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Home My WebLink AboutProduct Approval (3) R5-CE 1VE=Cf NOV 0 5 2019 MIAMI- ADE iv[IAmrr DADE COUNTY ® ST. Lucie County, PermittingP ODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy WinDoor,Incorporated 7500 Amsterdam Drive Orlando,Florida,32832 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "8100"Aluminum Sliding Glass Door w/wo 90° & 135° corner & w/wo Reinforcements APPROVAL DOCUMENT: Drawing No. 08-01172, titled "8100 Series Aluminum 900 & 1350 Corner SGD 4'0 x 12'0 and 5'0 x 10'0 Panels -LMI", sheets 1 through 36 of 36, prepared by manufacturer, dated 01/20/11, with revision C, dated 07/20/17, 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:Large and Small Missile Impact Resistant 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 j followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0715.05 and consists of this page 1, and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. i! REVIEWED FUR",° ( � 1�OA No.17-0822.02 CD1c o 3� )E "'EaDiFation � November 03,2021 i MIAMI1'1 DADE COUNTY / t, 'To LU0V9rdGfMhh`iVovember 09,2017 F1 b 0 Py BOCC Page 1 8 3 E WinDoor,Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0208.01) 2. Drawing No. 08-01172, Rev B titled "8100 Series Alum 9()0 & 135) Comer SGD", sheets I through 13A, 13B, 13C, 13D, and 13E through 30 of 30, prepared by manufacturer, dated 01/20/11 and last revised on 06115115, signed and sealed by Luis R. Lomas,P.E., on 04/07/16. 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 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. NTCL- 210-3643-1 and NTCL-210-3643-2, both dated 01/14/11, and revised and reissued on 07/05/11,both signed and sealed by Gerald J. Ferrera, P.E. (Note: These test reports have addendum letters dated 06/01/2011,issued by National Certified Testing Laboratories Inc., signed&sealed by Gerald J.,Ferrara,P.E.) (Submitted under NDA No. 11-0208.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 51h Edition (2014), prepared, signed, and sealed by Luis R. Lomas, P.E., dated 07/06/15, 03/09/16 and last revised on 04/26/16. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami.Dade Department of Regulatory and Economic Resources (RER). Jorge R.--riasencia,P.F. Pr duct Control Unit Supervisor NOA No. 17-0822.02 Expiration Date: November 03,2021 Approval Date: November 09,2017 E-1 WinDoorLIncorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA). for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" (formerly Vanceva),dated 06/13/14, expiring on 11/11/18. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014), and of no financial interest,dated 06/08/15, signed and sealed by Luis R. Lomas, P.E. 2. Test lab statement,part of the above referenced test reports. 3. Statement addendum letters dated 06/01/11, issued by National Certified Testing Laboratories,Inc. signed and sealed by Gerald J.Ferrera,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0130.12, issued to WinDoor, Inc., for their Series "8100"Aluminum Sliding Glass Door w/wo 901 & 1350 corner & w/wo Reinforcements, approved on 04/19/12 and expiring on 11/03/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-01172, titled "8100 Series Aluminum 900 & 1350 Corner SCID 4'0 x 12'0 and 5'0 x 10'0 Panels - LMI", sheets 1 through 36 of 36, prepared by manufacturer, dated 01/20/11, with revision C, dated 07/20/17, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 51b Edition (2014) and FSC 6th Edition (2017), prepared, signed, and sealed by Luis R. Lomas,P.E., dated 07/26/17. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0822.02 Expiration Date: November 03,2021 Approval Date: November 09,2017 E-2 i WinDoor,Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 17-0712.03 issued to Eastman Chemical Company(MA). for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core", dated 09/07/17, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61h Edition (2017), and of no financial interest, dated 10/10/17, signed and sealed by Luis R. Lomas,P.E. G. OTHERS 1. This NOA revises NOA#15-0715.05,expiring on 11/03/21. i } l { { 1 Jorge M.Plasencia,P.E. Profluct Control Unit Supervisor NOA No. 17-0822.02 Expiration Date: November 03,2021 Approval Date: November 09,2017 E-3 REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF 2014 FBC 5th. EDITION AND 2017 FBC 6th. EDITION, INCLUDING THE HVHZ. 2. WOOD FRAMING/ 1X OR 2X BUCK, 20GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/ 1X �- OR 2X BUCK, 20GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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. 4. 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. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6 .075" THICK. PANEL MATERIAL: EXTRUDED ALUMINUM 6063-T6 .080" THICK. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/-09 WITH LARGE MISSILE IMPACT GLASS. SEE SHEET 22 FOR GLAZING DETAILS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. MAXIMUM 4'0 x 12'0 PANEL SIZE: 51 3/4" x 142 1/16" MAXIMUM 5'0 x 10'0 PANEL SIZE: 63 3/4" x 118 1/16" 9. MAXIMUM D.L.O. SIZE 4'0 x 12'0 PANEL;- 40 1/4" x 132 5/8" (STD. BOTTOM RAIL) OR 129 3/32" (TALL BOTTOM RAIL). 10. MAXIMUM D.L.O. SIZE 5'0 x 10'0 PANEL: 52 1/4" x 109 3/16" (STD. BOTTOM RAIL) OR 105 3/32" (TALL BOTTOM RAIL). SIGNED:10/18/2017 TABLE Of CONTENTS PRODUCT REVISED W111 001: OOAI.ANDO F D>zrv> `��Jig 1R,�OMrL'i, SHEET N0. DESCRIPTION complying with the Florida YY Building Code INCORPORATED Phoec,ul �,r uGENS�c'••.lS��i NOA-No. 17.0822.02 esaraers —w.windootux.mm 1 NOTES .' Expirotlon Da 11/031202'1 No.62614 ' 2 - 13 ELEVATIONS 8100 SERIES ALUMINUM 90' & 135' CORNER SGD ey 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMI B 14 - 18 DESIGN PRESSURE RATING CHARTS M1om product Control NOTES -ti0q ,�LL's 19 - 21 ANCHORING LAYOUT AND NOTES o AwN DYC N0. REV ��Qi( '• STATE OF i 1!/�� 22 — 27 BILL OF MATERIALS, GLAZING OPTIONS AND CROSS SECTIONS TJH 08-01172 C '�FS+'' ORLOP.•'G\�� 28 — 31 INSTALLATION DETAILS SCALE NTS JDATE 01/20/11 SHEEI1 OF 36 ;ONALt� ��` 32 LOCKING HARDWARE LAYOUT LROBERTOLOWS P.E LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVfLLE NO 27023 FL No.: 62514 ' 33 – 36 COMPONENTS 434-688-0608 rfor—O)bba mspernm Ar REVISIONS REV DESCRIPTION DATEAPPROVED 334 7/8" O.A. FRAME WIDTH A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 146 15/16" q.A 166 15/16" O.A. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER C ADDED 5 TRACK SYSTEM 07/20/17 R.L. A 48" MAX. NOMINAL FL9CORNER PANEL WIDTH 41 i 7-1 REINF. ; REINF. p REINF. r G 144TAM ] REINF. A O.A. ♦H£ I A X I X; i X X t X i X I X POCKET.WALLA 142 1/16 UNDER d MAX. SEPARATE A PANEL APPROVAL. TOii ' HEIGHT 23 �- 4 7 - BE REVIEWED a E i ( i G BY AHJ, ii c MAX. D.L.O. 7 i 24 i 7 1 i 25 ti 7 Q SEE INOTE i I i i i i ii 9 SHEET 1 i i i i tl C 7 rE UINTERIO R 4 4 6" TOSLOT SERIES 8100 4`0x 12'0 REINFORCED 2TRACKALUMINUM 90'CORNER SGD '- t1 WEEP EXTERIOR VIEW 3 WEEP SLOT 1" x 1875" SEVENPANELSON2TRACKFRAMESHOWN,UNLMITEONUMBEROFPANELSINUNLIMITED CONRGURATIONS, TYP. LOCATED AT ALL BYPASS OR GO-CORNER,ON2,3,4OR 5TRACK FRAME,WITH OR WITHOUT POCKETS,ARE APPROVED VERTICAL CENTER LINES AS LONGAS INDIVIDUAL PANEL SIZE DOES NOTEXCEED MAXIMUM PANEL SIZE,USES VER77CAL CONDITIONS AS SHOWN AND THE TOTAL FRAME AREA DOES NOT EXCEED 502 SQUARE FEET. EXTERIOR REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNIT WITH SILL RISER#34 SERIES 610(7 4'0 X 12'4 ALUMINUM 90*CORNER SGD DESIGN PRESSURE RATING IMPACTRA77NG DESIGN PRESSURE RATING IMPACTRA77NO REINFORCED 2 TRACK LA YOUT RGE t70.OPSF MissuE MPADr f57.3PSF MISSILE IMPACT FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 14 FOR ADDITIONAL SIZES SEESHEEr 16 SIGNED:10/18/2017 PRODUCT REVISEDj'� '(� 7500AMSrERDAMDRNB 1111 I I 11111 PANEL HEIGHT AND D.L.O FORMULA ascompre gwItl,theFl-Ida WinDM o r ORLUMO,FL32832 ��41c,F-LQ ",, PANEL HEIGHT = UNIT HEIGHT - 7 9/16" B.Ildin Caa .J� •• ,9 NOA-No. 17-0822.02 wcoRPoRATE,D ' � ,;"��m �s, 'VtiGENsfi'••_d1 G MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" Explratlon Dato11103/2021 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4 1/2" 8100 SERIES ALUMINUM 90' & 135' CORNER SGD No 62514 _ by 4'0 X 12'0 AND 5'0 X 10'0 PANELS -- LMI - Hltam Oa roductcontrM 4'0 x 12'0 90' 2 TRACK ELEVATION AND LAYOUT DRAWN: CWG N0. REV �.0�. STATE,OF LU TJH 08-01172 C r�tsSLOtt!OA.•�gyi� scA1�NTS — 61/20/11 SNEET2 OF 36 7joIUAL1�lt�� I_ROBERTO LOMASP.E, Luis R. Lomas P.E. 14321VWOFCRDRDLEWSV2LENC2?= FL No.: 62514 434-668-0609 rflo .gll-pew Ar REVISIONS REY DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 334 7/8" O.A. FRAME WIDTH B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 146 186 15/16" O.A. C ADDED 5 TRACK SYSTEM D7/2D/17 R.L. FRAME WIDTHDTH TO TD CORNER 48" MAX. FRAME WIDTH TO CORNER NOMINAL PANEL 90' CORNER 5 WIDTH /iit REINF. 'REINF. I, REINF, 144" MAX. I REINF. a I POCKET WALL i1 O.A. FRAME ♦ y UNDER HEIGHT X i X i X ii X X i X i �X SEPARATE G 142 1/16 ( j Ii i i APPROVAL. TO ii 5 MAX. 25 i ii i i BE REVIEWED,; H _ PANEL ( E ' _ i F G BY AHJ. tl $ F HEIGHT 4 D _ F _ F _ MAX. D.L.O. i 24 7 i 7 HEIGHT SEE NOTE I 9 SHEET 1 i. I I I I I I i d �J I ________ ' I C D T47-1 WEEP SLOT "I r SERIES 81004'0 x 12'0 REINFORCED 4TRACKALUMINUM 90e CORNER SGD 5 INTERIOR 7 4 EXTERIOR VIEWWEEP SLOT 1" x .1875" EVEN PA NEI S ON 4TRACKFRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, TYP. LOCATED AT ALL BYPASS OR 90"CORNER,ON2,3,40R5TRACKFRAME,WITH OR.WITHOUT POCKETS,AREAPPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SEE DOES NOT EXCEED MAXIMUM PANEL SLZE,USES VER77CAL CONDITIONS AS SHOWN AND THE TOTAL FRAME AREA DOES NOT EXCEED 502 SQUARE FEET. REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNIT WITH SILL RISER 1V34 EXTERIOR DESIGN PRESSURE RATING IMPACT RATNG DESIGN PRESSURE RATINGIMPACT RATING SERIES 8100 4'O x 12'0 ALUMINUM 90°CORNER SGD REINFORCED 4 TRACKLAYOUT ±70.OPSF "ROE ±57.3PSF LARGE MISSILE IMPACT MISSILE IMPACT j FOR MASONRY/CONCRETE AND METAL INSTALLATION FORMOOD INSTALLA77ON f FOR ADD177ONAL SIZES SEE SHEET 14 FOR ADDITIONAL SIZES SEE SHEET 16 SIGNED:10/18/2017 PRODUCT REVISED Wlf]DOOr ORLANDO,FL 0 A10TERDAM DRIVE ��N�IIIIltl R•III LOIII/�4 PANEL HEIGHT AND O.L.O. FORMULA as complying with the Florida \ J\°v„ ...,... PANEL HEIGHT = UNIT HEIGHT — 1 9/16" Building Code INCORPORATEDJNse ;S NOA-No. 17.0822.02 esaorul�os www.vrindootiaccom MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" ? °•, D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" Expiration Data 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD No.62514 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI mi.01-7 product Central 4'0 x 12'0 90' 4 TRACK ELEVATION AND LAYOUT DRAWN: D-NO. REV �i�,(� STATE OF �(/�� _ tC '•.FLORIOP.•'• S TJH SCALE NTS DATE' 01/20/11 OB soeEr32 OF 36 C , sNAfilI.Il L ROBERTO LOMAS AE Luis R. Lomas P.E. 1432 WIDOOFORD RD LEWISVUE,NO 27023 FL NO.: 62$14 494-688-0609 rRomas®10—spe.mm RMIGNS REV DESCRIPTION DATE APPROVED 418 13/16" O.A. FRAME WIDTH A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 183 7/8" O.A 234 7/8" O.A. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER C ADDED 5 TRACK SYSTEM 07/20/17 R.L. A 60" MAX. NOMINAL L90* 90` CORNER PANEL WIDTH /` / 7/7 REINF. REINF, REINF. 