts 16 M-d723 60TiO4 RNL KEYIM MUUMUU 6063-TB 19 FS44766 TAIL BOTTOM PAL KEYMARK ALUMNUN 6063-TS 20 TIM PANE. WIDE NYLON. 21 M-01871 LOCK STILE KEYMARK ALUMNUM 6053-T6 22 M -05044 INTERLOCK SRIE IFEME KEYMARK ALUMINUM W63-T6 23 FH4 757 BAT STILE EAT. OFFSET K_MWM .IUMNVY W53-16 24 M-047W MALE BUR 510.E EKF. OFFSET KE(NMK A.UMBIUN W6}i6 25 FH-W26 FEMALE FKAT STILE IRA. OFFSET IKEWJRK ALUMNUN W83-76ASS 26 P756WM DUFF PAD 12N' • .5' r 2.34' 1 2] f5-04747 BIINFER WWB INSERT KLYMARI( MUMNUN W6}T6 FS-04754 PLAIN STILE INTERLOCK KEYNMK MUNINUM 606]-T6 FS-04755 FINN 576E IME76.00K COl1R KEYMJRK ATUMNUM 6063-71155 FS-DS382 INTERLOCK SW? COVER KEYMARK AWNNUMW63-Ts 31 FS-02725 STILE IW INSERT KEYMARN PLUMNUM W63-T6 32 IFS-02726 � PANEL STILE JAMB N6EAT KEYMARK NLMNUN WB}_i6 33 I11-03693 1 3/4' 91 REST KEYMARK aMMNUM W63-T6 34 1 FH-03652 12 1/4. SILL RUR KEYMARK ALUMINUM 6063-76 35 M-036M 3. SELL (A4R KEYWRK ALUMINUM W53-T6 36 M-W654 3 1/Y SU RMq Kf:YNARK ALUMNUY W67-Tfi 37 FH-03555 4 1/4' SILL RISER KEYMARK ALUMA61M W63-76 38 FS-02173 HOOK STRIP KLYWRK ALUMBUM 667-76 39 FS-0N76 900K STRIP WAIL COVER KEYVMK NUMMM 600-T6 40 FS-ON]7 MWK STRIP WALL MUJM KFYNIRI( ALUMINUM W63-76 41 M-018]7 9/15' 1OPoi0MAL GLASS STOP KEYMARK ALUMINUM M63-TB 42 Ill-01878 9116' VERTICAL PASS STOP KEYMNTK AWMWM 6063-76 PARTS LIST PARTSLISTCONTINUEO FROM SHEET fi 9Ev ceaawnml mTC D RINSED PER NEW REOUIREMENT9 11/30/17 R.L OPTIONAL SCREENS all. me 57 57 72 76 50 SD 72 76 O 7L 57 O 57 j MTSCAEEN ROXSCREEN VERTICAL CAOSS VERTICAL CROSS SECTION SEC710N TO BE USED WMI27RACK 70 BE USEDWRIfZIMCKP/8 2TR40KREFRO, 3TR40K AND2TAIACKRETRO MIS ANDITR4CKFR4MESYS7FW FRAMESYSZQAS ..... . O6/l9/ZOZB 4g R L11114z WinDoor ORTANDO.PLJ7bi2 8,0 1 INCORPORATYD mP'a'® `` �' V EE '• PRODUCTREVISED D + NM 62614 ^: •comW 1=wIN Mw Flodaa 8100 SERIES SMI _* �.- 8.110" REINFORCED & NON -REINFORCED H17a.11e. 17DETAILS 1219.07 B.O.M. & NON -REINFORCED GLAZING DETAIAE _ e+pmlon oafs OY382021 6avIN: Owc W. O'••, �6T4m OF W]�: _f[OflLO7'.'��_: S/ . m--� TJH OB-00878 D 71 S ONAL• E` wuc NUTS wVE 12/03 09 12 OF 27 1//uu D1aA NO. PART NUMBER DESCRIPTION MANUFACURER MATERIAL 43 ES-01879 1' HORQO I' CLASS Si OP NEYYPRK ALUMINUM 6061-16 M FS-01880 1' M10L FMAS$ STOP KEYMVR ALUMINUM 6063-76 49 FH-tl1642 DOW SUIT OLE REINMRONG BAR KEYWBK ALUMINUM 6063-T9 46 fX-05045 INUMOCK RENFORONG BAN KMARK ALUMINUM W6 T6 47 1`11-N916 FEMALE 6UR STfiE RFINFORCMO NA KEAm ALUMINUM 60b3-T8 afi IS-02210 FRAME HEAD CDVcR KEYMNtK ALUMINUM NN6 76 49 FS-02208 SDL COVER KDMARK ALUMINUM 8083-T6 50 SCREEN SPLINE 51 TPUD 9/16' CUSINC mI VANI. 52 TP1051 1' GWNG VR1ri VNri 53 01988-BDDO TANDEM ROLLER 54 2168 DLML PORT MONISE LOCK @ KEEPEI 55 iP990 CUSS SEEING BLOCI( 56 IP876 INTERLOCK BUMPER RUBBER 57 1033517NDOW FlNSFAL .181 K 150 58 W33221790000 nNSFAL .187 v .240 59 W2]1117N0000 RNSFAI..IB] K .160 60 Ui0/7 (6 K 1/Y PH TEK SCREW 81 S-44115 2 TRACK US INSERT 62 131018 IB • 3/8' PH TYPE B SS 18-8 SS 63 13100/ #10 • 1 1/4' TYPE F SS 64 131020 j7 a 5/6' PH WE A SS 1410 SS 65 131009 K 23 FH SCREW 41C SS 66 131009 FIR /10 • ]/4' FIR TEK SCREW 11 I1C 55 67 LCS068-N5 SNAP IN 9LL GATE PLASTIC 68 S9GF/ST 552 OWING COMPOUND SKA URRHANE 69 'T-3Z122 5 TRACK SILL PAN KEYMAAK ALUMINUM 6063-76 70 S-4412D 2 TRACK NS/WS RETRO SILL PAN KEWAPK ALUMINUM 606}76 71 sLo clumc sEE SHEER fl 72 FN-02727 Mr SCREEN TOP/WMM RAIL KD`AARK ALUMINUM 61)1 -76 73 Fx-Dz721 MT ICRIN 'ME KEWARK ALUMINUM 606E-T6 74 FH-02I29 W SCREEN STLE W/SEAL KEYWWK ALUMINUM 6053-TS 75 FS-0273D N SCREEN ASTRILLL KEWARK NLMINUM 6063-TS 76 FN-02300 BOX SCREEN TOP/WTION RAIL KEWARK ALLMNMW 6063-T6 77 FH-02395 BOX SCREEN STILE KDIARK ALUMINUM 6063-T6 78 FS-D2YJ9 BD%SCRRN ST'IEEP NEWJ;x ALUMINUM 6063-T6 79 FS-0:650 BOXSCREO! ASTRAGAL ALUMINUM 6063-TB 80 7500 A04 SIGkINRE NANDLE SET 81 i-32125 5 TRICK SILL IASERf KEYMARK ALUMNUM 606}T6 82 7P990 CIA55 SPACEN NELHA P1IMNUM AW-RDD 83 i8. 3/1' PH TEK SCREW ea +t0 • J/4' PH TEN SCRUM 85 FS-04791 FIXED PANEL Z-CUP Xmw ALUECNUM fi063-i6 SECT70NA 2 T RACKWS FRAME SYSTEM WITH 8• SILL RISERSHOWN, 27RACKNS,2TR4CKWS REMOAND21MCKNSFUMTO SRI RANDALL SU RISERSMAYBE USED. SEEDP, TABLE SWETS78 PA 7 &' S TRACKFRAMESYGTSM WITHC tAPSILLRISERSHOV 6EE D.P. TABLESHEETS 7d 7A NOTE: SEE SHEETS 20. 20A, 21, 21A. 22. 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRRATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. I"" I oacmrmN � w,E PEYSEp Pit NEW IDU"'ENIS 111E1T 67AACKFTiAd1E 8Y619d WITHTsu ;EiLS MAY BE USED EM SEE DP. 7ABBLES fE6HEEiS 7d �pJ ��7500AUS7WDAMDRIVE W1.nDoor ORIkNDO,PL11K2 INCARI'0RA18D jtiM� wvaMdcoriecmm wl�mla. FleNa. 8100 SERIES SMI 17-127BA7 REINFORCED & NON -REINFORCED VERTICAL CROSS SECTIONS W14 SECTION U PLAIN SALEAT S TAACKJAMB SECTION F LOCK SALEATZ TRACKJ✓ ll�,Xd Ire I o i a,F 1 D REVISED PER MEW REOUIREYENTS 11730/17- i R.L. SECTION H REINFORCEDINON REINFORCED INTERLOCK 80LEAT FOXED PANEL NOTES: EMFUORHOOKSPWP 1. FIXED PANEL TO JAMB CONDITON: FIXED PANEL IS SEURED TO THE JAMB W7H (2) ITEMS #85, FIXED PANEL Z-CLR'. ONE Z- CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL UP. EACH Z-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) OEM #B4, #10 x 3/4' PH SCREWS.TEX SPANEL D SHEET JAMB C4. SEC71ON EE SHEET 16 AND SECTION Z SHEET 18 SNOWA 2. FIXED PANEL TO FIXED PANEL CONDITION: TWO FIXED PANELS ARE SECURED TOGETHER WITH REM A83, #8 x 314' PH TEK SCREW. THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR O� THE FIXED PANEL PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER. SECTIONEET 14. SECTION DO SHEET 19 SHOW A FIXED PANEL PANELCTONFIXEDHEET 15. SECTION PANEL CONDITION. U. SY.EET 16 NOTE: SEE SHEETS 20, 20A, 21. 21A. 22, 22A AND 23 FOR TYPICAL ANCHORAGE 70 VARIOUS SU3SJAMBRTRRACKATE MATERIALS. A SYSTEM. OTHEREHEIC EAD. SUBSTRATE JAMB TIRACKD014 EACH HEAD, SILL SYSTEMS ARE SIMILAR. LAR. cl/_AlC -0RH0/. 75ODAMS1TiltD.UTDRLVD x��To•{t• WinDoor OAfAND0, FL32B32 , J,* Lp A 3NLORPlR ,IW 1,",� wv.MdeoMectom : �i �10ENSE. 8100 SERIES SMI HO'u REINFORCED & NON -REINFORCED HORIZONTAL CROSS SECTIONS NTS 08-00878 SECTION C 6 T MOK FSAME SYSTEM WITH S' SILL RISER SHOWA; ALL SAL RISERS MAY SE USED SEED.P. TABLESHEETS767A NOTE: SEE SHEETS 20, 20A. 21. 21A, 22, 22A AND 23 FOR TYPICAL ANCHORACE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. SECTION E EOCKSTILEATS TRACKMIKU ocuximoM w,a xE1r 7rP¢cm D REVISED PER NEW REOUIRENENR 11/3D/t7 R.l. 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ITEM #47, FEMALE HORIZONTAL CROSS SECTIONS BUR STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH Mrem n on . oalwx: Im No. �' OEM 965. ITEM #45. 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUR STILE AND FEMALE TJH 08-00878 D BUTT STILE OFFSET WRH REM #66. ALL SCREWS ARE SPACED S- FROM TorP AND BOTTOM OF STILES AND s.aE NTS °� 12�03 09 -015 OF 27 ONE AT MIDSPAN. SECTION P NON-REINFORCEO INTERIOR FIXED SUIT STILE TO LOCK SOLE SEE REIN. NOTE SHT. 15 SECTION 0 LOCKSTSFTOWO RE/NFORCEOEJ(TERIORFLYEOSUTTSRLE SECTION R NOTFREINFORCEO INERLOCK SIRE TO NON-REINFOiCM INTERLOCK STILE 45 S6 SEE RE. NOTE Q QIN SHT. 15 EXTERIOR SECTION S NONAEINFORCEO EMERIOR FIXED SUITSRLE TO PLAIN STILE I �r l OESMPf45N I aiE I /F9P— , (-R R_l�ISTD PER AEW REOURENEA?5 11/30/1] RL SEC77ONT EXTERIOR NON,REINFORCEO AWLE SUITSTRE TO NON40MFORCED LOCKOLC SUIT SIRE 25 26 SEE NOTE 83 32 21 41 75W AbLl'.. WinDoor ONdNDO,ELUM INC XORATTM �mm>m'8�a wmml 8100 SERIES SMI REINFORCED & NON -REINFORCED HORIZONTAL CROSS SECTIONS RW0W6 RLV oEscR.rRa+ rrs umD.Eo D I REVISED PER NEW REDUmOI 7 15 57 20 SEE NOTE 4B ii 20 57 15 SHT. 14 17 1] 63 43 6B 63 68 EXTERIOR 43 O 63 INTERfOR EXTERIOR INTERIOR 16 OR 19 71 41 �(}I 71 53 _ 51 OR 52 O LJ� Si 63 53 57 63 SEE SHEETS J & 7A 63 ' SEE SHEETS 7 @'lA 9 35 OR 6 18 OR 19 34 OR 33 10 37 36 OR 37 SILICONE SILICONE SEALANT j SEAL4Ni 62 67 49SEE SE. N TE 57 57 13 14 62 67 SEC77ONAA SECTION SS S TRACK FRAME SVSTE14 4TRAOKFR4MES76TEM SEE O.P. TASLE SW-- IS 7d 7A SEED.P. 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NOTE SH1. 15 58 30 66 22 26 46 71 EXTERIOR SEE NOTE 4B HEAD SECTION DO SEE NOTE S 1 4 SKI. 14 49 SILL NONNipNMELA DNTERLNEL 7a FIX®PM'p.AND fN]ERIDCK 47 89 25 83 32 28 21 52 44 56 INTERIOR EXTERIOR SECTION CC SEE NOTE 48 HEAD RENFORCED FDXD PANEL qg SHT. 14 SILL TOMEDPANELINTERLOCK SIGNED: 06/IS/2018 75MAMSTIUMAHD .�`"e`j 1iL L0 WinD00T o2raNDo,T9.3]aD V�;....Lo PRODUCT REVISED "CO°'P "01B RD1w' 8100 SERIES SMI N°.Bu14 - xo77-727OA7 REINFORCED k NON-REINFDRCED =*I E.P1ralronD 0313IM021 HORIZONTAL CROSS SECTIONS p TJH 08-00878 D i................ �6 g40AlAl1oJ snag NTS 1u¢ 12/03 09 19 OF 27 r2 1/2" MIN. 2 3/8" MIN. EDGE OIST. SEPARATION 1X BUCK BY OTHERS. IN Ix BUCK TO BE D. A PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR 1/4" ELCO CRETE-FLEX S54 SILL TO BE SET IN BED OF APPROVED SFi1LANT OR NON -SHRINK GROUT MASONRY/CONCRETE BY OTHERS 1 1/4" MIN, A EMBEDMENT 1 MIN. EMBEDMENT /4" EULU CRETE-FLEX t/a'MAX S54 SHIM p SEE NUMBER OF ANCHORS REEO JAMBS PER TABLEE SHEETS e & 9 \ " 1/4" ELCO CRETE-FLEX p 2 3/8" MIN. SS4 SEPARATION ' INTERIOR I MASONRY/CONCRETE p TWA o BY OTHERS I 2 1/2" MIN. 2 3/16" MIN. EDG- DIST. SEPARATION 2 TRACKFRAME VERTICAL INSTALLATION MASONRY/CONCRETE INSIALUTION FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1 1 1/4" MIN. EMBEDMENT P[V DFSCPIPTW 11 ID D RZWSED PER NEW REOUIREMENIS 11/3C/lT FA. 1/4" MAX. SHIM INTERIOR EXTERIOR 2 1/2" MIN. ` FASTENER HEADS EDGE DLT. n TO BE COVERED Q, WITH APPROVED SEALANT 1X BUCK BY OTHERS. SACKER ROD AND 1X BUCK TO BE APPROVED SEALANT PROPERLY SECURED BY OTHERS (SEE NOTE 2 SHT. 1) 2 TRACKFRAMEJAMB INSTALLATION w9UCKT0MA60NRYT.ONCRETEINSTAUATION NOTE: CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR TRACK AND 4 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A NERDAMSE M"'NDA1Vli WinDoor ORLANDD.PL „P„ INfARPOAATIRD �u�n� w.vIDdD�sc>a PRODUCT REVISED 8100 SERIES SMI c iouam9 c°o�N6M MMIA REINFORCED & NON -REINFORCED NDAJNP. 17-1219AT INSTALLATION DETAILS NTS ND.mW 2 1/2" MIN. 1 4 3/4• SEPARA7ION 4 3/4' SEPARATION MASONRY/CONCRETE I ^'D' orscww:aw u-c ovwwm EDGE DISi. BY OTHERS NdY REDUtliEYEN'I6 11 /30/1] RL I D RMSED PER IX BUCK 9Y OTHERS. 4 > 1X BUCK TO BE q a 1 7/q' MIN. PROPERLY SECURED a EMBEDMENT (SEE NOTE 2 SHi. 1) A n 1 I/4' MIN. 1/SHIM II EMBEDMENT ,(� SEE NUMBER OF ANCHORS 1/4' ELCO SHIM REQUIRED AT JAMBS CRETE-FLEX RE I j PER TABLE SHEETS B & 9 —i\L BACKER ROD AND m APPROVED SEALANT BY OTHERS 1/4' ELCO FASTENER HEADS CRETE-FLEX TO BE COVERED 554 4 3/4' c WITH APPROV_D SEPARATION SEALANT FFFfff111 O O j INTERIOR INTERIOR EXTERIOR '1 a. Q 0 d EXTERIOR 4 3/4' 1X BUCK BY OTHERS. SEPARATION d IX BUCK TO BE 1 /4' ELCO d PROPERLY SECURED CRETE-FL FASTENER HEADS (SEE NOTE 2 SM. 1) SS4 i TO BE COVERED WRH APPROVED V BACKER ROD AND B�a"T d APPROVED SEALANT SILL TO BE SET BY OTHERS IN BED OF APPROVED T OR 1 MIN. GROUT 2 NON -SHRINK EDG/2" E GIST. vQ a o v P STRACKFRAMEJAMB INSTALLATION MASONRY BY OTTERS CONCRETE - V, ° a TXBUCKTIDWSOMRY=NOREllff B 6AU I7 SIGNED: W119201B ,``111uKILQkl"'i�i 2 1/2' MIN. 4 13/76' SEPARATION 4 15/32 7iWAMSTURDAMDRM" DIST. SEPARATION 7T 11 oor EDGE yy ORLANOO.PLMM : JCS......... `�-' ✓�"T� `:'3' ''- 5 TRAOKFRAME VERTICAL INSTALLATION TNCORPORATSD ,,,w,�„�� MASONRY)CONOREWINSTALLATION PRODUCT REVISED 8100 SERIES Na=14 '- SMI °mR°a�q L71ee�°��I°Ue°°° REINFORCED & NON -REINFORCED NOA-Ne. 17-1219.07 INSTALLATION DETAILS �G!•�'�� AOT: EwPinDen OwIP 03m12021 OMNM: owo to �— TJH 08-00878 sTYRaP �(�W`� o 3a,'•-•^".e1 .d RFV D I" MIN. 4 3/4" SEPARATION �( EDGE DIST. I DOUBLE 2X BUCK/WOOD FRAMING BY OTHTHERS.RS, 2X BUCK TO BE PROPERLY SECURED 1 5/B" MIN. (SEE NOTE 2 SHT. 1) EMBEDMENT 7 5/8" MIN._ EMBEDMENT DOUBLE 2X BUCK/WOOD 1/4• MAX FRAMING BY OTHERS, 2X SHIM BUCK TO BE PROPERLY BACKER ROD AND SECURED APPROVED SEALANT (SEE NOTE 2 SHT. 1) 13Y OTHERS #14 WOOD SCREW 4 3/4" SEPARATION LEXTERIOR INTERIOR 1' MIN. EDGE DIST. r_ _/ SEE NUMBER OF ANCHORSAT JAMBS J II ' PER TABLEUIRED SHEETS 8 & 9 #14 WOOD SCREW L� SILL TO BE SET IN BED OF APPROVED SEALANT DR NON -SHRINK GROUT DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) i° MIN. 4 9/16° SEPARATION EDGE DIST. 3 TRACK FRAME VERTICAL INSTALLATION ' ?X BUCNAV000 FRAMEINS7ALUTI0.N Df5C1DPDDY dlC .VPMDhD REVISED PER KEW REOUIRWTNS I 13/30/T7 I R.L. 1/4" MAX. SHIM #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR EXTERIOR 3 TRAOKFRAMEJAMB INSTALLATION 2Y BUCK/W000 FRAMEINS7A 'U .. 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 TRAC4 WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK �- & 5 TRACK ARE SIMILAR. ALL ADPUCABLE SILL RISERS MA -BE USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: 0611 s t 5/8° MIN. EMBEDMENT �rJ�7� TSOOA3CSCfftDAN]NDVIS yyinDoor ORtANDO.FL32831 `,pOln IlTlrrr `���NS R: OM./5 3NGOR1?OIUTED ,� Psi avlvdmdr�m •� �% VOEN�'-•.T.tf� PRODUCT REVISED 8100 SERIES SMI Na 82s14 � =mpf"wlMlftF ^n° REINFORCED & NON -REINFORCED =*? W". 17-1219.07 INSTALLATION DETAILS _p. �Inuon 0..��gq33II��12_02�1 D7DAL v0. RY /�v_ TJH 08-00878 D T� : H 0 •Q 'ri, S•R;_•••_•". I' MIN. y� 4 3/4' SEPARATION EDGE DISf. �— DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2% BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 7) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR 4 3/4' SEPARATION 1 5/8' MIN. EMBEDMENT 1 5/8' MIN. I EMBEDMENT 1/4' MAX. J SHIM — #14 WOOD SCREW INTERIOR 4 3/4' SEPARATION DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) DM-IMN j wtt .vvaao�D PER NEW REOUREMENIS 11/AD/iT RL 1/4' MAX. SHIM #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR I / I SEE NUMBER OF ANLH035 4 3JAEOUIREO AT JAMBS #14 WOOD SCREW SEPARATION PER TABLE SHEETS 8 & 9 O'..o� FASTENER HEADS EXTERIOR Ll SILL TO BE SET TO BE COVERED IN BED OF APPROVED WITH APPROVED BACKER ROD AND SEALANT OR SEALANT APPROVED SEALANT NON —SHRINK GROUT BY OTHERS 1' MIN. EDGE DIST. OUBLE 21( BUCK/WOOD 2X RANTING BY OTHERS, 2X 1 5/8' MIN. UC.K TO BE PROPERLY EMBEDMENT s[cuREo $ S TR2XBK�OOEFRMBNIN A ANL ION, (SEE NOTE 2 SHT. 1) SIQNED: 06.�19/1 T9 �Q)��T� TRX1AM57810AM 1)ANB `PU11111rrrgry T MIN. 4 13/16' SEPARATION 4 15/32' WinDoOr ORi.ATII10,PL3]%32 d� Y5RL0 1� EDGE DIST. �.` J..•^""" INCORPORATED TmgaD utpvi.dootama r J�W°F`•:� i 6 TRACKFRAME VERTICAL INSTALLATION pROVVGT REVISED = 2X8UCKAV000PR4MEINSTA/L1T= meanyyi� wRM1 W. FIDNm 8100 SERIES SMI Na Gtb14 EenmeR OeeD REINFORCED & NON -REINFORCED ROA+1o. t7-1219.07 INSTALLATION DETAILS b ��/ JH I" MIN EDGE DI! ISLE 2X BACKED STEEL FRAMING BY OTHERS NOTE 2 SM. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD Si SILL TO BE SE IN BED OF APPROVEI SEALANT 01 NON —SHRINK GROU DOUBLE 2X BACKED 20GA. STEEL FRAMING BT OTHERS (SEE NOTE 2 SHT. 1) 1' MIN. EDGE DIST. 4 TRACKFRAME VERTICAL INSTALLATION WCOO BACKED200A. STEEL S7UD IN57ALLATTON MIN. AMT 1 5/8" MIN. _ EMBEDMENT DOUBLE 2X BACKED 20CA STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 7 1/8" y SEPARATION A 'R HEADS COVERED 'PROVED f RDb'R6 oescmrmw wrs N.RDwD REVICCD PER NEW REOUIREYENTS 11/30/17 )R.L. 1/4" MAX. SHIM 114 WOOD SCREW SEE NUMBER OF ANCHORS REOUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR A EXTERIOREALBACKER R00 AND APPROV=O SANT1' YIN.BY OTHERS ' EDGE DIST. -� 4TRACKFRAME JAMS INSTALLATION WOODBACNE02DGA. STE6.6NOINSTAWTION NOTE: 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 SHOWN 2 T5 TRACK ARE SIMILAR. ALLEAPPLICABLE SILLLLCRIS RS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: 06119MOI W����77�� Y 11111QQs NANDO, FT. ]]BJDRIVL' R Lp, TNcoxFoxnzaD .�„� _ �`yJ,.��•.,•4, 8100 SERIES SMI a.p •. Nw e2bU REINFORCED & NON —REINFORCED =* 1k 07 INSTALLATION DETAILS )21 OWWn: VAO N4 . TATR6 ;'2w.. vu 08-00878 p �'��FS.'•.RoxW:.�'EA��: EDGE DIST. DOUBLE 2% BACKED 2DGA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 4 3/4- SEPARATION EXTERIOR 4 3/4- SEPARATION my oacmn�ov nrz iwwwrn D PMSED PEP j: REOUIREMEWS 11/30/17 R.L 1 5/8- MIN. EMBEDMENT 1 5/8, MIN. BACKED EMBEDMENT DOUBLE 2% -7 20GA. STEEL FRAMING 1/4 MAX j BY OTHERS SHIM (SEE NOTE 2 SHT. 1) #14 WOOD SCREW 4 3/4" SEPARATION INTERIOR /14 WOOD SCREW FASTENER HEADS TO BE COVERED SILL TO BE SET WITH APPROVED IN BED OF APPROVED SEALANT SEALANT OR NON -SHRINK GROUT DOUBLE 2X BACKED 1 5/8" 20M STEEL FRAMING MIN. BY OTHERS (SEE NOTE 2 SHT. 1) EMBED 1' MN. I p 13/16" SEPARATION --�- EDGE DIST. 4 15/32' SEPARATION Jj 5 TRACK FRAME VERTICAL INSTALLATION WOOD BACAM 20 GA. STEEL MUD INSTAUATION 4 3/4" SEPARATON 1° MIN. EDGE DIS 1/4' MAX. SHIM #14 WOOD SCREW SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TQ BE COVERED WITH APPROVED SEALANT INTERIOR 1 I BACKER ROD AND EXTERIOR APPROVED SEALANT BY OTHERS i5W AEDO, FL32832 WinDoor oiuumo,Pa3ze3z INCXDHPOItATHD n1° �ro� �..m 8100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS N& 62514 1/4' MAX. SHIM I INTERIOR 1 5/e" MIN. 1/4' MAX. EMBEDMENT L SHIM DOUBLE 2X BUCK/WOOD 1' MIN. FRAMING BY OTHERS. 2X EDGE DIST. BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) EXTERIOR POCKET HOOKSTRIP BITODBACKED20CIASTEEL67UD INSTALLATION #14 WOOD SCREW DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) PEV OESCRITWA' MlE /.WPWm D I REM M PER NEW REQUIREMENTS 11/3M/17 RL 1 5/8' MIN. 1/4' MAX. EMBEDMENT 1 5XIM J_ 1ELCO 1' MIN. CRETEETE—FLE% EDGE DIST. SS4 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHY. 1) #14 WOOD SCREW POCKET HOOKSTRIP 2XBUCXAYOOD FRAME WSTAL IT70N POCKET HOOKSTRIP NASCNRY/CONCRET E INSTA W T70N DoorDT3R0ANDOFLAM'2 ORL1lIDO, PL3T832 POIUIED �m'N'y�� �,.;edoe�� 8100 SERIES SMI REINFORCED & NON —REINFORCED INSTAUATION DETAILS OYO W. REV 08-00878 0 1 1/4' MIN. EMBEDMENT A I2 1/4' MIN. EDGE DIST. MASONRY/CDNICRETE� BY OTHERS OF 6 51/64" 'a 3TR4CKFRAMEJAMS ALUMINUM 6060 T6.076"THICK 1 1/a• � � s 9Its- p3/4" II 0II uu O 2 TRACKNSWS SILL PAN 5 57/64" ALUMINVM606-T6.076•THICK 6 1/16- L[ � I 1 3/4' cm n L 2 TRACK WS O FRAMEJAMB Oi 2 TRACK WSFRAMEHEAD ALUMINUM�TB4T6'TNICK ALUMINUM66E1•T6.OT6"THICK 6 31 /32' —{ T_ 1 3/4" L 07 3TRACKFRAMEHEAD ALUMINUM 76.075'THICK 7 15/32' J_ —a }/4' 71/2' 11/16' T Q 3 TRACKSILLPAN ALUMINUM=4O.WSTHICK � —j[,_ 6 45/64' 13/i6' 1 `w Ilti.rLR'll 61/64" to 3 TR40KSILL INSERT 5 51/66" 61/64' r 1[ 04 2TRACKWS SILL INSERT—r ALUMNUM 6063�i6. W6" THICK 9/i�5 51/64' 61/64' st 2 TR40KNS SILL INSERT �- ALUMINUM66 W.0T6'THICK m oczmwnI wrz I �vPR D D REVISED PER NEW RECEREMENiS 1f/3D/17 IR.L ' 70 2 TRACK WS RETR0 SILL PAN AW MW UM 6063 •T 6 A7S 7N M K 75WAM rkIRDAMD1OV8 WmDOOT 0RLAND0.PL32837 EINCORPORATP.D = i°'® 8100 SERIES SMI REINFORCED & NON —REINFORCED COMPONENTS 2' 1 1 1/4" 9 11/32" I f 3� t 1 4 TRACK FRAME HEAD AWMINUM 6063.76.07PTHICK 9 27/32° 3/4" 9 11/64" 111 1/2" 11/1 B 6_• U� t3 4TACKSILLPAN AWMINUM W"T 5.THICK @ 4 TRACKFRAMEJAMB ALUMINUM60 3-16.07PTHICK LL---1- 1 1 t/64- 95/69'lnf 3z PANEL STILE JAMB INSERT AWMWUM 6060•T6.076TNfCK 27/32" 3 8 i t 5 FRAME HEAD INSERT AWMINUM6068-Tfi•060°r CK 4 L� 2 23/64^ 45/64' �7 BUMPER 9 5/64' . JAMB INSERT AWMINUM 6069•T6.LG0' THICK (9 4 TRACK SILL INSERT ALUMINUM606ST6.07P THICK 3/16' I-"�}- 1 39/64- L� f-- 3 7/z• a0 INTERLOCK SNAPCOVER ALUMINUM6063•TB.06f' THICK 2 13/16' 3 9/32' 36/64' 9/32' 7 7 28 PLAINSTILE INTERLOCK - ALUMINUM6066-T6.07PTMCK , I I 4 1/2" 'r T OO HOOK STRIP AWMIMIA =3-T6.060'TH— 2" bD HOOKSTRIP WALL MOUNT ALUMMUMW59-71T.075"THACK �1 -- 2 23/32' �{ 31 /3Y 1 T- 39 HOOK STRIP WALL COVER t9 TALL BOTTOM RAIL ALUMINUM 6063-TB.O]5'TNICK AL7UMINUM606}M.W'THICK 9A . nry o¢wwncaREC wrz ucnort0 0 RMN PER TMLVENTS 11/mm R.L. 4 5/B-� 1 9/16^ L 1 /e" 1 2. 29 MALEBUTTSTiLE EXT. OFFSET ALUMINUM 6063-T6.060'THICK P3 FEMALEBLRTSTILE EX OFFSET ALUMk1UM6069-75.060' THICK @ TOP RAIL ALUMINUM 6066-T6.060' POCK 4— I I� 3 29/32^ O FEMALESUrrSTILE 78ORAIC zs a& NUM6BOO FT M R4P rt6cK INT. OFFSET ALUM/NUM60 w.060'THICK TSWAM513f1u3.veuiuva ,11" R,LO/, OOY oxuT-mo.rr.3a6u JM6..... 3NCORPORATh'O -- GEIJ B100 SERIES SMI _ Ma 026ta REINFORCED & NON -REINFORCED =3t COMPONENTS :•�°.- 1/2' 1 3/4• II II 2 5/16" 22 INTERLOCKSTILE LA�LUMINUM6 M.O60•TMCK I 33 1/2.