Loading...
HomeMy WebLinkAboutNOASCANNED BY MI®DADS St. LUCip rnl mh, MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/eeonomv 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 118100" Aluminum Sliding Glass Door W/WO Reinforcements-N.I. APPROVAL DOCUMENT: Drawing No. 08-00943, titled "8100 Series Alum SOD, Non -Impact, Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 02/04/10 with Revision C dated 06/15/15, 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: None. Approved Hurricane Protection devices, complying w/ FBC are required. LIMITATION: 1. Vinyl item # 51 & 52 (TP-1051) of B.O.M. shall meet material properties listed per Bayshore vinyl compound BVC 7200-70, manufactured by Team Plastics. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeU series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 12-0130.15 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No.15-0723.13 MIAMFDADECOUNTY Q Expiration Date: June23,2021 AD , �C 41�114 Approval Date: April 14, 2016 Page 1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0422-09) 2. Drawing No. 08-00943, titled "8100 Series Alum SGD, Non -Impact, Reinforced & Non -reinforced", sheets I through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 02/04/10 with Revision C dated 06115115, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210- 3570-1 and NTCL-210-3570-2 both dated 12/01/09 and revised and reissued on 02/04/11, both signed & sealed by Gerald J, Ferrara, P.E. (Note: These test reports have addendum letters dated 08/16/10, issued by National Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E.) (Submitted under NOA No.10-0422.09) C. CALCULATIONS 1. Anchor verification calculations complying w/ FBC-2014, dated 06/08/15 and last revised on 03/15/16, prepared, signed and sealed by Luis R. Lomas, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Technical data sheet of flexible vinyl compound BVC7200-70, published by Bayshore Vinyl Compounds Inc. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2014, 511 edition, issued, prepared, 'signed, sealed and dated 06/08/15 by Luis R. Lomas, P. E. 2. Statement letter of no financial interest, issued, prepared, signed, sealed and dated 06/08/15 by Luis R. Lomas, P.E. 3. Laboratory compliance statement, as part of above referenced test report. Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 15-0723.12 Expiration Date: June 23, 2021 Approval Date: April14,2016 E-1 WinDoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 12-0130.15, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-N.I., approved on 04/19/12 and expiring on 06/23/16. 2. Test Proposal #07-3147 dated 02/07/08, approved by BCCO. (Submitted underNOA No. I0-0422.09) Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No.15-0723.12 Expiration Date: June 23, 2021 Approval Date: April14,2016 E-2 "0 F H . RAMEX 48' NOMINAL MAX. q'+ ^°^^• I PANEL WIDTH D.L.O. WIDTH I REINF. I I REINF. I RbNF.,< FFF � I18 7/16" % I MAX. PANEL HEIGHT I 0 I I 4* I « I ~ 108 21/32° X X I I X �HEIGHTO I I I ' � I I I I I IOCALL UNDER II SEPARATE II 1PPROVAL TO 11 BE REVIEWED II BY AHJ. 6' TO FIRST 8100 SERIE34'Oz 10'ONON-IMPACTSOD. ROLLER ADJUSTMENT WEEP SLOT HOLE. TYPICAL WEEP SLOT 1" X .1875" TYPICAL ELEVADONE%TEfl10R VIEW TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT E' CEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS Sf{L,. P. /71% tr% 4frr{ NON-flEWFOryOED UNIT WITH BILL RISERNONE 94 '61r�•:.I.,RJ`/�% OEBION PREBSU ERASING IMPACTRATWG f9BDPJF NONE FOR WOOD, MASONRYXONCRETEANDMETAL INSTALLA7ION RfY5MN5 aswRlXw ON[ N4ROY[0 PER DARE LETTER DATED JULY 14. 