'POCKET WALL REINF. . ii UNDER 11♦ I 4- » r► i SEPARATE 118 1/16 B _ X X D {— F I I y APPROVAL. TO p MAX. P8 ¢ I X X 7 — X i X 7 — X BE REVIEWED PANEL 1 I BY AHJ. d HEIGHT 120" MAX, MAX. D.L.O. O.A. FRAME HEIGHT " 0 HEIGHT SEE NOTE i i i ii 10 SHEET 1 d I 6" TO WEEP SLOT 'T SERIES 8100 5'0 x 10'0 REINFORCED 2TRACKALUMINUM 901 CORNER SGD EXTERIOR VIEW WEEP SLOT 1" x 1875" SEVEN PANELS ON 2TRACK FRAME SHOW UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, TYP, LOCATED AT ALL BYPASS OR 99°CORNER,ON2,3,4 OR 5 TRACK FRAME WIM OR WT7HOUT POCKETS,AREAPPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAMEAREA DOES NOT EXCEED 523 SOUAREFEET. REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNrT WITH SILL RISER#34 G DESIGN PRESSURE RA TING IMPACTRAUNG DESIGN PRESSURE RAT7NG IMPACTRATING PANEL HEIGHT AND D.L.O. FORMULA 5 PANEL HEIGHT = UNIT HEIGHT — 1 9/16" �8(?UPSF LARGE +612PSF LARGE MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" L'MISSILE IMPACT MISSILEIMPACT D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" FOR MASONRYICONCRETEAND METAL INSTALLATION FOR WOOD INSTALLA77ON 7 FOR ADDITIONAL SIZES SEE SHEET 14 FOR ADDITIONAL SIZES SEE SHEET IB 7 0 i F W SIGNED:1011812017 7 asRcomplyingwithhthEForida W 'ORLA'NDO ' 500AMS'LERTIAMT?RIVC ,1111119111 Yy 0� ORI.ANDO,FL32832 �� aR;.t +�,j f BUINTERIOR Q Building Cotler INCORPORAZ'E,D Pso,e wrnetatw �J"yGENSg`-.91S1,�i 4 tion»o. S7OE22.o2 F-407.-Z" �mu.wndaeaa�,�om A ExplratlmBeta ll(0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD — No.62514 �^ ey 4'0 X 12'0 AND 5'0 X 1WO PANELS — LMI,wp Miami-Daro uetConvoi 5'0 x 10'0 90' 2 TRACK ELEVATION AND LAYOUT =-0 Ir.^ DRAWN: oWc NO. REV %O STATE OF EXTERIOR ( TJH 08-01172 C i'�S `FL4ptoR•N�\, S—NTS DAM 01/20/11 SHEET4 OF 36 �7� l0NAL1 11`` SERIES 81005Ox10'OALUMINUM 901CORNERSGD taszWooDForDRDOtELOU4Srti&NC 27= Luis R. Lomas P.E. j REINFORCED 2TRACKLAYOUT .R3d-68g-o6pg dbmas®Mlamaspe.rnm FL No.; 62514 REVISIONS REV DESCRIPTION OATS APPROVED 418 13/16" O.A. FRAME WIDTH A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 183 7/8" O.A 234 7/8" O.A. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 60" MAX. A NOMINAL 3 90' CORNER PANEL WIDTH POCKET WALL UNDER SEPARATE 118 1/16 B ~ « N ♦ ~ R ~ ~ R — ~ APPROVAL. TO p MAX 3 — X X 28 -- X X 7 --- X X 7 - X BE REVIEWED j PANEL Q P Q G BY AHJ. n "— 120" MAX. HEIGHT7 6 7 5 O.A. FRAME MAX. D.L.O. HEIGHT HEIGHT SEE NOTE 10 SHEET 1 s" SLOT S To WEEP SERIES 8100 5'0 x 10'0 NON-REINFORCED 2TRACKALUMINUM 90°CORNER SGD EXTERIOR VIEW WEEP SLOT 1" x .1875" SEVEN PANELS CN2TR4CKFR4ME SHOWN,UNLIMITED NUMBER OFPANELS IN UNLIMITED CONFIGURATIONS, TYP. LOCATED AT ALL BYPASS OR 90°CORNER,ONZ3,4ORS TRACKFRAME,WITH ORWITHOUTPOCKETS,AREAPPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOTEXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 523 SQUARE FEET. NONREINFORCED UNIT WITH SILL RISER CTRATI 3 5 PANEL HEIGHT AND D.L.O. FORMUTA DESIGN PRESSURERA71NG IMPACT RATING PANELHEIGHT = UNIT HEIGHT - 1 9/16" +50.OPSF LARGE MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" MISSILEIMPACT D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2„ 7 FOR WOOD,MASONRYICONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 18 7 R SIGNED:10/18/2017 7500 AMS113RDAII W Q 7 W W �00r ORT,ANDO,FL3283D1uVE `\a�111 R;1Lfill, 7 � PRODUCT REVISED B N P s complying with the Florida J\ .• !L/9 Bulhlieg Code INCORPORATED °beO"TJr181ea00 v:'�,1GENSAc'••.S 3 INTERIOR 5 6 NIDA-No. 17-0822.02 Ec.o.atnsas rww.¢ndoe®c�m = A Expl.atloo IDa 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD - No.62514 = 3 Ey 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMI Miami-Da roduet centro 5'0 x 10'0 90° 2 TRACK ELEVATION AND LAYOUT DRAWN: DWG N0. REV %Q.�'•.• 6TA7E OP A/� TJH 08-01172 C %;�S'..(0RIDP. ��2�� EXTERIOR SCALE NTS DATE 01/20/11 s"E"18 OF 36 i�NAL,� SER1ES81005'Ox10'OALUMINUM90'CORNERSGD DFODRLEWISVIU.9 Luis R. Lomas P.E. 14e434-68 ORf1 RD ww@lVI..mp.27029 FL No.: 62514 NON-REINFORCED 2TRACKLAYOUr 4sa-see-oco9 dlartrasQ�lrtomaspe.�om 1 REVISIONS 418 13/16" O.A. FRAME WIDTH REV DESCRIPTION DATE I APPROVED 183 7/8" D.A 234 7/8" D.A. A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 60" MAX. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. NOMINAL FI 90' CORNER I PANEL WIDTH 5 / REINF. 7r REINF. REINF. i POCKET WALL REINF. II _--REIN 1 UNDER SEPARATE 118 1/16 I __ ~ I ~ D I ~ �I F I_ I ~ F I__— I APPROVAL. TO . X X — X X — X X X BE REVIEWED o PANEL MAX. 5 C i 24 i E ;i — 7 F — 7 G BY AHJ. HEIGHT 7 I i 24 7 I 5 ii 120" MAX. MAX. D.L.O. O.A. FRAME HEIGHT I I I I I P HEIGHT SEE NOTE 10 SHEET 1 i i i II 6•' To SERIES 8100 5'0 x 10'0 REINFORCED 4TRACKALUMINUM 90°CORNEA SGD WEEP SLOT I EXTERIOR VIEW WEEP SLOT I" x .1875" SEVEN PANELS ON2TRACKFRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, TYP. LOCATED AT ALL BYPASS OR90"CORNER ON2,3,4OR 5TRACK FRAME,WITH OR WITHOUT POCKETS,ARE APPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWN AND THE TOTAL FRAMEARE4 DOES NOT EXCEED 523 SQUARE FEET. REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNIT WITH SILL RISER#34 DESIGN PRESSURE RATING IMPACTRATING DESIGN PRESSURE RATING IMPACTRATING PANEL HEIGHT AND D.L.O. FORMULA PANELHEIGHT = UNIT HEIGHT — 1 9/16" G ±80.OPSF LARGE ±61.2PSF LARGE MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" 5 MISSILE IMPACT MISSILEIMPACT D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" H --- FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOODL INSTALLATION F FOR ADDMONAL SIZES SEE SHEET 14 FOR ADDITIONAL SIZES SEE SHEET 16 7 F 7 SIGNED:10/18/2017 PRODUCT REVISED Win�oor ORLANDO,FL PJVE ,151R.Lfl//IL''�.� l C D E F e�n`aei�plcod9 with the Florida JA ..._.!Ljq 5 7 4 4 7 NOA-No. 17.0822.02 INCORPORATED ��i00 as , maoorincmm �! �1GEN3F'•.tS INTERIOR ` O Expiration Date-1110312021 0.82514 8100 SERIES ALUMINUM 90' & 135' CORNER SGD -Z Ey 4'0 X 12'0 AND 5'0 X 10'0 PANELS – LMI r� W lwlami-Dad rodeetCant 5'0 x 10'0 90' 4 TRACK ELEVATION AND LAYOUT � ��Q''•, STATE OF DRAWN: 1110 NO. '• F(ORI W n?!`--`O C !i�cSs f• - C1 TJH 08-01 172 EXTERIOR SCALE NTS DATE 01/20/11 -EL76 OF 36 ry/if SERIES 810050x 10'DALUMINUM 90°CORNER SGD L ROBERTOLOMASPe Luis R. Lomas P.E. REINFORCE047RACKLAYOUT N32WOODFORDRDLEWSVILLE,NC27023 FL No.: 62514 434.688-0609 d0Mm Ohlamaspemm REVISIONS 41B 13/16" O.A. FRAME WIDTH REV DESCRIPDONDATE APPROVED 183 7/B" O.A 234 7/8" O.A. A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER B ADDED.CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 60" MAX. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. NOMINAL 90' CORNER r PANEL WIDTH 5 7 POCKET WALL-� UNDER SEPARATE R 118 1/164-4- N ♦ ~ R ~ ~ R _ ~j APPROVAL. TO MAX 25 -- X X 5 — X X 7 — X X 7 X BE REVIEWED PANEL (,I P R G BY AHJ. A 120" MAX, HEIGHT 7 — 26 — 7 O.A. FRAME MAX, D.L.O. p HEIGHT HEIGHT SEE NOTE l 10 SHEET 1 6" TO SERIES 8100 FOX 10'0 NON-REINFORCED 4TRACKALUMINUM 90e CORNER SGD WEEP SLOT EXTERIOR VIEW WEEP SLOT 1' x .1875 SEVEN PANELS ON 2TRACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGUIIATIONS, TYP. LOCATED AT ALL BYPASS OR 90"CORNER,ON 2,3,4 OR 5 TRACK FRAME,WITH OR WITHOUT POCKETS,ARE APPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SPE,USES VERTICAL COND/T10NS AS SHOWN AND THE TOTAL FRAME AREA DOES NOT EXCEED 523 SQUARE FEET. NON-REINFORCED UNIT WITH SILL RISER S'33 DESIGN PRESS URE RA TING IMPACTRATING PANEL HEIGHT AND D.L.O. FORMULA PANEL HEIGHT = UNIT HEIGHT - 1 9/16" G ±50.OPSF LARGE MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" 5 MISSILE IMPACT D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" FOR WOOD,MASONRY/CONCRETEAND METAL INSTALLATION 5 R FOR ADDITIONAL SIZES SEE SHEET 18 7 R 7 SIGNED:10/18/2017 PRODUCT REVISED7500 AMSTERDAM DRIVE \'ii1i1i1111 ', 1 O N P R as complying with the Florida WinDoor ORLANDO,FL 32832 �.�J\$R:.L 0:.,4tp/I17l $ 7 6 5 7 Building Godo INCORPORATED p"°"'�m.aDa�m ; �,:•'`iC.ENSF''•:s INTERIOR NOA-Na. 17-0822.02 r�^m.est.rsos vvwacaiudeurinccom Expiration Date 11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD - No.62514//�� `--_ _ 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMIL W IBVlyom DIf ade ductdontroi 5'O x 100 90 4 TRACK ELEVATION AND LAYOUT mob' 0: DWG NO. DRAWN: ftEV �p0�•'•. STATE OF :•<11�� ll! :"tOR10'TJH EXTERIOR scaE NTS wrE 01/20/11 06 sOEET72 OF 36 C ''��Si,�ONALi1",�� SERIES 81005'0x10'OALUMINUM 90°CORNER SGD L ROBERTO LOMAS P.E. Luis R. Lomas P.E. NON-REINFORCED 4 TRACKLAYOUT 1432 WOODFORD RDLEMSVILLE NO27023 FL ND.: 62514 434-688-0609ftmasOmamaspe.can RE'lrS10N5 332 5/8" O.A. FRAME. WIDTH REV PESCRVRON DATE APPROVED 146 7/8" O.A 185 3j4" O.A. A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. FRAME WIDTH TO CORNERFRAME WIDTH TO CORNER B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. A 48'* MAX. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. NOMINAL 3 135' CORNER PANEL WIDTH REINF. i 1 REINF. i REINF. REINF. i I 142 1/16 «1 ± ii » POCKET WALL ' N i X X UNDER PANEL i SEPARATE HEIGHT APPROVAL. 7 3 — I� F ° BE REVIEWED 7 i I 7 I — BY AHJ. 144" MAX. C I J C 1 G. G O.A. FRAME MAX. D.L.O. 27 — P4 — i 7 — i 5 — 5 HEIGHT HEIGHT SEE NOTE i i i i YYY 9 SHEET 1 i F t i 7 C 6"TO 7 WEEP SLOT C F 7 WEEP SLOT 1" x .1875' SERIES 8100 4'0 x 12'0 REINFORCED 2TRACKALUMINUM 135°CORNER SGD g 7 p J TYP• LOCATED AT ALL EXTERIOR VIEW VERTICAL CENTER LINES SEVEN PANELS ON 2TRACKFRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS 3 INTERIOR 4 4 QQA BYPASS OR 135°CORNER,ONZ 3,4 OR 5 TRACKFRAME,WITH OR WITHOUT POCKETS AREAPPROVED A QP AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS 3 AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 499 SQUARE FEE7. REINFORCED UNIT WITH SILL RISER S34 REINFORCED UNIT WITH SILL RISER#34 EXTERIOR DESIGN PRESSURE RATING IMPACTR4TINGSERIES 8100 4'0 x 12'0 ALUMINUM 135°CORNER SGD DESIGN PRESSURE RA7rNG lMPACTRA7YNG REINFORCED 2 TRACK LAYOUT t70.0PSF LARGE L4RGE MISSILEIMPACT t57.3PSF MISS AROELE ACT FOR MASONRYJCONCRE7EANDMETAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEESHEET 15 FOR ADDITIONAL SIZES SEE SHEET 17 SIGNED:1011612017 PRODUCT REVISED WlYlDoor oDTDA3t1,FL 32332 \`�t11iRILOrrr/ as ng with the FloHda buildinglding Code oda It4CORPORATED mmoam.�.srsaa 4'`� NOn-Ho. i7-0822.02 mramasos vmmwindoozinc.wm v' Gt F"•cS1�: Explrallon Nato 11/03/2021 8100 SERIES ALUMINUM 90' & 135` CORNER SGD No 626626-14 by r� rt 4'0 X 12'0 AND 5'0 X 10'0 PANELS - L Miamh8a6 AtaotConW 4'0 x 12'0 135' 2 TRACK ELEVATION AND LAYOUT DRAWN: DWO N0. REV "�T•, TATE P �,�� PANEL HEIGHT AND D! O. FORMULA 7JH 08-01172 E fi PANEL HEIGHT = UNIT HEIGHT — 1 9/16" 'SSS..•••...• C��• MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2' GALE NTS OiJ2O/11 E�8 OF 36 �r,rONAt1�, i D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" LROBERTOLOMASP.E. tuts R, Lomas P.E. 1432 KMDFORD RD LEWISVIUE,NC270Y3 FL No.: 62514 4?46No-0G09 rPamas(frlomaspe.mm ! II I REVSIONS 332 5/8" O.A. FRAME WIDTH REv DESCRIPTION DATE APPROVED 146 7/8" O.A 185 3/4" O.A. A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 48" MAX, C ADDED 5 TRACK SYSTEM 07/20/17 R.L. rNOMINAL f/ WIDTH 1 135' CORNER 5 / I I/ i// i r REINF. i 1 / EINF. / i REINF. i/REINF. IPOCKET WALL 142 1/16 4- y * * UNDER MAX. X i X X ii X { X X i ix SEPARATE PANEL j i i i iAPPROVAL. TO HEIGHT , i i BE REVIEWED 144" MAX. C i J — F — j G BY AHJ. O.A. FRAME I D 24 F HEIGHT _— -- -- MAX. D.L.O. 25 i 4 � HEIGHT SEE NOTE i 9 SHEET 1 i ii i i 5 5 AI I r/ \ F 7 6" TO WEEP SLOT WEEP SLOT t" x .1875" SERIES 8100 4'0 x12'0 REINFORCED 4TRACKALUMINUM 135°CORNER SGO F TPP. LOCATED .1 ALL EXTERIOR VIEW I C D 7 VERTICAL CENTER LINES IM PANELS ON4TRACKFRAME SHOWN,UNLIMITED 14UMBEROFPANELS INUNLIMITED CONFIGURATIONS , 5 7 4 4 BYPASS OR 735`CORNEFI ON2,3,4 OR 5 TRACK FRAME,WITH OR WITHOUT POCKETS,ARE APPROVED INTERIOR AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWNAND THE TOTAL FRAME AREA DOES NOT EXCEED 499 SQUARE FEET \OQ 7 REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNIT WITH SILL RISER#34 (GQ DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF LARGE ±57.3PSF LARGE EXTERIOR MISSILE IMPACT MISSILE IMPACT SERIES 8100 4'0 x 12'0 ALUMINUM 135°CORNER SGD FOR MASONRYICONCRETEAND METAL INSTALLATION FOR WOOD INSTALLATION REINFORCED 4 TRACK LAYOUT FOR ADDITIONAL SIZES SEE SHEET 15 FOR ADDITIONAL SIZES SEE SHEET 17 �Y�� 7� SIGNED:10118/2017 PRODUCT ROImD1yi 9wl�the Florida VV inDo0� ORLANDO,FL 328322 ,.