- =—i " Yt LOCKSTILE ALUMINUM 606B-M.OBO• THICK 2 47/64" 1/4" 1/e' 2 n/sa" 47 FEMALE BUTT STILE REINFORCING BAR AWNINNM 600SM.IT3•TN/CK -.j 2 11/32-. I••- /4' t Vsa• t as/sa^ 11 m 1 29/32" �— l°bJINTERLOCK REINFORCING BAR ALUMINUMW03-M.16B'THICK 27/32' 1 3/4" 1 1/"- 7 2 19/32- @ BOX SCREEN TOPAiOT TOM RAIL AWMINUM 6064•T6.06Y TMCK 1 9/64- 2 19 TLX SCREEN STILE ALUMNUM 60BZM.062• THICK J_ —i 1 31/64" 1 3/32' 7 BOX SCREEN ASTRAGAL ALUM/NUM 6069•M.O50• THICK , 23/32" 3/8 1 37/64' acuTJINUMs6q•M.osrTl6cK '�' a5 604 BUTT STYLE REINFORCING BAR 1� ALUMINUM6W1•76W9THKM 2 0.201. 6x 6% O O 2 1/8' PRODOC NOA Na 23/B4- T 2° 2' 1 LLB 73 MT SCREEN STILE ALUMINUM60G1-TBA60•THICK 1 39/64• 3 3' L 72 MTSCREEN T0P/B07T0M RAIL ALUMINUM 6069-M.OSO' THICK 1 1 3/4" T-D2 1/2- - 2 5/64" I-- 74 MTSCREEN STILE.WIS_AL my oacwrwN 04rt Mmovm 0 REVISED PER NEW REOUIREMENIS 11/M/17 RL ql S//6' HORIZONTAL GLASS STOP ALUMINUM606346 070•THICK 1 z1/3r qq 1-VERTICAL NOW STOP ALUMINUMW0 M. THICK 1/8'7 43 1°HORIZONTAL GLASS STOP Awmxu M 6060-M J91° T HICK 1 21/32' l 7 /a" T 16'T az S/16°VERTICAL GLASS STOP ALUMINUM6063•M.070'THICK 1 9/64' 1/z " I 1/4^7 7s BOX SCREEN SWEEP ALUMINUM 606& 6.O60•THICK L A24" 1 47/64- 33 13/4' SELL RISER ALUMINUM 6063•M.O60• i NICK F� 13/16' L 2 63/64' 3s 3"SILL RlS� ALUMINUM 6089•TB.060'TNICK 13/16• 2.841' 4 15/64' 37 41/4•SILL RISER ALUMINUM B069• M.O60-T HICK .84' 7 T2 15/64' T 34 2 }/4°SILL RISER AWMINUM606&76.OW TN/CK 2TL� _br3 31/64- 36 312' SILL RISER ALUMINUM 606B-M.060' iH1CK 29/64• 11/64' '. 11, 1 15/32• 7L—AESCREEN ASIRAGAL ALUMNUM 6061M4760' 7HM"K 7300AM5T1MlDAMDJNVC WinDoor 0RLAND .FLMJO2 INCORPORATED 2M% wmmludmdxcem JH Up 8100 SERIES SMI REINFORCED & NON -REINFORCED COMPONENTS OB-00878 27 C7 0 11 35/64' © S TRACKPRAMEJAMS ALUNINUM60GT•76 0 5.7NICK T 11 23/32' I 1 3II/4' J� O STRACKFRAMEALHEAD UMINUM 60d9•M.OTb•TH(CK 12 7/32" — 41/T I 69 6TRACKSILL PAN ALUMINUM 6069•T6.126' RPCK 61/64' 1 T- 11 29/64' O BTRACKSM INSERT 81 ALUMNUM 60o9•T6.126'TNICK 3/4' 1 p 1 RMSED PER NEW REOIIIREMENTS 11/JO/17 RL ' 1 1/2' 53/64' 8100 SERIES SMI REINFORCED & NON —REINFORCED COMPONENTS 9TA w SCANNED MIAMI•DADE BY St. Lucie Count DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA) RECE: WinDoor, Incorporated 7500 Amsterdam drive Orlando, Florida, 32832 .SCOPE: MAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T 786 315-2590 F(786)315-2599 APR 19 2019 ST. Lucie County, Permitting This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 118100" 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 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., 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'D 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 by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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. NOA No.17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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 06115115, 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-210-35734 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 IL 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 I3P 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, 5'h 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 408-0955B (consolidated) dated 01/15/09, approved by BCCO. (Submitted under NOA No. I0-0209.13) 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SNG: 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. Sifang 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 6th 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-3 286 1/2" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 40" MAX. PANEL WIDTH D.LO. WIDTH I Is0' n[v D oexwPnox RPASED PER NEW REOUIREMEN wrz 11/30/17 .wvAwm R.L. — REINF.?EaT REINF. REINF. / / 120" MAX. % % II NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED FRAME I II TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING HEIGHT 118 7/16" % POCKET WALL CODE 6th. EDITON (2017). MAX. PANEL UNDER 2, WOOD FRAMING/IX OR 2X BUCK, 20 GA. 2X WOOD BACKED HEIGHT SEPARATE STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED II APPROVAL. TO y «I y M AF AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 108 21 /32" X X X X X I X BE RENEWED BY AI STRUCTURE. WOOD FRAMING/lX OR 2X BUCK, 20 GA. 2X MAX. D.L.O. WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING HEIGHT I IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 3. ALLOWABLE 57RESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION III FACTORUSED FOR NCALCULATIONS.OD ANCHOR y RAME MATERLAL:WAS 0 EXT UDED ALUMIUM 63-T6 .075 4. FTHICK. 6' TO WEEP SLOT 8100 SERIES 4'OX 10'O SMI SG D PANEL MATERIAL- EXTRUDED ALUMINUM 6063-T6 .050 THICK. 5, UNITS MUST GLAZED WITH SMALL MISSILE IMPACT SINGLE TYPICAL ELEVA770NEA7EWL7RVIEW LAMINATED OR INSULATED LAMINATED GLASS AS SHOWN IN WEEP SLOT I" z .1875" WEEP SLOT I" ..1875'zTYP. (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS GLAZING DETAILS ON SHEETS 11 AND 12. PER ASTM LOCATED AT ALL APPLICABLE AS LONG AS INDMDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL E1300-04. VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 6. HURRICANE PROTECTION DEVICES ARE NOT REQUIRED IF THE UNITS ARE USED ABOVE 30 FEET IN HEIGHT IN ANY OR ALL NOA�RE/NFOACE UNITW7M SAL RISER fSS STRUCTURES. 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, A TRACK OR 5 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. PANEL HEIGHT AND D.L.O.FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/16" 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD FOR WOOD MASCARwcoNCRETEANDMErL WS7ALATTON MAXIMUM D.LO. HEIGHT - PANEL HEIGHT - 9 1/2" FOR ADDTONAL SUES SEESHEET 7 D.L.O. WIDTH - NOMINAL PANEL WIDTH - 9 1/2" 2 TRACK LAYOUT REINFORCEUNITWIWSlURfSERMMDd REWFOROEUNRW WLLRISERdSAND07 DESIGN PRE6SURERAI WO IMPACTF64TING t70.OPSF snuu MISSf1EfMPALT n Y DESIGNPRESSURERATTNO IMPACT RATWD Il�idil / tifO.OPSF SMAM' MISSILE/MPACT FOR MASONRY=NCRETEAND MEFALWSTALLA77CN FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEESHEET7A FOR ADDITIONAL 64ZESSEE SHEE77A 8100 SERIES 4'0 X 1010 SMI REINFORCED SGD 2 TRACK LAYOUT NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 30sq. FEET. OF CONTENTS SHEET NO. DESCRIPTION 1 - 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES 7 DESIGN PRESSURE CHARTS 8 - 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 - 12 BILL OF MATERIALS AND GLAZING DETAILS 13 - 19 CROSS SECTIONS 20 - 23 INSTALLATION DETAILS SIGNED: OS719/2018 i�n�D7� 75DOAMD0FLAMO81V8 `1; 'R, LDI L1.1.LJD�i DWANIDO, PL32832 . JS DRPORATAD �miti» _ - _ V+'JD�sF 8100 SERIES SMI aav T ._. = N.. 6261 REINFORCED MITON—REINFORCED ='k � 4'0 X 10'0 PANEL 2TRACKON—RE ELEVATIONS _. � O.'•. BfATE OF NTS DESIGN PRESSURE RA7INO IMPAC7RATING 3720PSF sAwu MfSSILE IMPAC7 60' MAY. NOMINAL PANEL WIDTH 98' MAY. H EGME 96 7/16' MAX. PANEL HEI186 21/32' MAX. D.L.O. HEIGHT 358 1/2" OVERALL TESTED FRAME WIDTF RM96V5 DENRP wrz .Rvwmm REVISED PER NEW REQUIREMENTS 11/30/17 R.L. 52' MAY. D.L.O. WIDTH II li POCKET WALL UNDER SEPARATE II APPROVAL. TO BE RENEWED II BY AHJ. 6" TO WEEP SLOT r 8100 SERIESS'O x 82 SMI SOD NOTE: WEEP SLOT I' x .1875' TYPICAL ELEVAROM EXTERIOR WEW MAXIMUM AREA OF ALTERNATE S12ES MUST TYP. LOCATED AT ALL NOT EXCEED FRAME AREA OF 360sq. FEET. VERTICAL CENTER LINES AP PANELS AS LONG AS INDIVIDUAL NUMBER OF PANELS IN UNLINKED CONFIGURATIONS L APPLICABLE AS LONG AS INDMDUVE PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. IRONF. I I REINF. I REINF. X X X X ~ X 8100 SERIES 510 x 87 SMI A10MREINFORCED SGD TTRACKLAYOUT NON- REINFORCE UNIT WRH SiLL RISER OS5 DESIGN PRESSURE RARNO IMPACT RARND t7O.OPSF E1aALt MISSILE IMPACT FOR WOOD MASONRYAANCRETEANO METAL INSTALLATION FOR ADDITIONAL SIZES SEE SNEET7 8100 SERIES 510 x 8'2 SMI REINFORCED SGD REfNR]flCE fAVRWRH SILL RISERCJ6AN0 fS] iRAI lAREINFORCE UNR'WRHSIU RISM836AND07 DESIGN PRESSURE RATMO IMPACT RATING tifo.OPSF sAuu MISSILEIMPACT PANEL HEIGHT AND D.L.O. FORMUL4 PANEL HEIGHT m UNIT HEIGHT — 1 9/16" MAXIMUM D.L.D. HEIGHT - PANEL HEIGHT — 9 1/2" D.LO. WIDTH — NOMINAL PANEL WIDTH — 9 1/2" DESIGNPRESSURERATING WACTRATING 381.3PSF SWILLMISSILEIMPACT WhiDoor ORIAA`DO, PL32832 INCORPORATED IbIYRaEVfdl 81DO SERIES SMI REINFORCED & NON —REINFORCED 5'0 x 8'2 PANEL 2TRACK ELEVATIONS 08-00878 SIGNED: 0092018 1Y 120' FF HE 290 3/8' OVERALL TESTED FRAME WIDTH I I _ 48' MAX. NOMINAL 1�L� 40' MAX. PANFI WIDTH I D.L.O. WIDTH 1% REINF. REINF. X. REINF. WE GHT 118 7/16- -10 MAX. PANEL HEIGHT 0 F F 108 21/32' O X x X X MAX. D.L.O. HEIGHT Lo J 6' To 8100 SERIES 4'O x IO'O SMI SGD WEEP SLOT TYPICAL ELEVA77ON EXTERIOR VIEW (LS IN UHL APPLIICABLE A9 LONGELS SWN.0 AS NLILITED NUMBER OF EINDIVIDUAL PANEL SIZE DOES NOT ®— SIZE AND USE VERTICAL CONDITIONS AS 6100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 3 TRACKL4YOUT NON REINFORCE UNTTWITHSILLRISERC3S DESICNPRESSURERATWG IMPACTR47ING t70.0PSF SMALL MISSILE IMPACT FOR WOOD MASONRYICCNCRETE AND METAL INSTALLAT70N FORADDITIONAL SIZES SEESHEET7 PWyW15 P1scPmnax rv.R NPPP�RP REVSED PER NEW REQUIREMENTS 11/30/1] 1 RL NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sR. FEET. ` WEEP SLOT I' x .1875' TYP. LOCATED AT ALL VERTICAL CENTER LINES HEAD 8100 SERIES 4'0 x l o'o SMI REINFORCED SGD 48 HEAI SILL 37RACKLAYOUT 49 SILL REINFORCE UNIT WITH SILL RISER 036 AND 07 REINFORCE UNIT WITH SILL RISERW6AN DESIGN PREGSURE RA RNO IMPACT RARNO *116.OPSF I SMALL MISSSAMI LLACT DESIGN PRESSURERARNQ IMPAC7R4TWG 372.OPSF SMALL MISSILE IMPACT FORWOOOINSTALTATION FOR ADORIONAL SIZES SEE SHEET 7A 7500AMSTRDAMDRTVIS Door ORTANDO, FL 32M PORK= 1mmm wavindoodPcmm 81 DO SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 3TRACK ELEVATIONS 08-00878 —3 OF 27 SIGNED: 06/192018 ;j W14 I HE] 362 3/8- OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL I� 52' MAX. oeuri W "" I I O.L.O. WIDTH REINF. REINF. I % REINF. 96 7/16' / MAX. PANEL 0 / HEIGHT 88 21/32' O O X X I X X IME MAX. D.L.O. I;HT HEIGM 6" TO 8100 SERIES S'O x 82 SMI SGD WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW IAPP PANELS ONS IS CAB E ASOL NGUNLIMITED PANELS TI AS INDIVIDUAL PANEL SI EDOES NOT EXCEEDOMAXIM MPANEL ..., SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 8100 SERIES 5V x 8'2 SMI NON -REINFORCED SGO STRACKLAYOUT NT1N REINFORCE UNIT WITH SILL RISER 935 DESIGN PRES6TIRERATNO WPACTRATING t70.OPSF SMALL. MISSILE IMPACT FOR WOOD MA60NRYiCONCRETEAND METAL NSTALLITYON FOR ADDITIONAL S¢ES SEE SHEET RLYHOMS c[srn®nax rwE �aplmm REVISED PER NEW REOUIREMENIS 11/30/17 R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. n VJ ` WEEP SLOT 1' ..1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES HEAD \J- 8100SERIES5'0 48 x 82 SMI REINFORCED SGD HEAD SILL ITRICIE LAYOUT 49 SILL REINFORCE UWTWITH SILL RISERMSAND057 RE/NF0RCEUNIFW/THS/LLRISER=ANDR97 DES/GNPRESSURERADNG IMPACTRATIM3 t;10.OPSF 6MAM' MISSILE/MPACT DESIGN PRESSURE RAT1N0 ILfPACT RATING 381.9PSF SMALL MISSILEIMPACT .RZD;;?XL&i.9sEE..HEEr,...,..,... .D,IONAL ._..___.. SIGNED: 06119,2018 'RAODIRONAL 6IZEB SEESHEET7A FORADDTRONAL 8QE56EESHEET7A �v7 T600AM6TRRDAMDRLVB ,`p1111 U7IIIL/777 'i � W 111DOOY oBUNDo,PL3zau �. JASR; LD,y� � RODUCT REVISED INCORPORATED °b�°'e1 .,� --- �` �:'-JC�SF '•;S �i imgH�g nIW N. MM. wm...tm vrv: lZuToAGu77-0279.07 8100 SERIES SMI ❑ M.U614 REINFORCED & NON -REINFORCED yl..VonD 03B1rz021 5'O X 8'2 3TRACK ELEVATIONS "D'• ,���AA////��11 %AO •. aureDF oPiNN: Pws No. Pcv T •., Tswc OB HTs l m 12/03/09 1-4 OF D OF 27 '�ejsS��NAI `e� 120MAX. FRAME HEIGHT Ila 7/16' MAX. PANELEIG HHT 108 21 /32' O MAX. D.L.O. HEIGHT 6' TO WEEP SLOT 286 25/32' OVERALL TESTED FRAME WIDTH 48' MAX. NOMINAL PANEL WIDTH I U( 5\�1 I REINF. REREINF. fit� y � O X X X 8100 SERIES 4'0 x IOU SMI SGD TIPICAL NUMBER OF PANELS IN (6) PANELS AS LONG AS INDIVIDUAL NUMBER OF PANELS IN UNLIMITED APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE GOES NOT EXCEE SIZE AND USE VERTICAL CONDITIONS AS SHOWN. DESIGNPREssURERum IMPACTMTMG 370.0PSF SMALL MISSILEIVACi FOR WOOD MASONRY=NCREMANDMETAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET7 ±110.pPSF 40' MAX. D.L.O. WIDTH REINF. 0 PEVISIOM qEy OFSLP.FIIIX1 MiE IlPP.T'Ett D I REYSED PER NEW REQUIREMENTS ft/30/V R.l. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. ` WEEP SLOT 1' ..1875' IS L TYP. LOCATED AT ALL VERTICAL CENTER LINES 48 HEAD ORCED SG D US SILL o/`FIWTWTICIII FLCER I9fidNOd) M/SSILE/MPACT SMALL I MISSILEIMPACi ETAL INSTALLA77ON FOR WOOD INSTALLATION SIGNED.'06/192018 ESHEETTA FOR ADDITIONAL SIZES SEE SHEET 7A �VT"�T� T50DAMSTMAMDRIVE `1E1t11 yy 111ilOOT ORUwo,PL3)H1L `�: J�SR {ELL io FlONb' BIDO SERIES SMI NO' !19.01 REINFORCED & NON —REINFORCED =*'j Isrz0a7 4'0 X ID'O 4TRACK ELEVATIONS —9 p %PO'•, SD ' oMwx MA Na REV :.n •....!`LI 08-00878 D :"SS/Op wa NTS —" 12/03/09 —5 OF 27 �Iqp EEO EEO 12C FI HI 286 2548'p OVERALL TESTED FRAME WIV1M ^1 40' MAX. NOMINL D.L.O.NIX. PANEL WIDTH L.OWIDTH -- REINF. REINF. IAMEX" REINF. :IGHT / / / / 718 7/16" MAX EL HEIGHT y 419 108 21/32' O O X X X X MAX. D.L.O. HEIGHT Aj 6' To 6f00 SERIES 4'D X 10,0 SMI SGD et' ei 1WMJ1 AFVIIMNFYIFNI(IRWfW SHOWN.PANELS (APPLICABLE ASLONG ASIEINDMDUALB PANEL SIZE DOES NOT I EXCEED CONFIGURATIONS XCEEDMAXIM MPANEL SIZE AND USE VERTIC4L CON NO REINFO UNIT WIIKWUMb&1NJ DESIGN PRESSURER47ING IMPACT R4TIN0 f70.0P9F SMALL MISSIIEIMPACT FOR WOOD MASONRYICONCRETE AND METL INSTALLAT?CN FO R ADOI OVAL SIZES SEE SHEE7'7 AD L REINFORCE UNIT WITH SILL RISER A96 AND 07 DESIGN PRESSURE RA7ING IMPAOTR47INO 3110.0PSF SMALL MISSILEIMPACT RfY1 uwmm mm ♦waOvm REVISED PER NEW REOUIREMENTS 11/30/17 R.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 REINFORCE UNR WITH SILL RISER035AND137 DESIGNPRESSURERATING IMPACTRA77NO 372.0PSF SMALL MISSILE IMPACT 1:4NYi•:•1. 7S00AM518RDAMDRIVR WinDoor 0AIANW.M3ZW ]NCORPORA'IZD 11f„e°°m0dtd� 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 5TRACK ELEVATIONS SIGNED: 06/192016 Na =14 96 7/16' MAX. PANEL HEIGHT 98MAX. 86 21/32' I O FRAME MAX. D.L.O. HEIGHT HEIGHT 6' TO WEEP SLOT 358 3/4' OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL PANEL.WIDTH REINF. REINF. 0 X x I X 52' MAX. D.L.O. WIDTH 71NI 4. 0 8100 SERIES 510x 82 SMI SOD TYPIG4E ATIONEXTERIORVIEW (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 CONDITIONS AS SHOWN. E rvon-HErnlonce uvll rvlln alu ru>rxwa DESMPRESSURERADNG SAPACTRAPNG 170.0PSF SMALL MISSILEIMPACT FOR WOOD MASONRYA:ONCRETE AND METAL INSTALLATION FORADDI7IONAL SIZESSEESHEET7 REINFORCEUN/TWNH DESIGN PRESSURERATWO IMPACTMi WG t110.OPSF SMALL MISSILEIMPACT RiY510N5 FEV OESCRIVION MIE R'iA01ID D RENSED PER NEW REQUIREMENTS 11/30/17 1 ILL NOTE: VAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. WEEP SLOT 1" x .1875' TYP. LOCATED AT ALL VERDCAL CENTER LINES HEAD SILL SILLRISER IUSANDAT7 DESIGN PRESSUREPA77NU IMPACTRATING t81.9PSF SMALL MISSILEIMPACT 7ON FOR WOOD WSTALJAT70N FOR ADDTT70NAL SIZES SEE SHEET 7A 75MAMSTBRDAMDRRB WinDoor D MANDD IR 3TAi2 INCORPORATED 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 x 8'2 PANELS ATRACK ELEVATIONS TJH � NTS SIGNED: 0&19/1018 No mq 95* FR HE 355 3/4- OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL J.._ 52" MO. PANEL.WIDTH I I D.L.O. WIDTH REINF. I REINF. REINF. 96 7/16" MAX. PANEL F 41y F MAX. 06 21/32" D D )( xxX WEMAX. D.L.O. 1 SHT HEIGHT 6" TO WEEP SLOT 8f00 SERIES 5'0 x 82 SMI SGD TYPICAL ELEVATIONEx JOR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN SIZE DOES CONDITIONS DESIGNPRESSURERATING IMPACTRATING t70.0PSF I SM4U MISSIIEWACT FOR WOOD MASONRY/CONCRETEAND METAL INSTALLATION FORADDRIONAL SIZES SEE SNEET7 REINFORCEUNTF DESIGN PRESSURE R47INO IMPACT RATING fif0.OP5F SMALL MISSILE IMPACT FEVm4'NS OERP�FlRx WiE IPPFDA:D REVISED PER NEW REQUIREMENTS 11/3D/17 P.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. 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Nq Nq PG q Pw mgw q PG Nq mD 1R3 IWA 125J IWA IRO I a 101 1m0 12SJ 1504 10.3 Imo tR3 la's W 12" 160,0 10.3 IWA 1R3 I 129J 190A 1]JJ IWA 119J 14Sd 1R3 198.9 OSA 129J 1W.0 1213 1WD 12O] 1W.o t29.9 1m0 1RJ 1q.T tA,9 1205 it" llm AD 1R0 no IE.1 1WD 1219 150D 121J1 im0 129J b2T 11r.i 11r.1 1f0A ItOD =0 123Z 1W➢ 1291 1SOD 12SJ 1WD 1%9 1%) 11 1 =7 ffa0 1=3 IWA 193 no 153 In? 129J 1%S 117J 117J ODD 1]33 im8 1RJ 12A9 190.0 121D 131.8 110D 0. PANEL HEIGHT AND DLO FORMULA PANEL HEIGHT - UNIT HEIGHT - 1 9/16' MAXIMUM D.L.D. HE:GHT a PANEL HEIGHT - 9 1/2' D.L.O. WIDTH - NOMINAL PANEL WIDTH - 9 1/2' HMIB lW 9EV 1 ornniPmn � NiaD/W D PEIISED PER NEW REOUIREMEMS 11/3D/1] R.L ' �pJi��7� 7900AMSIERONMDRNE nD W ooY ORL0W0,PL32812 INCOR.PORAIED levn.,wd�m 1wvaindoodwclm 8100 SERIES SMI REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS 08-00878 SIGNED: O6/T9/2018 NO M14 18" MAX �J,� fi' MAX. TIP. I I I I 24.. MA% SEE ANCHOR CLUSTER HEAD I0 C DETAIL, SHEET 10 INTERMEDIATE ANCHORS � _ TYPICAL TYP CC 6' MAY. T TYP. J_ 15' MAX. O.C. TYR z T­ o 0 E o G U U V p SEE NOTES s SHT 8 6" MAX. TIP. T- 4' MAX. - TYP. r - SEE NOTES 1 &2SHT8 6" MAX. 120" MAX. HEIGHT SEE NOTES I & 2 SHT 8 6" MAX. TYP. SEE ANCHOR CLUSTER SILL J/ -� 4' M DETAIL. SHEET 10 INTERMEDIATE ANCHORS TYP. TYPICAL TYPICAL 4'0 x WO ANCHORING LAYOUT NON —REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN. APPLICABLE TO ALL CONHGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN Nu—mbwamchorim,avanamquim stjormbs, hood, and mullion clusur prrcMra fputlpn 1pr2 pvtlr,9finek antl alnck.9 a11chpn wleutlpn br60ack Slnpb Plntl pntltll flN "am Top Mp 3.0 420 Mp alp ap0 RN mm X69 4mpp Nag bmaB N4L4 p8 mtu N39 mha Nag pB mps Xa9 amm Xa9 860 BM pap a a i 1 1 1 1 { 4 a B 7 1 1 1 1 d 4 B B ] 3 2 2 8 e B 0 1 2 2 ] a e e a 9 B 3 ] 3 0 B 6 8 ] 9 3 9 a AL B 0 B i 3 3 3 a B B pap i 1 4 ] 1 { ] 2 a T 2 B T 3 8 i 3 a i 3 B IOBF ] 1 4 ] 1 4 ] 2 a i 2 a1 ] 3 a 1f40 a 1 4 B 1 { B 3 8 a 3 a B 3 0 1M0 B 1 4 0 1 d B 2 B B 3 0 B 3 B um wp N or on pnpn un a ppt Htlpp1 9lnpl.~w W/mh IN r or pn RN 240 M0 =9 Idtp lap1 5,0 Va. BUD B a B B e a B Blp 3 e e B B B B pap p B B a e B B aa0 B B p B B p I0a0 1 10 10 10 1 t0 10 10 f 11 11 it 11 11 12ooMa 11 1 it 1 1 REtt1ph5 p]9u�vlwl wrz .w�mnn RNSED PER NEW REOUIREMENS 11/30/17 1 R.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 IX 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 5 014 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 REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/I6" 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 ANC14DR MANUUSED FIN SUBSTRATES WITH STRENGTHS INSTRUCTIONS.ON ANCHORS E LESS THAN THEE MINIMUM STRENGTH H 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 (Oft GREATER). D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD HACKING, Fy=33KSI/FU=52KSI MINIMUM. SIGNED: 0611912018 T1 7500AbS18RDAMDRTVB WinDooY oxwmo, PL3]B32 L ., JASR;O INCORPORA77TD v,.asiodootlm� •, ; ICT REVISED o Nh the Florida 8100 SERIES SMI No'ersl+ 3T_iZ3g,p7 REINFORCED & NON -REINFORCED * ' /�yT ,//---* ._,..,•..nm. 4'0 x IWO ANCHORING LAYOUT AND NOTES =� j�'L./^ %� O8-OOB78 8' MAX 6' MAX TYP }�-L�- 6' MAX. T TYP. IS' MAX. O.C. TYP. SEE NOTES 1 & 2 ENT 9 6' MAX. _ TYP. 4` MAX. TYP. P4" MAX SEE ANCHOR CLUSTER HEAD O.C. DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYPICAL {j PICAL 0 a U SEE ANCHOR CLUSTER DETAIL, SHEET 10 TYPICAL 0 F Ei z U SILL INTERMEDIATE ANCHORS TYPICAL SEE NOTES 1 &2 SHT9 6' MAX. O.C. TYP —r a 98' MAX. HEIGHT Y o SEE NOTES I � 1 &2SHT IIIYf TYP. I 4 1/4' MAX, TYP. 5'0 x 8'25'O x 8'2 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITSNON-REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN NumberamD rImflonarequm 0jamb4A heel, dl aadmullonduafar pao 1.m arlowaan br2 beck.3bacFeMlback,3enMorapwloraBon for6 freak) — LnOfePWl MON MtlpAt YAO no I no 420 Ina BAa a6a xN Jemla HAS u bm m a5 emEa nns mas x mae x64 mN 6f u4n BOA 8 1 4 1 6 1 1 1 4 6 2 e a 2 6 e 9 6 B 3 B 6 3 6 BRa 8 1 d 8 1 4 a 2 a a 2 B B 3 B B 3 B B 3 6 BBA > 1 d ] 1 d 7 2 6 7 2 6 7 3 B 7 3 a 7 3 6 BfiD T 1 4 1 1 1 7 2 a '/ 2 a 7 3 6 .1 3 6 7 3 1 a 136A 7 1 4 > 1 1 1 4 7 2 6 > 3 6 7 3 6 7 3 BJ. ff" B 1 1 B 1 d B 3 6 B 2 a B 3 6 iS40 B 1 B 1 1 1 4 B 2 B B 2 6 B 3 6 m Bn om aah.kmp (7 M ar er aG on xxda SlnpleVe41 ONml"o 120 1xn Ina Q4a no B 0 8 "aBBa aa f0na 10 10 +D ff- 11 11 11 v Rl is REV E PDM RND D REVISED PER NWWdLN 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 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 CA, MINIMUM STEEL STUD USE GRADE 5 014 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 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. W��7"� 7SOOAMSfHRDAMDRIVH 'moor ORLANDO, M 19M2 RODINCORPOAAIAD +°1amnpv® m,,yla8nad�clam 19 REVISED u=n`aansf3rwf4. FI944. 8100 SERIES SMI 04-N9. 17-1219.07 REINFORCED & NON -REINFORCED ryfrellena b31]12021 5'0'1 8'2 ANCHORING LAYOUT DM9It MD M. REV { m Nr9 TJH 08-00878 D SIGNED: 06/19201 B WATE OF VERTICAL CONDITION 4' MAX, 4" MAX. i4-'.( MAX. MAX. 4 L.. MAX. MAX. I CLUSTER DETAIL &TRACKSYSTEM VERTICAL CONDITION 4" MAX. 4' MAX. ,I 4" MAX. MAX. 4 L— MAX MAX.I . 2 3/8" 4' 7 1/8' REH400S PEV I FE I GR -F— D REVISED PER NEW REQUIREMENTS 11/30/17 R.L ' 4 3/4" SEPARATION 4 3/4" 4 3/4 SEPARATION I SEPARATITION �1 SEPARATION SEPARATION POCKET INTERIOR 2 TRACK ' '�1' , ,/�3 TRACK .' , .' LfI4 TRACK 5 TRACK "�1'�""�'�7" EXTERIOR 2 3/16' 6 15/16' 1 , 4 13/16• 4 15/32" HOOKSTRIPANCHORLOCA77ONS SEPARATION—1 4 9/16' SEPARATION SEPARATION SEPARATION SEEDETAILSWSNEET2Y SEPARATION ,,,,,,,,, ,,,,,,,,,,,,------1u SEE CHARTS ON SHEET 8 AND 9 FOR CLUSTER ANCHOR QUANTITY REQUIRED 1 5 TRACK 4 TRACK 4 _31//4" 3 TRACK SEP TION 2 TRACK VERTICAL CONDITION L 7 1/8' 4" MAX. 4" MAX. 2 3 8 4 3/4' SEPARATION 4 /4" 4' A" SEP SEPARATION SEPARATION 4. MA%. MA%. d' I MAX.' JAMB ANCHOR LOCATIONS SEE DETAILSINSHEETSZD, 20A, 21, 21A, 22AND22A 4 3/4" PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—TG ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 • 1 1/4' SO. DRIVE SCREW AT EACH END, REM #47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH p7 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. 4 3/4 7500AMST'BRD9MDRTVR WinDoor ORTAND0,PL32Rl2 INCORPORATED =.� wi d 8100 SERIES SMI REINFORCED & NON —REINFORCED ANCHORING DETAILS AND NOTES 08-00878 KU 10 SIGNED: 06119/2018 Nm 62514 ,t PARTS UST Rfl'9gb Rll pFSCR'RDGN Cn¢ N4RNED D 'REVISED PER NEW REQUIREMENTS 11 /30/O A.L 1" O.A. 3/8' AIR 1" C.A. SPACE 3/8• AIR SPACE 9/16' O.A. 3/16 HS 3/16" HS YKU SGP .060" TROSIFOL PVB o60' SAFLEX 1' NURARAY BY KURARAY FVe BY EASTMAN 1/4' HS JE J/16' TEMP 3/16' TEMP 1/4' HS 3/16' HS 3/16- HS EXTERIOR INTEAIOq + EXTERIOR INTERIOR I Ew ASS G',ASS i" GVSSE RE52 BITE ,k----T 43 fib 43 68 55 55 82 GLAZING TYPEA B2 GLAZING TYPE GLAZING TYPE 6MALL MISSILE IMPACT SMALL MISSILE/MPACi SMALLAIISSILEIMPAC7 REINFORCED B NON -REINFORCED UNITS REINI�RCED&NON-REINFORCED UNITS REINFOACE06NONREWlROACm UNITS 1' O.A. 3/8- AIR 9/16' O.A. 9/16- OA SPACE 3/16' HS 060' TROSIFOL PJB .060' SASTM .035' SCP 1/q• HS BY KURARAY 1/q• H5 PVB BY EASTMAN 3/16' TEMP l0' KURARAY 1/4' HS 1/4' HS 3/16' HS EXTERIOR 4VTENOR I E%1ER10R INIERIDq I EXTERIOR M7EAItlF 1 1:' GIA55-1JGLASS 1° CLASS BITE BRE S2 BITE 51 51 43 68 41 66 q1 68 55 55 55 82GLAZINGTYPE3 GLAZING TYPED MALL MIGTYPEF SMALLMISSILE IMPACT' SMALL MISSILE IMPACT SMALL MISSILE IILIPACT REINFORCED! AIMITEINFORCE12 UNITS REINFORCED S NON-RENFORCED UNRS REINFORCED B NDN40NFORCEDUNRS SIGNED: 061192018 Winn TWONWSCEWDAM DIOV1i 114Np vt. Lo4FA+7 yy jyLyJ QoY DRLlTIDQ M.32B33 `� J\5,......, ,i" pA.E.� I��m�� v. J�Nef •;!5Y �� EVFSED '•, PRODUCT REVISED..... comp! IM MN 1No Flo+ian No 62510 uLTeee 8100 SERIES SMI HOPJ4w 77-7218.07 REINFORCED & NON -REINFORCED ¢�Ira4Ton/0PY 0131l2021 B.O.M. &REINFORCED GLAZING DETAILS ••qq AfAq'4-/'F. ^/,C•"M. 442_ PARTS LIST CONTINUED By / �/ CRAM DMr 6D� 13a'^-i-7TE-1-a"-' mmm7Y� d �cc(E--- 'i"(v .hoR�M: • 2�� ON SHEET 12 A1mm as 4roI TJH OB-DOB78 SrJtE NTS w1E 12 03/09 M°O 11 OF 27 AhA �NAl11p.� NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-04641 2 TRACK WS FWU4E HEN) KEYMARK ALUMN W53-76 2 FS-04786 2 TRACK WS FRAME JAW KEYVARK AUNNW 6053-76 3 S-44119 2 TRACK NSYS SM. PAN 76YAFK ALUTANUM 6053-T6 4 S-44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM E053-T6 5 T-32124 5 TRACK FRAME HEAD KEYMARK ALUMINUM SIMO-T6 6 T-32123 5 TRACK RMLIE JAY.B NEYMARK ALUMNUN W6}76 7 FS-02150 3 TRICK FRAME HEAD NEYMWN AWNW 6�3-T6 8 FS-021BI 3 TRACK FRAME JMIB � NEYMARK ALUV.WW W63-T6 9 S-44123 3 TRACK SILL PAN KEYMWK ALUWWM W63-i6 10 S-44117 3 TRACK SILL INSERT KEY"K ALUMINUM MII 11 FS-02071 4 TRACK FRAME HEAD KEYMIWN ALUMINUM SX6 76 12 FS-02070 4 TRACK FRAME JAMB KEYMWK ALUMINUM E053-T652 13 S-44118 4 TRACK SILL PAN KEYMWK ALUMINUM W63-i6 14 S-22124 4 TRACK BILL INSERT KEYMARN ALUM A 6063-Tfi 15 FS-01882 FRAME HAD INSERT KLYUMK ALUMINUM 6063-Tfi 15 FS-01003 FRAV.E JMB INSERT KEYVIOK ALUMINUM WW-TO 17 FH-01869 TOP RNL KEYMWK ALUMINUM W63-T6 18 71-04723 B070M WALL KEYNAIK ALUMINUM W63-TS 19 IFS-04766 TALL BOTTOM RAIL KEYMARK ALUMNUM 6053-76 20 NPO PANEL WIDE NYLON 21 FH-01871 LOCK STILE KEYMPRK ALUMINUM 53-18 21 FH-0WM NTERLOCK STILE KEYIWtK ALUMINUM WfiJ-i6 6 23 FY 04767 FEMALE BM STILE ENT, OFFSET I(EYl'ARK ALUMINUM W63-76 24 FH-04750 MILE BUR STILE EXT. OFFSET KEYMARK ALUMINUM W8J-16 25 FH-04826 FEMALE BUR STILE INT. OFFSET KEYINAK ALUMINUM W63-TS 26 P7569Ak DUST PAD 1.244' + .5' v 2.N' 27 FS-04747 BUMPER JAMB INSERT KEYMARK A:UVAUM 605}76 28 FS-04754 PAN STILE INTERLOCK KEIMARK ALUM6WM 6053-i6 29 FS-04755 PAN SMILE INTERLOCK CMR KEYNAAK ALUMINUM 6063-T6 30 FS-05382 INTERLOCK SNAP CODER KEYKkRK ALUMINUM 053-TO 31 FS-02726 STILE JAMB INSERT KEYVA ALUMNUM W53-Tfi 32 i5-02126 PANEL STILE JAMB INSERT NETNA4K AIUY.NUII 6063-TB 33 DI-03693 1 3/4' SILL RISER KEYMARK ALUMINUM 6063-TS 34 M-03552 2 1/4' SILL RISER KEYWRK ALUMINUM 6063-15 35 3' BILL RISER KEYMWK ALUMINUM 6063-Tfi 36 FH-03654 FH-0J654 S 1/2' ILL RSER NEIMARK ALUNNUN 606J-Tfi 37 FH-03655 4 1/4' SILL RISER KEYMARK ALUMINUM 5063-TB 38 FS-02173 HOOK STRIP KEYVAAk ALUNWUN W63-TB 39 FS-0U76 HOOK STRIP WALL �'FR KEYNARN ALUMINUM W6338 40 1 FS-044]] HOOK STRIP WALL MOLW PLUMNLY 5053-76 41 FH-01877 9/1V HOW ONTAL GUTS 90P NEYNWN THARK ALDMNUN W6J-T6 42 FH-01878 9/18' VFAfICAI CUS6 STOP KEYMARN ALUMRTJMI WB}T6 T I .L PARTS UST PARTS LISTCONTINUED� FROM SHEET 11 6Av pEscBwnoN 3D/ APP6pr%o D REVISED PER NEW REQUIREMENTS 11/0/17 P.L. OPTIONAL SCREENS 57 57 72 76 50 50 ' MTSCREEN BOXSCREEN VERTICAL CROSS VERTICAL CROSS SE0770N BEC77ON TO BE USEOY/ITNZ)NACKWS OBUH7AC072 27MCKRE77RO,STRACK AND21RACKRE7HOWS AN04TR417KFRAMES15TEMS FRAMESYSFEMS SIGNED: 061IM018 7500AM518ADAMDAIVH 1µ1 1111N 1Y7 W]nD7� .� 4I7 oor OJ LANDO•FL.3283z `. `J\S R. LOq�2. INCORYORAIED I„e� � - - .` r?V Sf "•;S PRODUCT REVISED - No. 82614 _ mpl 'n w0616n Rwft 8100 SERIES SMI o*.. *._ euneep 0 REINFORCED & NON -REINFORCED 07 17-1219 No".. .B.O.M. &MIN -REINFORCED GLAZING DETAILS %v1 lzpj. .Delp 0313112021 %PO.f �'•, mm OF PNA7 DW M. c-'-'2olnon.r Wry ��__ TJH 08-00H78 D "SgZ -•• -•-• Ea p tilt Amapa coewl NTS °`� 12 03 09 6MEO 12 OF 27 �hYONALII�4`` NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01879 1' HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-76 44 FS-01880 1' VERTICAL GLASS STOP KEYMMK ALUMINUM 6063-T6 45 FH-M42 ROOD 80 SOLE REINFORCING Be KEYMMK ALUMINUM 60ET46 46 M-05045 INTERLOCK REINFORCING BAR KDTJNM ALUMINUM 6063-T6 47 FH-03916 FEMALE BUTT STILE REINFORCING BAR XEYMARK ALUMINUM 6063-T8 48 FS-02210 FRAME HEAD COVER KEYT'ARK AUMNIIM 6063-T6 49 FS-02208 SRL CWR KEYNARK ALUMINUM 605346 50 SCREEN SPLINE 51 TP983 9/16- GVSING VINYL VINYL 52 TP1051 1' GLAZING UNIT. VINYL 53 11988-9000 TANDEM ROLLER 54 2e68 VIAL POINT MORTISE LOLL( & KEEPE 55 TP990 CLASS SETTING BLOCK 56 17876 INTERLOCK BUMPIER RUBBER 57 W333517KOW0 FNSER..187 . 350 56 I W332217N000D MEAL .187 X .240 59 W231H7K0000 FNSEAL .187 ..140 60 13017 (B . 1/2' PH FOR SCREW 61 1 S-44115 12 TRACK NS INSERT 18 18 . 3/8' PH ME B SS 18-8 SS D4 110 . 1 1/4' TYPE F SS 20 17 . 5/8' PH TYPE A SS 410 SS 11 18 . 2' FH TEK SCREW 410 SS F 11D . 3/4' FH TEK SCREW 410 SS8-N5 SNA° N 9LL GATE PLCWST 552 GLAZING COMPOUND SIA URETWWE122 5 TRACT( SILL PAN KEYMARK ALUMINUM 6083-T6 120 2 TRACK NSAVS REIRO SU PAN DOWN ALUMINUM 6063-76 71 1 ISM OWING SEE SHEETS 11 72 FH-02727 I W SCREEN TOP/BOTTOM RNL KEOWK ALUMINUM 6063_76 73 FH-02]28 I.I1 SRFEW/L KEMARK NUMIUN 6G6-T6 ]4 FH- KEAK ALUMINUM 6-76 75IFS-02730 I MT SCREEN ASTRAGAL KEYMARK ALUWWM 6D63-T6 76 F14-0230D BOX SCREEN TOP/81170M RBL KEVNA K ALUMINUM 6061-TB 77 FH-02395 BOX SCREEN SOLE KERIARK ALUMINUM 6063-T6 78 PS-021W BO% SCREEN STNEEP KEYWlFK ALUMINUM6063-Tfi 79 FS-02650 BOX SCREEN ASTRrA KEYWK ALUMNUM 606346 80 7S00 A04 SIGNTIURE HANDLE SET 81 T-32125 STRPCK SILL INSERT KEYMAIM ALUMINUM 6063-T6 82 TP990 O:ASS SPACER HEIMA AVMNUM AW-3000 8] 18. 3/4' PH TIX SCREW B4 110 . 3/4' PH TEK SCREW 55 FS-04791 FIXED PANEL Z-CUP NEWARK ALUMINUM 6053-75 T I RM9 flfV OESCRIGMfl WE IPPRRKD D REVISED PER NEW REC0IREMENTS 117M/17 R.L. SEE SHEETS 7 & 7A SECT70NA JC{illU1Y O 2 TRACK WS FRAMESYSTEM WTTH3.SILL 3 TRACKFRAMESYSTEM WITH41/4"SILL RISER SHOWN, ALL SILL RISERS MAYSEVSED SEED.P. TASLESHEEM787A SIGNED: 06/1 RISERSHOWN, 2TRACKNS,27RACKW9 SEED.P. TASLE6HEETS787A �rJ �7'� 75NAMSTRRDAMDRIVE \\\\\1 Hllllll RETROAND27AACKNSRERTOSUBANDALL W 1 Door ORTA O,PL32812 `�� J\S R. Lo SILL RISERS MAYBE USED. SEED.P. TABLE INCORPORATED °6®""m'® `� Y.' \1D�sE SHEETS 787A nu m.mwcve— nnuer orvlsen _ NOTE: SEE SHEETS 20. 20A, 21. 21A, 22. 22A AND 27 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. 8100 SERIES SMI REINFORCED & NON -REINFORCED VERTICAL CROSS SECTIONS 27 SECTION D PLAINS MEAT S T ROCK JAMB SECTION F LC,CK STTLEAT2 TITACKJAMS Rf m I�REV 06CRp'IgM I — /YiM _' I o RE ED PER nEW REOUREMENTS 11/30/17 R.L. ' SECTION H REWFORGEOfM REWWR0ED IN7ERL0CKSITLEAT FIXED PANEL NOTES: EKIERIORHOOKSTWP 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 Z—CLIP IS ATTACHED TO PANEL WITH (3) REM # 84, J10 x 3/4' PH TEK SCREWS AND THEN IT 15 ATTACHED TO JAMB WITH (3) ITEM #84. #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. q8 x 3/4' PH TEK 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 16 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 VARIOUS SUBSRTATE MATERIALS. A SPECIFlC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. CMAICO. OGHO/JO1R 75WANSTRRDAMDRIVB WinDoor OAIANDO, IB 325i3 LOq�,, INCORPORATED °,o°n,�ulcm avw.madmtlnrmm \` v:' \SOFNSP '':S �. 8100 SERIES SMI ❑ N., M514 REINFORCED &NCS—REINFORCED 1��. // jrj HORIZONTAL CROSS SECTIONS SECTION C 5 TRACK FRAME SYSTEM WITH3' SILL RISER SHOWN, ALL SILL RISERS MAYBE USED SEE D.P. TABLE SHEETS 7A 7A 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. SECTION E LDCKS77LEAT 5T RACKJAMB RL Gcm REV, I WEE D RNKD PER NEW REQUIREMENTS 11/717 R.L. ' 7500AAMDREVH WinDoor ORIAND0NID0, M3]AT2 INCORPORATED BIOQ SERIES SMI REINFORCED & NON -REINFORCED HORIZONTAL AND VERTICAL CROSS SECTIONS 5T SECTION J REINFORCED INTERIOR FIXEDBUITSTILE TO=KETTLE SEE NOTE ^� REIN. II 65 SHT. 15 EXTERIOR V— SEE NOTE SE07IONM _EXTERIOR REIN. REINFORCED EXTERIOR FOXED BUTTSTRETOP"INSOLE SEE RIN. NOTE SHT. 15 SECTION L REINFORCED INTERLOCK STILE TO REINFORCED INTERLOCKSTILE C% 45 66SE NOTE15 15 P=aw MPRP/FA ' EXTERIOR SCVNVN V 45 66 HEAD <8 SEE NOTE SHT. 14 REINFORCEDINIEROR SEE REIN. NOT PlAWSPLE SILL 49 FDEDBUTTSTILETO SHT. 15 BIG S < 26 32 SS HEAD aB SEE NOTE ��T]1�� T5WAUSTERDAMDRIVS inDoor 2 ``�1111R ILOI/T<� SHT. 14 SECTIONK SILL a9 PRODUCT REVISED W ORLINDO, PL3 INCORPORATED •_ ���VJ''�cFl+sF'':93' �: LOCKBT6ETOREINFORCEDEXTEMORFAEDBU7TS77LE NOA-No. 17-1219.07 ieR"nn ,,,,�.. 8100 SERIES SMI _ , - REINFORCING BAR NOTE: Ewpimuon ii.w0003191/202'1 REINFORCED & NON -REINFORCED =* �yT'Gl'^'"' �NNo..2622J51144/�/�Iry� ITEM #46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM #66. ITEM #47, FEMALE / , . HORIZONTAL CROSS SECTIONS O! BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH BT P/�`. I mmn+ clumm oPAwx: owo xo. PN :: O •. eiATE OF 4 'i � ITEM I{65. ITEM #45, 6000 BUR STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE OFFSET WITH REM ALL SCREWS ARE SPACED 6' FROM TOP AND BOTTOM OF STILES AND 08 _ 0878 D Tsouc N. .f�omoN... ,s4oNA`1�axx, BUTT STILE j86. ONE AT MIDSPAN. NTS mre 12/03/09 '15 OF 27 ,r SECTION P NO"EINFORCED INTERIOR FIXED BUTT STILE TO LOCI STILE SEE REIN. NOTE SHT. 15 SECTION O LOCKSTILE TO NON -REINFORCED EXTERIOR FIXED BUTTSTILE SECTION R NONREINFORCED INTERLOCK STILE TO NO"EINFORCED INTERLOCK STILE Q45 66 SEE REIN. NOTE Q$HT. 15 EXTERIOR SECTION S NON.REINFORCED EXTERIOR FIXED GIRT STILE TO PLAIN STILE 030IM021 R!V Z FEV�I D6LRPfl'JN I _ MtC I /FPROKU ' D 1 RMSED PER NEW PM 11/30/17 R.L. ' SECTION EXTERIOR NON,RE/NFORCED HALE SUIT STILETO NON-REWFORCEDLOCAMM UTTSTILE 26 47A26 SEE NOTE 83 32 21 41 1 REI N. SECTION U NON -REINFORCED INTERIOR 7500AMS11LRDANDFIVE OALANLI0,FL32933 bi m�i �eJ4° vrmwndoomrsom 8100 SERIES SMI REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS flEN90N5 pry DERNRICN qlE NiMD.'[D D REVISED PER NEW REQUIREMENTS 11/DO/17 R.L. 7 15 57 20 SEE NOTE 4B it 20 57 15 ENT. 14 17 PIE 63 17 43 88 63 EXTERIOR 4s y OI Al 63 INTERfOR INTERIOR EXTERIOR 16 OR 19 71 47 f(�� 'f� (}I 71 53 57 OR 52 63 53 57 63 SEE SHEETS 7 & 7A fi3 33 ORI IS SEE SHEETS 7 &'7A 9 34 OR 37 10 35 OR 36 18 OR 79 36 OR 35 37 SILICONE SEALANT SILICONE SEALANT 62 67 49 SHT. N SEE TE 57 57 13 14 62 67 SECTIONAA SECTION BB 97RACKFRWESYSTEM 4TRACKFPAMESYSTEM SEED.P.TABLESNEET8747A SEED.P.TABLESIEETS767A SIGNED: 00 2018 ��IJ �7� 750OAMSTBRDAMDRM fill,, W I111 Aoor ORL&MDO, PL 728M ; J.f?.I :.....'. IRCOAPORATED nmw.aium .� Mf J &•••.tA PRODUCT REVISED (• W.62114 s comobiD nvN6 we Ele64e 8100 SERIES LMI =*; ,k eullalne ceiPn REINFORCED & NON -REINFORCED No".. 17-1219.07 VERTICAL CROSS SECTIONS '•O , ¢rylmVon oo 0331/2021 D '�V ' er TJH 08-00878 fln D Ra.AL •G���` Mlem D PmDYN Conte 'l sAONAL sal NTS Q`TE 12 03/09 �017 OF 27 2LIn lnulla INTERIOR EXTERIOR Rmsma REVM a,E MRRpVEp SEE NOTE SEE NOTE D REVISED PER NEW REWREMEWS fl/30/t] R.L SHI, 15 SHT. 14 SECTION EE PLAINSTLEATS TRACKJAMB HEAD SECTION SILL LOCKSnLEATBTRACK✓AMB 1 SEE HEAD SH1 SILL FIXED PANEL A T 44 TRACK ✓AMB RIOR fOR WinDoor DRL&XDDFL3]Az j\sR:L 0Mq o LNCORP RRATF.D mum mmvvivdnva....,,.., �•` V; VGENS(>'•.S PRODUCT REVISED _ Na.62514 owmp ie Mth t"R.M. 9100 SERIES SMI unain9 Lei __.__.__-_ %�n'•ILu47 f-'"":• L.. 40A . 17-1219.07 REINFORCED & NON -REINFORCED HORIZONTAL CROSS SECTIONS RLWsia"s RfY D[SCRPfKN arz arvRwm D REWSED PER NEW REQUIREMENTS 11/30/17 R.L. 64 17 1EXTERIOR 63 59 � 41 27 SEE NOTE 85 SHT. 14 42 51INTERIOR 8pnI INTERIOR 32 ' 60 0 d LI LJ tJ 51 59 53 EXTERIOR 57 63 63 SEE SHEETS 7 & 7A 64 34 OR 33 16 OR 19 36 OR 35 37 SILICONE SEALANT 67 49 SEENOTENOTE 57 57 69 81 14 82 SECTIONZ SECTION BB FIXED PANB.ATSTMCKJANB STRACKFR ESYSTEN SIGNED, 00912018 SEEO.P. TABLESHEET87& 7A ��D 7300ANDOFL32832XRbAM DRIVE WinDOOr FL3z83z t`tIS R. . R; lO i! 04Z9 oR AUDo, p1� ""j°0 IS sF •.S •� TNCOILPORA'SRD n.aimpm mcaa�nAmd"rwm �;:'J PRODUCT REVISED 8100 SERIES SMI Na 82fit4 '*'• *- piNDRwIM mO Flpdao REINFORCED & NON -REINFORCED Noa-N". 77-1279.07 HORIZONTAL AND VERTICAL CROSS SECTIONS 5T pAs�� %O" [/�', 6apb"tl°e o 031312021 mwm; M A. REV �. • FLORIOH 'G�`� •�� •, ma 7JH 08-00878 D S• AL m7 °ce o°mml tem scu[ NTS — 12 03/09 --1BA OF 27 RFNRDM1S 58 30 22 26 71 pEv DEWRIn' N mn Awap.Fp D RE4I 1) PER NEW REQUIREMENTS 11/30/17 R.L SEE NOTE S . 14 25 83 32 26 21 52 44 56 INTERIOR SEE REIN, NOTE SMT. 15 58 3D 66 22 26 46 71 EXTERIOR SECTION DD SESE NOTE SEE NOTE HEAD j NON41EINFORCEDFUEDPANE! 52 t< 56 BHT. 14SILL TO FIXED PANEL AND WTERLOCK 47 65 25 83 32 26 21 INTERIOR 1l EXTERIOR SECTION CC SEE NOTE 48 HEAD REINFORCED FIXED PANEL SHT. 14 49 SILL TO FIXED PANEL INTERLOCK SIGNED. O611WO18 1 WmDoor ORLA1NDOlm1Ro J�91R LO NE 33un LNCORPORATP.D �,'°. „m,,,• I� ,_-.. .� \•:'.use •,• PRODUCT REVISED Da comp b NNO Fbd4a emlmoD�o� 8100 SERIES SMI _� nNp.Rm4 - NDA-No. i REINFORCED & NON -REINFORCED MO2 HORIZONTAL CROSS SECTIONS a 03/31 EryImnonp 9/JU2o21 AC.L SIAR� DflA'Mt DY9 W. ', •"'••••�•" G.� mum op cem.o TJH C OB-00878 D S "NiS'ONAL �\ scut NTS p° 12/03 09 �019 OF 27 E� 2 1/2" MIN. 2 3/B" MIN. EDGE DIST. SEPARATION 1X BUCK BY OTHERS, 1X SUCK TO BE 6 A PROPERLY SECURED (SEE NOTE 2 SHT. 1) SACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR 1/4- ELCO CRETE—FLEX SS4 IIV'IJ.."J'' JII SILL TO BE SET IIII((II�(. IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT ° �[ 7 MASONRY/CONCRETE p ° BY OTHERS MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. n EMBEDMENT 1/4HMAX. SHIM 1/4" ELCO CRETE—FLEX SS4 INTERIOR 7 2 1/2" MIN. Y'� 2 3/16" MIN. EDGE DIST. 1 SEPARATION 2 TRACKFRAME VERTICAL INSTALLATION A44SONRYTONCRETE INSTAL"TION FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT \ 1 1/4- MIN. I EMBEDMENT 1 1/4" MIN. EMBEDMENT /4' ELCO CREPE —FLEX SS4 SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 O 2 PAR MIN. SEPARATION ' PEVFDNS DESCRIiIWx PER NEW REOUIREMENIS 1/4" MAX. SHIM INTERIOR ass 1 APPn p 2 1/2" MIN. FASTENER HEADS EDGE GIST. G TO BE COVERED 4. WITH APPROVED SEALANT 1X BUCK BY OTHERS. BACKER ROD AND 1X BUCK TO BE APPROVED SEALANT PROPERLY SECURED BY OTHERS (SEE NOTE 2 SHT. 1) 2T OI(FRAMEJAMBINSTALLATION IX BUCKTO MA60NRY20NORET E 1N6TALLAMM' 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 & 5 TRACK ARE SIMILAR. ALL APPUCABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: 06119120181 7500AM$IIWDAMDkTV1T WinDoor YL 37H32 \\\\1111I11111� LOAA_i, ORLTRDANDO, JYS.. VfF11sF 1NCARPORAP¢Mg1aPn wm.aLd ' PRODUCT REVISED •come InB wMh MD Flotltln eunm„n�ntlD _ NmM14 *;• n ,^ *— 8100 SERIES SM I NON 17—t218.07 REINFORCED & —REINFORCED INSTALLATION DETAILS = T lSSD�Y TJH "&E NTS 2 1/2" MIN. 4 3/4' SEPARATION 4 3/4' SEPARATION M450NRY/CONCRETE REy pES.R•>fKK1 urz KI'PWfD EDGE DIST. BY OTHERS D REVISED PER NEW REQUIREMENTS 11/N/17 R.L. 1X BUCK BY OTHERS. q GMIN 1X BUCK TO BE A 6 PROPERLY SECURED q EMBEDM.ENT G A (SEE NOTE 2 SHT. 1) 1 1/4' MIN. �.I 1/4" MAX. EMBEDMENT 1 I SHIM _= 7/4°MAX SEE NUMBER OF ANCHORS 1/4' ELCO SHIM REOUIRED AT JAMBS CRETE—FLEX PER TABLE SHEETS B & 9 SS4 BACKER ROD AND APPROVED SEALANT BY OTHERS 1/4' ELCO FASTENER HEADS CRETE—FLEX TO BE COVERED SS4 4 3/4" a WITH APPROVED SEPARATION IILJUILJJI SEALANT n O O INTERIOR INTERIOR EXTERIOR �J DIN 0 IIJJ 4 EXTERIOR 4 3/4' 1X BUCK BY OTHERS. SEPARATION q 1X BUCK TO BE d PROPERLY SECURED 1 /4` ELCO (SEE NOTE 2 SHT. 1) CRETE-FLEX FASTENER HEADS SS4 TO BE COVERED WITH APPROVED BACKER ROD AND SEALANT q APPROVED SEALANT SILL TO BE SET BY OTHERS IN BED OF APPROVED E SEALANT OR 2 1/2" MIN. NON -SHRINK GROUT EDGE DIST• ed o v p 0 o p v 5 TRACKFRAME JAMB INSTALLATION MASONRY/CONCRETE p ° a IXSUCK TO MASONRYA'VNCRf7EW'STA JU SIGNED:06/192018 BY OTHERS 15/32' 2 1/2" MIN. 4 13/16' SEPARATION 4 SEPARATION ANDO.RDAMDRIVL' DIST. SEPARATION j111J0oY +++11111R ILO sTl,�i !;(4) :y EDGE OAL1HIt0, �•y ORt PLJ78.i2 J J\�?.• • • �::•�'SE •';S '� 5 TRACKFRAME VERTICAL INSTALLATION RCO"ORATED � �.�,p m f. MASONRY470NCRETE INSTALIATTON PRODUCT REVISED 8100 SERIES in 1NO FleNOv - Nc 62514 SMI s wmpl wMN emmns loT REINFORCED & NON —REINFORCED No"1742119.07 INSTALLATION DETAILS P Exm- vI vau 03IJ1M021 By TJH 08-00878 �X�S/��A110+++ s' u2OA OF 27 M uce Wnoo sc"t NTS ME 12 03/09 I" 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 #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1' MIN. EDGE DIST. 4 3/4- SEPARATION 1 5/8" MIN. y EMBEDMENT 1 5/8" MIN. II I EMBEDMENT DOUBLE 2X BUCK/WOOD 1/4` MAX FRAMING BY OTHERS. 2X SHIM BUCK TO BE PROPERLY cj SECURED (SEE NOTE 2 SHT. 1) (f14 WOOD SCREW 4 3/4' SEPARATION EXTERIOR INTERIOR 1" MIN. EDGE DIST. —I..-- 4 9/18" SEPARATION 3 TRACK FRAME VERTICAL INSTALLATION 2XBl1CIVW000 FRAMEMSTAWTMV SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 p(SCpIFIIpN M1[ �`>PpYm PER NEW REOUREMENIB tt/30/9 I R.L L� 1/4- MAX. Ir SHIM #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR 3 TRACK FRAME JAMB INSTALLATION 2XBUCKWC00FRAMEINSTALLAT ,, 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. �rT ���77'''�� 75UOAMSD4lDAMDMVH rkl5BE8DMIEN7 W 1111 ♦QQr ORL&NDO, FL 32833 INCORPORATED '�q�"'m tw m�tu® awvmiodmdor�m PRODUCT REVISED 8100 SERIES SMI w compMng wlN lNO FlOMMa REINFORCED & NON —REINFORCED Yn1w.my_GCeWtl 4f_'s4an> INSTALLATION DETAILS EXTERIOR t I' MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X �I BUCK TO BE PROPERLY RE (SEE NOTE 2SSHT. ) I BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT OUBLE 2X BUCK/WOOD TAMING BY OTHERS, 2X SUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1' MIN. EDGE DIST. EXTERIOR 1 5/8' MIN. EMBEDMEM 1 5/8' MIN. EMBEDMENT 1/4• MAX. SHIM - #14 WOOD SCREW INTERIOR 4 3/4• SEPARATION DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) NE4ADN5 DE4PIPIION mm 1 IFPPWLD REVISED PER NEW REOUIREMENIS 1 11/30/17 JR.L. 1/4" MAX. SHIM �',�_ #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR SEE NUMBER JAMBS ANCHORS 4 nDIST. REQUIRED AT JAMBS SEP1E/ PER TABLE SHEETS B & 9 FASTENER HEADS EXTERIOR TO BE COVERED WITH APPROVED BACKER ROD AND SEALANT APPROVED SEALANT BY OTHERS 1• EDG 1 5/8" MIN. EMBEDMENT 6 TRACKFRAMEJAMS INSTALLATION 9 PXBUCKWOODFRAMEWSTA TION, SIGNED:06119/20! 