� S RLo/Lj�''•, Bulidin9 Code P6me'°iA6r9t0o NOA-N 17-0822.02 CORPORA'TED FvcWiAB1A505 we .iadoore—em �:•' J F•'-� �' rxpimtion Da 1/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD No.62514 By 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI *1 *^ Mumma Da rodactCentral 4'0 x 12'0 135' 4 TRACK ELEVATION AND LAYOUT ' STATE DRAWN: FRON0. REV �0 0 .;4U-Z PANEL HEIGHT AND D L.0 FORMULA TJH 08-01172 C s c ..FLOFIUP':'G� MAXIMUMED.L.OGHEIGHT NIT PANEL HEIGHT 9/19 1/2" SCwR NTS 'ATE 01/20/11 1 sHEET9 OF 36 S,�NAjj"', D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" L ROBERTO LOMAS P.E 1432 WOODFORD RDLEWISVILLE,NC27023 Luis R. Lomas P.E. 0634-bee-0609 ft—O SPO—W FL No.: 62514 41 REVISIONS REV DESCRIPTION DATE APPROVED 418 13/16" O.A. FRAME WIDTH A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 163 15/t6" O.A 234 15/16" O.A. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 60" MAX. FA NOMINAL 135' CORNER I PANEL WIDTH i i REINF, REINF. i REINF7i i REINF. POCKET WALL if UNDER 118 1/16B _ « D i 4. ii F i _ ~ ~ F _ ~ SEPARATE X X X i X X APPROVAL TO 7 d MAX. 23 24 it PANEL C i J �i i C i i G BE REVIEWED HEIGHT 7 — — — — BY AHJ. 24 7 5 1 MAX. MAX. D.L.O. O.A.A. FRAME HEIGHT HEIGHT SEE NOTE 10 SHEET 1 i I i i i f ii G WEEP SOLOT-�I SERIES 8100 5'0 x 10'0 REINFORCED 2TRACK ALUMINUM 135°CORNER SGD F WEEP SLOT 1" x .1875 EXTERIOR VIEW 7 TPP. LOCATED .1 ALL SEVEN PANELS ON 2TRACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, C VERTICAL CENTER LINES BYPASSOR 135°CORNER,ON2,3,4OR 5TRACK FRAME,WITH OR WITHOUT POCKETS,AREAPPROVED 7 AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USESVERTICALCONDITIONS Q. AS SHOWN AND THE TOTAL FRAME AREA DOES NOT EXCEED 523 SQUARE FEET. C 7 7 (� REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNIT WITH SILL RISER#34B D J INTERIOR DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING 3 4 4 ` A ! t70.OPSF LARGE LARGE MISSILE IMPACT f8i.2PSF MISSILEIMPACT 23 FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 15 FOR ADDITIONAL SIZES SEE SHEET 17 EXTERIOR 1 i SERIES 8100 5'0 x 10'0 ALUMINUM 135°CORNER SGD REINFORCED 2 TRACK LAYOUT SIGNED:1011812017 � PRODUCT REVISED ��r/T y 7500 AMSTERDAM DRIVE 1``Oj111111fI/� ' plying with the Florida inDoo ORLANDO,FL32832 ,\I VrJ 'LO�J - Building Coda P."_�,,al, : ...............q NOA-No. 17.0822.02 INCORPORATED F-9 .VILM5 wmt.windoodncoom >!. VcENSF'•.S PANEL HEIGHT AND D.L.O. FORMULA Expiration b 1/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD — No.62614 ` PANEL HEIGHT = UNIT HEIGHT — 1 9/16" ey 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" miamw roductContro 5'0 x 10'0 135' 2 TRACK ELEVATION AND LAYOUT D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" STATEOF DRAWN: DWI;N0. REV TJH 08-01172 "••"'�``' SCALE NTS DATE 01/20/11 SHEE110 OF 36 /�iS�/1 L ROeERTO LOMAS RE. Luis R. Lomas P.E. 1432WOODFORORDLEWISVILLF-NC27023 FL No.: 62514 434-688.0609 ilkmesOManavocum 41 REVISIONS REV DESMPION DATE APPROVED 418 13/16" O.A. FRAME WIDTH A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 183 15/16" O.A 234 15/16" OA. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 60" MAX. H NOMINAL 135' CORNER PANEL WIDTH 5 REINF. I REINF. REINF. POCKET WALL II I Ii I I I REINF. UNDER I SEPARATE o 116 1/16 1 4. D ~ ~ F i '� i i y APPROVAL. TO it X I X — X X --- X I X --- X it MAX. 25 24 7 7 I BE REVIEWED II PANEL (� j i J — F i_— i G — BY AHJ. d HEIGHT — 7 I I 5 I� 120" MAX. MAX'. D.L.O. 7 i i 24 i i U OA. FRAME HE SEE NOTE HEIGHT 10 SHEET 1Al 0/1 H I 6 To WEEP SLOTI SERIES 8100 5'0 x 10'0 REINFORCED 4TRACKALUMINUM 135°CORNER SGD WEEP SLOT 1" x .1875" EXTERIOR VIEW \ F TYP. LOCATED AT ALL SEVEN PANELS ON2TRACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, T VERTICAL CENTER LINES BYPASSOR 136*CORNEFLON2,3,4OR5TRACKFRAME,WITH OR WITHOUT POCKEM ARE APPROVED - AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWN AND THE TOTAL FRAMEAREA DOES NOT EXCEED 523 SQUARE FEET ' REINFORCED UNIT WITH SILL RISER#34 REINFORCED UNIT WITH SILL RISER A'34 I C D J ] 5 4 4 24 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING INTERIOR LARGE LARGEF ±70.OPSF MISSILE IMPACT ±61.2PSF MISSILEIMPACT \QP ] FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 15 FOR ADDITIONAL SIZES SEE SHEET 17 EXTERIOR 1 SERIES 8100 5'0 x 10'0 ALUMINUM 135°CORNER SGD I REINFORCED 4 TRACK LAYOUT SIGNED:10/18/2017 PRODUCT REVISED WinDOOY ODRLANDO,FLAMSTERDAM32 DRTVE os complying with the Florida Cade Bulldin •' ! NOA-No. '17.0822.02 INCORPORATED ,e,¢si Wmw,mmdoorivcmm �,-''1?CENS�''• Expiration Do 03 0218100 62514 8100 SERIES ALUMINUM 90' & 135' CORNER SGD - • PANEL HEIGHT AND DLO FORMULA By 4'0 X 12'0 AND 5'0 X I WO PANELS - LMI mlaml-Oa roduot...tro 5'0 x 10'0 135' 4 TRACK ELEVATION AND LAYOUT PANEL HEIGHT = UNIT HEIGHT - 1 9/16" - a, . j LL/� MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" DRAVN: Dwc ND. REI 'Oct stgreor tv� ' D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" TJH 08-01172 C -Z D.L.O. scaLE NTS °ATE 01/20/11 sREcrtl OF 36 Ili,ZONAL1E?`� ifilk L ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R.FL NoLP.E. omas as PP I 434-688-0609 rflomasVIdompspB.mm t 1 REVISIONS 418 13/16" O.A. FRAME WIDTH REV DESCRIPTION DATE APPROVED 183 15/16" O.A 234 15/16" O.A. A PER DADE LETTER DATED MARCH 21, 2011 03/24/11 R.L. FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 60" MAX. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. A NOMINAL --------- 23 135' CORNER PANEL WIDTH 118 1/16 POCKET WALL d MAXP EL UNDER p �► ♦ '� R » R ♦ SEPARATE II HEIGHT -- X X 6 -- X X 7 --- X X 7 -- X APPROVAL. TO pit Q Q G BE REVIEWED j 120" MAX. BY AHJ. d O HEG�ME MAX. D.L.O. HEIGHT SEE NOTE 10 SHEET 1 ji G Tm -------------- 6" ----- —6" TO L WEEP SLOT I SERIES 8100 5'0 x 10'0 NON-REINFORCED 2TRACKALUMINUM 135°CORNEA SGD R WEEP SLOT 1" z .1875" EXTERIOR VIEW TYP. LOCATED AT ALL SEVEN PANELS ON 2TR40KFRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS, 7 VERTICAL CENTER LINES BYPASS OR ISS-CORNER,ON2,3,4OR 5TRACKFRAME,WITH OR WITHOUT POCKETS,ARE APPROVED G' AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE USES VERTICAL CONDITIONS 7 AS SHOWN AND THE TOTAL FRAME AREA DOES NOTEXCEED 523 SOUARE FEET. R O7 �Q` NON-REINFORCED UNIT WITH SILL RISER#33 B 7 N O .� DESIGN PRESSURERA77NG IMPACTRATING 3 INTERIOR 6 8 0 LARGE A t50.OPSF MISSILEIMPACT 3 FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 18 I EXTERIOR SERIES 8100 5'0 x 10'0 ALUMINUM 135°CORNER SGD NON-REINFORCED 2 TRACK LAYOUT SIGNED:10/18/2017 PANEL HEIGHT AND D.L.O. FORMULA7500 AMSTERDAM RIVE ` 1` I I " PANEL HEIGHT = UNIT HEIGHT — 1 9/15" PRODUCT REVISED Win.DOOZ ORLANDO PL 328322 .'�\J�.S LO7Lj'��i -as complying with the Florida .••'- q MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT — 9 1/2" sagdlag code INCORPORATED Svc a01'181'B'00 �.:'1-�CENSE'•,(S D.L.O. WIDTH = NOMINAL PANEL WIDTH — 9 1/2" Now-No. 17-0822.02 r¢�rc.atmos vmw.wodoovnctom Exphatlon Data 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD — No.62514 _ By 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI M12rin" ad roauctOuntrol 5'0 x iD'0 135' 2 TRACK ELEVATION AND LAYOUT ��• Of� Q STATE OF C[/� DRAWN: DWG N0.TJH OS-01172 RC i�(�s'• COR40P-. G�a� SCABNTS °A� 01/20/11 g'EE12 OF 36 �0NAL.`�1�`� L ROBERTO LOMAS AE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVRIE,NC27023 FL No.: 62514 434-668-MO9 rfl—woblo—pe.owe REVISIONS REV DESCRIPTION DATE APPRWEO 418 13/16" O.A. FRAME WIDTH A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 183 15/16" O.A 234 15/16" O.A. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/16 R.L. , FRAME WIDTH TO CORNER FRAME WIDTH TO CORNER C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 60" MAX. H NOMINAL 25 135' CORNER PANEL WIDTH n ij i ii �i 77 POCKET WALL ii UNDER SEPARATE tl 118 1/16 I ~ ♦ N « ~ R _ ~ ~ R _ ~ APPROVAL. TO Ii MAX. 5 — X X 6 - - X X 7 X X BE REVIEWED iI PANEL (I O _ R _ G BY A! HEIGHT II 120 MAX. MAX. HEIGHT I' D.A. FRAME HEIGHT SEE NOTE I p 10 SHEET 1 6" To 5 WEEP SLOT SERIES 8100 5'0 x 10'0 NON-REINFORCED 4TRACKALUMINUM 135°CORNER SGD EXTERIOR VIEW R WEEP SLOT 1" x .1875" SEVEN PANELS ON27RACK FRAME SHOWN,UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURA TIONS, 7 TYP. LOCATED AT ALL BYPASSOR135-CORNER,ON2,3,40R5TRACKFRAME,WTTHORWITHOUTPOCKEMAREAPPROVED VERTICAL CENTER LINES AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE,USES VERTICAL CONDITIONS AS SHOWN AND THE TOTAL FRAMEAREA DOES NOT EXCEED 523 SQUARE FEET. R NON-REINFORCED UNIT WITH SILL RISER X33 I Q N 7 5 7 s s DESIGN PRESSURE RATING IMPACT RATING INTERIOR LARGE Q R t50.OPSF MISSILE IMPACT FOR WOOD,MASONRY/CONCRETEAND METAL INSTALLATION FOR ADDITIONAL SIZES SEE SHEET 18 `U EXTERIOR SERIES 8100 5'0 x 10'0 ALUMINUM 135°CORNER SGD NON-REINFORCED 4 TRACK LAYOUT SIGNED:10/18/2017 y 7500 AMSTERDAM DRIVE PRODUCT REVISED R LO as eomplyin with the Florida �• OO� ORLANDO,FL �J\$••.:...••/Lty Building Cod INCORPORATED, ° �,_,id��c� :'' \cENsF'•,S NOA-No. 17-0822.02 PANEL HEIGHT AND D.L.O. FORMULA Expiration Date !0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD No.62514 = PANEL HEIGHT = UNIT HEIGHT – 1 9/16" By 4'0 X 12'0 AND 5'0 X 10'0 PANELS – LMI MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT – 9 1/2" ldlaml_Dado ae Control 5'0 x 10'0 135' 4 TRACK ELEVATION AND LAYOUT � D.L.O. WIDTH = NOMINAL PANEL WIDTH – 9 1/2" STATE OF DRAWN: CWG N0. REV ••'• ,"' FLORID..'G,1?� SCALE NTS fl'A 01/20/11 08-01172SHEETI3 OF 36 C /SSii,�IAL1�N��• L.ROBERTO LOMAS RE Luis R. Lomas P.E. OODFORD RO LEWISVILLE NC27023 FL No.: 62514 663-0609 r/bmastTP/Mmaspe.0om I REVISIONS RSV DESC"77ON 041[ a;PRMD REINFORCED UNITS.DESIGN PRESSURE CHARTS WITH 4 PER DADS LEITER DATED MARCH 21, 201 03/24/11 R.L 9 ADDED CHARTS FOR WOOD INSTALLATION 06/1$/15 R,L GLAZING OPTIONS A, B, C AND D G ADDED 5 TRACK SYSTEM 07/20/17 R.E. Maximum designm5sufe capacity chart PSF Maximum design pressure ca ac chart PSF� serles8f00Afum,SOD Relnforaed corn erSCD-LMI AYi314-Riser 832 Sorlas8f00AN 90D Relnrar=1 Carnet S6D634 For units Installed In Masanry/Conwete orM etal gruature For unlfsinstelled to Masonry/Convete or Metal structure Hecht mme!Signe NnelVyf<ftt5 tins Ha7gn1 NomGSei Single Panel46idth(tn) (d) 2A0 3&0 36.0 42.0 48.0 540 60.0 �� 24,0 30.0 3&0 420 48.0 5&0 60.0 Pas Nee Fos Meg Fes Kett Fos Neg Pos Meg Pos Neg Pas Nag Pos Neg Pon Nag Pas Neg POs Nag Pas Neg Pas Nag Pos Meg 80.0 45.0 1 105,4 1 45.0 1 105.0 45.0 105.0 45,0 105.0 45.0 105.0 45,0 1D&O 45.0 105.0 80,0 80.0 105,0 80,0 125,0 80.0 105.0 80.0 105.0 $0.0 105.0 80.0 120.0 we 120.0 84.0 45.0 1654 45.0 105.0 45.0 105.0 45.0 105.0 45A 105,4 45.4 105.0 46.0 105.0 84.0 80A tAi.O 80.0 145.0 80.0 1-5.0 80,0 SQ5.4 &LO 105.0 80.0 124.0 80.6 120.0 8&0 45.0 105.0 45.0 105.0 45.0 105.0 46.0 106.0 45.0 105,0 45,0 105.0 45.0 105.0 9&0 80,0 105.0 Bob 105.0 80.0 tOfi.0 80,0 105.0 80.0 105.0 Il 0 115,9 80,0 109.1 98.0 45.0 105.4 46A 166.0 46.4 105.0 45.0 145.0 45A 145.2 45.0 105.0 45.0 105.0 9&0 SpA 105.0 80.0 106. 80.0 505.0 80.0 166. SD.p W.( sox 112.7 80,b 1059 YO&O 45.0 105.0 45A 105.0 45A 105.0 45.0 105.0 45A 100.0 48,0 98.8 45.0 92,3 108.0 80.0 105.0 800 105.0 80.0 105.0 80.0 106.0 80.0 100.0 80.0 98.8 80.0 92.3 ftAO 45.0 105.4 45A 105.4 45.0 145.0 48.0 1032 45.0 913 46.0 920 45.0 85.T 114.4 80.4 105.0 80,0 106.0 8(I.4 145.4 80.0 1032 80.0 93.3 80.0 92.0 80A 85.1 120.0 45.0 105.0 45.0 105.0 46.0 105.0 46.0 97.0 45.0 87.5 45.0 85.0 45.0 80.0 120.0 80.0 105.0 80,0 104.1 80,0 105.6 80,0 97.0 $0.0 87.5 BD.D 86.0 80.0 80.0 12&0 45.4 105.0 46.0 505.0 45.0 103.7 45A 91.4 46.6 824 120.0 80.0 105,0 &l.p 345.0 80.0 103.7 80.0 95.4 80.0 82.4 132.0 45.0 105.0 45.0 105.0 45.0 98.2 46.0 86,5 45.0 77.8 132.0 80.0 105.0 BOA 106.0 80.0 962 eD.D 88.5 77.8 77.8 !3&0 45.0 106.0 45.0 105.0 45.0 93.3 45.0 822 45.0 73.7 - - 738.0 80.0 105.0 80. 105.0 $QO 93,3 80.0 821 73.7 73.7 144.0 45.0 185.0 45.0 1042 45.0 88.9 45A 78,0 4S.p 70.0 144.0 80.0 105.0 80.0 1042 80,0 88.9 76.0 78,0 70.0 l0A -4 - - Maximum design pressure ca achy chart(PSPJ Maximum design pressure capaci chart(PS)q series 8100AIum.SOD Relnforced Corner SCD-LMt x12114"Riser 033 Sertas8t00 Atom.900 Relnforaad Carver SCD-LMt W 3 tt2'Rtser#35 For urrftsinstelled In MOsonry/Conerete or M atol.druature Far Units)nstatied In Mamnry/Conuefe or M eW1 structure Height t4Cnttlal 53gte Pal+ai Vu1dN('n} Height Nminal Shhg's Past Wdth(m) I (in) 240 30A 36,0 42.0 4&0 54.0 60.0 24.0 30.0 3&0 42A 48.0 640 60.0 Pos Meg Fas Meg Pas Nag Fas Neg Pas Meg Pas Nag Pas Neg Pos Meg Pos Neg Aos Neg Pos Meg Pos Meg Pos Nag Pos Neg 80.0 60,0 105.0 60,0 105.0 60.0 105.0 60.4 105.0 60,0 105.0 6010 105.0 60.0 106.0 80,0 100.0 105.0 100,0 105.0 100.0 105.0 100,0 105.0 100.0 105.0 190,0 120.0 100.0 120.0 84.0 50.0 105.0 60.0 105.0 60.0 105.0 60.0 105.0 56.0 105.0 60.0 105.0 60.0 105.0 84.0 SODA 105.0 100.0 105.0 too 105.9 100.0 106.0 tOD.d 145.0 SOQ.O 120.4 100,0 120.0 56.0 60.0 105,0 60,0 105.0 60.0 05.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 105.0 960 100.0 105.0 100.0 105.0 100.0 105.0 100,0 105.0 100.0 105.0 100.0 116,9 100.0 109.1 98.0 60.0 105.01 60,0 105,4 60.0 105.0 1 60.0 SO&0 60.0 Ea.0 60.0 105.0 60.0 105.0 98.0 104.0 105.0 700.0 ID5.01100.0 105.0 100.0 105.0 1 100.0 106.0 100.0 112.7 100.0 1059 10&0 80.0 105.0 60.0 105.0 60.0 105.0 1 60.0 106.0 80.0 100.0 6010 .98.8 80.0 92.3 108.0 100.0 105.0 100.0 105.0 100.0 105.0 10010 10&0 1 100.0 100.4 98.8 98.8 92.3 92.3 t 4.0 60A 705.0 60.0 105.2 60A 145.6 60.0 1 .2 80.0 93.3 60.0 82A 64A 8.5.7 114.0 500.0 105.0 100.0 105.0 1000 106,0 100.0 1612T93.3 93.3 92,0 92,0 85.7 85.7 120.0 fi0.0 105,0 60.0 105.0 80.0 105,0 60.0 97.0 60.0 87.5 fi0.b 88.0 49.0 80.0 120.0 M. 105,0 100,0 106.0 100.0 105.0 97,0 97,0 87.5 87.5 B6.0 66.0 80.0 8D. f 12&0 800 105.0 60,0 165.0 60.2 103,7 60.0 91.9 60.0 82.4 - 12&0 100.0 105.0 100.0 105.0 lODA 103.7 91.4 91.4 82.4 824 if 132.0 60.0 105.2 1.0 105.0 60.0 98.2 60,0 88.5 60.0 77.8 1320 100.0 105.0 100,0 105.0 98.2 962 B4,6 86.5 77.8 77.8 13&0 60.0 106,0 60,0 145.0 60.0 93.3 fi0.0 82.1 60.0 73.7 - 138.0 iDO.0 105.0 100.0 105.0 93.3 93.3 82.1 821 73.7 144.0 80.0 105,0 60.0 1042 6D. 88.9 60,0 7BA 60A 70.0 144.0 SOD.O 105.0 100.0 1042 88.9 889 78.0 78,0 7bA 70.0 1117 SIGNED:10/1812817 0.RomP xl 9 REVISEDDUCT the arlda WinDoor ORLANDO,7500 FL DRIVEAM .\��t111R Lo /rrrrr Bunding Code �� \NS., My f� Non-No. 17.0822.02 INCORPORATED F=4MMA)Ri5 www,windoo+incaom �� t,•,%tiC1=N3�•'•__r�� PANFI HEIGHT ANDD 0 FORMULA Expirati-Out.11103/2021 8100 SERIES ALUMINUM 90' & 135` CORNER SGD No.62514 PANEL HEIGHT = UNIT HEIGHT - 1 9/16" ny /� 4'0 X 12'0 AND 5'0 X 1 D'0 PANELS - LMI D.L.C. _*:. tk MAXI D.L.O. HEIGHT WIDTH = PANEL HEIGHT - 9 112" Mlam F uettontro 90' UNIT DESIGN PRESSURE RATING CHARTS i�17CS 1P *htU D.L.O. = NOMINAL PANEL WIDTH - 9 1/2" STpTEOF 41, DRAwr1: Dwc N0. REY :111'•.1 TJH 08-01172 G ��CCSR''•: �R10P,.•'G, : SCALP NTS DALE 01/20/11 sx66114 OF 36 ltrr,70NA1- L RWERTOL.OWS P.E. Luis R. Lomas P.E. 1432 W000FOR0 RD LEWISVILLE,NC27023 FL No.: 62514 434£68-0600 n7anlaK�Momaspacem REVISIONS REV DESCRIPTION DATE APPROVED REINFORCED UNITS DESIGN PRESSURE CHARTS WITH A PER DACE LETTER GATED MARCH 21, 2011 03/24/11 R.L. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. GLAZING OPTIONS A, 8, C AND D C ADDED 5 TRACK SYSTEM 07/20/17 R.L. Maximum design pressure ca aeity chert(PSF) Maximum design pressure capacity chart(PS Serles8100 Alum.135D Reinforced Corner SGL)-LMI9413/4'Ri9er032 Series 8106A)um.125D Reinforced Corner SGD-LMI w13'Rlser V34 For unitsinstatled in Masonry1conerafa or Metal structure _ For units Installed In Masonry/Concrete or Metal structure HeIgN Nominal SBlg@ Pawl Width(in) Noninel SNIa Panel Width(m) (h) 240 1 30-0 no 420 1 48.0 54.0 1 60.0 }i(in)N 24.0 1 30.0 26.0 1 420 46.0 54.0 60.0 Pas Meg Pas Nag Pas Neg Pas Nag Pas Neg Pas Keg Pas Nag Pas Nag Pas Nag Pas Nag Pas Meg Pas Neg Pas Meg Pos Neg 80.0 45.0 106.0 46.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 80,0 80.0 105.0 80.0 165.1) 80.0 105.0 6010 1051) 80.0 105.0 80.0 106.0 80.0 105.0 84.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 84.0 80.0 105.0 801) 105.0 80.0 105.0 80.0 105.0 80.0 105.0 80.0 105.0 B0.0 105.0 9&0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 101A 45.0 95.5 96.0 80.0 105.0 80.0 106.0 80.0 105.0 80.0 105.0 80.0 105.0 80.0 101A 80.0 95.5 96.0 451) 106.0 45.0 105.0 45.0 106.0 45.0 105.0 45.0 105.0 45.0 98.6 45.0 926 08.0 80.0 105.0 80.0 105.1 Box 105.0 80.0 105.0 80.0 105.0 8010 98.6 80.0 92.6 108.0 45.0 105.0 45.0 106.0 45.0 105.0 45.0 105.0 45.0 100.0 45.0 86A 45.0 80.8• 108.0 80.0 105.0 60.0 105.0 80.0 105.0 90.0 106.0 80.0 100.0 80.0 86A 80.0 80.8 114.0 45.0 105.0 45.0 105.0 461) 105.0 45.0 1032 46.0 932 45.0 80.6 45.0 75.0 1140 80.0 105.0 SD.D 106.0 80,0 105.0 80.0 103.2 80.0 933 80.0 80.6 76.0 75.0 12[1.0 45.0 106.0 45.0 105.0 45.0 105.0 45.0 97.0 45.0 875 45.0 75.3 45.0 70.0 120.0 80.0 105.0 60.0 105.0 800 105.0 8.0 97.0 80.0 87.6 753 75.3 70.0 70.0 126.0 45.0 105.0 45.0 105.0 45.0 103.7 45.0 91.4 45A 824 - 12&0 80.0 105.0 80.0 106.0 BOA 103.7 80.0 91.4 80.0 824 _ 132.0 45.0 106.0 45.0 705.0 451) 962 45.0 86.5 45.0 77.8 1320 80.0 10.5.0 80.0 105.0 80.0 982 80.0 86.5 77.8 77.8 - - - 138.0 45.0 105.0 45.0 106.0 45.0 93.3 45.0 821 45.0 73.7 - 138.0 80.0 105.0 80.0 105.0 80.0 83.3 801) 82.1 73.7 73.7 144.0 45.0 105.0 45.0 7042 45.0 88.9 450 78.0 45.0 70.0 1440 80.0 105.0 80.0 1042 80.0 1 88.9 78.0 78.0 70.0 1 70.0 Maximum design pressure capacity chart(PSF) Maximum design pressure capacitychart(PS[) Series 6100 Alum.135D Reinforced Cofner SGD-LMi w/2714"RIzr033 Serles 6100 Alum.135D Reinforced Corner SOD•LMI W311L"Riser 935 For ualtsinstellod in Masonry/Cancrete or M etal structure For units Installed In Masonry/Concrete or Metal structure FkIgN Nommal Single Panel Width(N) Nominal Single Panal Width(m) F e9N th) 14.0 1 30.0 36.0 1 420 40.0 64.0 60.0 M) 24.0 1 30.0 1 3 1 120 1)8.0 54.0 60.0 Post Neg Pas Neg Pas Neg Pos Neg Pas Neg Pas Neg Pas Meg Pas Neg Pas Neg Pas Nag Pas Nag Pas Nag Pas Nag Pas Nag 80.0 60.0 105.0 fi0.0 105.0 601) 105.0 60.0 105.0 60.0 105.0 60.0 YO6.D 60.0 105.0 80.0 100.0 105.0 100.01 105.0 100A 105.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 105.0 94.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 705.0 80.0 105.0 80.0 105.0 84.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 1D51) 100.0 105.0 700.0 105.0 ' 9&0 60.0 1050 60.0 105.0 60.0 105.0 60,0 105.0 60.0 105.0 60.0 101A 60.0 95.5 96.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 1011) 96.5 95.5 98.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 106.0 60.0 96.6 60.0 926 98.0 100.0 105.0 100.0 105.0 10D.0 105.0 100.0 105.0 100.0 105.0 98.6 98.6 926 92.6 108.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 106.0 60.0 100.0 60.0 86.4 60.0 80.0 10&0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 195.0 100.0 100.0 86.4 86.4 809 80.8 114.0 60.0 105.0 60.0 1051) 60.0 105.0 fi0.0 1032 60.0 93.3 60.0 80.5 M50.075.0 1140 100.0 105.0 100.0 105.0 100.0 105.0 100.0 1032 93.3 933 80.5 80.575.0 75.0 120.0 60.0 105.0 80.0 105.0 60.0 105.0 fi0.0 87.0 60.0 875 60.0 753 120.0 100.0 105.0 100.0 105.0 100.0 106.0 87.0 97.0 675 87.5 75.3 75.3 70.0 70.0 12&0 00.01060.005.0 CUD 103.7 60.0 91.4 60.0 824 - - 13&0 100.0 105.0 100.0 105.0 Y00,0103.7 91A 91.421) 82.4 1320 60.0 106.0 60.0 705.0 80.0 982 60.0 08.5 60.0 77.8 1320 100.0 105.0 100.0 105.0 B82 98.2 B6S 8&5 77.8 77.6136.0 60.0 lao 60.0 105.0 66.0 93.3 60.0 82.1 60.0 73.7 - 138.0 100.0 105.0 100.0 105.0 B33 03.3 621 82.1 73.7 73.7144.0 60.0 105.0 60.0 7042 600 8&9 60.0 78.0 60.0 70.0 - 144.0 100.0 705.0 1W.0 1042 88.9 88.9 78.0 78.0 70.0 70.0 - I SIGNED:10/18/2017 j 7500AMSTSRDAMDRIVS PRODUCT REVISED V``1111111111/i,rrr WinDoor ORLANDO,FL 32832 as cam wlththeFiorida ♦ `1�••'•'•••'•Mq ♦ III Building Cod9e INCORPORATED �0OC 4m.ul.wao v;''�1GENSg •.S i Now-No. 17-0822.02. r-4o+Mu S �vww.mindoodaemm �Y PANEL HEIGHT AND D L.0 FORMULA Explration Date 1!0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGO = No.62514 ' PANELHEIGHT = UNIT HEIGHT - 1 9/16" gy 4'0 X 12'0 AND 5'0 X 1D'O PANELS - LM) - #' #: MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2" Mlaml-vadavauctventral 135' UNIT DESIGN PRESSURE RATING CHARTS D.L.O. WIDTH - NOMINAL PANEL WIDTH - 9 1/2' 'O EIF DRAWN: DWD N0. REV Tn'•, F(OR1OA••'G � SCALE c NTS DATE 01/20/11 08-011SHEET 15 OF 36 C °r/ss,oNAL11, `,, L ROBERTO LOMAS RE Luis R. Lomas P.E-. 1432 WOODFORD RD LEWISVILLE;NC27023 FL NO.: 62514 434-686-0603 tltomas@trlamaspe.aam REWSIGNS REV DESCRIPTION DATE APP MO A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. REINFORCED UNITS DESIGN PRESSURE CHARTS WITH B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 7L --C ADDED 5 TRACK SYSTEM 07/20/17 IRI, GLAZING OPTIONS A, B, C AND D Maximum dWgn pressure ca aci chart I) Maximum dedgii p--ea chart(PSF) rf" SeVIOVA11107.900 Reinforce" 932 Sar/es 0100 Afton.POD Reinforted Corner SOD-LM I v 3-Rjar#34 For units Inshiffed In Wood structure For unft installed in Wo a d structure NO urinal Sngla Panel Width(in) Single 24.0 1 30.0 3aO 420 1 48.0 54.0 90.0 Haight 240 Ndral el VOM(in) Pas I Meg I P 2.. Nag Pas I Meg P.L (in) SAO 60.0 Meg I Pas I Meg Dos -- 00.0 1 Jae 1 42-0 Po:-&TLmv- Pos Neg - AFeg Pas I Meg Pos7-Neg FOS I Nag Pas I Meg I Pas I Meg SAO 46,0 1 105,01 45.0 105.0 45,0 1105.0 45,0 105.0 46.0 1105.0 80.0 80.0 1 105.0 80.0 105.01 80.0 1 105.0 80.0 1 106.0 80.0 1 105.0 Pas. Meg 45.0 105.0 1N 45.0 105.0 45.0 1 106.0 46.0 105.0 45.0 102.0 84.0 00.0 1 106.0 80,0 106.01 80.0 105.0 80.0 106.0 -80.0 1 181(ax-00 940 45.0 1 106.01 .. 1 iNN," 96.0 45.0 1 U6.0 1 45.0 105.0 4" 106.0 45,4 104.8 45.0 1 9.5.5 - 2.0 -4- -464-F-U 4So ea.7 45,0 815 S&P 80.0 105,0 Bell) 105,01 80.0 105.0 80.0 104,8 80.0 95.5 80.0 88,7r- SOX 83.5 98.0 45.0 105.0 1 45.0 105.0 45-0 105.0 5.0 102.1 929 45.0 66.2 45.0 81.0- 9810 80.0 105.0 80.0 106.0 .0 105.0 80.0 102.1 80.0 92.9 80.0 86.2 8010 81.0 106.0 46.0 06.0 45,0 195.0 45,0 101.9 46.0, 903 46.0 1 K0 46.-O -4Tr-fo-a 108.0 -Fro--Ta.-O 80.0 1 SO W.0 101.9 80.0 -T&-6-76--8 70.e 70.6 -:ff. 06.0 46�0 i0s.0 45.0 85Z 45.0 84.5 45.0 76.4 45.0 70.3 45.0 65.6 114-0 80-0 105-0 80-0 105.0 80.0 9576- 0 - 4 8.4 .4 705 70,3 65.6 65.6 -TI4-. -0 11 go.3 ao.D 197 12 -F1-67-N.T 61-2 -6- -72 70 0.0 U.0 04.8 89. 45. 79,4 45,0 71.5 -- 105-0-- 9 0 5 �O 8 5.0 2 -0--i-05 0 8 00 BY 4--7S4 12 T26.0 50- 105-0 46.0 99.1 45.0 a4.D 45.13 74.8 45.0 67A-- -T278-5 80.0 105,0 -R.-O -Wo--FO.4--TO 8--TO_8 -W -T--MY -1 --- 67.4 N4 - 105-0 50-0 99.1 80.0 M 74.8 74.8 -T3-ZO 105,0 45.0 94X 1 45.0 85.4 4975 5.8 -63.77 Z�, -VO.D 05-0 .0- 69.4 76A -0-60 7T0-- 105.0 45.0 59.4 1 45,0 78.4 45.0 67.2 46.0 60.3 1 J7 -t7 1 60.3 - 9- 77-8 12 8 1 63�9 1 63�9 1 57.3 57.3 1-04.0 45A 104.2 45.0 85.3 1 46.0 7Zj- 45�0 603 1 - F 211D I s�- 63.9, 45.0 573 1 1 144,0 80,0 54 3 Maximum design P 'Capa chart UaKh"Un'design pressure Series VIUQ Alum.900 Relar-MMMP&Lh,W 2 714-Riser 033 Series 8100 Alurp.90009.xwnrorcea Corner NV�LM 1.13 112"RJ-036 For unit.Installed J.Wood Structure For units installed In Wood structure No , Single Panel Width(in) Hejqfd 1-"ht Nonfial single Panel Width C.) 