7500 ANISTHRDAMDAIVH \\\\1Uuugllliii �9Mq 4 13/16' SEPARATION--.-4 15/32• �'yinDoQY OALANDO,PL3]8ix �o INfARPORATP.D �yDar _ .` �_! �cENSP'•..5+ 5 TRACKFRAME VERTICAL INSTALLATION PRODUCT REVISED - :' ND. 62514 2TBUCKAVOODFRAMEINSTALLARON I MU ND Fl.da 8100 SERIES SMI ewP lemy Xod� REINFORCED & NON -REINFORCED /_�,, NoaH+a 77-1279.07 INSTALLATION DETAILS �A�^'� CNp4u11oo Da O]p12021 STATEOF ;• f!/ ppµN: pOC N0. FD jet( <(..... DF TJH 08-00878 D S"•NAIL,'" N1� �Fmnud wu NTS D 12/03/09 � 21A OF 27 ��gSliNAlttO \ 1" MIN. EDGE DIST. 7 1/8' SEPARATION J r+0 R WaS �nvaoho I D REOUl 30/ REVISED PER NEW PEOUtpEM[N15 It/30/q P.L NEW IOUBLE 2X BACKED SA, STEEL FRAMING BY OTHERS :E NOTE 2 SHT. 1) 1 5/e' MIN. EMBEDMENT 1 5/8" MIN. EMBEDMENT 1/4" DOUBLE 2X BACKED SHIM ) jA 20CA. STEEL FRAMING 114 WOOD SCREW BY OTHERS 1/4" MAX. (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS BACKER ROD AND olf7 SHIM REQUIRED AT JAMBS APPROVED SEALANT PER TABLE SHEETS 8 & 9 BY OTHERS Fl FASTENER HEADS TO BE COVERED i #14 WOOD SCREW WITH APPROVED I SEALANT EXTERIOR '-' -- INTERIOR 414 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT DOUBLE 2X BACKED - 20CA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) I' MIN. 6 15/16" SEPARATION EDGE DIST.III'" 4 TRACK FRAME VERTICAL INSTALLATION WOOD BACKEDZOOA. STEEL STUD INSTALLATION �f I FU INTERIOR SEPARATION EXTERIOR BACKER ROD AND PSEALANT MIN. BYY OTHERS EDGE GIST. �— 4TRACKFR4MEJAM8INSTALLATION WOOOBACKEDYOGA. STETS STUD WSTALLAT/ON FASTENER HEADS NOTE: WOOD BACKED 20 GA STEEL STUD SUBSTRATE INSTALLATION TO BE COVERED WITH APPROVED FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 3 TRACK SYSTEMS SEE SHEET 10 FOR O.C. ANCHOR SEALANT SEPARATION. �- 4 TRACK WITH 3' SILL RISER SHOWN 2 TRACK, 3 TRACK & p 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE I 1 5/8. USED. SEETABLES SHEETS 7 & 7A SIGNED: 06/19/201 EMBEO DD.P. W inDoor RL&Nm'PLJ]ei2 B r1J\51�:ILO ,r�� �. INCORPORATED p�prq®y—.-A— PRODUCT REVISED t Nw C161a 8100 SERIES SMt- wnB uo Fwlw REINFORCED &NON-REIEINFDRCED u�obin nµmvr ni INSTALLATION DETAILS I 4KHv4 DOUBLE 2% BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHY. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 4 3/4' SEPARATION EXTERIOR 4 3/4' SEPARATION {114 WOOD SCREW SILL TO BE SEI IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2% BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SKY. 1) . I° MIN. ------------ h_ 4 13/16' SEPARATION 4 15/32' SEPARATION —4— EDGE DIST. 5 TRACKFRAME VERTICAL INSTALLATION WDODBACI DMGA. STEEL STUD IAISTALLATKM' 1 5/8' MIN. EMBEDMENT 1 5/8' MIN. �1 DOUBLE 2% BACKED EMBEDMENT 200A. STEEL FMMING 1/4' MAX BY OTHERS SHIM (SEE NOTE 2 SHY. 1) #14 WOOD SCREW INTERIOR 4 3/4' SEPARATION 4 3/4' SEPARATON ocscrnvnpv art mPxatp REVISED PER NEW REOUIREMENI$ 11/3D/1T R.L E� 1/4' MAX. If SHIM J14 WOOD SCREW SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WRH APPROVED SEALANT INTERIOR FASTENER HEADS TO BE COVERED EXTERIOR WITH APPROVEDIHN SEALANT BACKER ROD AND APPROVED SEALANT 1' MIN. BY OTHERS EDGE DISI rEE8D INSTALLATION . WOOD BAC2E01D DA. STEEL SND PlSTAUADQY SIGNED .• 06/19201 7500AMST8&DAMORPR: `lplpu upq WinDoor ORLANDO, FL 32832 `J\S FtL�p1,.4 3NCORYORA•I81D 1amuum arnrr�vdoedvccom s� �•: VsF' S+ ]DUCT REVISED - No.=14 , ompl In aNh mo Flon4e 8100 SERIES SMI i�,•l 41°9 REINFORCED & NON —REINFORCED .N°• 17-7279.07 INSTALLATION DETAILS •d •• NTS RENsars DEV DEs N n+rz •aPRam D I REVISED PER NEW REQUIREMENTS 1 11/30/1] R.L. 1 5/e" MIN. 1/4' MAX. 1 5/8' MIN, 1/4' MAX. 1/4' MAX. EMBEDMENT SHIM EMBEDMENT SHIM SHIM DOUBLE 2% BUCK/W000 � 1/4' ELCO 1" MIN. FRAMING BY OTHERS, 2X I' MIN. CRETE-FLEX EDGE DIST. BUCK 70 BE PROPERLY EDGE DIST. SS4 r7 SECURED (SEE NOTE 2 SHT, 1) 1X BUCK CKBUCK TOE S. PROPERLY SECURED (SEE NOTE 2 SHT. 1) J14 WOOD SCREW #14 WOOD SCREW I INTERIOR EXTERIOR POCKET HOOKSTRIP WO00 SACKED YQ W. STEEL STUD INSTALLATION DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE ROTE 2 SHE. 1) POCKETHOOKSTRIP 2K SUOXW00O FRAME INSTALLA770N POCKET HOOKSTRIP MASbNflYR)0.VCf iETE INSTALITON 7M0AMSD+ADAMDRIVS Wi�7� nDOOr ORLAADO,PL32832 INCORPORATED x1°"m�'ie .avcMdaadvcma 8100 SERIES SMI REVISED vvIm 1M RDH4n REINFORCED & NON —REINFORCED 17-1219.07 INSTALLATION DETAILS 10,93/314I021 D-N: DKD N0. REV TJH 08-00878 D °C�F'=- — NTS — 12/03/09 � 23 OF 27 1 1/4' MIN. EMBEDMENT N I2 1/4' MIN. EDGE DIST. m m 11/4'� 1 1/4'—{—� 5 57/64- 6 51/64' Ll I O 2TRACKWS 2 FRAME JAMB ALUMINUM 6063.76.076•THICK .� 3 TRACKFRAMEJAMB ALUMINUM 061•T6.07P THICK 6 31 /32' —{ 1 3 O7 3 TRACKFRAME HEAD ALUMINUMWW-T6.OM'THIC 3/4' 2" 11/16- 1 T_ O 2 TRACKN&WS SILL PAN ALUMINUM60 46.07STHICK 6 1/16- � I 7 3/4' FFTT m O2 TRACK WS FRAME HEAD ALUMINUM 60W-M.06• THICK 5 51/64" 9/16- 61/64- T O4 2 TRACK WS SILL INSERT—� ALUMINUM 6060-M.05' THICK 7 15/32- 3/4- fl 1 7/2• 71/16' T Q 3 TRACKSILL PAN ALUMINUM W53-T6.0STHICK 6 45/64' 13/16' 81/64" T fo 3TRACKSILL INSERT 5 51/64' 61/64' 81 2 L CKNS S1LL INSERT —r ALUMINUM 606i.i6.07' THICK FEM9�N6 FEV CFS:Rip(gN WE MPFO+[C D RENSED PER NEW REOUIREMEMS 11/30/17 R.L 70 2 TRACK WS REMO SILL PAN AWMINUM 6060-T6.075•THICK W�� 75WAMfiLYRDAMDRMi inDoor ORLANDO. FL 328M. INCOItPO]iATADamvdodaodacmm 8100 SERIES SMI REINFORCED & NON -REINFORCED COMPONENTS JH NTS 2' 6PTEOF 11/64" 9 11/32" I � 1 11/64- I a5/64—"TL--R II 1 3/4' r L 32 PANEL STILE JAMB INSEAT ALUMINUM 60W-T6.075THICK t t 4 TRACK FRAME HEAD 27/32' ALUMINUM 60�-T6.O7b' THICK E40 9 27/32" 3 B 3/4• 15 FRAME HEAD INSERT r �7� AWMlNUM 606ST6.060•THICK 4 L� 1 7/2" 2 23/64" I� 45/64" U 103 4TRACK SILL PAN �T ALUMINUM 6063-T6.076•THICK O BUMPER 9 5/64" JAMB INSERT AWMMIM6063-T6.LK0•THICK 12 4 TRACKFRAME✓AMB ALUMINUM 6063-T6. W6' THICK 13/16" , 61/64" T �� 1 a 4 TRACK SILL INSERT ALUMINUM 606&78.0757HKX r 3/16" 1 39/64" J_ 30 INTERLOCK SNAPCOVER ALUMINUM 6063-TB.051- THICK I 135/64- 2a PLAIIVS77LE _T INTERLOCK ALUMINUM 6063-T6.OM THICK 3 1/2" 13/1,77 ao HOOK STRIP WALL MOUNT AL UMNUM 6060-T6.0MTHICK L 4 1/2" �/32" � 2 23/32" 31 .831" �9/6" F r �9 HOOK STRIP U I HOOKSTRIP WALL COVER 19 TALL BOTTOM RAIL ALLMINUM60M-T6.060-THICK ALUMIN316T6063-T6.07STMCK ALUMINUM6063-M='THICK Q MALE BUTT STILE EXT.OFFSET ALUMINUM6Pi3-T6.080'THICK JH pEV vLYWmox mu MPHP'[D D RL0ISED PER NPN REOUMEMENTS I1/30/1T R.l. 4 5/e" 1 9/16" {-- ,8 I 7:17 L] 3 1/2" NTS P3 FEMALEBUTTSTILE EXTT, OFFSET ALUM/NUM60G9-T6.060'THlGK 4 1 @ TOP RAIL ALUMINUM 6063-T6.060• THICK —I1 9/16'ml — I 3 29/32- O FEMALE BUTT STILE @ BOTTOM RAIL 25 INT. OFFSET ALUMINUM 606}T6"V "NICK ALUMINUM 6063-T6.060'THICK 75W AMnERDAM DBMS ORL bMCT PL32R12 n'bvimw�� aaamadvvMewm B100 SERIES SMI - N. 62514 REINFORCED & NON -REINFORCED "* COMPONENTS "D __ ?po.`l sT3v6DF 1 3/4- 2 5/16" 22 INTERLOCK STILE ALUMINUM6063-T6.060'THCK {-- 3 1/2." =�4° zt LOCKSTILE ALUMINUM 6068-76.060'THICK 4— 2 47/64' 1/4" UL2 1/B"64^ 47 FEMALE BUTT STILE REINFORCING BAR AL UM/NUM 6005-T5. UW T HICK -- 2 11/32". �- /4" _T 11/64' 1 -i 1 29/32' 46 INTERLOCK REINFORCING BAR ALUMINUM 6005wTS. I66' THICK 27/32' -i 1 3/4" IT 2 23/32" L 73 MTSCREEN STILE ALUMINUM 6'063-T6.060' THICK { 1 39/ 3" r 72 MTSCREEN TOP/BOTTOM RAIL ALUMINUM 600-76.1)60'THICK 1 1 3/4" 1� [] - 2 5/64' 74 I-- MTSCREEN STILE WISEAL ALUMINUM Epp-76.060•THICK 2�32" 76 BOX SCREEN TOPA90TTOM RAIL ALUMINUM I60p-T6.0 THICK 64. 1' 1 9164' 2 19L L 73 BOX SCREEN STILE ALUMINUM6063-716.0 THICK Lfr--I1 7 31/64" 3/n _ n„ 7 OXSCREEN ASTRAGAL ALUMINUM 60p-T6.050'iHICK 8L 1 23/S1 3 7/8' 3/8^ 1 37/64' 45 6000 BUTT STILE REINFORCING BAR ALUMINUM606 T-TS s PTHK:K 0. ttP. 6x 6X O O 2 1/8" PRooUC 6 I a comp)yyai WI41np C Nou-Ne._ 23/64" r 2" 2° 1 1 1- ewlmHenl 1 5/8^ 7/16" Q� 41 9/16' HORIZONTAL GLASS STOP ALUMINUM 60p-75.0M-MI YL 17/'2 I IT1 T_ y4 1'VERTICAL GLASS STOP ALUMINUM 6063-76 P0.7111CK F 7/-32 1 -� 1/8"7 43 1-HORIZONTAL GLASS STOP ALUMINUM 6069WM'7HICK 1 21/32' 1 7/16" 7 —r 42 9/16'VERTICAL GLASS STOP AL UMINUM i=-i6.070' THICK 1 9/64^ 1/2' -1 T 1/4- JT- 78 BOX SCREEN SWEEP ALUMINUM 60 W.T6.061,' THICK Dmmmm RENSED PER NEW REDUIREHEUfi J-� 13/16" 424' 7 1 47/64' 33 1$14-SILL RISER ALUMINUMW0 W.4)I%7'7HICK �.---f- 13/16" L2 63/64^ 35 3'SILLRIL ALUMINUM6063-76.0677HIOK 1_+ 13/16- 2.BL L 4 15/64' 37 41/4'SILL RISER ALUMINUM60L3.76.= THICK O.nL 4PPRdlD 30/17 R.L 1f 13/16" .84"07 2 15/64^ 3a 21/4'SILL RISER ALUMINUM 6063 T6.060'THICK �---j- 13/16^ F:] r_T 2.69^ 3 31/64' 3s 312'SILL RISER ALUMINUM 60 p-76.06D' THICK 29/64^ 11/64° I 1 1s/3z' 7 MTSCREEN ASTRAGAL ALUMINUM 6036-76.060"THICK 73WAM5T'10lDAMD?JVM ORLANDO. FL32832 pm.wwaw 1tiow�elmm vw:mlednodrcmm 8100 SERIES SMI REINFORCED & NON -REINFORCED COMPONENTS 08-00878 OUIEOT Pc1510.V5 PCV UESCFPIWN MlE IYPPWt'D 1 1/4• 0 REVISED PER NEW REOWREMENTS 11/30/17 R.L. 11 23/32" 1 3/4" 1- 05 5 TRACK FRAME HEAD ALUMINUM 12 7/32" 11 35/64" 3/4" 1 1/2" 41/64" jLL I— —� ' 69 5TRACK SILL PAN AL UMINUM 6063•T6. ITS' THICK 29/64" ©6 TRACKFRAMEJAMB 61/64" 53/64" ALUMINUM 6063-T6.075'THICK i— 81 0 STRACKSILLINSERT ALUMINUM6063-T6.12STHICK SIGNED: O61192018 ' ��. t:OSPOAATAD n®wneum I'm O1Mlt$ 6Y4.WN4pOdpCC0O ,� V.:•J6P'•.s PRODUCT REVISED ac com wlro tho Florian 8100 SERIES SMI REINFORCED & NON -REINFORCED Na BP614 t -_ enumne'+o Non.No. 17-1219.07 COMPONENTS =v: //t'�""� P.xp6.. 313112021 M _--� PMRN: PNP N0. REV TJH 08-00878 D :p STATEOF T•'•. FkOR10!-: "•G� ` mmn, �on�r ov scuE NTS I R016 12 03 09 sx'27 OF 27 �t'111i11 r11t' ` M�IAMI•DADE� MIAMI--DADE COUNTY, FLORIDA L'J.�d119Y ®® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE O RECEIVED www.miamidade.eov/economy WinDoor, Incorporated 7500 Amsterdam drive APR 1 9 2019 Orlando, Florida, 32832 SCOPE: ST. Lucie County, Permitting 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 0 Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve W o the right to have this product or material tested for quality assurance purposes. If this product or material z >.. U fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ QCOT5may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. U 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. C/) 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 118100" 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 5A, 6A, 7A, 14A, 18A, 20A, 21 A, 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 by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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. 5. 2 , NOA No.17-1219.07 MIAMFD®LINTY O' � '�) Q Expiration Date: March 31, 2021 i v Approval Date: July 26, 2018 Page 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 "SentryGias® (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. Sifang 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 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-210-35734 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 &l1/29/10, 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 6'h 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-3 120" MAX. FRAME HEIGHT 118 7/1fi" MAX. PANEL HEIGHT 08 21/' MAX. D.L HEIGHT x X 0 48" MAX. NOMINAL PANEL WIDTH REINF. .1A I REINF. 40" MAX. D.L.O. WIDTH - REINF. 44 X IIII 1 X IIIII x IIIII X d 0 ---1 POCKET WALL 11 UNDER SEPARATE APPROVAL. TO BE REVIEWED II BY AHJ. IIII' 6" To 8f00SERIES 4'Ox 10'0 SMISGD WEEP SLOT TYPICAL ELEVATION EXTERK)fl VIEW WEEP SLOT R .TALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN CONFIGURATIONS T ALL 7YI LOCATED NOT EXCEED L PPPUCABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT E%GEED MAXIMUM PANEL VERTICAL CENTER LINES L SIZE AND USE VERTICAL CONDITIONS AS SHOWN. A NON- REINFORCEUNITWITH SILL RISER i35 DESIGN PRESSURERAiWG IMPACiliA71NG RIM ONS PcscRivmry dSC nmRrnn REVISED PER NEW REOUIREMENR 11/30/17 R.L NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACNAED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th. EDRON (2077). 2. WOOD FRAMING/1X OR 2% BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/IX OR 2X BUCK, 20 GA. 2X WOOD BACKED 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. WINO 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 8 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS, 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' REINFORCE NN?W1ITl fill! fl16Efl p6 MID Xi] EMau A FORMASONRYATONCRETEANDMETALINSTALLATION FORWOODWSTAUARON 8100SERIES4'flx 1010 SMIREINFORCEO SOD FOR AODMONAL SIZES SEESHEET7A FORADDITIONAI. S2ESSEE SHEET 7A 1TRAGKNYDUT NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 - 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES 7 DESIGN PRESSURE CHARTS 8 - 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 - 12 BILL OF MATERIALS AND GLAZING DETAILS 13 - 19 CROSS SECTIONS 20 - 23 INSTALLATION DETAILS 24 - 27 COMPONENTS SIGNED: 0092018 I5110AMSDTRDAMDRWH WinDoor ORIJkNDO,PLJ28E C INCC) P ATIBD Floddn 8100 SERIES SMI 9.07 REINFORCED &HON-REIEINFORCED '* 2u21 4'0 % 10'0 PANEL 2TRACK ELEVATIONS i 08-00878 1xEEt 1 I DESIGN PRESEURE RATW(1 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 - 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES 7 DESIGN PRESSURE CHARTS 8 - 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 - 12 BILL OF MATERIALS AND GLAZING DETAILS 13 - 19 CROSS SECTIONS 20 - 23 INSTALLATION DETAILS 24 - 27 COMPONENTS SIGNED: 0092018 I5110AMSDTRDAMDRWH WinDoor ORIJkNDO,PLJ28E C INCC) P ATIBD Floddn 8100 SERIES SMI 9.07 REINFORCED &HON-REIEINFORCED '* 2u21 4'0 % 10'0 PANEL 2TRACK ELEVATIONS i 08-00878 1xEEt 1 I DESIGN PRESEURE RATW(1 08-00878 1xEEt 1 I DESIGN PRESEURE RATW(1 IMPACT RATWO t1f0.OPSF sMAu 98 F H PEY OCYJOPIIOH M`f I wpP p REVISED PER NEW REDUIREMENTS 1%/30/17 1 R.L. RAME EIGHT 358 1/T OVERALL TtS IED tRPMt wlmn 60" MAX. NOMINAL PANEL WIDTH _ D.L.O.MAX. L.WIDTH I REIF. REINF. // I /REINF. / MAX 96 . MAX. HEIGHT WE PANEL MAX. HEIGHT D.L.O. o y X X » X ~ X « X / ~ X / / POCKET WALL UNDER APPROVAL. TO BEBYREVIEWED J. 6' TO WEEP SLOT WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. IAOMS IS PPPANELS SHOWN. NUMBER ELOn CABLE ASLONG AS INDMD ALPANEL SIZE DOES NOT EXCEEDMAXIM MPANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 8100 SERIES 5'0 x 87 SMI SGD TYPICAL EEEVADON EXTEPoORWEW i��Ls—,_ =W1 8f00 SERIES 5'0 x 87 SMI NON-REMORGED SGD z TRACKLAYOC7 NC* REINFORCE UW WITH S2 L RISER 035 DESIGNPRESSURERATING I IMPACTM77W t70.OPSF 6��' MISSICE/MPACT FDR WOOD MASOhtWICONCRETEAND METAL WSTACLATIDM FOR ADD/ RONAL SAS SEE SHEE T T DE6IGN PIfESSURE RATWG IMPACTRATWG t110.OPSF sh"D' AVSSILELMPACT PANEL HEIGHT AND ❑LO 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" RISERC36ANDS37 I *81.3PSF I SMALL M/55SMALL Gr Wi'T� T5D0AMSTERDAMDR1VR nDoor ORLAINMO.FL]1832 INCORPORATED �°h4T aavyadooEua® 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 x 8'2 PANEL 2TRACK ELEVATIONS JH MIE 1 SIGNED: 08/192018 NP. =1A 120, FR HE 290 3/8' OVERALL TESTED FRAME WIDTH 48' MAX. NOMINAL ��L� 40" MAX. wmm f D.L.O. WIDTH REINF. REINF. X, MAX. NNE GRT 118 ]/i 6" REINF. / MAX. HEIGHT PANEL 108 21/32' 0 0 X 7 X X X MAX. HEIGHT D.L.O. 1 RMSM R[V O[SCPIPRON MlE .WPR D D REVISED PER NEW REOUREMENTS 11/30/1J 1 R.L NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 350,. FEET. 6" TO 4,_, 8100 SERIES 4'0 x 100 SMI SGD WEEP SLOT 7YP/CAG ELEVATION EXIER/OAVIEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDNIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM NEL VERTICAL CENTER LINES /KI\- SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 8100 SERIES 4'0 x 10'0 SMI NON -REINFORCED SGD 37RACKUYOUT NON- REINFORCE UNIT WRN SILL RISER B35 DESIGN PRESSURE RATING IMPACTRA77NG f70.017SF SMALL MISSILE IMPACT FOR WOOD MASONRYMNCRETE AND METAL INSTALLA71ON FURADDIT70NAL SIZES SEE SHEET7 HEAD 8100 SERIES 4'0 x 10'0 SMI REINFORCED SGD 48 HEAT SILL 9TRACK UYOUi <9 SILL PONA7RCEUNITWITHSILLRISER035AND07 REINFORCE UNITWITHSILL RISE 06MD07 DESIGN PflLRiSUPE RA7MD IMPACTRATING 31f0.OPSF sMAu MISSIIE/MPACT DESIGNPRESSURERATING IMPACTRA77NO t72.0PSF SMALL MISSILE IMPACT FOR WOOD INSTALLARON FOR ADDITIONAL SIZES SEESHEET 7A ��Tj��7� 75WAT15TRRDAMDRTVB W L11LOOi ORLANDO, PL 39932 TNCORPORATP.D�,y� oq.o.,m7edmdKwm 8100 SERIES SMI REINFORCED & NON —REINFORCED 4'0 x 10'0 3TRACK ELEVATIONS SIGNED: 06/19/2018 C 362 3/8' OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL �J._ 52' MAX. — ...PI wlm4 I I D.LO. WIDTH REINF. I REINF. I /// REINF. PANE MA9%6 o « y0// 86 21/32 O 0 X X X X 1ME MA%. D.L.O. IGHT HEIGM 6" TO 8100 SERIES 5'O x 82 SMI SGD WEEP SLOT TYPIGILELEVATIONEX IQR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDMDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL m, SIZE AND USE VERTICAL CONDITIONS AS SHOWN. i 8f00 SERIES SOxB'2SMI NON -REINFORCED SOD STRACKUYOUF NOFA REINFORCE UN? WRN SILL RISER 05 DESIGN PRESSUREHATNNG WPACTRATING .t70.OPSF &MALL M/SSILEIMPAOT FOR WOOD MASONRYAxDNCRETEAND METAL INSTAILA77CN FOR ADDIRLWAL SIZES SEE SHEET? aamons C6CRo'nON 1Hif R°RRCRID RND PER NEW REOUIREMENTS 11/30/17 R.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 CEMER LINES HEAD d~ 8100 SERIES LOX 8-2SMIREINFORCED SGD Alma LAYDUF SILL RRNMRCEUNITWITNSILLR/SER995AND6 RE/NFORDEUWrwTN SILL DESIGNPAES6UREMRNG /MPACTRA7WG t11O.OPSF ILEM MISSIIELMPACT DESIGN PRESSURE RATING IMPACT RA7WG 38f.SPSF SMAM. M/SSILElMPACT STAILATION FOR WOOD INSTALLATION T7A FORADDMONAL SIZES SEE SHEET7l TSRL MSI'BRDAMDRIVB WinDoor ORTANIDD, PL J7g12 INCORPORATED 1 Z' Xy'y' y v d.Pd 8100 SERIES SMI REINFORCED & NON —REINFORCED 5'0 x 8'2 3TRACK ELEVATIONS NTS 27 SIGNED: 061192018 120' FF HE 286 25/32" OVERALL TESTED FRAME WIDTH 48" MAX. NOMINAL 40" MAX. —�- PANEL WIDTH �— D.L.O. WIDTH �- REINF. REINF. REINF. %MEX' GHT 118 7ANE HEIGHT EL 43 41 108 21/32" O O X X/ X X MAX. D.L.O. HEIGHT L j 6" TO WEEP SLOT t70.OPSF ILEW 0.TL MISSILE FOR (5) PANELS SHOWN. APPUCABLE AS LOF USE iW IN REVWDx3 oTsrn�vnav wre �FrRovcv RENSED PER NEW PEOUREMENTS 11/3D/17 IR.L NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 350sq. FEET. ` WEEP SLOT 1" x .1875" IS TYP. LOCATED AT ALL L VERTICAL CENTER LINES 8100 SERIES 4'Ox 10'0 SMI REINFORCED SGD 49 SILL 4 THEAD mAC YOUT cools Immw RILL RISERCI6ANDIV REMFORCEUNITWRHSRL RISER036ANDI37 DESIGN PRESSURE RATWG /MPACTRATlNG tifO:OPSF SMALL MISSILEIMPACT DESIGNPRESSURERATING IMPAGTRATING t72.OPSF SMALL MR57LE IMPACT 96TAL[A77ON FOR WOODINSTA"RON cE(TA FOR AD M22LSIZE SEESHEET TA 7500A.lM0 7AM' WinDoor DRIAWD, PL3]Bi2 INCORPORATED Ada 8100 SERIES SMI 7 REINFORCED & NON -REINFORCED 4'0 x 10'0 4TRACK ELEVATIONS TJH SIGNED: 06/192018 OF 120' FF HE 285 25/32' OVERALL TESTED FRAME WIDTH 48' MAX. NOMINAL 40' MAX. Imo. PANEL WIDTH D.L.O. WIDTH REINF. � REINF. 4MEX' REINF. GHT / / / / 118 7/16" VAX HiIGHT44 PANEL 108 21/32" 0 0 X X X X MAX. D.L.O. HEIGHT LL j 6" TO WEEP SLOT 8100 SERIES 410 x 10'0 SMI SGD TYPICAL ELEVATION EXTERIOR VIEW (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-'�'-"-- NOW- REINFORCE UNIT WITH GILL MILGH N5 DEMONPRESSURERATING IMPACTR47ING t70.OPSF SMALL MISSILEIMPACT FOR WOOD MASONRYCONCRETE AND METAL INSTALLATION FORADDMONALSMESSEESHEET7 REINFORCE UNIT WITH SILL RISER 06 AND A37 DESIGNPRESSURERInM IMPACTRATING f11O.OPSF SMALL MISSILEIMPACT FOR BmMS yy Of5CW' REDUIMF110N NTS 2n IPPPpY£p D REMSED PER NEREME11/ID/O R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. WEEP SLOT I" x .1875" TIP. LOCATED AT ALL VERTICAL CENTER LINES REINFORCE UNITWITH SILL RISERM6AND07 DESION PRESSURE RAT INO IMPACT RATING Y'72.OPSF SM4LL MISSILE IMPACT 7501)AMSIb14]AMLILLVC OOY ORLINTDO.PLMn INCORPORATED lE°y°mmreM� vw.vledao®cw 6100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 x 10'0 5TRACK ELEVATIONS JH 08-00878 —5A OF 27 SIGNED. 061192018 Na MIA 96 7/16' MAX. PANEL HEIGHT 98' MAX. 86 21/32' FRAME MAX. D.L.O. HEIGHT HEIGHT I__� L 6' TO WEEP SLOT 358 3/4' OVERALL TESTED FRAME WIDTH 60' MAX. NOMINAL 52' MAX. D.L.O. WIDTH REINF. I I REINF. REINF. 