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A 60.8 60.8 12MO Be, -90 .2 7000 0 0 042 04 SIJ 4- TBA -T9-0- 126.0 011 99.1 60.0 $4.9 60.0 74.8 ---- - - 132.0 6 - -T26.0 70-0.0 106.0 98.6 98.6 84.4 84.4 74A 74. 67.1 - - 6010 94.0 60.0 BOA "t 70.0 6", 613 B 38 6D.0 1 .0 89.4 1 604 784 10010 105.0 60.0 BOA 80.0 70.4 4d BOA 8-53-1 60-0 _r1_8 bT.;3 57.3 e. - 1 .0 ILJU.0 I IW.b 1 54.5 1 04.6 1 72.4 1 72-4 63.6 610', -FT.D SIGNED.1011812017 PRODUCT REVISED 7500"STERDAMDREVE 11111011,1/ as cornpl&:with the Flo Lo ftilding WinDoor ORIANDO,FL 32832 .......tg -no 17-0822.02 TNCORPORATF-ID FN&,� NoA F-40.4mlsos PANEL HEIGHT AND 121,9, FORMULA E.Piratio.Data 11/03/2021 PANEL HEIGHT UNIT HEIGHT - 1 9/16- 13Y 8100 SERIES ALUMINUM 90' & 135' CORNER SGD x.62514 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMI MAXIMUM 0.L.0, HEIGHT = PANEL HEIGHT - 9 1/2' on-.9w1--t t 90' UNIT DESIGN PRESSURE RATING CHARTS D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" 113 DRAWN: 0, fiTATE OF REV ;11X.- TJH 08-01172 C ............ WALE NTS JDATE 01/20/11 1--16 OF 36 'ON 0\ /11)fill %I, L ROBERTO LOVAS P.E. J432 WOODFORDROLEMSVILL&NG27023 Luis R. Lomas P.E. 434-668-0609 Obinus@19omaspawn; FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED .LREIA PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L- REINFORCED NFORCED UNITS DESIGN PRESSURE CHARTS WITH 8 ADDED CHARTS FOR WOOD INSTALLATION 06/10/15 R.L C ADDED 5 TRACK SYSTEM 07/20/17 R.L GLAZING OPTIONS A, B, C AND D Maximum design pressure capacity chart(PSI-) Maximum design pressure capacity chart(PSF) Series 6100 Alum.135D Reinforced Corner SOD-LM I W 1314'Rlsr 032 Series 8100 Alum.135D Reinforced Cerner SOD-LMI W 3'Riser 034 For units lnstatied In Wood structure For units installed in Wood structure Height WfftwI Sh&Panel VVdh(in) ht" Nnni Tal SWV]e Panel VNdlh(In) (h) 24.0 30.0 36.0 42.0 48.0 50.0 60.0 (�) 24.0 30,0 3 6.0 42.0 46.0 54.0 60.0 Pos Nag Pos Neg Poa I Neg Pas Neg Pos I Neg Poi Ncg Pas Neg Pas T Neg Pas Neg Pas Neg Pon Neg I Pas Neg Pas I Nag Pas Meg 80.0 45.0 105.0 45.0 105.0 45.0 1 105.0 45.0 1D6.0 45.0 1 105.0 45,0 105.0 45.0 105.0 80.0 80.0 1 105.0 80.0 105.0 80.0 105.0 80.0 10,9.01 80.0 105.0 80.0 105.0 80.0 105,0 40.0 45.0 105.0 45.0 105.0 45.0 1 105.0 45.0 105.0 45.0 105.0 45.0 105.0 45.0 102.0 BAD 80.0 105.0 80.0 106.0 80.0 105.0 80.0 105.0 BOA 05.0 80.0 105.0 80.0 1020 96.0 45.0 105.0 45,0 105.0 45.0 105.0 45.0 104.8 45.0 85.5 45.0 88.7 45.0 83.6 96.0 80.0 105.0 80.0 106.0 80.0 105.0 SOL 104.8 60.0 95.5 SOL 88.7 80.0 83.5 08.0 46.0 105.0 45.0 105.0 45.0 105.0 45.0 102.1 46.0 629 45.0 862 45,0 81.0 98.0 800 105.0 80.0 105.0 80.0 105.0 80.0 1021 80,0 929 80.0 662 80.0 61.0 108.0 45.0 105.0 45.0 '105.0 45.0 101.9 45.0 90.3 45.0 81.9 45.0 75.6 45.0 70.6 108.0 80,0 105,0 80.0 106.0 80.0 101.9 80.0 90.3 80,0 819 750 76.6 70.6 70.6 110.0 45.0 106.0 45.0 106.0 45.0 95.5 45.0 84.5 45.0 76.4 45.0 703 46.0 65,6 114.0 80.0 105.0 80.0 105.0 80.0 955 60.0 84.5 76A 76.4 70.3 70.3 65.8 65.6 120.0 45.0 105.0 45.0 104.8 46.0 89.9 45.0 79.4 45.0 71.6 46.0 65.8 45.0 61.2 120.0 80.0 105.0 B00 104.8 60.0 89.9 79A 79.4 71.6 71.6 65.8 65.8 612 612 128.0 450 105.0 45.0 99.1 46.0 84.9 45.0 74.8 45.0 67A 126.0 80.0 105.0 80.0 89.1 80.0 84.9 74.8 74.8 67A 67.4 - - - 1320 46.0 105.0 45.0 94A 45.0 80.4 45.0 70.8 45.0 63.7 1320 80.0 105.0 80.0 94.0 80.0 80.4 70.8 70.8 63.7 fi3.7 - - - 138.0 45.0 105.0 45,0 89.4 45.0 76.4 45.0 672 45.0 803 1380 80.0 1050 60.0 89A 76.4 75.4 67.2 6T2 fi0,3 60.3 - - 144.0 450 1042 45.0 853 46.0 728 45.0 839 45.0 67.3 144.0 80,0 1042 80.0 85.3 728 72.8 63.9 63.9 57.3 573 - - Maximum design pressure capacity chart(PSF) Maxlmum design pressure capacity Chart Series 8100 Alum,135D Reinforced Corner SGD-LMI W2114" '033 Series 8100Alum.135D Reinforced Comer SGD-LMI xd 3111"Rlsr 075 For units Installed In Wood structure For units installed In Wood structure Helght Noninal Shgle Panel VVdth(h) Heght Nbntral Shgla Panel Wdth(tri) (h) 20.0 30.0 350 42.0 48.0r6040 4.0 60.0 (m) 24.0 30.0 36.0 42.0 48.0 SRO 60.0 Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Nog Pos Meg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pas Neg 80.0 600 105.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 106.0 105.0 60.0 105.0 80.0 7000 105.0 VOL 105.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 106.0 100.0 105.0 84.0 66.0 105,0 60.0 105.0 60.0 105.0 80.0 105.0 60.0 105.0 105.0 60.0 102.0 84.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 105.0 IDOL 105.0 100.0 102.0 85.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 104.8 60.0 95.5 88.7 60.0 83.5 080 100.0 105.0 100.0 105.0 100.0 105.0 IDOL 104.8 95.5 955 88.7 88.7 83.5 83.5 88.0 60.0 105.0 60.0 105.0 60.0 105.0 60.0 102.1 60.0 92.9 862 60.0 81.0 98.0 100.0 105.0 100.0 105.0 100.0 105.0 100.0 1021 92.9 92.9 862 662 81.0 81.0 108,0 80.0 105,0 60.0 105.0 60.0 101.9 60.0 90.3 60.0 61.9 759 60.0 •70.8 108.0 100.0 105.0 100,0 105.0 100.0 101.9 90.3 90.3 81.9 81.9 75.6 75.6 70,8 70.6 110.0 60.0 105.0 60.0 105.0 80.0 95.5 60.0 84.5 6D.0 76.4 70.3 60.0 65.6 114.0 IDOL 105.0 100.0 105.0 95.6 95.5 84.5 84.6 76.4 76A 70.3 703 66.8 65.6 120.0 60.0 105.0 60.0 104.8 60.0 89.9 60.0 T9.4 60L 71.6 60.0 65.8 fi0.0 612 120.0 100.0 105.0 100,0 104.8 89.6 89,9 79.4 79.4 719 715 659 66.8 61.2 811 126.0 60.0 105,0 60.0 99.1 60.0 84.9 fi0.0 74.6. 60.0 67.4 126.0 100.0 105.0 69.1 99.1 84.9 84.9 74.8 74.8 87,4 67A - 1320 60.0 105.0 60.0 94.0 60.0 80.4 60.0 T0.8 60.0 83.7 1320 100.0 1(16.0 94.0 94.0 80.4 80.4 711.8 70.8 63,7 63.7 - 138.0 6Q.0 105,0 60,0 89A 60.0 76.4 fi0.0 671 60.0 603 1380 100.0 10.5.0 89.4 88,4 76A 76.4 872 (172 603 603 - 144.0 66.0 1042 60.0 85.3 80.0 72.8 fi0.0 63.9 57.3 57.3 144.0 100.0 1042 85.3 85.3 72.8 72.8 63.9 63.9 57.3 573 - - SIGNED.'10/18/2017 PRODUCT REVISED 7500 WinDoor ORLANDO,FLRDAMrVE �� \1giR-Lp�1t'r'/rr�r • as complying with the Florida � \ Building Code INCORPORATED P°®c4Q1•�' 0 �J'y10EN qS '. NOA-No. 17.0822.02 rs WASU.6 sum kdootiaccom PANEL HEIGHT AND D.L.O. FORMULA Expiration Date 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD - No.62514 ' PANEL HEIGHT = UNIT HEIGHT - 1 9/16" By 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMI MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2° Miami Dad roductControl 135' UNIT DESIGN PRESSURE RATING CHARTS = 0: 0= D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" DRAWN: DMC-No REV '•. STA-rEOF . i T •, TJH 08-01172 C %SSS�OR1... scAIE NTS - 01/20/11 ISHEET17 OF 36 L R08ERTOLDMASPE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,14C27023 FL No.: 62514 434668-0609 r9aruwQ1larasspe.mm REVSIONS NON-REINFORCED UNITS DESIGN PRESSURE CHARTS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MARCH 21, 201 D3/24/11 R.L. WITH GLAZING OPTIONS A, B, C, D, E AND F B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 'C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 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(in) Pas Meg Pas Neg Pas Meg Pas Meg Pas Meg Pas Nag Pas Meg (h) Pas Megag Pas Meg Pas Meg Pas Neg Pas Neg Pos Neg :•.80A:w= 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75•D 60.0 75.0 60.0 75.0 hots, 60.0 75.05.0 60.0 75.0 60.0 75.0 fi6.0 75.0 6D.0 75.0 60.0 75.0 .:.84.0..' 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 760 60.0 75.0 .:840: 60.0 75.05.0 60.D 75.0 60.0 75A 600 75,0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 60.0 75.0 00.0 75A 60.0 75.0 60.0 725 60.0 68.2 98.0:• 60.0 75.05.0 60.0 75.0 60.0 76.0 60.0 75.0 60.0 72.5 60.0 68.2 +.f02A: 60.0 75.0 60.0 76.0 60.0 75A 60.0 75.0 fi0.0 72.1 60.D 66.7 60.0 62.51020. 60.0 75.05.0 60.0 75,0 60.0 760 60.0 721 fi0.060.0 75.0 60.0 76.0 60.0 75.0 60.0 73.9 60.0 67.0- 60.0 61.7 57.7 57.7 108:0.. 60.0 75.075.0 60.0 760 60.0 739 600 67.0 60.060.0 75.0 60.0 75.0 60.0 75.0 60.0 69.1 60.0 62.5 57.5 57.5 53.6 53.6 114.0:. 60.0 75.075.0 60.0 760 60.0 68.1 60.0 625 57.6fi0.0 76A 60.0 75.0 60.0 73.5 60.0 64.9 fi8.8 6866 500 600 ::120.0- 600 75.075.0 60.0 736 60.0 649 58.0 68.8 53.8 53.8 50.0 50.0 Maximum design pressure capacity chart Maximum design pressure capacity chart Series 8100 Alum.WD Non-Re/nforeed Corner SOD-LMIW 3"Riser#34 Series 8100 Alum.135D Non-Reinforced Corner SOD-LMI w73Rlscr#34 For units installed In Wood,Mosonry/Concrete or Metal structure For units installed/a Wood,Masonry/Cancrete or Metal structure ....:....:...:: Noranal Single Panel WMth(In) Nominal Shgle Panel Wdlh(h) Haight +;:::,.24.0lr�:i`:':�_'.:30.0�....::. ..::.:.36.0:>.,. �::>::420>:•::.i�::•�:48.0 .: ....:.:54.0 .. .:;;.;60:01::1-: FIeIgM i':,,24.0::p::n� '3v,0'!.iai::::':34.01::.:-;;`.;::<:420:�'7:.:,:.>.48.0:;:::.'.� '9 .. (h) Pas Nag Pas Meg Pos Neg Pos Meg Pas Meg Pas Meg Pas Meg (h) -Pas Meg Pos Nag Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 75.0 75.0 75.0 75.0 76.0 75.0 76.0 75.0 75.0 75,0 75.0 75,0 75.0 75.0 BbA.:. 75.0 75.0 75.0 75.0 75,0 760 75.0 75A 75.0 75.0 75.0 75.0 75.0 75.0 84.0:: 75.0 76A 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 c•"a::• 75.0 7*1 75.0 75.0 75.0 760 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 96.tr::, 75.0 75.0 75.0 75.0 75.0 75.0 T5.0 75.0 75.0 75.0 725 725 682 882 ::98,0::: 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 72.6 R.5 68.2 68.2 .1020: 75.D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.1 721 66.7 66.7 62S 62.5 ,.f020e 75.0 75.0 75.0 75,0 75.0 75.0 75.0 75.0 721 MI 66.7 66.7 625 825 .•108.0.: 76A 75A 75.0 76.0 75.0 75.0 73.9 73.9 67.0 67.0 61.7 6.7 57.7 57.7 :MO.& 75.0 75.0 75.0 75.0 75.0 75.0 73.9 73.9 67.0 57.0 61.7 81.7 57.7 67.7 � ;114.0•: 75.0 75.0 75.0 75.0 75.0 75.0 69.1 69.1 62S 62.5 575 57.5 63.6 63.6 +•114,0:. 75.0 760 75.0 75A 75.0 75.0 69.1 69.1 625 82.5 67.5 67,6 53.6 63.6 .120.0: 750 76.0 760 75.0 73.6 73.5 64.9 649 56.8 68.6 53.8 53.8 50.0 50.0 :12D.Oa 75.0 7fi.0 75.0 75.0 73.5 736 64.9 64.9 58.6 68.6 53.8 63.8 50.0 50.0 SIGNED:10/18/2017 PRODUCT REVISED /7� 75WAMSTERDAMDRIVH ,`A1TT7T1[Ill/7/j/, as complying with the Florida y• OOr . ORIANDO,FL 32832 �� s F_L94z 7ji i emiain Code NOA-No. 17.0822.02 INCORPORATED F.n.i .01wss -windoorinacom � �"••V�'S�•'�s PANEL HEIGHT AND D.L.O. FORMULA Expiration Date 1/03/2021 - o.6251144/�t'Y�,.% 8100 SERIES ALUMINUM 90' & 135' CORNER SGD T* "" ^� PANEL HEIGHT = UNIT HEIGHT - 1 9/16" Dy 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMI MAXIMUM D.L.O. HEIGHT = PANEL HEIGHT - 9 1/2" Miam maac control 90' & 135' UNIT DESIGN PRESSURE RATING CHARTS ^b D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2" ��Q'•, STATE DRAWN: . DWG NO. REV 11T .C(OR10P;.•' � TJH 08-01172 C SCALE NT$ I DATE 01/20/11 511EET18 OF 36 L ROBERTO LOMAS PIE I Luis R. Lomas P'E. 1432 WOODFORD RD LEWISVILLE NO 27M FL No.: 62514 434£88-060.9 rAoma.@1danwpe.mm Ar SEE DETAIL K. r SEE DETAILS L.AND M SEE DETAIL K. REVISIONS SHEET 21 SHEET 21 SHEET 21 REV DESCRIPTION DATE I APPROVED A PER DADE LETTER DATED MARCH 21, 201 0.3/24/11 R.L. 6" MAX. PANEL •-- PANEL PANEL_-__ - PANELI 6" MAX. a ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. I. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 6" MAX. - '- 6" MAX. ANCHORING NOTES: 1) ALL FRAME SYSTEMS, 2, 3, 4 AND 5 TRACK, HAVE TWO ANCHORS AT EACH SEE NOTE 8 LOCATION SHOWN IN HEAD, SILL AND JAMBS. SHEET 19 2) ALL FRAME SYSTEMS, 2, 3, 4 AND 5 TRACK, HAVE ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. 3) FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY I SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO . I 11' MAX. SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8' MINIMUM O.C. TYP. SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 18" MAX. -� INSTALLATION DETAILS. O.C. TYP. 4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 T z Wz GA. MINIMUM STEEL STUD USE Y14 GRADE 5 WOOD SCREW WITH I �_ z C a_ p, x. SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO O o HEIGHT SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN DO o o N IN ELEVATIONS AND INSTALLATION DETAILS. L) Y 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING n a o SHIM. SHIM WHERE SPACE OF 1/15" OR GREATER OCCURS. MAXIMUM F o F = ALLOWABLE LOAD BEARING SHIM TO BE 1/4". 6) ALL FASTENERS TO BE CORROSION RESISTANT. Uj 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 2,700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 SEE NOTE (OR GREATER). 8 SHEET 19 D. METAL FRAMING - 20 GA (.039) MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KSI/Fu=52KSI MINIMUM. 8) FOR 2, 3 & 4 TRACK UNITS THERE ARE TWO (2) INSTALLATION ANCHORS 6' MAX. _ - - 6" MAX. AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS. FOR 5 TRACK f� PANEL - � PANEL � PANEL ------ - PANEL UNITS THERE ARE THREE (3) INSTALLATION ANCHORS AT EACH LOCATION IN 4" MAX. f -I �-4" MAX. HEAD, SILL AND JAMBS. FOR ALL UNITS THERE IS ONLY ONE (1) SEE DETAILS L AND M AIL K INSTALLATION ANCHOR AT EACH ANCHOR LOCATION IN HOOK STRIP. 9) WHERE 2 OR MORE ANCHORS ARE REQUIRED AT HEAD/SILL ANCHORS SHALL SEE NOTE 9 SEE DETAIL K. SEE DETAIL BE EQUALLY SPACED. SHEET 19 SHEET 21 SHEET 21 SHEET 21 SIGNED:10/18/2017 ANCHOR LAYOUT 4PANELUNITSHOWN,APPLICABLE TOALL NCONFIGURATIONS.SEE CHARTS SHEET20FOR NUMBER OF PRODUCT eRE ISaDodaa ORLAMSMRIDA82�E ��` �SR!t�2> y1 WinDoor 6uilaing Co. 01 Q,AIL" , J q NOA-No. '17-0822.02 INCORPORATF-D r+rtm,u�.mcs www.micd-d- \r: VGEN3F'•._lS e,po-atloaDato 1/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD - No.62514 BY. 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI mlaml Da roductcoat 4'0 X 12'0 ANCHORING LAYOUT AND NOTES DRAWN: DWC NO. REV �•-p0., STATE OF i 4v— TJH ORII SCALE NTSI DATE 01/20/11 08-01172 8 snOEETT9 OF 36 C '�/ASiSZONALe V' L ROSERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 s No.: 62514 634-688-0609 r6oma5@litart+a-<pe.mm I REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. Number of anchor to cations required athookship(lanchor erlocation) Height Single Pond Width 17n) (In) 24.0 30.0 38.0 420 48.0 54.0 60.0 80,0 8 B8 8 8 8 8 "DB 8 8 8 8 8 8 9&O 9 9 9 9 9 9 9 98.0 8 9 9 9 9 9 9 108.0 10 10 10 to 10 10 10 114,0 11 11 11 11 11 11 11 120.0 11 11 11 11 11 11 11 126.0 12 12 12 12 12 132.0 12 12 1 12 12 12 138.0 13 13 13 13 13 144.0 13 13 13 13 13 Number of anchor locations required at Jambs,head,slit and m ulllon cluster(2 anchors per location) Single Panel Width on) Hecht . (In) 24D 30.0 36.0 420 d&0 54.0 60.0 Jambsi H&S aster Jambs HAS cluster Jambs H&S clusterllembs H&S kiustedJambs HAS duster Jambsj H&S rJuster Jambsj H&Susler 80.0 5 1 1 4 6 1 4 5 2 6 5 2 6 6 3 6 6 1 4 6 6 4 6 B4.0 5 1 4 5 1 4 6 2 6 6 2 6 6 3 6 6 3 6 6 4 6 96.0 5 1 4 5 1 6 6 2 5 5 2 6 6 2 6 6 3 6 6 3 6 98.0 B 1 4 6 1 8 6 2 6 5 2 6 6 2 6 6 3 8 6 3 6 108.0 8 1 6 6 1 6 6 2 6 6 2 8 6 27 6 8 2 6 6 3 6 114.0 8 1 6 6 1 6 6 2 '6 8 2_ 6 6 2 8 ti 2 6 6 3 6 120.0 7 1 5 7 1 6 7 2 6 7 2 6 72 6 7 2 B 7 2 6 12&0 7 1 6 7 1 6 7 1 6 7 2 6 7 2 6 13ZD 71 6 7 1 6 7 1 6 7 2 6 7 2 6 138.0 7 1 6 7 1 6 7 1 6 7 2 8 7 1 2 6 - - 144.0 8 1 8 B 1 6 8 1 6 8 2 8 B 2 6 - - SIGNED:10/18/2017 % comp REVISED WiDO0 ANISTERDAM DRIVER `191R:II a �Agr�rr/J as compHing with the Florida auuding noor ORLANDO,FL a 17.0822.02 INCORPR OA'TP.D 1'hoveNl.'aL81[e . �,,: 1,1GENSEi'.S i NOA-No, rw+uxaetmos wwavmidnodnc.com Exptmtion Da 1/0312021 8100 SERIES ALUMINUM 90- & 135' CORNER SGD No.62514 ' By 4'0 X 12'0 AND 5'0 X 10'0 PANELS — LMI =* Miami- roductContrel 5'0 x 100 ANCHORING LAYOUT AND NOTES DRAWN: DWG NO. REV �0,�'•, STATE OP �' TJH SCALE NTS DATE O1�ZO�11 08-01172S"t20 OF 36 C bNA1i1I L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432WOODFORORDLEWISVILLg NC27023 FL No.: 62514 434868-0609 d/omas@11fDmaspe.com Ar PARTS LIST REVISIONS NO.I PART NUMBER I DESCRIPTION MANUFACRNiER MATERIAL PARTS LIST CONTINUED REV DESCRIPTION DATE APPROVED 1 FS-02068 2 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 ON SHEET 23 2 FS-02067 2 TRACK FRAME JAMB KEYMARK ALUMNUM6063T6 A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 3 S-44116 2TRACK SILL PAN KEYMARK ALUMNUM6C63-76 4 S-44122 2 TRACK SILL INSERT KEYMARK ALUMNUM6063-TES B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 5 FS-02071 4 TRACK FRAME HEAD KEYMARK ALUMNUM6063-TES 1" O.A. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 6 FS-02070 4TRACKFRAMEJAMB KEYMARK ALUMNUM6063-TES MAX. 3/8" 7 5-44118 4TRACK SILL PAN KEYMARK ALUMNUM6063-TES AIR SPACE 9/16" O.A. 8 S-44124 4 TRACK SILL INSERT KEYMARK ALUMNUM6083-TB 9/16" O.A. 3/16" HS .060" SG 090" Sr, 090" Sr, 1/4" HS 9 FS-02180 3TRPGK FRAAAE HEAD KEYMARK ALUMNUM8083-TES BY KURARAY BY KURARAY BY KURARAY 10 FS-02181 3TRACK FRAME JAMB KEYMARK ALUMNUM6083-TES 1/4" HS 3/16" TEMP 1/4" HS 11 IS-44123 3TRPCK SILL PAN KEYMARK ALUMINUM 6083-T6 1/4" HS 3/16" HS 12 S-44117 3TRAGKSILLINSERT KEYMARK ALUMNUM6063-TES EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 13 FS-01882 HEA,DINSERT KEYMARK ALUMNUM6063-T6 11 14 FS-01883 FRAME JAMB INSERT KEYMARK ALUMNUM6063-TES f� I 1" GLASS 15 FH-01869 TOP RAIL KEYMARK ALUMINUM 6063-T6 1 I I BITE 45 1" GLASS 44 BITE 16 FH-04723 BOTTOM RAIL KEYMA.RK 7TUMNUM6063-T6 44 u 17 FH-01871 LOCKSTILE KEYDFUK ALUMINUM6063-T6 18 FH-05889 ST CORNER STILE KEYMARK ALUMNUM6063-TB 28 70 46 70 28 70 19 FS-05890 90'CORNER CLIP KEYMARK PLUMNUM6063-T684 20 FH-04767 FEMALE BUTT STILE EXT.OFFSET KEYMARK ALUMNUM6083-T6 84 30 84 21 FH-04750 MALE BUTT STILE EXT.OFFSET KEYMPRK ALUMNUM6063 TES GLAZING OPTION E 22 FH-03916 BUTT STILE REINFORCEMENT KEYMARK ALUMNUM6D63T6 GLAZING OPTION GLAZING OPTION LARGE MISSILE IMPACT 23 FS-04754 PLAIN STILE INTERLOCK KEYMARK ALUMNUM6063-T6 LARGE MISSILE IMPACT REINFORCED LARGE MISSILE IMPACT REINFORCED 24 FS-04755 PLAIN STILE INTERLOCK COVER KEW—MK ALUMNUM6063-T6 &NON-REINFORCED UNITS &NON-REINFORCED UNITS _ NON-REINFORCED UNITS ONLY 25 FS-04751 INTERLOCKCOVER KEYMARK ALUMINUM6063T6 1" O.A. 26 FS-02726 STILEJAMBINSERT KEYMARK ALUMNUM8063-T6 1" O.A. MAX. 3/8" _ 27 FS-02726 PANEL STILE JAMB INSERT KEYMARK ALUMINUM 6063-TES MAX. 3/8' AIR SPACE 28 FH-018T7 9116"HORIZONTAL GLASS STOP KEYMARK ALUMNUM6063-TES g 16" O.A. AIR SPACE 3/16" HS 29 FH-01878 9/16"VERTICAL GLASS STOP KEYMARK ALUMNUM6063-TES / 3/16" HS ,060" SG 30 FS-01879 1"HORIZONTAL GLASS STOP KEYMARK ALUMINUM 8063-TG .075" SAFLEX CP 31 FS-01880 1"VERTICAL GLASS STOP KEYMARK ALUMINUM 6063-'i7 1/4" HS W/PET CORE .075" SAFLEX CP 3/16" TEMP BY KURARAY 32 FS-03693 13/4"SILL RISER KEYMARK ALUMNUM6063,T8 3/16" TEMP W/ ET CORE 3/16" HS 1/4" HS 33 FS-03652 21/4"SILL RISER KEYMARK ALUM8JUM6063-T9 3/16" HS EXTERIOR INTERIOR I 34 FS-03653 3"SILL RISER KEYMARK ALUMINUM 6063-T10 EXTERIOR TIT INTERIOR EXTERIOR INTERIOR 1 - 35 FS-03554 312"SILL RISER KEYMARK ALUNUNUMB063-Tll 45 1" GLASS 36 LMGLAZINGSEESHEET22 1" GLASS `�5 1" GLASS 81TE 37 FS-03684 POCKET DOOR HOOK STRIP KEYMARK ALUMINUM SD63-TI3 BITE BITE -- 38 FS-04477 POCKET DOOR HOOK STRIP MOUNT KEYMARK ALUMINUM 6063T14 44 _ 48 70 46 39 IES 4476 POCKET DOOR HOOK STRIP COVER KEYMARK ALUMJNUM6063-T15 70 70 40 FH-05045 INTERLOCK REINFORCING BAR KEYWRK ALUMNUM6083-T16 ZS 30 30 84 Sa 8a GLAZING OPTION F, GLAZING OPTION B GLAZING OPTION D LARGE MISSILE IMPACT LARGE MISSILE IMPACT REINFORCED LARGE MISSILE IMPACT REINFORCED NON-REINFORCED UNITS ONLY &NON-REINFORCED UNITS 8 NON-REINFORCED UNITS SIGNED:10/18/2017 7500 AMSTERDAM PRODUCT REVISED W nDoor ORLANDO FL32832 �`VE �'1`S R.�O0 1111111 //' '�. as eomptying with the Florida J\ Building Code YhaK 90UtIB4al y.:'1,1GENSrC ,CP Non-No. 17-0822.02 II`TCOR.PORATED �, _�; ,�W, ndooriacwm Enplmtlon Dato 1/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD = No 62514 ' 4'0 X 12'0 AND 5'0 X 10'0 PANELS - LMI *- Miami Dad roductControl BILL OF MATERIALS AND GLAZING OPTIONS yofjJ �� DRAWN: DWG N0. REV !�0�'•-• STATEOF TJH 08-01172 C SCALE NTS — 01/20/11 s"E122 OF 36 �/1j"NA1-�1 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432WOODF0RDRDLEMSVILLE,NC21023 FL No.: 62514 414-668-0609 AA=—@lddMa9P9-Wa PARTSUST PARTS LIST CONTINUED FROM SHEET 22 REMIONS NO. PARTNUMBER DESCRIPTION MANUFACTURER MATERIAL 1 REV DESCRIPTION DATE APPROVED 41 FH-02642 16000 BUTT STILE REINFORCING BAR KEYMARK ALUMNUM6063-117 A PER DADE LETTER DATED MARCH 21, 201 03/24/11 R.L. 42 FH-05479 90'8135'CORNER STILE REINFOR. KEYMARK ALUMMUM 6063-T18 54 8 ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 43 FH-04747 MB BUMPER JAINSERT KEYMARK PLUMINUM6063-T18 44 TP983 9M6"GLA7JNGMNYL MNYL 52 C ADDED 5 TRACK SYSTEM 07/20/17 R,L. 45 TP1051 1"GLA2INKMNYL MNYL 46 TP990 GLASSSPACER ALUFANUMAW-3000 13 47 #1988-9000 TANDEM ROLLER 48 7600 A04 SIGNATURE HANDLE SET 63 49 SIGNATURE DUMMY HANDLE SET 15 50 2468 DUAL POINT MORTISE LOCK B KEEPER 51 TP876 INTERLOCKBUMPER RUBBER 63 52 NPG PANEL GUIDE NYLON n 17 48 29 53 NRAHP PANEL ADJUST:HOLE PLUG NYLON 28 I`f 54 M32417K0000 FINSEAL.187 x.350 36 2 55 W231417K0000 FINSEAL.187 x.140 56 W332217K0000 FINSEAL.187x.220 EXTERIOR INTERIOR 54 INTERIOR 67 W131317KODOO FINSEAL.187x.130 68 VV333517K0000 FINSEA.L.187x.680 28 64 59 P7569AM DUST PAD 1244'x.5"x2.34" 63 50 60 131018 #8x3/8"PH TYPE 184 STAINLESS 61 131002 #6x1"PFHTHREADCUTTING 18-BSTAINLESS 27 62 131008 #10x3/4"FH TEK SCREW 18-8 STAINLESS 16 OR 75 32 54 EXTERIOR S131004 #10x1114"SQ.DRIVE TYPE 410 STAINLESS 33• 34 AND 131020 #7x518"PHTYPEA 410STAJNLESS 47 35 SIMILAR) 58 36 65 131018 #10x2lir TYPE F 1"ST/ALESS 64 66 131010 #10x12'SCREW 18-85TAINLESS 63 67 131011 #8x2"FHTEKSCREW 410 STAINLESS 74 43 68 131022 #8 x3/4"PH TEK SCREW 410 STAINLESS 54 69 LCS068-N5 SILL GATE SNAP IN NYLON 60 ©HORIZONTAL CROSS SECTION 70 SIKAFAST552 GLAZING COMPOUND SIKA SILANE POLYMER S LOCK S77LE TO 2 TRACK FRAME JAMB 71 715449 LOCK OPERATING GEAR(CORNER) SIEGENIA 69 72 896624 LOCK LINKAGE(CORNER) SIEGENIA OVERTICALCROSSSEC 73 81H-01 KEEPERS(CORNER) SELJAN 3 TION 74 FG0015011 SEALANT SILICONE \4e3'TRACKFRAME SYSTEM WI7HS 92' 75 FS-04766 TALL BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 SILL RISER SHOWN,ALL SILL RISERS MAY BE USED(SEE DESIGN PRESSURE 76 131055 0x1/1"PFHTEK SCREW STAINLESS STEEL CHARTS SHEET 14 THROUGH IBJ SIGNED:10/18/2017 77 FH-05811 135'CORNER STILE KEYMARK ALUMINUM6063-115 7� 78 FS-05821 135'CORNERCUP KEYMARK ALUMINUM6063-T6 PRODUCT REVISED �� ) 7500ANDO,FL32832 Vfi `��1L1IR I�o//V77'' as complying With the Florida '-"-'--��r ORLANDO,FL 32832 ��J\$,,....,,�9 79 #IDxW4"PHTEKSCREW 18-8 STAIN LESS Building Code INCORPORATED °�oi4Pi'uia°0 y:''•VCENS -••,S i 80 T-32124 5 TRACK FRAME HEAD KEYMARK ALULMNUM6063--T6 NOA�Io. '17-0822.02 nctm.�etatw aww.wiadoocncmm ` Bt T-32123 5TRACKFRAMEJAMB KEYMARK ALUMINUM6053-7`7 Expiration Data 0312021 8100 SERIES ALUMINUM 90' & 135• CORNER SGD - No.62514, _ 82 T-32122 6TRACK SILL PAN KEYMARK ALUMINUM 6083-T8 By 4.0 X 12'0 AND 5'0 X 10'0 PANELS - LMI 83 T-32125 6TRACKSILlINSERT KEYMARK PLUNINUM6063-T9 MiamF nae duct Control BILL OF MATERIALS AND CROSS SECTIONS �?�'y�'t-'_' a= STATtEOF 84 SETTING BLOCK FRANK LOWE RUBBER 80-85 DUROMETE DRAWN: DWG N0, REv O'I`'•TJH 08 'V'�SFLOgIpP,• SCALE NTS OATE 01/20/11 SHEE123 OF 36 C / �i��iNA`1�� \• L RCBERTO LOWS AE Luis R. Lom Os P.E. 1432WOODFORDRDLEWI6VILLENC27023 FL NO.: 62514 434-668-0609 rllo—PIP —pe.ccm Ar REMSIONS REV DESCRIPTION DATE I APPROVED 36 29 49 50 55 27 41 49 29 a A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. 