0 X X X X (51 8100 SERIES 5'182 SMI SOD TYPICAL ELEVAT ION EXTERIOR VIEW fA6) PANELS ONS IS PPLICAB E AS l SHOWNPANELSNUMBER OF G AS INDIVIDUAL PANEL SZEDOES NOT EI TED CEEDONFIGURAn MAMM MPANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. DESnNPRESSURER477W IMPACTR477NG t70.0PSF 6MAu MISS/LEIMPACT FOR V 0DM4SONRYXONCREEANDMETALINSTAILARON FOR ADDITIONAL SIZES SEE SHEET 7 *110.0PSF I aE SWALL M/SSACT RiYSglS uEsrnimw N.IE 1 mpv REVISED PER NEW REOUIREMEWS 1 11130117 JR.L. NOTE: VAXIMUM 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 VURISERMAND077 DESIGN PRESSURE RADNO IMPACT R477NO t81.8PSF S� MISSILEIVPACT �T)in7� 7M0AMMMRDAMDRIVR W Door DALI WO,PLSWI noan�vw+ sarvr: -. 3100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 x 8'2 PANELS 4TRACK ELEVATIONS 08-00878 '6 OF SIGNED: 06/192018 No. U614 98" FR HE 358 3/4" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL L,��I 52" MAX. — o I D1.0. WIDTH REINF I REINF. REINF, 96 7/18" MAX. PANEL y 21/32" 0 0 X X X x 1ME MA%. D.L.O. G,y7 HEIGHT fi" TO WEEP SLOT 8100 SERIES 6'0 x 82 SMI SGD TYPICAL ELEVATION tAIZMDN VIEW PANELS IN UNLIMITED CONFIGURATIONS IS SIZE DOES NOT EXCEED MAXIMUM PANEL CONDITIONS A$.SHOWN., m I DESIGN PRESSURE AAT MO IMPACT RATING t70.0PSF SMALL MISSILEIMPACT FOR WOOD MASONRY/CONCRETE AND METAL WSTAL L4710N FOR AODIRONAL SIZES SEE SHEET 7 RFINMRCPBN?WITNS2L DESIGN PRESSURE RATING IMPACTRADNG 3f70.0!'SF SMALL MISSILE IMPACT RI 9XV S DE=RIMN Mn I WRWFD REVISED PER NEW REOUIREMENTS 11/30/17 I R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360Dq. FEET. WEEP SLOT 1" z .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES SILL REINFORCE DESIGNPRESSURERATWG IMPACTR471NO 38f.3PSF SMALL MISSILE IMPACT Wi'T� 7500AM TBRDAMDRIVb nDoor 0RTAXD0,PL37832 WCORYORA2PD 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 x 8'2 PANELS 5TRACK ELEVATIONS TJH 08-00878 SIGNED: 06/19/2016 * ; % 44 f i * NON- REINFORCED UNITS DESIGN PRESSURE CHARTS FOR GLAZING TYPES A, B, C, D, E, & F. mum tlm1 rassele x cDaH SM/amWA/vMnum SNINOn4fNMOrM saD Wm 11N'tlll Hmr,lfam1D9a9TRa0O Mll, ttam )0 Fm unlfalnNallR0ln Mamn ConOWa B]NImlWmmvra Nan0n16 14 W4NW �� x.0 30.0 J0.0 1 110 - x0 I 81.0 I W.0 (bi Pa All p POa q q Pw Poe Nap m.0 1m0 a.0 1m.0 49.0 1 . 00 no 1W.0 Q.0 imeIwo 4.0 100A 45.0 BBB ad 49.0 m3 RED 0.0 W.0 1m0 1m0 19.0 1m.0 -do0.0 1R0 49.0 80.6 AD B81 O80 d5A 1oo0 0.0 49.0 t00A ad A5A load I 46.0 tm0 480 W.J 19.0 ]8] 680 Rt 08.0 45A 1m0 4.0 iNO co 1m0 19.0 WA 45.0 ]A9 IBA RO IWO 49A load 45.0 to 65D 0.0 M WA 49.o MIND` W.0 IIAO 480 Iwo R&D IN, 49.a 0]A OR J28 19.0 r4.] fTaB D WA 4s.D .D e A u. rs IBA oA mum n !!left PS 5anm8fO0Mvminum SMI NonRNntOra0mauma 5OD WN 01/a1'tlll rlar IMm Bx! ]lRNrn Nll,dem 10 Fw unidlnYal/ In MamnrP'Wnv4f9Or MaNlWmcfuro NanSlalatAb iErol lM0.A HqH T40 90A 3JD 420 I80 6A0 W.0 POa p q as Poe p Pw Pw p m0 WD iW0 W.0 Imo W.0 IW.O Iwo loaNegd, W.0 load noFoR m0 100A 00A wo BBB m0 852 Bad WA 1Wm mA 1m0 m0 imA BOA 1WA Bo.O 1m.0 WA m8 R81 x0 no 1mA W.0 1. BOA 1ooA WA 1 mA BS9 m0 > 1 WA m0 121 _00-m 1mD m0 1oo.0 load W.0 w.T ' mA mB mA 745 ND >OA 1m0 Sam WA 1mA m0 INA wo m.0 wA 8BA mA 1140 WA loam mD 1oo.0 m0 B3A WA m.8 No No ]Ai ., Nadmum tlaM np]aauMRpNIOI Chart moo Sa/aAlundnum SMINOnAWl4mW 50OMm J•Slll Rlar, Ifm.fOa 4TRIbo Mil, dNn TO PoruNb nNeIIW n ammF/AOnCIUaw NNallruCYurR H*lt x0 noM.0 llomwl8lHb RwiNHN1T) nono I x0 I m0 m) Pea MV I Pa I MV I Pw I NV I Pw I NV I Pw I NQR_jPaa I NOR I Pw I NOR m0 no 1o0A m0 loom B¢O IooA mA 100.0 W.0 loam m.0 W.0 WA 9B] "a mA 1000no 1mA 80A im0 W.0 1WD W.0le x0 mA 1mA im0 WA IND WD wA M.]Sao W0 1mD 1m0 Boo 09.7 WA WA r4.6 fax W.0 im0 WA WA Bea wo mm f1A0 WA 1WA wA ma m.6 74.7 M.] Iwx mA mA W.B ...9 mA MA PANEL HEIGHT AND DLO 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" REVISIONS REV I D E5/az _R_ RMWD PER NnW RPU60/L. a mum dad n r0411m a ad S4NaBIm Aluminum SMINOM nf"Wsw WN fY1•tlll art Hv, IR-W all RabO 5111�tt4mM For wlminffilfe0in WaoO NaMl81n0b PardW4MON WOH J0.0 x0 120 I80 B{0 m0 0h0 PwJ Nq Pw Np Poe N Pw Np Pw Nq Pw Nq Pw Np ado 49A f00.0 45D 1WD ORD 1ooD ISD 1fAo no IW.O 48D wA 46.0 02 Bl0 15.0 100.0 /9.0 1mA ASA 1m0 49.0 1oo0 490 MOA 49D mB 4BA m1 000 l40 Imo IBA mA 44.D 1W0 480 1000 45A m9 IeD M.T AA ]21 BJn 43.0 1oo.0 4SA w.B IBA 1W0 I80 BB] 480 R05 4" T44 45.0 MA 1W0 AAO m0 19A MA 49D B88 45A B90 0.5.0 m0 ifAO 40.0 WA IBA US 0.0 09A 45A MA ASA TA] 1no ad 9 450 S A TA 45A A NA ]OA Maximum tl An PlPW& a all art PS SMIe BiWAlvMnum BMINwFNnbrwOSADWm91N'tllf Furu r� I /n WoaO rlmr, Iron W f 3iFaDo 3111, nan 70 tlminel SYgb HwIVmMlh) HCOH x0 90.0 90.0 120 HO Bl0 m0 Pw Nap Ino 4 P0a p Pa Nap Pw Np Pw Np Poe Nq WA WA 1WA WA 1m0 m-0 100A WA loom 8W 0.6 mD 922 9a0 mm ED 1oo.0 MA BOA m0 load mD m0 020 WD .1 NI.1 sad WA iodoIND m0 BID Sao m0 lImDwa 1ND m0 1m0 mD BUS m BOA ]0.] WO 5.1 x0 mD 1 Na US wA W.0 1WD m0 w.T WA BD8 m0 ]AS W.0 MD MA }OgD m0 o W.0 60a 7Ba B0.0 w.e W.0 RB3 WD m0 fIAO No m4 m0 TAB WO 0A3 m0 w.8 WA T4.T I" 60A 8 m0 .0 BIA mO ,8 D MD 71 mum tlotl Mmum BIW dariuAlumlwm SMINwAtlnfenetl50DWmJ•slll FO]unIM1 n ad a art 5 mrv� Ipm9Ja9TRa0O.Lll, Imm M ONeI nWwtl tUHVIBHB4PawlVY1 W H<BH xo SaD JaB 120 4aA Bag. Wo �! POa a POa Na0 a Nq Pw q Pw Nq Pw Nq Poi p s WA 1mA m.o 1oo.0 BOA 1m0 W.0 imA ROD 1 WA WA mA m.9 BAO .m,0 "Do 00.0 1ooA WA 1m0 Bob 1m0 Boa tooA WA 928 mA oat ad WA 1m0 m.0 BID ma,im0 m.o 1000 BOA WA M.1 M.T M.1 MI x0 .WA 1W.0 BO.o W.I WA load m.0 w.) I WA I WA ]49 74A MD Tad f0a0 'ma WA M. ]BA me w.8 m.0 w? I BOA I WA f11.0 'W.0 mA ]AB ]4A B0.0 W,3 m0 MA ]AT 74.7 Ixa m.0 09 m 8 A T]A a TOD D Wi77�� T500AAf5]ERDAMDRIVE n JOOr ORLA O,FL MN INCORPORATED lTv'^wmy wvela000dvevao 8100 SERIES SMI REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS 08-OD878 OF 27 SIGNED: 0611912018 N0.62514 REINFORCED UNITS DESIGN PRESSURE CHARTS FOR GLAZING TYPES A, B, C, D, E, & F. MaVmumn m o wpaa a mB Sulu 8107M MM SN]RdnWa SOD Mm 41M• NII Hag I20m 092 FwuNbmm1w nNa;nry/DenclQa O! aNI muC4ro tight MO =0 9A0 Wn Bf bNWWAt0(M) 420 4a0 BBO BOO (q Pos Pw Nq Np Pw q Poa N0p w NV Pw N49 BOO 13A9 iW.O 1353 1 1WD 11 Imo 109 1W0 103 1WA 1252 Ima I= I 148.8 MO 1253 1W0 1268 1 l%0 1]19 I 1WA 1262 160A 135A 150A 1 .31 10.4E 12a3 lW4 P0.0 12U 1W.O 126A 1WA 12U 104 1252 15A 12" 10.7 IAA 11 1192 1199 PBA 1359 1W.0 1292 1WA 12A] 1WA 1252 160,0 103 142J 117.1 111.1 11D0 110.0 1040 13fi9 iW0 1H3 1WA 1153 1W.0 1n.2 13B7 102 101 - 1fa0 i35] 1W.a 1269 1W0 1252 141i 103 1A.B 1113 1112 ITW 1153 1 .9 19B.0 11 A 121.8 HOD1 1 OA PANEL HEIGHT AND D.L.O.FORMULA PANEL HEIGHT m UNIT HEIGHT - 1 9/16" MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" D.LO. WIDTH - NOMINAL PANEL WIDTH - 9 1/2" REVv= FEV GfSCPoTpN I wR I —a—R D Rd9SED PER NEW REOUIREMENIS 11/30/1J R.L ' Madmum rtar n mcop aef rha,f(PAFI SolnmW um/num SNl RNniOnsOBOO Mm4f/4•PII Ner, fan02] un b n16 n Pa0 Plm vrum IN �� MO .0 a60 (d0 80.0 lW w AW Pw NV Pm Pw w q PPa Nq P0a Nq WO 1369 9SA ifil 1 A 13 1 1 6 1253 135.4 WA1A4 1 1 3A 192 W2 P22 Ba0 12" 1A a5A W 1 1]9.8 123.3 1350 11fi2 152 10 1 A 822 910 10A W.0 1.0 1 B2 1142 1W2 no I BAB I 89.E B9a D 1012 .a 11 2 157 1010 02B W. WA W 065 81 013 fOAO WO BBA m3 ma 1024 1 BOA WA W3 E22 1U ea W4 ]I ]4 WA B A IBA 120.0 853 B63 m3 703 WA WA m8 ]BA A TSD Wi�7'� T500AMIS18RD"DRNB nDoor ORLANDO. FL 52BU INCORVORATCD lmueulAis vwa.vivd55®u® 8100 SERIES SMI REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS 08-00878 SIGNED: OS/f9/20f8 Na. 52514 24" MAX SEE ANCHOR CLUSTER HEAD SEE NOTES 18" MAX -{ ICI —� O C DEI'AL, SHEET 10 INTERMEDIATE ANCHORS 1 & 2 BHT 8 6" MAX. TYP. --I r TYPICAL 1yI 6" MAX. TYP. -E�- 6"MAX. J 11" MAX. .L_ O.C. TYP. 16" MAX. O.C. TYP. o o F a F i 0 o G 120" X. SEE NOTES r HC HT SHT 8 SEE NOTES 1 &2 SHT8 5" MAX. 6" MAX. TYP. TYP. 4' MAX' <1 MAX • SEE ANCHOR CLUSTER SILL .... TYP. IL TYP. DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYPICAL TYPICAL 4'0 x 10'0 ANCHORING LAYOUT NON REI�JF_ORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SOME ANCHOR CLUSTER AND PATTERN Num p m r ompanprequ a ofn oWH luid mu en Mass, oneMm wfomtlon re, 2 be 3omdc end 4oack, Spnehom fomtlon Torblmeh SInpUPnnd WlMs fW Hdpht SAO Sao Sap bap IB.p 04p 00.0 RN jape Has Jamb& Has u Anse Has u jabs Has A.Im H83 usta am b1 May Has ." 0a0 B 1 f 0 1 4 8 3 e 0 3 8 0 9 B 0 9 0 a 6 01A Ba0 B ] 1 1 f 4 0 7 1 1 4 4 B i 3 2 B 6 6 ] : 3 e e B > 3 3 B 1 B 1 1 3 e T 3 B Ba0 T 1 4 7 1 f T 3 0 1 3 0 T 3 B T 3 0 ] 9 B f11 T 1 4 T 1 4 ] 2 6 ] 3 B ] 3 0 T ] B if 4a{p 0 1 4 0 1 4 0 3 8 0 2 8 B 9 e 13ao 0 1 4 0 1 1 0 2 0 0 2 B 0 3 0 um wo Bn w oGp Goon u/0 a oo nll r mono on Ndg1t Slnph Pbnd WTUM N ON uo Sao Sao 1 43o 1 bao I 040 I0ao 840 0 e B B 0 0 e e(A 0 0 s 0 0 0 0 pap B 9 B B e B e B 0 B B B B 9 79 10 to 1p tl to 10 ip 11 /1 11 i1 11 11 11ap O t1 1 11 11 1 1 RENSNNS REUSED PER NEW REOUREMENTS 11/30/17 1 R.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 NOOK 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 S14 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 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: 06/19/2018 WinDoor oxuNm,r 3zeD O``JYB,R.L04f 1NCOAPORLATAD tmmeNvn avadndooevcmm 8Too SERIES SMI Np.02514 REINFORCED & NON -REINFORCED 4'0 x 10'0 ANCHORING LAYOUT AND NOTES �b•pf�,^�+j� 27 24' MAX SEE ANCHOR CLUSTER HEAD SEE NOTES 18' MAX O DETAIL, SHEEP 10 INTERMEDIATE ANCHORS 1 & 2 SHT 9 6' MAX ttPii# TYPICPi P(PI-AL 6-MAX. �yl `I4 �QT 6- MAX. T T TYP. 1MMAX. O.C. TYP. —r 98" 16" MAX. E Eo rc WAX. O.C. TYP. z z z rn HEIGHT m O O V Y SEE NOTES 1 &2 SHT SEE NOTES 6' MAX. 1SHT 9_ TYP, 6' MAX. T -- ttP. —'l ` 4 1/4- MAX. 4" MAX `- SEE ANCHOR CLUSTER SILL 'I TYP, TYP DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYPICAL TYPICAL 5'0 x 5'2 ANCHORING LAYOUT NON —REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SOME ANCHOR CLUSTER AND PATTERN Numbao/anchor lomtlonamqu ledatJomb; head, sill andmullon dusmr mxhom alocadenPo 26ak, 3 trek am/4"a .3 mdiom a10"6on/orannkJ SfnolaPanHWl dm IN NtlpM1t SAG Sao 90.a 42d 4fla bad Wa d rtWa Has Am 4S aa HIS Jam N63 u dl W 64 mae Hda --go 8 1 1 4 4 e 6 1 1 4 4 2 B 2 0 6 8 3 3 6 a BB e ] 1 1 4 4 T i 1 1 4 4 =17 2B 2 0 7 T 3 3 6 e] 1 3 3 eT 8 T 3 T 1 4 i 1 4 2 e iB 1 4 0 1 4 2 B 69 6fMo B 1 1 4 3 B B 3 e um as a mr ow ona um a oom o en a a om an HtloM Sin IaPanUWl4m it 6N usSao no 4so 4B0 uo ano no a I e I a Ie e a e 040 e e e e e e B Rao e a B B 1 B 1 B 9 Baa a s e 1 B 1e c e toao is 1a 10 10 1p f0 114o i1 11 it fl 11 isaB 11 n a n R0=%s `IVOESJ6PIIW 'A.MPR D REVISED PER NEW REOUIREMENIS 11/30/1] R.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" ELCD 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 COMPRESSIVE STRENGTH OF 3,350 PSI. C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL FRAMING - 20 CA (.040) MINIMUM THICKNESS WITH 2X W000 BACKING. Fy=33KSI/FD=52KSI MINIMUM. SIGNED: 06/19201 B Wi�'{� 75WAMS18RDAMDRIVES `11u,•....., //Jr nDoor ORTANDO, L32B32 ; 1 J\S„!t: .......11q I14CORPORATF13 I'm m4m''i11 vmv.NRdaadRr<om �• y:'1AOBllap "•,S '. 8100 SERIES SMI = 4N°` q :. REINFORCED &NQN-REINFORCED =*( ° ./ # 5.0"X 8'2 ANCHORING LAYOUT ^'0 RtWN: axc Na. REy %��T :, 3TATEOF 40 08-00578 D JH 0..•...: cC�..�` VERTICAL CONDITION 4' MAX. 4" MAX. 1 4' 4' 1 _ I MAX. F_ I I I I MAX. I 2 VERTICAL CONDITION 4" MAX. 4' MAX. 4" 4" MAX. MAX. �J 4" 1 Mq" AX. I MAX. 4" 7 1/8" CLUSTER DETAIL 4.TR40KSYSiEM p[y i v6s E art Kpp D REVISED PER NEW REOUIREMENTS 11/30/il R.L 4 3/4" SEPARATION 4 3/4' 4 3/4" 2 3/8' �`- 7 1/8" SEPARATION SEPARATION SEPARATION SEPARATION t� "' y-�- 1 POCKET I '' ''13 TRACK 4 TRACK �� 5 TRACK ('}� INTERIOR 2 TRACK ^ , �I 1 , 1 pi "IT 1 'el`r• 4--DTI--�IMI F�V 1�' I E�11--'�-�'I ' �+1}�`^1�' ' EXIER/Ofl 2 3/16' J 6 15/16' 4 SEPARATION -i-i—i- 4 1R/3Y HOOKSTRIPANCHOR LOCATIONS SEPARATION 4 9/16' SEPARATION 1 SEPARATION I- SEPARATION SEEDEfAICSWSNEEf29 SEPARATION HEAD & SILL ANCHOR LOCATIONS SEEDETAILS IN SHEETS2A 20A, 21, ZIA, 22AND22A SEE CHARTS ON SHEET 9 AND 9 FOR CLUSTER ANCHOR QUANTITYREQUIRED J 5 TRacK 4 TRACK 4 3/4" 3 TRACK SEPA TION 2 TRACK VERTICAL CONDITION L 7 1/8' 4" MAX. 4: MAX 2 3 8 4 3/4° SEPARATION 4 /4" 4„ 4° SEP SEPARATION SEPARATION 4• M4%. MAX. 4• T__ T__ MAX. MAX. JAMS ANCHOR LOCATIONS SEE DETAILS IN SHEE7510, 20A, 21, 21A, 22AND22A 4 3/4" PANEL CONSTRUCTION: ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL 15 SECURED TO STILES WITH (3) #10 x 1 1/4" SO. DRIVE SCREW AT EACH END, ITEM #47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH #7 TYPE A SS SCREW, ITEM #45, (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, 4 3/4' W��7500AMSTERDAMDPJVE inDOOr ORL&MO,PL32S32 CNCORI?03 T D now jmV V d y 8100 SERIES SMI REINFORCED & NON -REINFORCED ANCHORING DETAILS AND NOTES JH SIGNED: 06/19207S No.=14 PARTS LIST RLVISYoNs Rc^/ DLSc9pRON DME AFNtYiiD D REVISED PEP NEW REQUIREMENTS 11/30/17 R.L. 1" OA. 3/8" AIR 7" GA. SPACE 3/16" HS 3/8" AIR SPACE 3/I6' HS 9/16" D.A. 035" SCP .060" TROSIFOL PVB .060' SAFLE% Tit KURARAY Y KURARAY TEMP PVB BY EASTMAN 1/4" HE 3/16" HS 3/16" IS 1/4" HIS 3/16' TEMP B3/16"J.—EXTERIOfl INTERIOfl i' GLASS 1' CLASSS BITE EXTERIOR INTERIOR I p(JEgIOR INTERIOR kv BITE54 5113 43 fib 43 41 55 B2 55 82 GLAZING TYPE GLAZINGTYPEC GLAZING TIF IMPAYPED SMALL MISSILE IMPACT SMALL NON RE IMPACT SMALL NONMISF EINFORT REINFORCED B NO"ISINFORCED UNITS REINFORCED Al NON REINFORCED UNITS REINPoRCEOBNON-REINFORCED LWFB 1` GA. 3SPA AIR 9/16" O.A. 9/16' O.A. SPACE 3/16" HS 060" TROSIFDL PVB 060° SAFLEX .035" SGP 1/4° HE BY KURARAY 1/4" HS PVB BY EASTMAN 3/16" TEMP BY KURARAY 1/4" HS 1/4" HS 3/16- HS IOR INTERIOR + EwEXTERIORTtL INTERIOR ASS 1" GLASS BITERS 51 SUE27 66 416829 55 55 iGLAZINGTYPES GLAZING TYPED GLAZING TYPE SMALL MISSILEIMPACT' SMALL NomREIMPAGT SMALL MIS EINFOC7 REINFORCED d NO"FINFORCFb UNITS REINPoRCEDB NON REIVFORCED UNITS REINFOflCE08 NDNi9E1NPoRDED UNITS SIGNED: 0611912018 7��q-,FL328DAIVS ```4AptnuIUAAT WinDoor DR AP DD, 7R J1BJ2 ,, J�SR:...... IN RPORAIRD PRODUCT REVISED •pomp m9 MM1M1e Flaei4n No.=14 eumm�9�pbp 8100 SERIES SMI ,*c Noa-Ro. 17-1278.07 REINFORCED & NON -REINFORCED _ B.O.M. &REINFORCED GLAZING DETAILS ¢[ptrelTan/ppte�o]ylfinozi 6TATEOF PARTS LIST CONTINUED p% �/ DRAWN: DWD ND. FN ���; ON SHEET 12 mtam Ea'd—Prvau[I Lunlro—l- TJH 0e-o0B79 D -SCALE NTS Imu 12/03/09 —11 OF 27 1/b1NTtptt NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-04641 2 TRACK AS FRAME HEAD KEYMARK ALUMINUM 6063-Tfi 2 FS-04788 2 TRACK M FRAME JAk:S XEYMARK ALUMINUM W63-TS 3 S-44119 2 TRACK NEWS SILL PAN KEIYARK ALUMINUM W53-T6 4 S-44121 2 TRACK WS SILL INSERT kEYMARK ALUMINUM 6063-T6 5 T-3P14 5 TRACK gMME HEAD NEYMARK ALUMINUM 60fi7-T6 6 7-32123 5 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 7 FS-02180 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 8 F6-01181 1 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-TB 9 S-44123 3 TRACK SILL PAN KEYMARK ALUMINUM 6053-75 10 5-94117 3 TRACK SILL INSERT KFYMARK ALUMINUM 606J-Tfi 11 FS-02071 4 TRACK FRAME HUD KEYMARK ALUMINUM 6063-TS 12 FS-02070 4 TRACK FRAME J S KDVARK ALUMINUM W63-7652 S-44118 4 TRACK SILL PAN KEYMARK ALUMINUM 8063-TS 14 S-22124 4 TRACKK SILL INSERT kEB1ARK ALUMINUM 6063-TB 15 FS-01882 FRAME HEAD INSERT XEYMARK ALUMINUM 6063-76 16 M-01883 FRAME JAMB INSERT XEYMARK ALUMINUM W63-TB 1] iH-Oi B69 TOP PNl KEYMARK ALUMINUM 6067-Tfi 18 FH-04723 BDTT09 RNL KEYMARK ALUMINUM 6D63-T6 19 FS-04766 TALL BOTTOM PAL KEYMARK ALUMINUM 6063-T6 20 PANEL WIDE NYLON 21 FNPGH- FH-01B71 LOCK STILE KEYMARK ALIININUM 6063-T6 22 FH-05044 INTERLOCK STILE KEYMARK ALUMINUM 6063-76 23 FH-04767 FEMALE BUR STILE EXT. OFFSET KEANRN ALUMINUM 6053-76 24 FH-04750 MALE BUR STILE EXT. OFFSET KEYMMK ALUMINUM fi06]-T6 25 FH-04826 FEMALE BUR S71LE INT. OFFSET KD'NARN ALUNROM 6063-T6 26 P7569AM DUST PAD 1.2N' x .5' x 2.54' FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 8063-1628 FS-04754 PAN STILE INTERLOCK KEIMARK ALUMINUM 6063-T6 FS-04755 PAN STILE INTERLOCK COVER kEWK ALUMINUM 6063-T6 30 FS-05382 INTERLOCK SNAP COVER KEYMARK ALUMINUM 6063-M 31 PS-02726 STILE JAMB INSERT KEYMARK ALUMINUM 6063-76 32 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6061-T6 33 FH-03693 1 3/4' SILL RISER KEYMARK ALUMINUM 6067-T6 34 M-03652 2 1/4' SILL RISER KEYMARK ALUMINUM W63-T6 35 M-03653 3' SILL RISER KEYMARK ALUMINUM III 36 FH-03654 3 1/2' SILL RISER KEYMARK ALULNUM 9J63-T6 37 FH-03655 F { 1/4' SILL RISERNEYMAAK ALUMINUM 6067-T6 38 F$-02173 HOOK STRIP KEYMARK ALUMINUM E06J-76 39 F8-o4476 NOOK STRIP WALL COVER NEYNARK ALUMINUM W63-TB 40 F9-04477 NOOK STRIP WALL MOUNT XEYMARK ALUMINUM 41 FH-01077 9/16' HORIZONTAL CUSS STOP KEYMARK W53-TB ALUMINUM EOfi3-T6 42 FH-01878 9/18' VERTICAL CLASS STOP KEYMARK 'ALUMINUM 6083-Tfi lqk PART$ LIST PARTS LIST CONTINUED Irmpos FROM SHEET I F Rq• ZES 70' p47E MFPWrp 0 REVISED PER NEW REQUIREMENTS 11/30/17 R.L. OPTIONAL SCREENS 57 57 72 78 50 50 " 72 76 O 57 O 57 MT SCREEN BOX SCREEN VERTICAL CROSS VERTICAL GROSS SECTION SECTION TO BEUBED WRH2TRACK TOSEUSEDWO1427RACKWS 2TRACKREMO,3TRACK AND2TMCKREFROWS AND4TR4CKFR4MESY6FEMS FRAMESYS7EMS SIGNED: 0611912018 U11n T1q 7500AMSTHIIDAND]t1VR ]nDoor otuANDo,rtJ2au R:LOyq . W78 ZNCORVOEUIED VOENSE ' �61 4�mnn4s41 waw: '• PRODUCT REVISED ^�--� p i Np, U514 •4 �_ A. nemvT me rrT1N1 Floc 8100 SERIES 5MI 00 �mn REINFORCED & NON -REINFORCED .0".. 17-1219.07 B.O.M. & .NON -REINFORCED GLAZING DETAILS 7:aplmpan pain ON31MO21 �73055"•sTATe OF Muwro Pwc Np. Re/ :�.4� .,.FLOR10�•.i 6�?` BY TJH 08-00878 D �iQQ�SS./ "'•••' �` MAvn n neap a sw[ NT$ — 12/03 09 5X0O12 OF 27 �oA�NAl A4Apx NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01879 1' HORIZONTAL GLASS STOP KEYMARK ALUMINUM 6063-T6 44 FS-01880 1' VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-T6 45 FH-02642 WOOD BUTT STILE REINFORCING BAR KEYMARK ALUMINUM 6063-16 45 FH-OW45 INTERLOCK REINFORCING BAR KEYM/RK ALUMINUM 6063-T6 47 FH-03M FEMALE BUTT STILE REINFORCING BAR KEYMMK ALUMINUM 6063-76 48 FS-02210 FRAME HUD COVER KEYMARK ALUMINUM 6063-76 49 FS-02208 SILL COVER XFWK ALUMINUM 6063-T6 50 SCREEN SPUNE 51 7PS83 9/16' GLAZING MM 'AM 52 TP1051 1' GLAZING VINYL NNYL 53 11988-soon TANDEM ROLLER 54 2468 OLOL POINT MORTISE LOCK & KEEPE 55 TP990 CLASS SERINC BLOCK 56 1P876 INTERLOCK BUMPER RUBBER 57 W333517K000D FINSUL .187 x .750 58 IV332217KOOM FINSEAL .187 x .240 59 W231417KOM FINSUL J87 x .140 60 131017 IS x 1/2' PH TEK SCREW 81 S-441l 2 TRACK INS INSERT 62 131018 1B x 3/8' PH TYPE B SS 18-8 SS 63 131004 110 x 1 1/4' TYPE F SS 64 131D20 17 x 5/8' PH TYPE A SS 1410 SS 65 131011 18 r 2' PH TEK SCREW 1410 s5 66 131009 I10 x 3/4' PH TEK SCREW 410 SS 67 LCSO6B-N5 SNAP IN SILL GATE PLASTIC 68 SIK4FAST 552 GLAZING COMPOUND SNA URETHANE 69 7-32122 5 TRACK SILL PAN KEYMARK ALUMINUM 600-TS 70 S-44120 2 TRICK NS/WS FORD SILL PAN KEYMARK ALULINUM 606J-76 71 5MI GLAZING SEE SHEETS 11 72 FH-0212T MT SCREEN TOP/BOTTOM RNL KEYMARK &ULCNUM 6063-76 73 FN-02728 NT SCREEN STILE KEYMARK ALUMINUM 608T-T6 74 F14-02729 AT SCREEN STILE W/SEAL XEYMARK ALUMINUM 600-76 75 FS-02730 VT SCREEN ASTRP041 KEYMARK ALUMINUM 6063-78 76 M-02WO BOX SCREEN TOP/BOTTOM RNL KEYMARK A'UMINUM 600-TB 77 FH-02395 BOX SCREEN STILE KEYMARK RUMINUM 6063-T6 FS-02209 BOX SCREEN SWEEP KEYMARK ALUMINUM 6063-76 79 FS-0200 BOX SCREEN ASTRAGAL KEYMARK ALUMINUM 606346 80 750D A04 TORTURE HANDLE SET 81 T-J1125 5 TRACK SILL INSERT KEYM4PK ALUMINUM 6n6]-T6 82 7P990 CU55 6PPOER NELMA ALUMINUM AW-3W0 83 18 x 3/4' PH TEK SCREW 84 110 r 3/4' PH TEN SCREW 85 FS-04791 FIXED PANEL Z-CLIP NEI ALUMINUM 6 3-T6 T REV@DNS PEv OESCRIPIbN MTE MPROVED D REVISED PEA NEW REDUIREMENTB 11/30", R.L 1 15 57 20 SEE NOTE 48 7 15 57 20 SHT. 14 SEE NOTE 48 SHT. 14 11 20 57 15 7 17 17 17 63 63 63 68 43 68 68 O F U 41 INTERIOR 41 EXTERIOR 43 63 INTERIOR 51 41 s1 EXTERIOR EXTERIOR 71 1e OR 19 71 71 16 OR 19 INTERIOR (} I 53 52 LJ 51 7� 53 O / I SEE SHEETS 7 & 7A u 51 63 33 OR 34 57 41 57 g} 35 OR 36 O3 OR 70 63 SE SHEE 7 & 33 OR 34 7A 9 E SHEET 7 & 7A 63 33 OR 34 63 37 71LLIICLONNEE 35 OR 36 35 OR 36 18 OR 19 0 ANT 4 37 37 I SILICONE SEALAM 67 SILICONE SEALANT 49 SEE NOTE 57 57 13 14 62 62 SEE N67 67 49 Ste. 10TE 57 62 SHT. 14 SECTION SE077ONA SECTION B 4 TRACK FRAME SYSTEM WITH 3' SILL RISER SHOWN, ALL SILL MSERSMAYSE USED 2 TRACK WE FRAME SYSTEM WITH 3' SILL 3 TRACK FRAME SYSTEM WON 411 RISER SHOWN, ALL SRL RISERS MAYSE USED SEED.P.TABLESHEET117SM SIGNED: 061192016 RISERSHOWN, 2TRAOKNS,27RACKWS SEE O.P. TABLE SHEETS 767A 7500AN3'lSRDAMDRIVB ORIANDO,PL32832 �'1"`1R ILOT����: :. RETROAND27RACKNSRERTOSILL6ANDALL WinDOOr �� JVS .!i. JC ENsp'•.,S SILL R/SERSMAYBE USED. SEED.P. TABLE INCORPORATED �be»wnm uw-'^a^^^^••••••• '= SHEETS 787A PRODUCT REVISED on,Pl, nn eM RI 8100 SERIES SMI emiel„y - •: - JJiiaa U514 REINFORCED & NON -REINFORCED ND o. 17-1219.07 VERTICAL CROSS SECTIONS NOTE: SEE SHEETS 20, 20A, 21. 21A, 22, 22A AND 23 FOR TYPICAL Expw9en oat alav21 DR""m' DWc REv �L •"+OR1VR+ �2: ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC eY TJH 08-OOB78 D 11 �G SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. u Miem Dun ontro Op�ONA�Ep`�� scva NTS D011 12 03/09 1 —13 OF 27 SECTION U PL41NS7ILEAT3 TRACK"B SECTION F LOCKSTILEAT2 TRACKJAMB REN90v5 IRV' 06OtIPfdl OPi[ I MPP02p 0 REMSED PER NEW REOUIREMENTS SECTION H REINFORCE"ON REINFORCED INTERLOCK STILE AT FIXED PANEL NOTES: EXTERIORHODKSTRIP 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 Z-CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84, #10 . 3/4' PH TEK SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) REM #84, #10 v 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 TEK 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 DD SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16 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 VARIOUS SUBSTTATE MATERIALS, A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. 7500AMSTFilI Umvb WinDoor ORL=O,M32R32 INCORPORATED imw�e. vw.,y1,ERm 8100 SERIES SMI Na. B26U REINFORCED & NON-REINFORCED//n� HORIZONTAL CROSS SECTIONS =T -fltfd7K'^: JH 1 08-00873 OF 27 SECTION C S TRAOKFRAME SYSTEM WITH3" SILL RISER SHOWN, ALL SLL RISERSMAYSE USEO SEE D.P. TABLE SHEETS 7 d 7A NOTE: SEE SHEETS 20, 2CA. 21, 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS, A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM, SECTION E LOC(S71LEATSTR40KJAMS RMSIM P , DESCRIp . 04C MRRO cW 0 REVISED PER NEW REOUIREMENTS 11/30/17 R.L 75oo AacstERDAMDwva ,0'.N R. LO �I11�OOY DRurmo,Tz3xe3x � J�S:....,I 3NCORPORATPE 8100 SERIES SMI Z N.. M14 REINFORCED & NON -REINFORCED HORIZONTAL AND VERTICAL CROSS SECTIONS 5T �:a SECTION J REINFORCED INTERIORFLXED BUTTSTILE TO LOCKSTILE SEE REIN. NOTE SHT. 15 LIE SEE RIN. NOTE SHT. 15 EXTERIOR SECTION L. REINFORCED INI ERLOCK SULETO REINFORCED INTERLOCKSTILE 45 66 SHT. 15 E SEE NOTEIl LYA/l'ijL�J trJ REIN. SHT. 15 EXTERIOR E SECTION REINFORCED EXTERIOR FIXED BUTT SRLETO PLAIN STILE uw I prsrnlvrlEx I ws I RENSEO PER NEW REOIIIREMENTS 11/30/17 R.L. EXTERIOR =C IIVNV HEAD tg SEE NOTE R. 14 45 66 SHT. V" REINFORCED INTERIOR SEE REIN. NOT FLXEDBUTTSTILETO PIAINSTILE 49 SHT. 15 St 26 32 58 HEAD 48 SEE NOTE �7� 7600ANSTBRDAMDR]VB WinDoox RIL01II'o SHT. 14 REVISED PRODUCT REVISED PRODUCT ORLANDO.M32812 '°"`1p'"O"0p N—O.ff `x1x"11 .� J\$...........i/q ' •'•., SECTION K SILL 49 Ploatln Bunamg INCORPORATED v+w.¢i4d44daemm _ i •. LOCKSTILE TO REINFORCED EXTERIOR FIXED BUTTSTXE CCeeaa NO".. 17-1219.07 8100 SERIES SMI - N.. U614�(/f REINFORCING BAR NOTE: E:mI IT 041 031912021 REINFORCED & NON -REINFORCED Jjy ITEM #46• INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM #66. ITEM #47. FEMALE HORIZONTAL CROSS SECTIONS �0�•. BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH ay/_/r4a_ CI twm R n mr4 Ex4wx: ow4 uo nn BUIE Dc ITEM 1J65. ITEM #45. 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE 08-00878 TJH D �0•`'..:2o...... S � BUTT STILE OFFSET WITH REM #66. ALL SCREWS ARE SPACED 8" FROM TOP AND BOT70M OF STILES AND � "'ISi�i NAL,G;` ONE AT MIDSPAN. --15 OF 27 sutc NTS -E 12/03/09 SECTION P NON -REINFORCED INTERIORFIXTED BUTT STILE TO LOCK STILE SECTION O LOCKSTILE TO NON -REINFORCED EXTERIOR FIXEO BUTFSTILE SECTION fl NO*REINFORCED INTERLOCK STILE 70 NOI LREINFORCED INTERLOCK STILE 45 Q 6 SEE REIN, NOTE SHT. 15 EXTERIOR SECTION S NON.REINFORCED EXTERIOR FIXED BUR 6T ILE TD PLAIN STILE ERpimtlon RmwY �'—REY� oEScbPRS1 WIC RFTRO.£P I I M. I RENSED PER REW REOVIREMWS 11/JD/17 R.L 1 SECTION EXTERIOR NONLREINFORCED MALE BUR STILE TO NON -REINFORCED LOCKING BUFTSRIE 25 26 SEE NOTT.5B3 32 21 41 ��j� 73M AMSLBRDAN DKI WinDoor ORLANDO, FL 32M 3NCOAPORATRD 8100 SERIES SMI REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS PENMNS REV OESG:VF'JN MlE A°iFWEO 0 RDASED PER NEW REOUIREMEMS 11/W/17 R.L. ] 15 57 20 SEE NOTE 48 71 20 57 15 SHT. 14 17 63 17 43 66 63 68 EXTERIOR 43 O 0jwl a1 63 INTERIOR EXTERIOR ° INTERIOR 18 OR 19 71 41 71 53 I(� O 'LJ 51 OR 52 lJ LJ� 51 5 3 63 63 57 SEE SHEETS 7 & 7A 63 9 33 OR 34 35 OR 38 i6 OR 19 O SEE SHEETS 7 &'7A 34 OR 33 10 37 36 OR 35 37 I I SILICONE SILICONE SEALANT SEALANT 67 49 SEE NOTE57 57 13 14 62 67 62 SHT• SECTION BB SECT70NAA 9TRACKFR4AIE SYS7EA1 4 TMCKMWE SYSTEM SEE D.P. TABLE SHEETS 767A SIGNED: BB%92B1 B SEED.R TABLESHEETS lA M T3011ANDOM3MU' WinDoor DBIAND0,PL32B32 51(y. LO,TT�]:' , ,,..........nq •`1GEH8p '.y@ i I RPORATSP 1�aw+m' m aaswlvdnodmsem `` �,: PRODUCT REVISED e eomplm is mo Pbtld. 8100 SERIES LMI 9ul..... �Fd' REINFORCED & NON —REINFORCED NOMNa 17-1219.07 VERTICAL CROSS SECTIONS _ + Np. R314 _ _ rSTAT6 Eapim9on pa OMIMO21 RD, — •.,, ml.m nPmavct eem.o srAr: NTS w'E 12 03/09 T U17 OF 27 RE ONS Pfl• D[SCPIPTON Wl[ MVPD2D SEE NOTE SEE NOTE D RE0ISED PER MM REQUIREMENTS 11/30/17 R.L. SHT. 15 SHT. 14 8IE 27 47 65 26 83 64 2 SEE SHT. 14 NOTEJEXTERIOR 64 . 21 44 5TERIOR59 27 SEE NOTE 71 25 45 fibJHEID SHT. 14 65 92 51 71 SECTION EE 84 INTERIOR PLAIN S7ftEAT 3 7fl4CKJAMB 32 64 INTERIOR eo 59 12 EXTERIOR 71 54 57 64 64 32 SECTION Z FIXED PANEL Ai 0 7g40X JAMB 52 44 21 57 EXTERIOR 27 SIGNED: 00119/2018 76D0ANb FLAMOAIVB WinDoor ``&RAPq� 7 -gyq ,, ONANDO,PL32632 ra. wuum ,Asa: �.:' JBF '•;S INCORPORATAD p.�m�evse .,,a..:... _ .` _.m 84 PRODUCT REVISED WM 0. Rod" 8100 SERIES SMI — No. 6014 NoA o. 17-1219.07 REINFORCED & NON —REINFORCED — HORIZONTAL CROSS SECTIONS ='0 — EAphatlon Do OT31M031 ��'� F 9TATEDF 4(/� SEE No7E 48 HEAD SECTION Dr DpnvM: OwO W. PEy •"•••••• ShT. 14 49 SILL LOCKSTO.EATSTBACKJAMB Nnrn eo Pnaucl eomm TJH - OB-00878 D%S6 O swr: NTS — 12 03 09 —15 OF 27 P ISMNS . M DESCPPIIM tWx MPR(NFD D REVISED PER NEW PEOUIREMENT6 11/30/i7 R.L. SEE NOTE 4B SHT. 14 5 20 57 15 I 6 64 7 63 59 68 41 ^ ^ UI`fl 41 O 27 SEE NOTE B5 SHT. 14 42 51 71 INTERIOR 8q INTERIOR EXTERIOR 0 � I® � Ll 51 59 53 EXTERIOR 7 5 63 63 SEE SHEETS 7 & 7A 64 34 OR 33 18 OR 19 36 OR 35 37 SILICONE SEALANT 49 SEE NOTE 57 57 69 81 62 SECTIONZ 67 SHT. 14 SECTION SS FLYED PANEL A T 5 TRACK JAMB STRACKFRAMESYSTEM SIGNED: 06119120181 SEE O.P. TABLESHEM7& 7A RINE W117Door ORIANDOM321132 `.`JCSft....., '•.. O4CORPORATRD":-ycENse PRODUCT REVISED 8100 SERIES SMI ND.US14 eompi 4�n9 vPitn tND plonan REINFORCED & NON -REINFORCED Dumm�e nDA-No. 17-1219.07 HORIZONTAL AND VERTICAL CROSS SECTIONS 5T '•D = 'p� = EPplmODn DDI 0301=21 pR+WN: ow M. Pfv TJH 08-00878 D ��� ,'C.P• .............�%S`S ap u minm Pmaua cenery sniE NTS — 12 03/09 �t'ieA OF 27 pl4nlml"`" SEE NOTE SHT. 14 INTERIOR EXTERIOR SECTION DO NON REINFORCED FIXED PANEL TO FIXED PANEL AND INTERLOCK pM9IX�T PEV DiXMP11QY M2 APfRNED D I REVISED PER NEW REWIREMENTS 11/30/17 IR.L SEE REIN. NOTE SHT. IS INTERIOR EXTERIOR SECTION CC SEE NOTE 48 HEAD REINFORCED FIXED PANEL SHT. 14 49 SILL TO FIXED PANEL INTERLOCK WinDoor TDAMURDAMDREU ORLANDO,M32832 3NOORPORATFM 1y,mulow aroacivdemlac® 8100 SERIES SMI REINFORCED & NON —REINFORCED HORIZONTAL CROSS SECTIONS JH 08-00878 x NTS Imu 12/03/09 s�O 19 OF RM90M I� 2 1/2" MIN. 2 3/8" MIN. EDGE DIST. SEPARATION MASONRY/CONCRETE BY OTHERS Rev REscRiRnau 0 REMSED PER NEW REQUIREMENTS 1 1X BUCK BY OTHERS. I] 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) p 4 1 1/4" MIN. 4 EMBEDMENT 7 7/4" MIN. 1/4° MAX. —rI EMBEDMENT SHIM �1. 1/4° ELCO BACKER ROD AND APPROVED SEALANT BY OTHERS Ij�V1� 1/4°MA%. SHIM 1/4" ELCO CRETE—FLEX S54 CRETE—FSS4 SEE NUMBER OF ANCHORS p REQUIRED AT JAMBS PER TABLE SHEETS B & 9 2 3/e" MIN. SEPARATION INTERIOR EXTERIOF MlE NPROVEa R.L. EXTERIOR INTERIOR 2 1/LN `FASTENER HEADS EDGA TO BE COVERED WITH APPROVED Q I SEALANT 1X BUCK BY OTHERS, BACKER ROD AND IN BUCK TO BE APPROVED SEALANT PROPERLY SECURED BY OTHERS (SEE NOTE 2 SHT. 1) 1/4° ELCD 2 TRACK FRAMEJAMBINSTALLATION CREIE—FLEX SS4 FASTENER HEADS TO BE COVERED IXBUGKTO MASONgY/CONORETE INSTALIATK)N WITH APPROVED NOTE; SEALANT CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. SILL TO BE SET ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS. IN BED OF APPROVED SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. SEALANT OR NON —SHRINK GROUT �— 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK, 4 TRACK & 1 1 1/4° MIN. 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE EMBEDMENT USED, SEE D.P. TABLES SHEETS 7 & 7A. SIGNED: OB MASONRY/CONCRETE p P p --t 750OAMSTMAMDRIVH WinDoor 3n32 111, `00%1ILO $ ! �0yJ�'ycENSF' BY OTHERS ORUNDO�FL es..maaaw 19CORPORATRD >�aa,a ..,.. aw,viadavdo<mm 2 1/2" MIN. 2 3/16" MIN. PRODUCT REVISED 8100 SERIES SMI ] N., 02614 EDGE DIST. SEPARATION mP In with m. Flenaa e�ming�.ea REINFORCED & NON —REINFORCED =* NO". 17-1219.07 INSTALLATION DETAILS ^'O P 2 TRACKFRAME VERTICAL INSTALLATION s.a1°alma Daro o31s1/zazl DT owa Rry ' s1AreoF MASONgYA70NCgE7E lN6iALUTiON By ���" TJH OB—OOB78 2 1/2" MIN. 4 3/4" SEPARATION EDGE DIST. 1X BUCK BY OTHERS. ' 1X BUCK TO BE D 4 PROPERLY SECURED (SEE NOTE 2 BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR — 4 3/4" SEPARATION MASONRY/CONCRETE BY OTHERS D 4 D D 4 1 1/4° MIN. 4 C EMBEDMENT 1 1/4" MIN. EMBEDMENT . 1/4—•MAX 1 SEE NUMBERP DF ANCHORS REOU AT JAMBS SHIM PER TABLE SHEETS 8 & 9 1/a` ELCO I CRETE—FLEX SSX SS4 II✓`L"m...J'VI SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT o v v v. MASONRY/CONCRETE v c •° ° BY OTHERS 2 //2" MIN. 4 13/18" SEPARATION 4 15/3,2 EDGE DIST. SEPARATION 5 TRACK FRAME VERTICAL INSTALLATION MASONRYACONCRI INSTALLAHON 1/4" ELCO CRETE—FLEX SS4 4 3/4" SEPARATION INTERIOR v RNW. .=RAC w N'([ IfPRWED DEVISED PER N�eI1V 11/30/17 P.L. IIPEOUIpEMENTS 1/WAX. SHIM 4. 4 4 3/4" SEPARATION 4 d FASTENER HEADS TO BE COVERED ° WITH APPROVED SEALANT 2 1/2" MIN. EDCE DIST. cd 1/4" ELCO CRETE—FLEX SS4 I I I ` FASTENER HEADS 1 TO BE COVERED ° WITH APPROVED SEALANT 1 INTERIOR EXTERIOR 1X BUCK BY OTHERS, _ 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 75WAMSTMAMDPIVS TinDoor OREANDO,PL32R32 :2 PORATAD em�mmaw Rm lTM4R0 vavwindDomcmm pp'•_. -."/L� .JCS JR, LO�.,, �•. `VDERgF •.,S _� •• . bR514 •' — 8100 SERIES SMI REINFORCED & NON —REINFORCED* INSTALLATION DETAILS A�T1 �NAlE`�3X` DWT. N0. REVRORTDI•.::'\ NTS IIATE 12/03/09 Js L120A OF 27 E I" MIN. 4 3/4' SEPARATION REN9 DOUBLE 2X OD EDGE DIST. REV cEsa+IFnon wrz AVPRw10 D RMSED PER HEW REOUIREMENTS 11/30/17 R.L. B FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY 1 5/B" MIN. SECURED (SEE NOTE 2 SHT. 1) EMBEDMENT 1. 5/8" MIN1/4" MAX. EMBEDMENT SHIM DOUBLE 2X BUCK/WOOD 1/4" MAX. FRAMING BY OTHERS, 2X 14 WOOD SCREW SHIM BUCK TO BE PROPERLY BACKER RSOD AND SECURED APPROVED EALANT (SEE NOTE 2 SHT. 1) BY OTHERS #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 4 3/4" SEPARATION INTERIOR EXTERIOR INTERIOR 1" MIN. EDGE DIST. EXTERIOR SEE NUMBER OF ANCHORS 3 TRACKRMMEJAMB INSTALLATION REQUIRED AT JAMBS 2gEUCWWO0DFR4MEINS7ALIA77ON, PER TABLE SHEETS 8 & 9 #14 WOOD SCREW NOTE: FASTENER HEADS 2X BUCKWOOD FRAME SUBSTRATE INSTALLATION FOR 3 SILL TO BE SET BE COVERED TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 4 WITH IN BED OF APPROVED WITH APPROVED TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEALANT OR SEALANT SEPARATION. NON —SHRINK GROUT 3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK �— & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE DOUBLE 2X BUCK/WOOD USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: 06/192018 FRAMING BY OTHERS, 2X 1 5/8' MIN. 750DAA671MDAMDRWH `ppUlu ullpT ' BUCK TO BE PROPERLY EMBEDMENT WinDOOr ORLLNDO, EL 32832 �� JV5 R;L0ECU,}�, (SEE NOTE 2SSHTRE) INCORPORATED ,,�,""^"'� "^' E"E"••'•6' tinro w.madeo�rvm PRODUCT REVISED 8100 SERIES SMI n Na 82514 rompl In rnn eno slonm REINFORCED & NON -REINFORCED -*I 1' MIN. 4 9/16" SEPARATION No".. 17-1219.07 INSTALLATION DETAILS p'. EDGE DIST. TA7E OF F�ryholbn oRly.aaro�lrzozl_ owme owe NO. xEv :,'I�'. AtOmD� •`G=: 3TRACKFRAME VERTICAL INSTALLATION ey / TJH 08-00878 D �'.,S...... xSUCKM/OOO FRAME INSTALLATION Mlmn Pro uc1 o+Rro srxE NTS — 12/03/09 —21 OF 27 T�:11111111++ 1" MIN. 4 3/4" SEPARATION 4 3/4" SEPARATION EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED g (SEE NOTE 2 SHT, t) BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SE7 IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT OUBLE 2X BUCK/WOOD RAMING BY OTHERS, 2X UCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1" MIN. EDGE DIST. EXTERIOR 4 13/18" SEPARATION4 15/32" — 5 TRACKFRAME VERTICAL INSTALLATION &SUCKffOODFRAMEINSTA" iON 1 5/8' MIN. EMBEDMENT 1 5/8" MIN. EMBEDMENT 1/4' MAX. SHIM - #14 WOOD SCREW INTERIOR 4 y/4• SEPARATION DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) RM90N5 OcscRiRnaN wrt iwoawao RENSED PER NEW REQUIREMENTS 11/30/17 R.L. E� 1,4 " MAX. r SHIM Ft— R Z- #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR SEE NUMBER ANCHORS 4 3/4" JAMBS REQUIRED AT JAMBS SEPARATION f PER TABLE SHEETS 8 & 9 FASTENER HEADS EXTERIOR TO BE COVERED WITH APPROVED BACKER ROD AND SEALANT APPROVED SEALANT BY OTHERS MIN. -� EDGE E GIST. QL� 1 5/8" MIN. EMBEDMENT 5 TRACKFRAMEJAMS INSTALLATION 2KBUCKAYOOD FRAME INSTALLATION, 7500AbAM:DRIVli WinDoor DALANDODO, FLPT.32932 Yr A01446 WtWJ••^ REVISED uo nenm 8100 SMI pwNN REINFORCED & NONSREINFORCED 17-1219.07 INSTALLATION DETAILS I" MIN. EDGE DIST. DOUBLE 2X BACKED 20GA STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT DOUBLE 2X BACKED 20GX STEEL FRAMING BY OTHERS (SEE NOTE 2 SIR. 1) 7 1/8' SEPARATION INTERIOR 1" MIN. ,� I 6 15/16" SEPARATION EDGE DIST. T 4 TRACK FRAME VERTICAL INSTALLATION WOOD 94CKED200A. STEEL. STI/D INSTALIARON RMp D[scR m wrz I la.mv REVISED PER NEW REOUIREMEWS 11/30/17 JR.L. 1 5/8" MIN. EMBEDMENT 1 5/8' MIN. i 1/4. MAX EMBEDMENT SHIM DOUBLE BACKED 200A. STEELEL FRAMING 814 WOOD SCREW BY OTHERS 1/4" MAX. (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS SHIM REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED #14 WOOD SCREW WITH APPROVED SEALANT INTERIOR 7 1/8- SEPARATION Q Q EXTERIOR BACKER ROD AND APPROVED SEAT 1" /IN, BY OTHERS EDGE DIST. �— 4 TRACK FRAME✓AMS INSTALLATION WOOD SADKED2004. STIES. STMOINSTAUJITION FASTENER HEADS NOTE: TO BE COVERED WOOD BACKED 20 GA STEEL STUD SUBSTRATE INSTALLATION WRH APPROVED FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND SEALANT 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 1 5/8. USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: OS/T9M01 MIN. EMBED WinDoor NeNDO.FL'IS" .R1r.... ..,,, INCORPORATED weru� mmmefndoomccom : �':"UDENsp�'•W_tP PRODUCT REMISED 8100 SERIES SMI : • Nw GJSN RI In NM1 MO FIoaaa REINFORCED & NON -REINFORCED Building INSTALLATION DETAILS ROLNg. 17-7279.07 STATE OF 4/ e.pl atbv Oepppp����]7]AR021 TJ7 Ddc N0. PT''. FlOR.DH TJH 08-00878 D �' F •"' '•• �••''� Ni aov Lwnwl w,c NTS °OE 12/03 09 —022 OF 27 ,����NAIp""�� EDGE DIST. ISLE 2X BACKED STEEL FRAMING BY OTHERS NOTE 2 SHT. 1) 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 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) 1' MIN. EDGE DIST. 4 3/4" SEPARATION EXTERIOR 4 3/4' SEPARATION 1 5/8' MIN. EMBEDMENT 1 5/8' MIN. �l DOUBLE 2% BACKED EMBEDMENT 20GA STEEL FRAMING 1/4• MAX BY OTHERS SHIM (SEE NOTE 2 SHT. 1) #14 WOOD SCREW INTERIOR 4 3/4" SEPARATION D[saxFnOv wrz APPRMO REVISED PER NEW REQUIREMENTS 11/30/17 101. 1/4' MAX. SHIM #14 WOOD SCREW SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR 4 3/4` SEPARATON FASTENER HEADS TO BE COVERED EXTERIOR WITH APPROVED SEALANT BACKER ROD AND APPROVED SEALANT 1' MIN. BY OTHERS EDGE DIST 1 MIN. 5 TRACK FRAMEJAMS INSTALLATION N. EMBED WOOD 61CKE0200A. STEEL b7VO INSTALLATION SIGNED: 061192018 4 13/16" SEPARATION --� 4 15/32' SEPARATION ��T� T5MANSTIRDAMORNB 1`ppPUN1y,I' WinDoor ORTANDO.PL3M2 \S R...p 5 TRACKFRAME VERTICAL INSTALLATION TtacoRPonarr� WOODBACKED YO GA. STEEL STUO INSTALLATION i PRODUCT REVISED - Na W14 ' In IN the FIoH4e 8100 SERIES SMI enoaine �o� REINFORCED & NON -REINFORCED KOAaTo. 77�1278.07 INSTALLATION DETAILS b i J. ir_ INTERIOR RCV9016 DEW.. REVISED PER NEW REQUIREMENTS 1 5/8" MIN. 1/4' MAX. 1 5/8" MIN. 1/4' MAX. 1/4' MAX. EMBEDMENT SHIM EMBEDMENT SHIM SHIM DOUBLE 2% BUCK/WOOD 1/4' ELCO 1' MIN, FRAMING BY OTHERS, 2X I" MIN. CRETE-FLEX EDGE DIST. BUCK TO BE PROPERLY EDGE DIST. SS4 SECURED (SEE NOTE 2 SHf. i) 1X BUCK BY K TO BE OTHERS, 1X BUD PROPERLY SECURED (SEE NOTE 2 SHT. 1) 114 WOOD SCREW #14 WOOD SCREW DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) EXTERIOR cnlc"lun cnlcnwn POCKET HOOK STRIP POCKEiHOOK STRIP POCKET HOOKSTRIP WWD BAGKED20 DA. STEEL STUD INSTALLATION 2KBUCW HOOD FRAMEINSTALLATION MASONRYXCNCRETE INSTALLATION WinDoor7300 OALA `DOS�,PL 2832 INCOR ORATBT) B100 SERIES SMI REINFORCED & NON -REINFORCED INSTALLATION DETAILS \WN: m N4 REV iN 08-00878 D NTS " 12/03/09 � 23 OF 27 DM I A^PROIED 1 1/4" MIN. EMBEDMENT C I2 1/4" MIN. EDGE DIST. BTATEDF 1 1/4" 57/64' O 2 TRACK WS 2 FRAMEJAMB ALUMINUM 60 76.076'MICK '0 3TRACKFRAME JAMB ALUMINUM 606T-T6.075' THICK 6 31/32- 1 3� F L 07 3 TRACK FRAME HEAD ALUMINUM60 V.075'THICK 6 9/1fi' 3/4' I jli O 2 TRACK NSAVS SILL PAN ALUMINUM60 46.OTJ'THICK T_ I 7 3/4" pli � 01 2 TRACK WS FRAME HEAD ALUMINUA460M.M.075' THICK 5 51/64" 9/16- 61/64" Oq 2 TRACK WS SILL INSERT -F ALUMINUM 6,2.T6.075' THICK 7 15/32' 3/4' 1 1/2• 11/i6' I 99 3 TRACK SILL PAN ALUMINUM 6064T6.07STHICK 6 45/64' 13/16. 61/64" _T 10 3 TRACKSILL INSERT4 5 51/64' 9/1 61/64' 81 2 TRACKNS SILL INSERT -� AWMINUM 6063ST6.075' THICK IE REMSED p6CPipfAV MR NflNED 1EW REOUIREMENTS 11/30/17 JILL 70 2 TRACK WS RETRC SILL PAN ALUMINUM6060-T6.o 9THKM 7600AND0FL3Z83 3! WinDoor ORLNDIDO, PL 32632 3C0RP0MT7ED l .41. weavlvdp 6100 SERIES SMI REINFORCED & NON —REINFORCED COMPONENTS JH 1 1/4" 9 Fr 1 3T/A- r F q _ L 9 11/64" L� 5 1 11/64" 45/64"IT—II 32 PA INI EL STILE JMBWSERT ALUMINUM 606346.013'TH1CK 11 4 AD TRACKFRAME HE27/32' ALUMINUM606&T6.AD 9 27/32" 3 kBEI 15 FRAh1E HEAD INSERT L (� j� I� �����`1'���I��� AWMINUM6083-T6.060'THK:K 4 1 /ff u' /2" � TL'2 23/64` I 1 45/64`F 13 4 TRACK SILL PAN T ALUMINUM6063-T6.075' THICK 27 BUMPER 9 s/fia' JAMB INS ALUMNUM 6060-T6.060' THICK 12 4 61/6 TRACKFRAMEJAMB —_ 4" ALUMINUM6060-M 075'THICK 1 T14 gTRACKSILL fNSERT AWMINUM606}TB. T& 3/16" f 1 39/64" _ _=71 3 1/2" IF NTERLOCK SNAP COVER ALUMINUM6060-T6.051']HICK 2L�T 1 35/64. 26 PLAIN STILE 4o HOOK STRIP INTERLOCK ALUMINUM606T-T6.075-THICK WALL MOUNT ALUMINUM 6068T6.07S THICK �{-- 2 23/32 41/2" I L 31 /32" .831" k9/l6" T_ 38 HOOK STRIP _T -_9 HOOK STRIP ALUMINUM6D68-T6..0V ICK WALL ER -Tv. ALUMNUM 6063-76.075'THICK 2' 19 TALL BOTTOM RAIL ALUMINUM 6060-T6.="THICK 24 MALE BUTTSTILE EXT.OFFSET ALUMINUM6060-T6.060'THICK Rf\SOK I¢v oaCwmoH art /.WRP2p D IREVSEDPERNMRCOUIREMENI6 ll/30/17 IR.L. 4 5/8" --{ 1 9/16' r 3 7/2" Y3 FEMALE BUTT STILE EXT. OFFSET ALUMINUM 6060-T6.060'THICK 8" 4 1 (5 TOP RAIL ALUMINUM 6066-T6.060-THICK I.� 4 13/84" I 1/84" 3 29/32" O FEMALEBUTT STILE 78 BOTTOM RAIL 25 ALUMINUMBOOT 6T-76.066'THICK INT. OFFSET ALUMINUM 6063-T6.060' T HICK WinDoor oxc roO.FLAAiAII j�sR:LO INCORPORATED rv.�w>mm mammmdmdacmm `� y; JCEN66 8100 SERIES SMI _ Nm U514 REINFORCED & NON -REINFORCED =*t COMPONENTS "a %po ', smT6 of 3 1/2- 1 3/4' II II 2 5/16" z2 INTERLOCK STILE ALUMINUM 6000.060'THICK {-- 3 1/2.- =74 1' 21 LOCKSTILE ALUMINUM 606}M.060'THIrK 2 47/64° QL2 64° 47 FEMALE BUTT STILE REINFORCING BAR ALUMWUM 6006•T5.12STH/CK -- 2 11/32- i- 1/4' 11�64° 11/64' 1 { 1 29/32" F -- 1 3/4' f- T-P 23/32' L 73 MT SCREEN STILE ALUMINUM 606}T6.060'THICK 1 39 3" 1 72 MT SCREEN TOPBOTTOM RAIL ALUMINUM 6063-T6.060'THICK 1 1 3/4- 2 1L - 2 5/64" �-- (8 MTSCREEN STILE MEAL ALUMINUM 6066-T6.060T MCK /64" 1 5/8- t' i-- 19/32- 1 1 g19/16' HORIZONTAL GLASS STOP ALUMINUM GM-TB.WO'THICK 76 BOX SCREEN TOP/BOTTOM RAIL ALUMINUM 6066 mX2'THICK �--� 1 9/64" 2 19L Ln - 73 BOX SCREEN STILE ALUMINUM 6083•T6.062' THICK Lf-- F 1 31/64- 1 3/3Y 7 BOSSXSCREEN ASTRAGAL ALUMINUM 6068d6.060L'�7HICK 1 1 1 23/32' 3 8 1 37/64" VTERLOCK 45 6000 BUTT STILE FORCING BAR REINFORCING BAR M600ST5.168'THXK rrAL1/2' UMZzINUM6061-M.676'THICK // 0. M.. 6x 6% O O PRODUC' L eum-Wm0 n9.9 4i NO"- 23/64- r 2' 2- 1" Fiou.uuni (E)FIXED PANEL Z-CLIP 6T_f O76AWM. O'THICK Mium e, 1 21/32- TL1 I 1/ J qq V VERTICAL GLASS STOP ALUMINUMW0 T6] THIG! 7/3:o.