8 ADDED CHARTS FOR WOOD INSTALLATION 06/15/13 R.L. 0 ADDED 5 TRACK SYSTEM 07/20/17 R.L. INTERIOR 36 29 EXTERIOR 42 135* INTERIOR 48 =-O SEE REIN S REIN. NOTE EE 62 4NOTE 20 22 SHEET 24 SHEET 24 I4 D HORIZONTAL CROSS SECTION LAILE BUTT STILE TO REINFORCED FEMALE BUTT STILE 36 29 42 48 72 73 77 55 7$ 77 79 SEE REIN. NOTE 36 SHEET 24 31 L2��HORIZONTAL CROSS SECTION V-V REINFORCED 135°CORNER STILE REINFORCING BAR NOTE: UTEM #40, (INTERLOCK REINFORCING BAR) IS SECURED TO INTERLOCK WITH M #62 SEE DETAILS C/27 AND F/27. ITEM #22, (FEMALE BUTT STILE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #65 SEE DETAIL D/24. ITEM #41. (6000 BUTT STILE REINFORCING BAR) IS SECURED TO FEMALE BUTT STILE OFFSET WITH ITEM #62 SEE DETAIL D/24. ITEM #42 ( CORNER STILE REINFORCING BAR) IS SECURED TO CORNER 90' 48 STILE WITH ITEM #79 SEE DETAIL E/24. INTERIOR 42 ALL SCREWS ARE SPACED 6° FROM TOP AND BOTTOM OF STILES AND ONE SIGNED:10118120 AT MIDSPAN. 17 SEE 79 NOTEas PRODUCT REIS7500 AMSTERDAM DRRFE as comply"S witVh th.EFD lorid. WinDoor ORLANDO,FL 32832 Pb�OTA14400 SHEET 24 Swirling cone INCORPORA-MD NOA-N- 17-0822.02 M.pirati..not.1110312021 O,625 4 8100 SERIES ALUMINUM 90' & 135' CORNER SGD Ily 4'0 x 12'0 AND 5'0 X 10'0 PANELS LMI � CROSS SECTIONS 36 31 42 48 72 73 19 18 55 DRAWN: REV SOT STATE OF TJH C EXTERIOR 7�0 08-011172 SCALE NTS7,,/ONAL,,,, I—E 01/20/11 1-24 OF 36 '1 (Z�HORIZONTAL CROSS SECTION L R09ERTO LOAMSFE REINFORCED 90-�CORIVER STILE 1432 WOODFORD RD LEWISVILLE NC270M Luis R- Lomas P.E. 434-6$a-OM9 f1lomasOldo wpe.wav FL No.; 62514 '- REVISIONS REV DESCRIPTION DATE APPROVED 39 36 A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. 6 ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 76 C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 37 25 62 6 23 INTERIOR 51 64 s 54 56 52 24 43 17 48 13 0 EXTERIOR 36 31 17 63 58 15HORIZONTAL CROSS SECTION 36 Jr INTERLOCKTOHOOKSTRIP (B01 63 50 INTERIOR 64 30 27 i 36 INTERIOR 54 58 EXTERIOR 30 APT, 64 nlujfn 63 EXTERIOR I 43 31 16 OR 75 (32, 33 AND 34 35 SIMILAR) 47 OHORIZONTAL CROSS SECTION 5 LOCK STILE TO 4 TRACK FRAME JAMB 63 74 54 SIGNED:10/18/2017 8 _ 60 PRODUCT REVISED 7500 W1111-/0�� ORLANDO,FL M8 DRIVE \`��1�1�......'/'L7�p� 69 as ldl. Cad wilh,lhc Flarlda ` .L ,•W Nolw-No Codo 17-0822.02 RPORA'TRD p,y�0iia�wsns� aww.miadcoriacwm \�••' l.10ENS IST N J , INCO 7 eVERTICAL CROSS SECTION rxpimtlon Date 11103120218100 No.62514 4 TRACK FRAME SYSTEM WITH XSILL RISER SERIES ALUMINUM 90' ' 135' CORNER SGD _ SHOWN,ALL SILL RISERS MAYBE USED(SEE BY 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI *— DESIGNPRESSURECHARTSSHEESI4THROUGHIB M1ami-oa roductCootrol CROSS SECTIONS DRAWN: DWG N0. REV O STATE OF TJH 08-01172 C �';s, 'AOR.. .. G\�� SCALE NTS DATE 01/20/11 SHEET25 OF 36 is, 'S L ROBERTO LOMAS F.E. Luis R. Lomas P.E. 1432 K40MFORD RD LEWZWLLE�N027023 FL No.: 625i4 434.6880609 rfbmas@alomaspecom REVISIONS REV DESCRIPTION DATE APPROVED A PER DADE LETFER DATED MARCH 21,2011 03/24/11 R.1- 36 .L36 29 49 50 55 27 49 29 36 B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L C ADDED 5 TRACK SYSTEM 07/20/17 R.L j INTERIOR d a t EXTERIOR 36 29 INTERIOR 135' 21 20 HORIZONTAL CROSS SECTION ` B MALE HUTTSTILE TO NON-REINFORCED FEMALE BUTT STILE i 48 36 L 36 i 31 29 48 72 73 77 55 78 77 i j EXTERIOR i OHORIZONTAL CROSS SECTION 6 NON-REINFORCED 135°CORNER S77LE 90' 48 INTERIOR SIGNED:10/18/2017 PRODUCT REVISED WinDoor ORLANDORFL329312�R � 1 .R;I�.01jrl��i� s i ing ng with the Florida ` J\ ..!� su[idinsttode INCORPORATEDV.••'y1GEN3F •.S NOA-No. 17.0822.02 i�aT.telnsos www.windooxinc•com 18 Expiration Dal 1/03/2021 : No.62514 ' 8100 SERIES ALUMINUM 90' & 135' CORNER SGD sy 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI �OF "."":afPredeetcontrolCROSS SECTIONS36 31 48 72 73 19 18 55 / � sTATCTS ! DRAWN: DWG N0. REV TJH 08-01172 C %,4S'=F[OR1.P.•'13 EXTERIOR ''7,//ONAL�� SCALE NTS DATE 01/20/11 SHEET 26 OF 36 VTii#lilit�tT\ 1 L ROBERTO LOMAS RE LUIS R. Lomas P.E. �PIHORIZONTALCROSSSECTION 1432WOODFORDRDLEWISWI-LE,NC27023 FL Na.: 62514 6 NON.REINFORCED 90°CORNER S77LE 434-688-0608 r'✓omasb'idaraspe wrn i i REVISIONS I REV DESCRIPTION DATE APPRGVCD SEE REIN. A I PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L 36 29 23 59 40 25 62 NOTE 36 29 23 59 25 8 ADDED CHARTS FOR W000 INSTALLATION 06/15/15 R.L. 1 SHEET 24 ' C ADDED 5 TRACK SYSTEM 07/20/17 R.L. INTERIOR INTERIOR 51 51 / 56. 56 SEE REIN. EXTERIOR EXTERIOR NOTE 62 25 a0 59 23 29 36 25 59 23 29 36 SHEET 24 eC 25 5923 31 36 7 HORIZONTAL CROSS SECTION ®HORIZONTAL CROSS SECTION INTERIOR REINFORCED INTERLOCK TO REINFORCED INTERLOCK 7 NON-REINFORCED INTERLOCK TO NON-REINFORCED INTERLOCK 56 I. 51 EXTERIOR i SEE REIN. NOTE 62 25 40 59 23 31 36 SHEET 24 INTERIOR ' 36 31 23 59 25 56 R HORIZONTAL CROSS SECTION 7 NON-REINFORCED INTERLOCK TO NON-REINFORCED INTERLOCK 51 SIGNED:10/18/2017 EXTERIOR �a� 7500AMS'rEMAMDRrVE as g with the Florida PRODUCT REVISED W�nDoor ORLANDO,FL 32832 C Building ding Lode INCORPORATED HfOt emastaeeo4\GENSg'••.t5' NOA-N.. 17-0822.02 Fs QTABI� —Ma—in— expiration Date 1/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD _ 62514 SEE REIN. ray 4'0 x 12'0 AND 5'O x 10'0 PANELS - LMIV11, 36 31 23 NOTE MiamF Dade duct Contro CROSS SECTIONS59 40 25 62 SHEET 24 %p g1ATE0P <(/ flE�F HORIZONTALEV RGED TTO JJ DRAWN: a'+c rvo. 08 50 172 R C jpNAL NTS 01/20/11 27 OF 36 T III 1111111 L ROBERTO LOWS AE LOIS R. Lomas P.E. 1432 M)ODFORO RD LEKISVILLE,NC 27023 FL No.: 62514 434-6BS-0609 Nomes@1Aomaspe.eom REVISIONS 1" MIN. 2 3/8" 1" MIN. EDGE DIST. SEPARATION EDGE DIST, REV DEscaiPTroN DATE APPROVED A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. DOUBLE 2X BUCK/WOOD B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. FRAMING BY OTHERS, 2X 1 3/4" MIN. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. BUCK TO BE PROPERLY EMBEDMENT SECURED 1 3/4" MIN, 1/4" MAX. (SEE NOTE 2 SHT. 1) EMBEDMENT SHIM 1/4" MAX. DOUBLE 2X BUCK/WOOD BACKER ROD AND SHIM FRAMING BY OTHERS, 2X APPROVED SEALANT BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) #14 WOOD SCREW INTERIOR #14 WOOD SCREW #14 WOOD SCREW 1" MIN. EDGE DIST.LIUl 9 r . a Q D n n 2 3 EXTERIOR IUI f4Ji SEPARATION J� EXTERIOR INTERIOR 1" MIN. EDGE DIST. FASTENER HEADS n n T— WITH BE COVERED WffH APPROVED U ILfI BACKER ROD AND SEALANT - APPROVED SEALANT #14 WOOD SCREW FASTENER HEADS TO BE COVERED HORIZONTAL CROSS SECTION WITH APPROVED SEALANT 2XBUCKANOOD FRAMING INSTALLATION 2 TRACKFRAME SHOWN,3,4 AND 5 TRACK SIMILAR #14 WOOD SCREW FASTENER HEADS NOTE: TO BE COVERED 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 2 WITH APPROVED TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 4 AND 5 TRACK SEALANT SYSTEMS. SEE SHEET 21 FOR O.C. ANCHOR SEPARATION. SILL TO BE SET IN BED OF APPROVED #14 WOOD SCREW 2 TRACK WITH 3 1/2" SILL RISER SHOWN 3, 4 AND 5 TRACK SEALANT OR ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE NON-SHRINK GROUT D.P. TABLES SHEETS 16 AND 17. SIGNED:10/18/2017 DOUBLE 2X BUCK/WOOD -� PRODUCT REVISED WinDoor OORLANDO,FL3263220 AMSTERDAM �� `191R.LOtiJL��/� FRAMING BY OTHERS, 2X plying with the Florida J�..••-••••. q BUCK TO BE PROPERLY 1 3/4" MEN. Suilding Code INCORPORATED Phmc1Pl'sa1°°°° �'.•"VGPNS�c'•.,cP SECURED EMBEDMENT Now-No. 17.0822.02 c�m�.�stnsos www.windoozlnc.wm (SEE NOTE 2 SHT. 1) Expiration Dat /03!2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD - No.62514 -_ By 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI 1" MIN. 2 3/16" 1" MIN. Miami Da Product-mr,ai INSTALLATION DETAILS ��CjAqSTAIIE"OF � EDGE DIST. SEPARATION EDGE DIST. DRAWN: OWG ND. R� �'��('•. FLORIDA TJH 08-01172 C % 3 •• '`r1 ` VERTICAL CROSS SECTION srALe NTS °"TE 01/2o/tt 5H�T28 of 36 ONAI;E 2X BUCWWOOD FRAMING INSTALLATION 2 TRACK FRAME SHOWN,3,4 AND 5 TRACK SIMILAR L ROBERTO LOr44S RE Luis R. Lomas P.E. 1432 WOODFORD RDLENTSVUE,NC27023 FL NO.: 62514 I 43--688-0609 rWmes®Irlarnespe.com . I 2 1 2" MIN. EDGEGE DI., REVISIONS 2 STIO T. MIN 7 1/8" SEPARATION EDGE DIST. REV DESCRIFN DATE APPRO ED , A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. MASONRY/CONCRETE p BY OTHERS - p 4. 1 1/4" MIN. B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. EMBEDMENT C ADDED 5 TRACK SYSTEM 07/20/17 R.L. OPTIONAL 1X BUCK 1 1/4" MIN. 1/4" MAX. FASTENER HEADS BY OTHERS, EMBEDMENT SHIM TO BE COVERED 1X BUCK TO BEWITH APPROVED PROPERLY SECURED L IE��I_ 1/4'MAX. 2 1/2" SEALANT (SEE NOTES 2 & 3 SHIM EDGE 1/4" ELCO CRETE-FLEX SHT. 1) DIST. SEE NOTE 3 SHEET 19 BACKER ROD AND OPTIONAL 1X BUCK APPROVED SEALANT BY OTHERS, 1X BUCK TO BE 1/4" ELCO 1/4" ELCO PROPERLY SECURED CRETE-FLEX CRETE-FLEX (SEE NOTES 2 & 3 SHT. 1) SEE NOTE 3 SEE NOTE 3 SHEET 19 SHEET 19 a _ NOTE: MASONRY/CONCRETE SUBSTRATE _E INSTALLATION FOR 4 TRACK 7 1/6" •• i SHOWN. ANCHORAGE SIMILAR FOR SEPARATION INTERIOR 2, 3 AND 5 TRACK SYSTEMS. SEE SHEET 21 FOR O.C. ANCHOR a EXTERIOR INTERIOR SEPARATION. 4 TRACK WITH 3" SILL RISER SHOWN 2, 3 AND 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL OR RISERS MAYBE USED. SEE D.P. - -- --- TABLES SHEETS 14 AND 15. _ I _ FASTENER HEADS FASTENER HEADS TO BE COVERED I TO BE COVERED a WITH APPROVED WITH APPROVED SEALANT SEALANT 2 1/2" MIN. d 1/4" ELCO CRETE-FLEX EDGE DIST. SEE NOTE 3 4- ELCO SHEET 19 CRETE BACKER -FLEX 1/4" ELCO 1 BACKER ROD AND FASTENER HEADS SEE NOTE 3 CRETE-FLEX MASONRY/CONCRETE APPROVED SEALANT TO BE COVERED SHEET 19 SEE NOTE 3 BY OTHERS BY OTHERS WITH APPROVED SHEET 1g SEALANT SILL TO BE SET 1 1/4" MIN HORIZONTAL CROSS SECTION IN BED OF APPROVED EMBEDMENT 4TRACKFRAMESHOWN,.23AND 5TRACKSIMILAR SIGNED: 10/18/2017 SEALANT OR NON-SHRINK GROUT - 7500 AMSTERDAM DRIVE '`1t11tllIlJ,I 1 PRODUCT REVISED WinDOOr ORLANDO,FL 32832 ."e.R.LO��°�% 0 as complying with the Florida \ 4. Building Code p6"ve alan.BnoD Ver' GENS'- D o• - � ' NOA-No. 17-0822.02 INCORPORATED F-1713IMM _.id—incoun V F•-'- ' MASONRY/CONCRETE p Expiration Date 7/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD No.62514 BY OTHERS By 4'0 x 12'0 AND 5'O x 10'0 PANELS - LMI =*7� :" i Miami- a roduct control INSTALLATION DETAILS �-fl 2 1/2" MIN. 6 15/16" SEPARATION 2 1/2" MIN. EDGE DIST. EDGE DIST. 'O 6TAT4OF f4f'Z DRAWN: DWC N0. REV T i � -.F(ORIDI" 'G\?� TJH 08-01172 C % S VERTICAL CROSS SECTION SOALE NTS DA E 01/20/11 SHEET 29 OF 36 :',,S i�l i l l 0l", MASONRY/CONCRETE INSTALLATION L.RDEERTOLOMASP.E. Luls R. Lomas P.E. 4 TRACK FRAME SHOWN,2,3 AND 5 TRACK SIMILAR rase WOODFORD RD LEINISWLLE,NO 270M FL No.: 62514 a34-6884b1J9 rnomasC�Trromaspe.mm - I REVISIONS 1" MIN. 2 3/8" 1" MIN. EDGE DIST. I SEPARATION i I EDGE DIST. REV DES(RTMON DATE APPROVED A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. DOUBLE 2X BACKED B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 20GA.STEEL FRAMING 1 3/4" MIN. C ADDED 5 TRACK SYSTEM 07/20/17 R.L. BY OTHERS EMBEDMENT (SEE NOTE 2 SHT. 1) , ! 