�" � _ f- 111 43 !"HORIZONTAL GLASS STOP ALUMINUM 6066-W6 THICK 1 21/32" 1 7/16° v6° T 7 4Y 9/16'VERTICAL GLASS STOP ALUMINUM606646.070'TNICK ---1- 1 9/64' 1�k==4 1 T 1/4.7 78 BOX SCREEN SWEEP ALUMINUM 6063-T6.D60'THICK olzcMM4 REVISED PER NEW RECUIREMENTS L_[ --I- 13/15' .424" E✓y�S� T i 1 47/64- 33 13/4"SILL RISER ALUMINUMOW-T6.060'THICK �.--{- 13/16" 2 63/64- 35 3'SILL RISL ALUMINUM 6063•T6.060' THICK F.--F 13/16. 2.BL 4 75/64' ul 37 ALUMINUM SILL .00-T ALUMINUM 606J-76.060-THICK WE I MFmJILL L� } 13/16' .64° 2 75/64' 3a 21/4'SILLflSE ALUMIIVUM6069-T6.060'TMICK �.-+ 13/16' 2._F L3 31/64- 36 312'SILL RISER ALUMINUM6 -T6.MV THICK 29/64- 11t/fia' I 1 15/ T MT SCREEN ASTRAGAL ALUMWUM 606348.060' THICK L1.JUU1 ORLOW, FL 32632 BF POLLA2l3D 1e,� wacaiodoodm.� =� �•V 8100 SERIES SMI REINFORCED & NON-REINFORCED %n'Nu. u/ -*n��V"i COMPONENTS ='D' X. OaO X0. qy 'p0''• STATE OF 4�5:!zompp 08-00878 D 0"'E 12/03/09 �26 OF 27 1 1/4 11 35/64- O S TRACKFRAME JAMB ALUMINUM6063-T6.076'THICK 23/32' T_— _rF� n �11 1 'I TM � (D5 TRACK FRAME HE40 ALUMINUM 6063-T6.075-THICK 12 7/32° 41/64- 61/64- 69 $TRACK SILL PAN ALUMINUM6063-T6.IPS'THICK 11 29/64' O 5 TRACKSILL INSERT 81 ALUMINUM6060-T6.18 THICK Rry ocscwrnal un r Wr D 0 1 RE015ED PER NEW REOWREMEMS 1 11/30/17 1 R.L. ' 53/64- 750DAMSPPSDAMDRDB )OOY oB[AD D0,T232R3z IRAiP.D MemYLPO Lm MMI➢ID 6a4.�dt1[ 8100 SERIES SMI REINFORCED & NON —REINFORCED COMPONENTS Ava xa 08-00878 oac 12 03 09 --27 OF 27 SCANNED BY ST. NOTES: St. Lucie County 7. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO 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 PUBUSHED 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 WITH 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, B. 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 E1300-04/09, SEE SHEET 5 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. APR 19 2019 Lucie County, Permitting REMSIONS qEV DESCRIPTION MTE APPRGYEO D REVISED PER NEW REQUIREMENTS 12/D6/17 R.L. 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 EMS OR SELF DRILLING SCREWS 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 0-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .053" THICK MINIMUM CORNER CONSTRUCTION AND WEEP HOLES NOTES: STANDARD FRAME CORNER CONSTRUCTION: FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS USING (2) #10 X 1 1/4" PH SO DRIVE BE SCREWS. ADA FRAME CORNER CONSTRUCTION: FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS USING (2) #10 X 1 1/4" PH SO DRIVE SS SCREWS. PANEL CORNER CONSTRUCTION: PANEL FRAME CORNERS ARE OF BUTTED CONSTRUCTION. ACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1" LEAD POINT SCREWS AT SCREW BOSSES. INACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1" LEAD POINT SCREWS AND #10 X 3/4" LEAD POINT SCREWS AT SCREW BOSSES. #10 SCREWS ARE USED IN SCREW BOSSES WHERE REINFORCEMENT IS PRESENT. WEEP HOLES: (2) 9/32" X 1" WEEP HOLES WITH PLASTIC COVERS ARE LOCATED 3" FROM SILL ENDS. TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 1 NOTES 2 — 4 ELEVATIONS 5 — 7 CROSS SECTIONS GLAZING DETAILS AND B.O.M. 8 - 10 INSTALLATION DETAILS 11 — 12 1 COMPONENTS 7500AA%'rEMAMDAIVE WinDoor OALA=O, FL 32832 R.L. SIGNED: 12/062017 SERIES 9050 TERRACE OUTSWING = *• DOUBLE DOOR — IMPACT — HVHZ NOTES �97 NTS i— 06/06/12 1s"uI OF 15 Luis R. Lomas P.E. FL No.: 62514 76' MAX FRAME WIDTH - 35 7/8" PANEL WIDTH 26" DLO 108 D 119 5/16" PANEL HEIGHT 120" MAX FRAME HEIGHT / 0 o � B H, 1 I CLUSTER ANCHORS SEE CHART #4 SHEET 3 FOR REQUIRED NUMBER OF ANCHORS I 1 " MAX -F-T 18" MAX O.0 6" MAX 6" MAX I� ' � CLUSTER ANCHORS SEE CHART #4 18 3/4" MA% -� �-. .I SHEET 3 FOR REQUIRED NUMBER OF ANCHORS 3 3/4" MAX TYP 6 3/4" MAX TYP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXTERIOR WEW WITH ADA SILL DESIGNPRESSURERATING IMPACTRA77NG +30.01-70.OPSF *70.OPSF LARGEAND SMALL MISSILE WHEREWATER WHEREWATER INRLTRATTON /NF)LTRATION IMPACT ISNEEDED ISNOTNEEDEO MISS1lELEVEL O, W/NDZONE4AN0 H" REFERTO CHARTS P 1 ANDA'R, FDROTHERS12ES RENSIONS REV DESCRIPTION DATE I APPROVED p RPOSED PER NEW REQUIREMENTS 12/06/17 R.L. rHAPTY Maximum deelgn pre re capado, chart Fame YNBM (N)i Rene HeIpM(N) 48'0 90A mo no Pos N� Pos Neg Pos Neg Pos Neg no noK.3 w.0 90.0 30.0 w0 BAO wx w.o BOA 30.0 wA BOA 300 30.0 90.0 30.0 90A 99A 300 30.0 w.0 30.0 w.0 fo2O Ww.o 30.0 w.0 BBA 30.0 2 iM0 300 30.0 Us 30.0 79.4 HAO W.3a030. 0. 4.4 12" 30.0 300 -1 30.0 ]00 WHY1ft WNIGfYGNClIV111Vry NGJIOIRrvVC ISfIC1IUlI1CV. Maximum nest n pressure wpac/ chart RM N1E111(Ct Rdllle �IoH(M) IBA 90.0 7Z0 76.0 Pos Neg Pos N� Pos Pos Neg ]9A BOA w.0 90.0 w.0 w. B00 B4D A .0 90.0 90,0 90.0 0. )O gas 'wo OD soo BOA no Bo.O Bo.O B0.0 eo.o w.o Boa wA w.a w.o 90.0 90.o eo.a s. w.o wo 90.0 i0fl0 .0 w.o U0.0 B0.0 82.9 108.0 I 90.0 80.0 82.8 82.8 ]8.4 79A 78.4 iiAo wA so0 waA 80.0 00.0 A.] ]]] 4.6 ]44 120.0 wA w.0 08.3 BS3 73.2 73.2 70A 70.0 SIGNED., 12/OdMI7 75DOAMSTERDAMnAIVE WinDoor ORLANDO, FL 32892 INCORPORATED ==- mm sdgod . SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ ADA SILL ELEVATION Aft owc NO, REV L. 08-01632 D NTS 1)F` 06/06/12 s--2 OF 15 ']Ill lllpl�' LRD6EATOL0MA9flE LUIs R. Lomas P.E. 14991#00DADRDRDU£W/SKLL&TNCAVa23 FL NA.: 62514 76"MAX FRAME WIDTH - 35 7/8" PANEL WIDTH L-- I-- 26" DLO 119 5/16" PANEL HEIGHT 120" MAX FRAME HEIGHT / / 1/4" _0 / B 1 11 FA CLUSTER ANCHORS SEE CHART #4 THIS SHEET FOR REQUIRED NUMBER OF ANCHORS 6" MAX 18" MAX O.C, I 6" MAX 6" MAX A CLUSTER ANCHORS SEE CHART #4 18 3/4" MAX THIS SHEET FOR REQUIRED NUMBER OF ANCHORS 3 3/4" MAX TYP 6 3/4-MAX TYP SERIES 9050 TERRACEOUT SVW NG DOUBLE DOOR EXTERIOR NEW WTTHSTANWIRDSTLL DMC.V PRESS URE RARNO IMPACT RAT INO t70PSF lM8GEAND SMALL ISSILEIMPACT MWILE LEVEL D, WIND ZONE 4, AND HVHZ REFER TO CHARTAT, FOR OTHER SAS RATINGS BEY510N5 pEV a6CPoP110N MlE .NPIMJEU D REMSED PER NEW REQUIREMENTS 12/06/17 i F.L. Maslmum design pressum "pacify chart ft.Wdb(N) Fnane H98MC) ®.0 BOD ]LO 7d0 Pas Neg Pos Hea0,0 0 30.0 W.0 30.0 WD WD 30.0 00.0 30.0 30.0 WD 90.0 0 30a 90.0 30.0 WD WD Bd0 0 wo Mw.o W.0 30.0 30.0 BOA lou 0 W.o 90.0 30.0 lWa Wo 852 1OB.0 30.0 W.0 30.0 WD 79.4 1140 0 30.0 W.0 30.0 30.0 74.q 12a0 0 30.0 85.3 30.0 W O 10.0 Number ofancborlrcallonar ©ulretl Ran,ewamc 1 Ffvne tlD WA ]2A 7" HeON (H) Ngs Jamb 4ra9al quo® Heatl Slll HM Jamb 9 gal Cl.Y, HISS Jame e9al Cla4® HISS Jamb 9a1 Clu4e Slll Hmtl 5111 HeaO SIII BU.O 1 5 2 3 2 5 2 4 2 5 2 5 2 4 81A 1 5 2 3 2 5 2 { 2 5 2 5 3 5 W.0 1 8 2 4 2 a 2 4 2 6 2 B 3 5 86.0 9 2 4 2 a 3 B 3 fOLI 1 a 2 4 2 a 3 5 2 a 23� 2 e 3 8 2 ] 3 5 2 7 2 ] 3 O 1 1 ] 3 5 2 ] 3 a 2 7 2 ] 3 a fm- t ] 3 2 ] 3 a 2 ] 2 ] 0 a W lLliJ V Vl ORIANDO, FL 32BU INCORPORATED� y� SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ STANDARD SILL ELEVATION R.L. 1 08-01632 NTS SIGNED. 12/062017 Luis R. Lomas P.E. FL No.: 62514 �76" MAX FRAME WIDTH - 35 7/8" PANEL WIDTH 1 r" 26" DLO 119 PA HE 120" MAX FRAME HEIGHT F108 1/4" DLO / / \ >/16" EL OHT B 1 / %n CLUSTER ANCHORS SEE CHART #4 THIS SHEET FOR REQUIRED NUMBER OF ANCHORS 6"�18MAX " MAX O.C. 6" MAX fi' MAX A CLUSTER ANCHORS SEE CHART #4 THIS SHEET FOR REQUIRED NUMBER 18 3/4" MAX OF ANCHORS 3 3/4" MAX TYR 6 3/4" MAX TIP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXI ERIOR VIEW W?N STANDARD SILL DESIENPRESSURERATWG IMPACTRATING t70PSF LARGEAND SMALL MISSILEIMPACT MISSILE LEVEL A WIND ZONE4. AND HVIO REFER TO CHARTAJ FOR OTHER SIZES R4TWSS. flEVI510N5 06CAIPIION MM MPFOhD REASED PER NEW REQUIREMENTS 12706/17 R.L. SIGNED., 12/06l1017 W 111E V U1 ORLANDO, FL 32832 llslco FORATED SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ STANDARD SILL ELEVATION R.L. LE fl 08 5 132 D " 7//' YONA j10NXXp NTS 06/06/12 4 OF IS LROSER10LON SSE Luis R. Lomas P.E. t�aKvoOlaRDlrfl,�GPA�E NCnoZf FL No.: 62514 FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 9 e$A VERTICAL SECTION STANDARD FRAMEANO Sill. H$ VERTICAL SECTION STANDARDFRAME WIADA SILL eC VERTICAL SECTION $ HiGHBOT]OMRAIL WIADA SILL REMSONS DiscmPnoN DIM I mPF D REVISED PER NE REQUIREMENTS /4" 3/16" HS .090" SENTRYGLAS BY KURARAY 3/16" TEMP 3/16' HS EXTERIOR ALUMINUM AW-3000 SET SPACER SYSTEM /L III BY HELIMA BITE nJZn INTERIOR GLAZING DETAIL A s/t6" 1/4" HS .090' SENTRYGLAS BY KURARAY 1/4" HS EXTERIOR 65 7/8" BITE GLAZING DETAIL B INTERroR SIGNED: 12M017 750DAMSfB LOAM DRIVE WinDoor ORLANDO�PL32992 INCORPORA7T e���mlm ma�.�inda�cmm �y SERIES 9050 TERRACE OUTSWING*• DOUBLE DOOR - IMPACT - HVHZ VERTICAL CROSS SECTIONS AND GLAZING DETAILS 08-01 T5 OF 15 "IIIIIIIII- Luis R. Lomas P.E. FL No, 62514 FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 8 - 10 e6 HORIZONTAL SECTION "SIGNS pfV OfSCRIP110N MlE MP2alEO D REVISED PER NEW REQUIREMENTS 12/06/17 R.L W.Ul"VVL ORIANDO,PL32932 INCORPORATED == v SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ HORIZONTAL CROSS SECTION Dw.WN: Dwc x0. Rf R.L. 08-01632 D scut NTS — 06/06/12 sx— fi OF 15 SIGNED: 12/062017 Lu1s R. Lomas P.E. FL No.: 62514 PARTS LIST PART NUMBERWPANEL DESCRIPTION MANUFACTURER MATERIAL 905A32 AD & SILL KEYMARK 6063-T6 905A21 B KEYMARK 6063-T6 S46079 KEYMARK 6063-T6 905AO3 E ACTIVE PANEL KEYMARK 6063-T6 905A18 TIVE PANEL KEYMARK 6063-T6 905A17 VE PANEL KEYMARK 6063-T6 905AO5 TTOM RAIL PANEL KEYMARK 6063-T6 S46035 JAMB & HEAD COVER PLATE KEYMARK 6063-T6 S46086 SILL COVER PLATE NEYMARK 6063-T6 S06862 STILE RONFORCEMENT - LARGE KEYMARK 6053-T6 506803 STILE REINFORCEMENT - SMALL KEYMARK 6063-T6 905AO9 ADA PANEL BOTTOM RAIL KEYMARK 6063-T6 S46080 EURO FRAME GROOVE COVER KEYMARK 6063-T6 S46082 GLAZNG BEAD 437 - 562 KEYMARK 6063-T6 546084 GLAZING BEAD 1.250 KEYMARK 6063-T6 0059ON FLASH XXL DOOR HINGE SET BESSE 00599 HINGE COVERS GIESSE 00591 HINGE PRELOAD PLATE. GEESE BOTTOM EXTENSION HOPPE MIDDLE EXTENSION HOPPE TOP EXTENSION HOPPE MORTISE FLUSHBOLT HOPPE HANDLE & TRIM SET HOPPE LOCK CYLINDER & THUMB TURN HOPPE p70120136WH HOOK LATCH STRIKE PLATE HOPPE p7012011eWLD LATCH & DEAD BOLT STRIKE PLATES HOPPE p70l XXX-SBR SHOOT BOLT REINFORCING PLATES HOPPE p10311-SPACER SHOOT BOLT REINFORCING SHIM HOPPE 1900908 10 MM STANDARD ROD GUIDES HOPPE 8787443 30 MM FLUSH BOLT ROD LOCK HOPPE 10 MM FLUSH BOLT ROD 6063-T5 10 MM RUSH BOLT ROD HOPPE p70l2OIOeWSB SHOOT BOLT STRIKE HOPPE WA21- WEEP HOLE COVER ENGINEERING 905-VX-25 JAMB ANCHOR COVER MOR-X PLASTICS PVC 1445 SNUBBER DRIVE ADVANTAGE MFG. TP1045 #7 GLA71MG VINYL TEAM PLASTICS 85 OUROMETER 905VP-21 RAMP BLOCK 90003-1 WEATHERSTRIP LAUREN MFG. 75 DUROMETER R"SIONS pEV DESCRIP 10N WE I APPROVED D REVISED PER NEW REQUIREMENTS 12/06/17 1 R.L. PARTS LIST NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 4-3911 WEATHERSTRIP LAUREN MFG. 75 OUROMETER 44 4-3912 WEATHERSTRIP - LAUREN MFG. 75 DUROMETER 45 4-3913 EPDM SEAL LAUREN MFG. 75 DUROMETER 46 4-3826 SPONGE EPDM WITH PEA TAPE LAUREN MFG. 75 DUROMETER 47 52105 STRIP PLUG LAUREN MFG, 75 DUROMETER 48 54576 SPONGE EPDM SEAL LAUREN MFG. 75 DUROMETER 49 53993 STRUT COVER LAUREN MFG. 75 DUROMETER 50 B303 WEATHERSTRIP TRELLE90RO 75 OUROMETER 51 TP-448 FILLER TEAM PLASTICS 75 OUROMETER 53 TP-1126 FILLER TEAM PLASTICS 75 DUROMETER 54 131014 #8 X 1' PH SQ. DRIVE SCREW 55 131008 #10 X 3/4' PHILL FH TEK SCREW 56 #10 X 3/4' PHILL FH TAPCON 58 131OD5 #10 X 1 1/4' PH SO. DRIVE SOREN 59 131001 #10 X 2 1/2' PHILLIPS FH TEK 60 114 X 3' PH 61 #14 X 3" FH 64 FG0015011 GLASS SHIM NEOPRENE 800 65 SIKA 552 SILICONE CAULK 66 905A07 TALL BOTTOM RAIL OUT KEYMARK 6063-T6 67 905A33 SILL ADAPTER ASSEMBLY KEYMARK 6063—T6 68 14-1246 SILL ADAPTER FILLER PVC REM937, M 62, S7, 52, 69, ARENOTUSED. W��j� 7500AM5THRDAM DRIVb 111D �r 0 LANDO,PL32832 INCORPORATED �°ho°m�im wwvwiodovrivcsam SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ B.O.M. Dpnwrv: 0. .0. aD R.L. 08-01632 s7uE NTS owfr 06/06/12 ISHEET7 OF 15 SIGNED: 121062017 Luis R. Lomas P.E. FL No.: 62514 5/8" MIN. EDGE DISTANCE 5/8" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS i 7/16" MIN. EMBEDMENT BACKER ROD III--------��, & APPROVED SEALANT 1/4" MAX. SHIM SPACE EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR # 14 WOOD SCREW EXTERIOR #10 WOOD SCREW BACKER ROD - APPROVED SEALANT WOOD FRAMING - OR 2X BUCK #14 WOOD BY OTHERS SCREW 1/4- MAX. SHIM SPACE 1 /1T6" MIN. EMBEDMENT 5/8" MIN, EDGE DISTANCE eq VERTICAL CROSS SECTION WOOD FRAMING OR 2X BNCKINSTALLATION STANDARD FRAMEANDSILLSHOWN HIGHR4lL FRAMEANDADA SILL SIMILAR 7/16" MIN EMBEDMENT 5/8" MIN. Ti EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS �- BACKER ROD INTERIOR & APPROVED SEALANT eB JAMB INSTALLATION DETAIL 8 W065FR4MINGOR2XBUCKINSTAILI7ION #14 WOOD SCREW 1/4" MAX. SHIM SPACE �" MIN. EMBEDMENT RMSIONS RN DESCRIMON mm -PROVED D REVISED PER NEW REOVIREMENTS 12/06/17 R.L. L_ 1/4" MAX. 5/8" MIN. EDGE DISTANCE 4VERTICAL CROSS SECTION \ WOOD FRAMING OR 2KBUCKINSTAWTION HIGH RAIL FRAME WIMAOA SILL SIMILAR NOTES: 1. INTERIOR AND EXTERIOR FINISHES BYOTHERS NOTSHOWNFOROLARITY. 2 PERIMETER AND JO/NTSEALAA7BY07HERS 70 BE DESIGNED IN ACCOROANCE WRH AST M M 12 SIGNED: 1210612017 7500AMSTF.RDAM JIUVB �p]inD W oor ORLAMO. PL 32132 INCORPORATSOm1��� vaw.wivdooduc® SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ INSTALLATION DETAILS M.N: MG NO. REl R.L. 08-01632 D 3� NTS DmE 06/06/12 "8 OF 15 Luis R. Lamas P.E. FL No.: 62514 5/8" MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD - & APPROVED SEALANT METAL STRUCTURE BY OTHERS MIN. EDGEGE D DISTANCE 1/4" MAX. m r SHIM SPACE REYi510N6 reEv DESCRIMON D- a .a ED D REVISED PER NEW REQUIREMENTS 12/06/17 1 R.L. } 1/4" SHIM MAX. SPACE MIN. D EDGEGE DISTANCE #14 SMS OR INTERIOR SELF DRILLING SCREW #14 SMS OR o SELF DRILLING SCREWS INTERIOR a o INTERIOR EXTERIOR METAL STRUCTURE BY OTHERS EXTERIOR BACKER ROD & APPROVED SEALANT #10 SELF #14 SMS OR a JAMB INSTALLATIONDETAIL DRILLING SELF DRILLING 9 METALSTRUCILREINSTALLARON SCREW SCREW BACKER ROD #14 SMS OR & APPROVED 1/4" MAX. SELF GRILLING SEALANT SHIM SPACE SCREW METAL STRUCTURE BY OTHERS MAX. SIGNED: iP111//z 17 HIM SHIM SPACE IF 5/8" MIN. ��7� 75RANDO,11DAM DAIVB \R..L EDGE DISTANCE WllllJoor O)UANDO�py xpaa2 p��5 R. LpIXIi� g VERTICAL CROSS SECTION INCORrORATE13 „-'= �.mim � `J;y' EN qs�� MIN. i- METAL STRUCTUREINSTALIATION SILL SHOWN SERIES 9050 TERRACE OUTSWING =*• o„61i51 •+ti EDGE DISTANCE GE DI STANDARD FRAMEWRHADA DOUBLE DOOR - IMPACT - HVHZ - (�1t A HIGH R41L FRAME WRHADA SILL SIMILAR INSTALLATION DETAILS �A • TAT • `�� eVERTICAL CROSS SECTION 8 ows x0. RD 0q••,c ��i METAL STRUCTUREINSTAIlATION STANDARD FRAME AND SRL SHOWN I.INTERIOR AND EXTERIOR FINISHES, SYOTHER$ FORCLARrrY R L"' OS-01632 all-ORI �6`� q�OryAL \ I HIGH RAIL FRAME AND ADA SILL SIMILAR P.PERI�R AND JOINTSEAIANIBYOTHERS TO RE SCAt KITS onTE 06/06/12 --9, OF 15 1111 ll\ \\� Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/4" ~_ 2 1/8" MIN., 1 112" MIN REV oEscRiRrlon oae aRRRmrto TAPCON SEPARATION EDGE DISTANCE D RENSED PER NEW REQUIREMENTS 12/06/17 R.L. CONCRETE/ •°'d - CONCRETE/MASONRY 1 1/4°" MIN. MASONRY e' BY OTHERS EMBEDMENT BY OTHERS ° 1 1/4 MIN. ° EMBEDMENT OPTIONAL 1X BUCK .N . OPTIONAL SEE NOTES 3-7 �a 1X BUCK SHEET 1 1/4" MAX. SEE NOTES 3-7 + SHIM SPACE SHEET 1 1/4" TAPCON BACKER ROD lJ 1/4" MAX. SHIM SPACE INTERIOR & APPROVED 2 1/8" SEALANT 0 MIN SEPARATION 1/4"' TAPCON #10 WOOD SCREW 1 1/2" ,. . MIN. BACKER ROD EDGE & APPROVED DISTANCE SEALANTa• EXTERIOR EXTERIO INTERIOR 1/4" TAPCON BACKER ROD OPTIONAL & APPROVED IX BUCK ❑ 1/4" MAX. SEALANT SEE NOTES 3-7 SHIM SPACE JAMB INSTALLATION DETAIL SHEET 1 10 CONCRETE/MASONRY/NSTALLA710N e CONCRETE/ MASONRY BY OTHERS 1EM1 BACKER ROD EDMENT NOTES. & APPROVED d' " 1.INIERIORANDEXTERWRRNISHEABYOTHM SEALANT ° •' NOTSHOWNFORCLARRY. 0 1/4" TAPCON ° 2 PERIMETERANDJO(MTSEALAMBYOTHERSTOBE OPTIONAL DESIGNED IN ACCORDANCE WITH AST M E2112 1X BUCK SEE NOTES 3-7DGE I� 1/4" MAX.MA% 1 i/2" MIN• DISTANCE SIGNED: 12/O6/2017 SHEET 1 U SHIM SPACE C VERTICAL CROSS SECTION 7500AMSTBR3AMDAIVR 10 WinDoor i'o�;%,,, CONCRETSMASONRYMITALLATION oRu&mD.pL32g3 N,.�l5'a.' STANDARD FRAME WITH ADA SILL SHOWN INCCIRPORATHD� °��G EN.4FgiP ryry T HIGH RAIL RWAE WITH ADA SIMILAR SERIES 9050 TERRACE OUTSWING*• 251 *� �y((rc�pr a DOUBLE DOOR — IMPACT — HVHZ — a°' ° a EMBEDMENT EM INSTALLATION DETAILS • STATE OF ; iv\ CONCRETE/ • ° �" RRaxm: DWG No RViO'�. ;iORIOP• �'� MASONRY OTHERS BY RL 08-016bD �OSSiONAL`E�G��� VERTICAL CROSS SECTION 1 1/2' MIN. Scat NTS — O6/O6/12 SNSCT0 OF 1CONGRE5 10 e EDGE DISTANCE LRDBLiRULOAUL9P.E. Luis R. Lomas P.E. ILL SHOWN STANDARD PHAMEAND SILL SHOWN STANDARD iD�DRD®�YIP� FL No.: 62514 4 1 /2" 23/16„ O FRAME HEAD & SILL 1 ALUMINUM 6063-76.050'THICK 4 1/16" j HINGE STILE 4 ACTIVE PANEL ALUMINUM6069 M.090'THICK 2 3/4" 7/16' 1 3/i6 �� L ADA BOTTOM RAIL 2 ADAPTER ALUMINUM 6063-T6.060' THICK 2 1 FRAME JAMB OALUMMuM 6068-75.o90"THICK 2 3/4" 3 13/16' 5 7/8" 4 LOCKSTILE INACTIVE PANEL _ Is" 1/2 T-QADA SILL ALUMINUM 606346.090" THICK 2 3/4" 4 1/16" LOCK STILE 6 ACTIVEPANEL ALUM/NUM6 76.090"THICK O TOP & BOTTOM RAIL ALUMINUM 6059-TO.090'THICK aENslom DCs M"ON owTE ,wP6ovco REVISED PER NEW REQUIREMENTS 12/06/17 R.L. —{ t 5/6" F I _11�1 r— a 1/2" J— O HEAD &JAMB COVER PLATE 1 D REINFORCEMENT LARGE ALUMINUM606346.070'THICK ALUMINUM6005LT51210- THICK 1 5/ �i 3U U Og SILL REINFORCEMENT SMALL COVERPLATE 11 ALUMINUM6 TVI 250"THICK ALUMINUM 6069•iG.090'T HICK 7500 AMS1136DAM DRT V Ti W oor OALANDO,PL37834 INCORPORATED ma. SERIES 9050 TERRACE OUTSWING I DOUBLE DOOR — IMPACT — HVHZ COMPONENTS 1 1/4" }--� 1/4" T-- +� 1 7/2" 3/ 1 11/i6 111/4- 3/4" 14 GLAZING BEAD GLAZING BEAD JAMB ANCHOR COVER ALLA105 UMWUM600T6.050' THICK AL35UM0NM6063-TISAWTNUK PVC.O50"THICK 13/16" STRUTCOVER THERMAL STRUT 49 60 DUROMETEREPDM201'THICK NYLON POLVAMIDE.070'THICK L R00 ¢{NTODFOR tucmam 08-01632 --11 OF I SIGNED: 1210612017 Luis R. Lamos P.E. FL No.: 62514 REVS10o OESCRIVDON DATE 1 APVROVED REVISED PER NEW REQUIREMENTS 12/06/17 1 R.L. u 7 9/16" 1 71/16" U 7 7/16" 1 3/16" -1-- 68SILL ADAPTER FILLER O SILL ADAPTERASSEMBLY PVC.050 THICK 67 ALUMINUM 606}T8.030-MICK ss HIGH TOP&BOTTOM RAIL ALUMINUM 6053-T6.090- THICK W LLL"V Vl OAIANDO, PL 32a32 INCORPORA= ee=s —=— z.�wa�am vwW SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ COMPONENTS DRAWN: DWC N0. REV R.L. 08-01632 D SD^EE NTS JD.E 06/06/12 ISHEET12 OF 15 SIGNED: 121062017 Luis R. Lamas P.E. FL No.: 62514 RENSIONS REV DESLRIVNON DATE APPR D REVISED PER NEW REQUIREMENTS 12/06/17 R.L. 3/16" 1 5/16" �- 7/16" 5/16" SEE DETAIL D SEE DETAIL D SHEET 17 SHEET 11 m I 21 21 25 25 20 17 20 16 16 17 26 26 io 23 � i I 23 � m I w 19 QW M I w 19 x i EU M 'o 1 m 25 o rc .0 0 O f M M M M m M M 16, HARDWARE LOCATION F SEE DETAIL E SHEET 11 FOR STANDARD FRAME WRRAOASILL SEEEDETAIL SIGNED: 12/0M17 LOCATI HARDWARE LOCATION WinDoor RLANAOOPLPL337BSER� IIR!!LII�7i FOR STANDARD SILL �� 1NCO1Uro1knTED ra mu'i� wwvwRdoorioccom r .y�O EN,p�.'4j1 �� SERIES 9050 TERRACE OUTSWING*• DOUBLE DOOR - IMPACT - HVHZ - +�//k��•1(�(Tr HARDWARE LOCATION O; STAT1�Z DRAWN: DwD No. REV ZZ DLE NGE O 08 632 D %'�5:�[0RID" ���isi0NllIkO 1. LOCATEHINGE AT MIDPOINT OF FRAME HEIGHT. srsTE NTS DATE O6/06/12 s"02T 13 OF IS 2. LOCATE SNUBBER DRIVE AT 10" MAX ON EACH SIDE OF MIDDLE HINGE. LRODEROLOMASP.E Luis R. Lomas P.E. 108Y4 DFORDRDLEVI49YHIFMR= FL No.: 62514 1346]BDB09 1.� PENSIONS RW 06CHIPTI0N WW A11ROA➢ D REVISED PER NEW REQUIREMENTS 12/O6/i] R.L. 76 1/2" MAX FRAME WIDTH .{ 1 5/16" 6" 21 25 20 i6 17 26 83 3/8" 23 60" MAX 41 1/16" 19 (DOOR CENTER) 40 7/16" 25 37 7/6" 9 3/4" n ILI 1 6.. HARDWARE LOCATION HIGHB0TTOMRAIL SIGNED. 12/06/2017 W/AOA SILL AND PANIC BAR W���77�� 7500 AMSl'BLLDAM DRIVE `v:1`IIIIII9�//, 1111 RAl-M 0ALAND0, FL 3�Wamivda®c� `J\y"G EN Off •///i SERIES 9050 TERRACE OUTSWING*• p�.52$1 DOUBLE DOOR — IMPACT — HVHZ — +�//k�'r(/•�(�(Tr — HARDWARE LOCATION O.A;� STATOF E` DMWN: oWG NO. PEY %pS:�ORIDT G� �C OS NTS °A 06/06/12 SOEET 14 D 4 OF 15 L ROBERJOtOMA6P.E LuN R. Lomas P.E. ra3zlwDDwRO RDatwlstmt>: NCIDa2J FL No.: 62514 /Jb�60tro9 �mn ALI REMSIONS 55 32 33 21 1 Rcv DiSCRI"ON mm nvRROvcD D REVISED PER NEW REQUIREMENTS 12/06/17 R.L. 3/4° MIN, PENETRATION 6 5 zi DETAIL D STANDARD HEAD BOLT INSTAL LAT ION 6 3/4- MIN. fi PENETRATION 5 56 31 33 19 3 DETAIL F Ana SU BOLTINSTALLARON SIGNED. 