1 3/4" MIN. EMBEDMENT 1/4" MAX. 1/T MAX. DOUBLE 2X BACKED SHIM BACKER ROD AND SHIM 20GA.STEEL FRAMING APPROVED SEALANT BY OTHERS #14 WOOD SCREW (SEE NOTE 2 SHT. 1) INTERIOR 1" MIN. � #14 WOOD SCREW #14 WOOD SCREW EDGE DIST. a 2 3/8 EXTERIOR " n n SEPARATION 1" MIN. EXTERIOR AF5T NTERIOR EDGE 0 FASTENER HEADS TO BE COVERED WITH APPROVED BACKER ROD AND SEALANT APPROVED SEALANT #14 WOOD SCREW FASTENER HEADS HORIZONTAL CROSS SECTION TO BE COVERED WITH APPROVED 2X BACKED STEEL FRAMING INSTALLATION SEALANT 2 TRACKFRAME SHOWN,3,4 AND 5 TRACK SIMILAR FASTENER HEADS NOTE: #14 WOOD SCREW TO BE COVERED WITH APPROVED WOOD BACKED 20GA. STEEL STUD SUBSTRATE INSTALLATION SEALANT FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR 3, 4 AND 5 TRACK SYSTEMS. SEE SHEET 21 FOR O.C. ANCHOR SILL TO BE SET SEPARATION. IN BED OF APPROVED #14 WOOD SCREW SEALANT OR 2 TRACK WITH 3 1/2" SILL RISER SHOWN 3, 4 AND 5 TRACK NON—SHRINK GROUT ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 14 AND 15. SIGNED: 10/18/2017 DOUBLE 2X BACKED — � PRODUCT REVISED WinDoor ORLANDO,PL 32832 ��RIVE `�rj 1R..... /,�i� 20GA.STEEL FRAMING s complying with the Florida BY OTHERS i 1 3/4" MIN. Building Code NOA--No. 17-0822.02 INdootiaccom CORPORATED �� tiv'",10ENSF''�S (SEE NOTE 2 SHT. 1) '�' EMBEDMENT F-401.uwsos wwmmin ` '1 Expiration Oat 1/03/2021 i 8100 SERIES ALUMINUM 90' & 135' CORNER SOD — No.62S1d By 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI I miam�Da product contra INSTALLATION DETAILS '�� 1" MIN. I I 2 3/16 1" MIN. 67A7EOF :'krw� EDGE DIST.�� SEPARATION EDGE DIST. DRnWN: DWO N0. REv '.,p'•. I TJH 08-0117 C r%FSS F�ORIOP.•�G\�� VERTICAL CROSS SECTION 5Cn"`E NTS DATE 01/20/11 s"EET30 OF 36 �`'`� 2X BACKED STEEL FRAMING INSTALLATION L ROBERTOLOMASP.E I I 2 TRACKFRAME SHOWN,3,4AND S TRACKSIMILAR 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis R. Lomas P.E. I 434.638-0609 dlomaspMomaspe—m FL No.: 62514 i I i' j REVISIONS REV DESCROMON GATE I APPROVED 1 3/4" MIN. A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. 1/4" MAX I EMBEDMENT ! II.� � B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. SHIM C ADDED 5 TRACK SYSTEM 07/20/17 R.L. #14-WOOD SCREW 1" MIN. EDGE DIST. DOUBLE 2X BUCK WOOD FRAMING BY OTHERS, A1 2X BUCK TO BE PROPERLY SECURED MIN. (SEE NOTE 2 SHT. 1) 1/4" MAX. EMBEDMENT SHIM INTERIOR #14 WOOD SCREW f 1" MIN. EDGE DIST. DOUBLE 2X BACKED 20GA.STEEL FRAMING BY OTHERS -�7rL 1 (SEE NOTE 2 SHT. 1) EXTERIOR HOOK STRIP CROSS SECTION AN 2X BUCKWOOD FRAMING INSTALLATION INTERIOR 1 1/4" MIN. EMBEDMENT !=E EXTERIOR 1/4" MAX. HOOK STRIP CROSS SECTION SHIM 2 1/2" MIN. 2X BACKED STEEL FRAMINGINSTALLA77ON 1/4" ELCO CRETE-FLEX r EDGE DIST. SEE NOTE 2 SHEET 19 1X BUCK BY OTHERS, 1 1X BUCK TO BE PROPERLY SECURED (SEE NOTES 2 & 3 SHT. 1) SIGNED:10/18/2017 MASONRY/CONCRETE PRODUCT REVISED 7500AbISTERDAMDRIVB `�``111R ILO,'7j�i BY OTHERS as comps in with the Florida WinDoor Og1D0,FL 32832 �� \5,,.:....,,My �� I INTERIORIL s.ildine ode INCORPORATED �°ve4°'r's400 j ;'L1ceN' s NOA-No. 110622.02 r_� .t�� a'�•�doorin- F Expiration Date 1110312021 8100 SERIES ALUMINUM 90" & 135' CORNER SGD No.62614 1 4'0 X 12'0 AND 5'0 x 10'0 PANELS - LMI `* sy INSTALLATION DETAILS MIam�D product control DRAWN: DWD N0. REV STATE OF EXTERIOR TJH 08-01172 C %c�CSy:FCORIDa. HOOK STRIP CROSS SECTION SCALE NTS JDATE 01/20/11 1 SH11131 OF 36 'ONAL�E.`` MASONRY/CONCRETE INSTALLATION L liOBEATO LOMAS P.E. Luis R. Lomas P.E. 1432 KVODFORO RD LEWASVIL-&NO 27023 FL No.: 62514 434.689-0609 N/0mas@lrlomaspe.com REV DESCRIPTION REVISIONS OAtE APPROVED TOP 11=ANCLSKEEPER LOCATION 12 10 27/32" A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. 8 ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. OVER 10'0 HIGH -- UP TO 12'0 HIGH KEEPERLOCATION11 C ADDED 5 TRACK SYSTEM 07/20/17 R.L. KEEPER LOCATION 10 TOP OF PANE KEEPER LOCATION 9 UP TO 10'0 HIGH KEEPER LOCATION 8 13 61/64" FOR ALL PANELS UP KEEPER LOCATION 7 122 3/16- TO 10'0 HIGH Keeper locations 9e and 135'corner panels Ili 9/64" Height(in) Keeper Locations so 1,2,3,4,5 and 9 KEEPER LOCATION 6 814 1,2,3,4,5 and 9 1 90 2 3,4,E5.and 9 1,2,3,4,5,6 and 9 I KEEPER LOCATION 5 95 5/64 98 1 2 E 110 0211,"'2,3,4,6,6 and 9 108 1,2,3,4,5,6.7 and 9 KEEPER LOCATION 4 86 3/64- 1'4 1,2,3,4,5,6,7,8 and 9 68 5/32" 1020 1,2,3,4,5,6,7,8 and 9 126 1,2,3,4,6,6,7,8,9 and 12 KEEPER LOCATION 3 132 1,2,3,4,5,6,7,8,9,loand 12 138 1 2.3 4.5 8,7,R 9 10.11 and 12 41 1/6" 144 1,Z 3,4,S,6,7,8,9,10,11 and 12-1 72" 31 1/64" CENTERLINE CENTERLINE 50 3/32- OF KEEPER LOCATION 2 OF MAIN SECONDARY f OPERATOR OPERATOR KEEPER LOCATION 1 20 63/64" HANDLE HANDLE t SEE SEE NOTE 2 11 61/64" NOTE 2 SHEET 32 SHEET 32 SIGNED. 1011812017 PANEL LOCKING HARDWARE LOCATIONS AT 900 AND 135'CORNERS PRODUCT REVISED 7500 AkaMRDAM DRNE Go complying with the Florida WinDoor ORLkNID0,FT,32932 R Lo BUilding Code ......... NOA-Na. 17-0822.02 INICORPORA7!ED F-4074M-50 wwwmjadooji- [Expirm tion Date 11103/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SOD No.62514 4'0 . 12'0 AND 5-0 . 10'0 PANELS - LMI LOCKING HARDWARE LOCATIONS LOCKING HARDWARE NOTES: DRAWN: D c No. REV STATE OF 1) LAYOUT 15 FOR ALL PANELS UP To -0 TJH 72 C 12 HIH. \, 2) MAIN OPERATOR HANDLE OPERATES KEEPER GLOCATIONS 1 1/20/11 1 SHEET 32 OF 36 .....AL, SECONDARY OPERATOR HANDLE OPERATES KEEPER LOCATIONS 7 -12. L ROEIERTOLOMA45P.E. 1432 WOODFORO RD LEWSWI.LZ NC 27023 Luis R. Lomos P,E- 434-686-060 W.MmOblo�pa-m FL NO.- 62514 1 1/4" REVISIONS 7 15/32" REV DESCRIPTION DAT[ APPROVED 3/4" A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. 1/4" S ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. L 1 1/2" C ADDED 5 TRACK SYSTEM 07/20/17 R.L. 11/16" I T —L 9.345" 1 11 3 TRACK SILL PAN ALUMINUM 6063-T6.085'THICK n n 91 7 6 45/64" 1 3/4" FFF 9.175" 6 51/64" 13/16" 61/64" 1— O 4 TRACKFRAME HEAD 12 3 TRACK SILL INSERT ALUMINUM 6063-T6.075"THICK ALUMINUM 6063-T6.075'THICK 9.09" 5 3/32' 3/4" I 3/4" 10 3 TRACK FRAME JAMB1— /2" �— / " ALUI'AINUM 6063•T6.075°THICK 11/16" 11/16" Q 4 TRACK FRAME JAMBO7 4 TRACK SILL PAN ALUMINUM,6063-T6.075"THICK 3 O 2TRACK SILL PAN ALUMINUM 61763-T6.065"THICK 1 1/4" ALUMINUM 6062-T6.075'THICK 4 21/64" r 4 19/32" —{ I � 9 5/64" 13/16" 61/64F T— ' 1 3/4" [-FT 13/16" 61/64- 4 13/32" O4 2 TRACK SILL INSERT ALUMINUM 6063-`6.075°THICK ( 4 TRACK SILL INSERT -- �i 2 TRACK FRAME HEAD ALUMINUM 6063-T6.075"THICK ALUMINUM 6063-T6.075"THICK SIGNED:roir8r2on '6 31/32" PROD pUCT wEith the Foredo 7500 AMSTMAM DRIVE \```�711R.1L01rrr�,' I WinDoor oluArrno,lz3za3z J�a•,,..,...Mq BOA-Ng coon INCORPORA'1-D ee�rmAel.woD ` �,.•�yTGENSF .ls I O2 2TRACK FRAME JAMB NOA-No. 77-0822.02 P,�.m,mt.awas wmm.mindoorinc�nm ALUMINUM 6063-T6.075'rHICK E>apiratian Dat 11/03/2021 8100 SERIES ALUMINUM 90' & 135° CORNER SGD — sy 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI -*• Tt~ f- 3/16., 1 39/64" 1 3/4^ Miam1 epro uctcontro COMPONENTS O STATE OF DRAWN: DWG N0. REV ;T FCO P•' �� TJH OB-01172 C ,�S "'•-RID" G1: 251NTERLOCK O3TRACKFRAMEHEAD �"E NTS DATE 01/20/11 s--33 OF 36 ��'7S��NALtill IE A COVER ALUMINUM 6063-T6.075"T HICK ALUMINUM 6063-T6.051"THICK LHOBERDLZIRTO MVI P.E. Luis R. Lomas P.E. 1432 WOC8-06V9 fAld—/SVILLE,N027023 FL NO.: 62514 434S8B-0609 Abmas6lfilwnaspamm REVISIONS 3 1/2" -{ -{ 2 11/32" 4— qEy DESCRIPTION GATE APPROVED T -� A PER DADE LETTER GATED MARCH 21,2011 03/24/11 R.L. I} .168 1/4 1 45/64" B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. 1 3/4" 2 5/16" � C ADDED 5 TRACK SYSTEM 07/20/17 R.L. A 1 29/32" f— --� 1 3/4 �•-- I 1 3/4" gjAIN STILE 1NTERLOCK a0 INTERLOCK ALUMmIUMsos9-rs.o8'THICK REINFORCING BAR ALUMINUM 6005-T5.168"THICK 3/8• 1 23/32" 4 47/64' 4 1/2'• a 1 3/4" 21 MALE BUTT STILE 3/s° s" EXT-OFFSET .375" 1 37/64" 6 T-- FALUMINUM 6063-T6.080"THICK :125 t7 LOCKSTILE 1 9/16" (D6000 ALUMINUM 6063-T6.060"THICK REINFORCING BAR 2 47/54" ALUMINUM6061-T6.375'THICK 1 9/16 I` (5.135- STILE 3 2x/32" 25" 2 11/64" f—-i-1 1/8" ALUMINUM 6069-T6.081'THICK 18 90°CORNER STILE .125" ALUMINUM 6C63-T6.081"THICK Fl .25" t 15/i 6' 22 BUTT STILE 2 21/32- 3 3/16" 1 33/64' REINFOREMENT 16 BOTTOM RAIL 1 13/16" ALUMINUM 6005-T5.125"THICK 1 19/32" ALUMINUM 6063-T6.080"THICK 4 5/8' 1 19/32" ------I —{t 9/1 6" a2 0 78135°CORNER CLIP 90°&i35°CORNER a2 90°CORNER CLIP STILE REINFORCEMENT ALUMINUM 6063-T6.101"THICK ALUMINUM6063-T6.101'THICK 1 59'• 11 ALUMINUM 6063-T5.159"THICK SIGNED:10/18/2017 T --. I I 4 1/8•' 3 1/2" PRODUCT REVISED WinDOOr oDiu.nrlDo�t.3zsz ��RIVE �1\Cj R•�!'o1 "1 1 plying with the Florida `� J�,••' 13ulldln9 Code17VCORPOR,= Q4enc MA83MW y,•• t,ICENgZc••,tS ` 1 NOa-No. 17-0822.02 cs am.�el.oms wwwmindoomiccom i TA DzplratlonDate 11103/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD No. 75 TALL BOTTOM RAIL ALUMINUM 6063-T6.080"THICK ey 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI Mlam-D?eProduot Control COMPONENTS TOP RAIL STA760F <(/` 1 cJ DRAWN: DND N0. q� ipTl�•-.,FC ORIDP;.�'G\�� 20 FEMEX7:OFFSET 1LE ALUMINUM 6063-T6.080"THICK s�,� DATE TJH 08-01172 HC 'i\,SS/ANAL ALUMINUM 6063-T6.060*THICK NTS 01/2D/11 34 OF 36 /1111111�� ; L ROBERTO LOMAS P.E. Luis R. Lomas P.E. i 1432 WOODFORD RD LEWSVILLF-NC 27029 FL No.: 62514 434-6eB0609 r0omesQldomespec°m 1 V REVISIONS REV DESCPIPnom DATE I APPROVED 13/16A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. f- --f- " IB ADDED CHARTS FOR W000 INSTALLATION 06/15/15 1 R.L. I 3 1/2 —� 3 9/32' C ADDED 5 TRACK SYSTEM 07/20/17 1 R.L. 1.74" 7 F1 5/g,. rl I9/32"2 13/16" r---j-1 11/64" 23 32 13/4"SILL RISER PLAIN STILE -� 4" ALUMINUM 6063-T6.060'TH1CK 1/8" 45/64" INTERLOCK U � ALUMINUM 6063-T6.080"7HICK 30 1"HORIZONTAL T- --�-13/16" GLASS STOP 3a POCKET DOOR HOOK ALUMINUM 6063-T620"THICK 27 PANEL STELE JAMB INSERT STRIP MOUNT 1 5/8" ALUMINUM 6063-T6.075"THICK ALUMINUM 6063-T6.075'THICK 2.24" 1•' r 1 1 21/32 7/16" 1/8T 1/4- 33 21/4"SILL RISER J 'r, T ALUMINUM 6063-T6.060'THICK 2S 9/16"HORIZONTAL 27/32" I--z 23/32" GLASS STOP 3t 1"VERTICAL ALUMINUM 6063-T6.070'THICK GLASS STOP 3 g L� ALUMINUM 6063-T6.20,THICK 31/32"� f---{— 13/16" 13 HEADINSERT ALUMINUM 6063-T6.060'7H(CK 3s POCKET DOOR HOOK STRIP COVER ALUMINUM 6063-76.075'7HICK2.99" 1 21/32" 2 23/64" {-- �{.—^�L 3/8" TFQ 7/16" 45/64" 17/64" ISL JIf I 1/8" �s 3"SILL RISER 2g 9116-VERTICAL 0 SPACER 34 3 BUMPER ALUMINUM 6063-T6.060"THICKO JAMB INSERT ALUMINUMAW3000.015"THICK GLASS STOP ALUMINUM 6053-T6.070"THICK ALUMINUM 6063-76.060*THICK 4 i/2" �- -i-13/16" SIGNED:10/18/2017 .831 � � g/1 g" i �� PRODUCT REVISED ��j i,�M�7�'� 7500ANi5TERDAMDRIVE `1,`N1nulllrl� I s comp)yIn9 wllh the FloAd. V V 1.1�� ORLANDO;FL 32832 �� $R•.L� nPOCKETDOOR B.11dl°g. adu pb""v1omu W J\• �9 HOOK STRIP Now-No. 17.0822.02 INCORPORATED ns� W � �;' UGENSF •.S I ALUMINUM 6063-T6.080"THICK 3,48" Expiration Date 11/0312021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD ° 4 By 4'0 x 12'0 AND 5'0 x 10'0 PANELS - LMI mlaml-Da .odu.ecanwl COMPONENTS =_'D DRAWN. DWC N0. REV' .fV''., STATEOP :STORED?•.=• \2�,, TJH 08-01172 C ��iQs/ •••• �G�: 35 31/2"SILL RISER SCALENTS DATE 01/20/11 SHEE135 OF 36 �iiIpMAL,1�� I ALUMINUM 6063-T6.060'THICK L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. { { f43z�0� Ncsmz3 FL No.• 62514 spacvm - ' I I I I I REVISIONS REV DESCRIPTION DATE APPROVED 1 1/4" A PER DADE LETTER DATED MARCH 21,2011 03/24/11 R.L. 11 23/32 B ADDED CHARTS FOR WOOD INSTALLATION 06/15/15 R.L. ` C ADDED 5 TRACK SYSTEM 07/20/17 R.L ti 1 3/4" `y gp 5 TRACK FRAME HEAD ALUMINUM 6063-T6.075'THICK 12 7/32" 3/4" 11 35/64" 1,0 41/64" —� a2 5 TRACK SILL PAN ALUMINUM 6063-T6.125'THICK 11 29/64" 61/64" 53/64" a 15 TRA CK FRAME JAMB a35TRACK SILL INSERT --� ALUMINUM 6063-T6.075'THICK ALUMINUM 6063-T6.125'THICK SIGNED:10/18/2017 7500 RrVE PRODUCT REVISED WinDoor oxl.vxDsoar zeD ,`J�s TR:'Lo7y�''o� s compying with the Florida g.Ilding Code PI-4WA6t8100 GENS lr�i tI+ NDA-No. 17.0822.02 INCORPO1tATED F-477A81.MS t .,&doodncoom Expiration Da 11/03/2021 8100 SERIES ALUMINUM 90' & 135' CORNER SGD .6 4 is, 4'0 x 12'0 AND 5'0 x 10'0 PANELS — LMI Mlam eProdoCtControl COMPONENTS �"o' .�C ?y/ ATE OF DRAWN. DWG N0. REV .T FLORIOi` �� TJH 08-01172 C %FSS'' •-••-''�G ` SCALE NTS DA7E 01/20/11 S4EET36 OF 36 7j`I r�N11101, L ROBERTO LOMAS P.6 LUIS R. Lomas P.E. f432VA70DFORDRDLEWISVILLE,NC27D23 FL NO.: 62514 434.688-0609 8/omas®14omaspe. m i j