12/06M17 7500AMW WinDoor \\01111 II1111Z a. LOB _ n3M" o�ANDG.P, 2 \\\\\5 ' 3/4- MIN. INCORPORATED eam wvvmdooencam V •y\GEN6,,-.f PENETRATION SERIES 9050 TERRACE OUTSWING*• a 5 *� DOUBLE DOOR — IMPACT — HVHZAT HARDWARE LOCATION p(it(O,(c�nm�` ESTATE OF MWN: Owc NO. ,t�+� %Oc-iS ;c[ORIOP 55 31 33 19 1 08-011632 ��iA3�ONALit scat a4rz NTS 06/06/12 15 OF IE�\\\\ DETAIL E STANDARD SILL BOLTINSTALATION ILROBETDOLDwsP.E 1a9z NVo0loAD�IEwAvsRTE Nax>� IJbty&DE09 tfhnasem'R Luis R. Lomas P.E. FL No.: 62514 Ajk SCANNED BY St. Lucie County NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO 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 WITH MANUFACTURERS 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 5063—T6 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 5 FOR GLASS OPTIONS. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 W000 SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION REYSIONS rREV DESCRIRRON .A- M%20VEU D REVISED PER NEW REQUIREMENTS 12/O6/17 R.L. APR 19 2019 ST. Lucie County, Permitting 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS 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 MANUFACTURERS 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 18GA, 33KS1 OR ALUMINUM 6063—T5 .053" THICK MINIMUM CORNER CONSTRUCTION AND WEEP HOLES NOTES: STANDARD FRAME CORNER CONSTRUCTION: FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS USING (2) #10 X 1 1/4" PH SO DRIVE SS SCREWS. ADA FRAME CORNER CONSTRUCTION: FRAME CORNERS ARE OF BUTTED CONSTRUCTION. HEAD AND SILL ARE ATTACHED TO JAMBS USING (2) #10 X 1 1/4" PH SO DRIVE SSSCREWS. PANEL CORNER CONSTRUCTION:' PANEL FRAME CORNERS ARE OF BUTTED CONSTRUCTION. ACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1" LEAD POINT SCREWS AT SCREW BOSSES. INACTIVE PANEL RAILS ARE ATTACHED TO STILES USING #8 X 1" LEAD POINT SCREWS AND #10 X 3/4" LEAD POINT SCREWS AT SCREW BOSSES. #10 SCREWS ARE USED IN SCREW BOSSES WHERE REINFORCEMENT IS PRESENT, WEEP HOLES: (2) 9/32" X 1" WEEP HOLES WITH PLASTIC COVERS ARE LOCATED 3" FROM SILL ENDS. 1 NOTES 2 — 4 ELEVATIONS 5 — 7 CROSS SECTIONS GLAZING DETAILS AND B.O.M. 8 — 10 INSTALLATION DETAILS 11 — 12 COMPONENTS SIGNED: *4062O17 Wi,`� 7500AM6'1'HBDAMDRIVR nDoor OALANDO, PL 32832 INCORPORATM P°®O�A— eam.�nr awm.V+edoouu<mm SERIES 9050 TERRACE OUTSWING *• DOUBLE DOOR — IMPACT — HVHZ NOTES 97 R.L. OB-01632 sure NTS o"� O6 /O6 /12 sRSEr1 OF 15 Luis R. Lomas P.E. FL No.: 62514 76" MAX FRAME WIDTH - 35 7/8" PANEL WIDTH 26" DLO 108 C 119 5/16" PANEL HEIGHT 120" MAX FRAME HEIGHT / _0 / B 1 I CLUSTER ANCHORS SEE CHART #4 SHEET 3 FOR REQUIRED NUMBER OF ANCHORS 6" MAX 18" MAX O.0 6" MAX 6" MAX -y r �1 CLUSTER ANCHORS SEE CHART {�4 18 3/4" MAX �y SHEET 3 FOR REQUIRED NUMBER OF ANCHORS 3 3/4° MAX TYP 6 3/4" MAX TYP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXTERIOR VIEW WRN ADA SEE DESIGN PRESSURE RATING IMPACTRA71NG +30.01-70.OPSF *70.OPSF TARGEAND SMAII. MISSILE ISSILE WNEREWATER WHEREWATER INFILTRATION IMPACT IS NEEDED ISNOTNEEDED MISSILELEVEL D, WINDZONE4AN0N REFER TO CHARTS# 1 AND AP FOROTHERSRESRATINGS. RENSIONS REV DESCRIPTION DRm P➢PR-a D REVISED PER NEW REQUIREMENTS 12/06/17 R.L. rHARTH Maximum design pressure capacity chaff Rana NIEM (N)I I Fare H d8.0 WO rzo 7d0 Qfl00) Pos Ne Pos Ne9 .jmo�.Q 7a0 30.0 W.0 30.0 WA 80.0 30.0 80.0 30.0 W.o o 00 W.D W.0 30.0 WA 0 no W.0 W.0 30.0 90.0 0 0 130.0nA 10" WA W.0 30.0 90.0 10 W.0 WO 30.0 WO 9 41f40 W.a W. 0 .0 ] a1WD 30.0 W.0 30.0 a5.3 2 o WK&Kb rTIARr" .J cWu IICV. Max/muln design pressure W aG chart Fare WIXO (IR); I I Rm a HsgM (NI 08.0 WA rz0 760 Pos Ny P. NeA Pos I9D W.0 90.0 90.0 e0.0 Sao BaD BJ.0 90.o Baa 90.0 WA Soo So.0 90.0 no 90.0 96A 90.0 BOA Sao gas 90.0 JgDaWD k7-0 1920 no W.0 90. 80.0 8 . foo.o W.o SOB 90.0 no 82.9 flao WD W.0 no Sao 77.7 120.o W.0 Soa 85.3 853 733 ...I Cl1 rC1YCIIW IIVIY I1Cpp1/YY1"C IJ saVl W lllil VlJl ORLANDO, EL32a32 INCORPORATED =M. avmm SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ ADA SILL ELEVATION D..N: DWG No. REV R.L. 08-01632 D SVLE NTS IDAM 06/06/12 JSHEET2 OF 15 SIGNED: 12106)2017 Luis R. Lomas P.E. FL No.: 62514 76'MAX FRAME WIDTH - 35 7/8" PANEL WIDTH [-- 26" DLO 108 E 119 5/16" PANEL HEIGHT 120" MAX FRAME HEIGHT / / / / / 6" MAX 6" MAX A CLUSTER ANCHORS SEE CHART #4 18 3/4" MAX THIS SHEET FOR REQUIRED NUMBER OF ANCHORS 3 3/4" MAX TYP 6 3/4"MAX TYP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXTERIOR VIEW WITH STANDARD SILL CLUSTER ANCHORS SEE CHART #4 THIS SHEET FOR REQUIRED NUMBER OF ANCHORS 6" MAX 1s" MAX O.C. 1 / / 1/4" / LO / B 1 Ll DESIGNPRESSURERA77NG IMPACT RATING t70PSF LARGEANOSMALL MISSILEIMPACT MISSILELEVEL D, WINDZONE4. AND NVNZ REFER TO CHART A FOR OTHER SIZES RA77NGS PENSIONS REV DESCRIPTION DAZE PFPROVED D REVISED PER NEW REQUIREMENTS 12/06/17 1 R.L. Maximum design Pressure capacity chaff Rama VASM(in) kame He10M M) 070 nA "a Npo T Neg Poo Neg P« 30.0 B0.0 30.0 90.0 30.0 B0.00 w o 30.0 90.0 30.0 M00..aso.B0.03a, W002 so0 -009d0 30.0 W.0 300 W.0 300 WO30.090.0 jo 30.0 No 3D.0 -a0110 300 W.0 30.0 W.0 30.0 -a41140 300 50.0 wo 90.0 30.0 "412a0 300 W.0 30.0 85.3 30.0 T3.2 Number p1 a«hpr I«aelons repulretl Fmma Wdffi(h) F.m 40.0 60A TL0 ]BA He'pM 091 Has Jamb gragal Cluafa !Had- Has Jamb #regal Clu4m Has Jamb S Jamb Yragal cl sb sul Neatl Slll Nea4 5111 80.0 1 5 2 3 2 5 2 4 2 5 5 2 4 ".0M15ffi23 2 5 2 42 5 53 560.0 2 6 2 42 8 al 03 50.02 5 3 6 83IOTA 2 6 3 52 6 5 3 aIWA 2 7 3 52 ] ] 3 8if" 2 7 3 6 ]3 5Ma 2 ] 3 6 2 ] ] 3 B W UU R V V L OW ANDO, PL32832 LLVC0F P0I A'XM = J" SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ STANDARD SILL ELEVATION 'R.L. L 08-01632 1_� saNE NTS D 7 06/06/12 s"3 OF 15 SIGNED: 12106RO17 Luis R. Lomas P.E. FL No.: 62514 35 7/8" PANEL WIDTH 119 PA HE 120" MAX FRAME HEIGHT 108 1/4" DLO i/16" AEL GHT B 1 6" MAX A 18 3/4" MAX _1 ;LUSTER ANCHORS SEE CHART #4 HIS SHEET FOR REQUIRED NUMBER IF ANCHORS J_ 18" MAX O.C. AX CLUSTER ANCHORS SEE CHART #4 THIS SHEET FOR REQUIRED NUMBER OF ANCHORS 3 3/4" MAX TYP 6 3/4" MAX TYP SERIES 9050 TERRACE OUT SWING DOUBLE DOOR EXTERIOR VIEW WRN STANDARD SN. DES/GNPRESSURERATNG IMPACTRAT/NG t7OPSF LARGEAND SMALL MISSILEIMPACT MASSILELEVEL D, WINDZONEO, ANDHW REFER 70 CHART88, FOR OTHER SUESR471NM RfN90N5 ocscwvnox wre mvxvnn REVISED PER NEW REQUIREMENTS 12/06/17 R.L. W LlLLlVVL ORLANDO,PL32w INCORPORATED =mai — amp. ,odrv„im...v.. SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ STANDARD SILL ELEVATION RL. /08—632 D sOF 15NTS0E1F SIGNED: 12/062017 Luis R. Lomas P.E. FL No.: 62514 FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 9 eVERTICAL SECTION $ STANDARD FRAMEAND S/l1 VERTICAL SECTION 5 STANDARD FRAMEWIADA SILL e$ VERTICAL SECTION HIGH BOTTOMR41L W/ADA SU RE sON5 Dts IMN MTE wrRwEn REVISED PER NEW REQUIREMENTS 12/06/17 I R.L. 1/4" 3/16" HS .090. 5ENTRYGLAS BY KURARAY 3/16" TEMP III 3/16' HS EXTERIOR ALUMINUM AW-3000 SPACER SYSTEM II et BY HEUMA 7/8" BITE INTERIOR GLAZING DETAIL A 9/16" 1/4" HS .090" SENTRYGLAS BY KURARAY 1/4" HS DRERIOR 7/8" BITE GLAZING DETAIL S INTERIOR 7500AMSIBRDAMDRIVE WinDoor DTILANDO.FL3202 INCORPORATED ��� rnomviod�nr� SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ VERTICAL CROSS SECTIONS AND GLAZING DETAILS OMWM DWG NO. R!Y R.L. 08-01632 D SCALE NTS JDAx 06/06/12 JSHEET5 OF 15 L RWEITTDLOMASP.E /I,'2IYODOTLRD Ru[F1'F9y/=c NCTIaa SIGNED: 12/0S2017 Luis R. Lomas P.E. FL No.: 62514 FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 8 - 10 eHORIZONTAL SEC77ON 6 RENSIONS lF£V I VMRIMMN MR I I➢p—D 1 D REVISED PER NEW REQUIREMENTS 1 /06/17 R.L. 7500AMSTEM"PRIVR WinDoor ORIAN1DO,FL32E32 INCORPORATED =-� SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ HORIZONTAL CROSS SECTION wL. owc xo. D L. 0E-01632 D NTS I c"R 06/D6/12 sH�6 OF 15 LR00ERTVLOM PE ft92VNOIXbRO RO 1 EWISVM1[� l�T]Oa 43f6B406PJ Bbe®em'R SIGNED. IMS2017 Luis R. Lomas P.E. FL No.: 62514 PARTS LIST RenSIONS Rev oEscRlPnox DATE APPRp D REVISED PER NEW REQUIREMENTS 12/06/17 R.L. PARTS LIST N0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 4-3911 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 4q 4-3E WEATHERSTRIP LAUREN MFG. 75 OUROMETER 45 4-3913 EPDM SEAL LAUREN MFG. 75 OUROMETER 46 4-3826 SPONGE EPDM WITH PSA TAPE LAUREN MFG. 75 DUROMETER 47 52105 STRIP PLUG LAUREN MFG. 75 DUROMETER 48 54576 SPONGE EPDM SEAL LAUREN MFG. 75 DUROMETER 49 53993 STRUT COVER LAUREN MFG. 75 DUROMETER 50 8303 WEATHERSTRIP TRELLEBORG 75 OUROMETER 51 TP-448 FILLER TEAM PLASTICS 75 DUROMETER 53 TP-1126 FILLER TEAM PLASTICS 75 DUROMETER 54 131014 #8 X 1' PH SQ. DRIVE SCREW 55 131003 #10 X 3/4' PHILL PH TEK SCREW 56 µ10 X 3/4` PHILL PH TAPCON 58 131005 #10 X 1 1/4' PH SQ. DRIVE SCREN 59 1310D1 110 X 2 1/2• PHILLIPS PH TEK 60 �74 X 3' PH 61 �14 % 3' FH 64 FG0015011 GLASS SHIM NEOPRENE SOD 65 SIKA 552 SILICONE CAULK 66 905A07 TALL BOTTOM RAIL OUT KEYMARK 6063—T6 67 905A33 SILL ADAPTER ASSEMBLY KLYMARK 6063—T6 68 14-1246 SILL ADAPTER FILLER PVC SIGNED: 12/0&/2017 RENTS 37, 3$ � 5], 62, 6$ AHE NO7 USED. 7500AM 0 11L32932' AAIIII11I17 Wi17Door O�RIAND�, FT.32Ri2 \\\\\�5 it•• LQ7/7�/' INCORPORATED a=m�� �. SERIES 9050 TERRACE OUTSWING*• 0 *� DOUBLE DOOR - IMPACT - HVHZ ,�T•' B.O.M. p ; SLAT yA\ oRAwn: NG NO, RN iO'cF*..OR% R.L. pn¢ 08-011632 D �ONA'IE��\\� NTS 06/06/12 7 OF IS LBFABl3RD1@6t9GE. Luis R. Lomas P.E. a �� FL No.: 62514 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 905A32 FRAME HEAD & SILL KEYMARK 6063—T6 2 905A21 FRAME JAMB KEYMARK 6063—T6 3 S46079 ADA SILL KEYMARK 6063—i6 4 905A03 HINGE STILE ACTIVE PANEL KEYMARK 6063—T6 5 905A18 STILE INACTIVE PANEL KEYMARK 6063—T6 6 905A17 STILE ACTIVE PANEL KEYMARK 6063—TB 7 905405 TOP & BOTTOM RAIL PANEL KEYMARK 6063—T6 8 S46085 JAMB & HEAD COVER PLATE KEYMARK 6063—T6 9 S46086 SILL COVER PATE KEYMARK 6063—T6 10 506862 SDIE REINFORCEMENT — LARGE KEYMARK 6063—T6 11 S06803 STILE REINFORCEMENT — SMALL KEYMARK 6063—T6 12 905A09 ADA PANEL BOTTOM RAIL KEYMARK 6063—T6 13 S46080 EURO FRAME GROOVE COVER KEYMARK 6063—T6 14 S46082 GLAZING BEAD 437 — 562 KEYMARK 6063—T6 15 S46084 GLAZING BEAD 1.250 KEYMARK 6063—T6 16 00598N FLASH XXL DOOR HINGE SET GIESSE 17 00599 HINGE COVERS GIESSE 18 00591 HINGE PRELOAD PLATE GIESSE 19 BOTTOM EX7ENSION HOPPE 20 MIDDLE EXTENSION HOPPE 21 TOP EXTENSION HOPPE 22 MORTISE FLUSHBOLT HOPPE 23 HANDLE & TRIM SET HOPPE 24 LOCK CYLINDER & THUMB TURN HOPPE 25 p7D12D13eSWH HOOK LATCH STRIKE PLATE HOPPE 26 p7012Ol IeWLD LATCH & DEAD BOLT STRIKE PLATES HOPPE 27 p70l XXX—SBR SHOOT BOLT REINFORCING PLATES HOPPE 28 p103I1—SPACER SHOOT BOLT REINFORCING SHIM HOPPE 29 1900908 10 MM STANDARD ROD GUIDES HOPPE 30 8787443 30 MM FLUSH BOLT ROD LOCK HOPPE 31 10 MM FLUSH BOLT ROD 6063—T5 32 10 MM FLUSH BOLT ROD HOPPE 33 p70l2OlOeWSB SHOOT BOLT STRIKE HOPPE 34 WA2L WEEP HOLE COVER ENGINEERING 35 905-VX-25 JAMB ANCHOR COVER MOR-X PLASICS PVC 36 1445 SNUBBER DRIVE ADVANTAGE MFG. 39 TP1045 N7 GLAZING MNYL TEAM PLASTICS 85 DUROMETER 40 905VP-21 RAMP BLOCK 41 90003-1 WEATHERSTRIP LAUREN MFG. 75 DUROMETER 42 4-2709 WEATHERSTRIP LAUREN MFG. 75 DUROMETER WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. I r 5/8' MIN. EDGE DISTANCE EDGE DISTANCE 1 7/16" MIN. lI EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR # 14 WOOD SCREW EXTERIOR #10 WOOD SCREW BACKER ROD - & APPROVED SEALANT WOOD FRAMING - OR 2X BUCK #14 WOOD BY OTHERS / SCREW 1/4' MAX. 1I—�L`� SHIM SPACE 1 7/i 6' MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE eA VERTICAL CROSS SECTION WOOD FRAMING OR2xBUCKWSTALLATKIN STANDARD FRAMEAND SILL SHOWN HIGH RAIL FF MEAND ADA SILL SIMILAR 1 7/16" MIN. EMBEDMENT 5/8" MIN. _ EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR #14 WOOD SCREW 1/4" MAX. SHIM SPACE " MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE VERTICAL CROSS SECTION \ A/WOODFRAMINGORZKBUCKINSTALLATION HIGHRAIL FRAME MMADA SAL SIMIAR RLNSIONS OESCRIPNON I OKE I MPR D REVISED PER NICK REOUIREMENTS 1 12/06/17 1 R.L. [ 1MAX. SHIM SPACE FT�l INTERIOR EXTERIOR `— BACKER ROD & APPROVED SEALANT e8B JAMB INSTALLATION DETAIL wo6DFRAMLVGoR2xBuGKP✓STALLAT10N NOTES: 1.INTERIORAND ExTERIORF/NISNES, BYOI11ER8, NOTSHOWNFOR"ilY. P. PERIMETERANDJO/MSEAWNFBYOTHERSTOBE DESIGNED IN ACCORDANCE WIT H AST M E2112 SIGNED. IPV62017 WinDoor7500 Sl I? INCORPORATED a. uux. mvw.V..10. SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ INSTALLATION DETAILS MwN: D•4'G NO. AEV .L. 08-01632 D "E NTS a°� 06/06/12 IsN-8 OF 15 Luis R. Lomas P.E. FL No.: 62514 5/8" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR MIN. EDGEGE D DISTANCE 1/4" MAX. SHIM SPACE #14 SMS OR SELF DRILLING SCREW INTERIOR 5/8" MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS INTERIOR CI STRUCTURE BY OTHERS #10 SELF � #14 SMS OR DRILLINGLjj' SELF DRILLING SCREW SCREW BACKER ROD #14 SMS OR & APPROVED 1/4" MAX. SELF DRILLING SEALANT SHIM SPACE SCREW METAL BACKER ROD STRUCTURE & APPROVED BY OTHERS SEALANT 1/4" MAX. SHIM SPACE 5 8" MIN. META BYEDGE DISTANCE STRUCTURE) OTHERg VERTICAL CROSS SECTION 5/8" MIN. METAL STRUCTUREJNSTAILAT70N EDGE DISTANCE STANDARDFRAME WITHADA SILL SHOWN A HIGH RAIL FRAME WITHADA SILL SWL4R eVERTICAL CROSS SECTION 9 METAL STRUCTURE INSFA(LAT10N NOTES. STANDARD FRAMEAND SfLL SHOWN MEfl/ORAN0 E70TflA7R FINISHES, BYOTNEfl$ HIGH RAIL FRAMEANDADA BILL SIMILAR NOT SHOWN FOR CITERY.2.PER/METERANDJO/NTSEALANTSYOTHERSTOSE RENSIONS REV DESCRIVIION W/E MPRWED 0 REVISED PER NEW REOUIREMENTS 12/06/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR L BACKER ROD & APPROVED SEALANT eJAMB INSTALLATION DETAIL 9 METAL STRUCTUREINSTALLA77ON D7''� 7500 ANSTRBDAMDRNR oor ORLpNDO, FL 32832 PORATTM == v SERIES 9050 TERRACE OUTSWING DOUBLE DOOR - IMPACT - HVHZ INSTALLATION DETAILS 1� NTS lmrz 06/06/12 15H� 9 OF 15 1 SIGNED: 12/06/2017 Luls R. Lomos P.E. FL No.: 62514 2 1/8" MIN. 1 1/2" MIN 1/4" SEPARATION EDGE DISTANCE TAPCON CONCRETE/ •. a - '- MASONRYa • BY OTHERS ^! n 1 i/4" MIN. OPTIONAL -EMBEDMENT _L X BUCK SEE NOTES SHEET ET I BACKER ROD lJ SHIM SPACE & APPROVED SEALANT Q 1/4" TAPCON #10 WOOD SCREW BACKER ROD & APPROVED SEAU+NT "RIDINTERIOR OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 TlSL I CONCRETE/ MASONRY BY OTHERS BACKER ROD & APPROVED LLl SEALANT III IIIIL�JJIII Q 1/4" TAPCON OPTIONAL X BUCK SEE NOTES 3-7 1/4" MAX. SHEET 1 SHIM SPACE 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY e' BY OTHERS VERTICAL CROSS SECTION 1 1/2" MIN. A 10 ASISTAL N EDGE DISTANCE STANDARD FRAMEAND SILL SHOWN RENSIDNS Rn Dsscwvnox mre .wRRo�rtn D REVISED PER NEW REQUIREMENTS 12/06/1] R.L. CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS EMBEDMENT OPTIONAL 1X BUCK SEE NOTES 3-7 'v SHEET 1 1/4" MAX. SHIM SPACE 1/4- TAPCON INTERIOR 2 1/8" MIN ° o SEPARATION s �.... o F MIN.N. EDGE DISTANCE .• EXTERIOR 1/4" TAPCON BACKER ROD & APPROVED 0 1/4" MAX. SEALANT SHIM SPACE JAMB INSTALLATIONDETAIL T 10 CONCROWIASONRYINSTAW7ICN 1 e a 5 a 1 1/4" MIN. e a ' e, _ •' EMBEDMENT NOTES; 1. INTERIORAND EXTERIOR KNISHES, BYOTHERS, a NOTSHOWNFORCLIRITY. •' a 2 PEWMEMBANDJOINTSEillANTBYOTHERSTDBE _ DESIGNED PIACOORDANCEWRHASEWE2112 1 1/2" MIN. EDGE DISTANCE SIGNED: 1210612017 C VERTICAL CROSS SECTION 10 ��%inDoor \R. CONCRETFJMASONRYINSTALLATION • ORA750DAMs1'BRDAMNDOFL 32832DT1TVB \\\\\5 LO'1!'���i STANDARD FRAMEWRHAOA SILL SHOWN INCORPOAATL+D.,:.,.,..., .y�OEN,pF'9s HIGHRAIL FRAMEWRHADAS/MI AR `N� SERIES 9050 TERRACE OUTSWING*• o,.B26�t' *� DOUBLE DOOR - IMPACT - HVHZ - (�tj1/c� INSTALLATION DETAILS y TATE OF •�� DMWN: MG No. RV %O'�S;c(ORIDF; G\��� 08-si fcx�632 D ONAj1E�\\N\ scut M1C NTS 06/06/12 10 OF IS LRCBMMl0YA4P.E faa2 rNODwnD RDIRYlsV4[E xc2]0z+ I9( ebb aWamn Luis R. Lomas P.E. FL No.: 62514 4 4 1/2" 2 15/16" 2 3/i6" 4E- O FRAME HEAD & SILL 1 ALUM/NUM6063-T6.050'THICK HINGESTILE 4 ACTIVE PANEL ALUMINUM 6069-T6.090.7HIGK 4 1/2' OFRAMEJAMB ALUMINUM 6069.76.090'THICK 5 7/8" LOCKSTILE @s INAC77VEPANEL AL UMINUM 6Y16.9-76.090' ?NICK 4 1/8" 3 3/8" 4 1/2" /2" T-0ADA SILL ALUMUVUM 6083-T6.090'THICK 2 3/4" 4 1/16" LOCK STILE 6 ACTIVEPANEL ALUMINUM6 715.090'7HICK OILTOP & BOTTOM RA 7 ALUMINUM OW-76.090'THICK 2 3/4"'-1 7/16" --I�-.----II 1 1/4" T 1 1/2" 3/4" 'NIL 7 11/16" 1 3/16 1 1 1/�—� 1 1/�— � 3/4 L ADA BOTTOM RAIL GLAZING BEAD 15 GLAZING BEAD @JAMB vc HOnRi —THICK COVER12 ADAPTER 14ALUMWUM 6W.9-76.050-THICK ALa UMINULfSOL T6.05V THICK 35 ALUMNUM 6069-7E.080'THICK 1 1/4"-r--1 I 3/g 1/4" V —T T-- STRUTCOVER THERMALSTRUT 49 WDUROMETERI 0MMI'7H/CK NYLONPOLYAMIDE.07PTHICK RLNSIORS DBMIVRON M E REPROVED REVISED PER NEW REQUIREMENTS 12/06/17 R.L. —j 1 5/ I � 3 1/2` -{ 1,. T— _T 1 1/16- l O HEAD & JAMB COVER PLATE 10 REINFORCEMENTLARGE ALUM/NUM6069.76.070'TNICK ALUM/M/M6004T6f 210-THICK { 1 5/ I� 3 1/2' " I 1 1/16" �F 5/8" Oy SILL in, INFORCEMENT SMALL COVER PLA7EALUMINUM 600S76f 250'THICK ALUMINUM 6069-T 6.090' THICK 7500AMSlR JUd DRIVR W oor ORLANDO. PL 37832 IIVCORPORA'= SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ COMPONENTS R.L. NTS 632 f 11 OF 15 SIGNED: 1PV62017 Luls R. Lomas P.E. FL No.: 62514 7 7/16" ss HIGH TOP 6 BOTTOM RAIL ALUMINNW 605&T6.050'THICK 6" } �^ 2 3/4" — --{ —1 7/16" 1 3/16 J— 67 SILL ADAPTER ASSEMBLY ALUMINUM605. T8.OB0'TN/GK REVISIONS REV DESVRIP10N OATE MPROVEO D REVISED PER NEW REQUIREMENTS 1 12/06/17 R.L. 1 9/16" 72, 7/16" s6SILL ADAPTER FILLER PVC.0501TN(GC W1111JVVL ORLANDO, PL 32932 INCORPORA'= =ro �s — ea1m�eivma SERIES 9050 TERRACE OUTSWING DOUBLE DOOR — IMPACT — HVHZ COMPONENTS DRAWN: DWG NO. REV R.L. 08-01632 D Scut NTS D" 06/06/12 1SHEET 12 OF 15 SIGNED, 12/062017 Luls R. Lomas P.E. FL No.: 62514 RENSIONS RIN DTSORIPDON DATE RPPROVED D REN6ED PER NEW REQUIREMENTS t2/06/1] R.L. 1 3/16" 1 5/16" 7/16" 5/16" SEE DETAIL D SEE DETAIL D SHEET 11 SHEET 1171 l o, m 27 21 25 25 20 17 20 16 16 17 26 26 io 23 m 23 m w n 9 xi i2 \ 0 o n a y p M o a \\\— \ n p M M m HARDWARE LOCATION SEE DETAIL F SEE DETAIL E SHEET 11 FOR STANDARD FRAMEW/TNAOA S/LL SHEET 11 SIGNED: 1210CV2017 HARDWARE LOCATION �77� 7500AMIS 8 AMD]IUVE �IIIININI FORSTANDARDFRAMEAND SfLL Wi nDoOi 0R1LAMO t3M ` J\5 R. LD/z�i��� INCORPORATM �gwum aw.viPdo®c® y.��OEN,Nrll SERIES 9050 TERRACE OUTSWING *�•�N 0,,.,66225511/T DOUBLE DOOR - IMPACT - HVHZ � (iM',!c>.cet4 HARDWARE LOCATIONSTATES OF Ay+ DRnxm: MG rv0. REV �s;cCOR10�; MIDDLE HINGE NOTES: AT MIDPOINT OF FRAME HEIGHT. R.L. OB-01632 D Rc7 Ois/ONALEa�``� IIIIIIIII\P� 1. LOCATE HINGE NTS IM7 06/06/12 s" 13 OF 15 2. LOCATE SNUBBER DRIVE AT 10" MAX ON EACH SIDE OF MIDDLE HINGE. Luis R. Lamas P.E. 1ti2 xnonFORD R01k7fASVDIE xceJD9 4sI-seaaeoD b�sm+� FL No.: 62514 AIII aE`nvoxs qEV o[scgwnox wTE MPIMVEU D REVISED PER NEW REQUIREMENTS 12/06/17 R.L. 76 1/2" MAX FRAME WIDTH -{ --- 1 5/16" 6" 21 25 2O 16 17 26 83 3/8" 23 60" MAX 41 1/16" 19 (DOOR CENTER) 40 7/16" 25 37 7/8" 9 3/4,. 6.. HARDWARE LOCATION HIGHSOTTOMRAIL SIGNED: 1210612017 WIMA SILL AND PANIC BAR 75R Ah4THRDAM 32932DRIVE ` \5 11111L W]11DOOr oxc.nLaDo, eL�z ��� R• L INCORPORATED ��im wmvivdo®cmm ` v •y\�'EN8�9A�� SERIES 9050 TERRACE OUTSWING *-�•/ 0,.61257/1'* DOUBLE DOOR - IMPACT - HVHZ p(ltZ',(cacer HARDWARE LOCATION iC • TAT OF • �` oanwx: owc no. aEv sa u: onTe D8-01632 D /i//S�pNAL1E����� NTS Ofi/O6/12 14 OF 15 LROBERIOLOMA9P.E Luis R. Lomas P.E. II�Kavma MIEWWVRIE'xczlaz+ FL No.: 62514 43F6BaitFo5 riaPemm FEMSIONS 55 32 33 21 1 RLv DESCRIM o�1 -PR— D REVISED PER NEW RED"REMENTS 12/O6/1] R.L. 3/4" MIN. PENETRATION 6 — 5 5 DETAIL D STANDARD HEAD SOLT INSTALLATION 6 3/4" MIN. 6 PENETRATION 5 56 31 33 19 3 DETAIL F ADA SILL SOLT INSTALLATTON SIGNED: 12/062017 'ORLA O FL3MDRIVH �UIIIII!!/ Wl"ORA 0�RIAND0, FI.3aw.vivdov,mccm �D �\V�`V\InE 9�:9iP 3/4"MIN. PENETRATION SERIES 9050 TERRACE OUTSWING*• DOUBLE DOOR — IMPACT — HVHZ cs�m pQ• HARDWARE LOCATION TA/OF ; oRnxw: owc rvo. REV�j�p-S.;ORIO.•G\P�� 55 31 33 19 1 R.L. 08-01632 0 NAjIF�\\\� DETAIL soup NTS mrz 06/06/12 --15 OF 15 1 STANDARD SILL BOLTINSTALLA770M LRDBERLOLONASP.E Luis R. Lomas P.E. 1A'¢45DDDR]FDRDIGWL9VU&wYTOL! FL No.: 62514 aafwofi0v &.ssvm 'wa