2010 1 0712VIO 18.L PER DADE LETTER BAUD Off. 7. 2010 1 12/10/10 1 R.L. ADDED ST AND WOOD CMRTS 06/15/15 1 ELL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, 51h. EDITON. 2. WOOD FRAMING/IX OR 2X BUCK, 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/IX OR 2X BUCK, 20 GA 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF i/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL: EXTRUDED ALUMINUM 8063-TO .075" THICK. PANEL MATERIAL: EXTRUDED ALUMINUM 6063-T6 .080" THICK. 5. UNITS MUST BE GLAZED 1/4" TEMPERED OR 1" IGU TEMPERED .TASTM E1300-04. SEE GLAZING DETAILS SHEET 12. . �,. I.=PY G=(1TEIT E 4 TFM IS REQUIRED FOR THIS STAL 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK FRAME SYSTEM WITH DR WITHOUT POCKETS. NFL HFICHT AND D.L.Q. RMULA PANEL HEIGHT - FRAME HEIGHT - 1 9/16" D.L.O. HEIGHT PANEL HEIGHT - 9 25/32- D.LO. WIDTH - NOMINAL PANEL WIDTH - 9 1/4" B100 SERIES 4'OX 10'O NON-IMPACTNOARONFORCED SGD FORAuulpuvRl. 2 iaACKLAVOUi aE1NFORCEDUNIr WITHSILLRISERNBAANDA37 flE1NFORCED UMTW1iN6lLL flISEAA38 ANO tl9T r I�,IL (j7}S'1 DESIGN PRESBU =fA4PAOTR4TlN0 DESIGN PRESSUAERA71N0 IMPAN NE3f00.OPt72.0PNG SF NONE 3{ FORMASONAVICQNCRETEANOMETALINSTAWITION FOR WOODWSTALLATION FORADDITIONALSRESSEESHEET7 FORADDITIONALSIZESSEESHEET7A 8100 SERIES 4'O x 10'0 NON -IMPACT REINFORCED SGD 2TRACKLAYOUI' NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT 6CEED FRAME AREA TABLE OF CONTENTS OF 360Rq. FEET. HEET NO. .DESCRIPTION 1 - 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND 7 DESIGN PRESSURE CHARTS B - 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 - 12 BILL OF MATERIALS AND, GLAZING DETAILS 73 - 19 CROSS SECTIONS - 23 INSTALLATION DETAILS - 27 COMP JH 75DO AMSTERDAMD ORLANDO,PL32832 Fbv.N1MIA,01 Rml%All.�l MMY 8100 SERIES ALUMINUM SOD NON -IMPACT REINFORCED & NON -REINFORCED 4'0 X 10'D PANELS 2TRACK ELEVATION 98" MAX. FRAME HEIGHT MAX 86 21/32' MAX. D.L.O.111 HEIGHT 0 358 1/2" OVERALL TESTED FRAME WIDTH J 60" NOMINAL W. I� 'II PANEL WIDTH REINF. I — i I1:11 i an D[sa1vl�1 wrt wP6mm A PER DIRE LERER CAM JULY 14. 2010 07/1 RL 8 PER CAOE LETTER CATER 00. 7, 2010 12/10/10 R.L. C ADDED DT AMC WOOD CHARTS OB/15/15 R.L 52" MAX. D.LO. WIDTH REINF. II 0/1 I II F I ~ POCKET WALL II X UNDER / ROVAL. TO BSEPARATE E REVIEWED II BY AHJ. II II ROLLER ADJUSTMENT 6" TO FIRST A [ 81005ERIES5'Ox82 NON-IMPACTSGD HOLE, TYPICAL WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT T R .T ALL NOTE 7YP. LOCATED AT ALL AP PANELS SHOWN. RAWER NUMBER OF PANELS IN UNLIMITEDNOT CONFIGURATIONS PAN L MAXIMUM AREA OF ALTERNATE SIZES MUST VERTICAL CENTER LINES APPLICABLE AS LONG AS INOMOVPL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL NOT EXCEED FRAME AREA OF 361 FEET. SIZE AND USE VERTICAL CONDITIONS AS SHOWN. q] e RCED SGD 8100 SERIES 5'Ox 82 NON -IMPACT NON -REINFORCED SG 8f00 SERIES 5Y1 x B2 NON ILAYOMPACT RElNFO 2TRACKUYOUT aTAACK REINFORCED NON-REINFORCED UMTWITH§ILL AISEAP31 AEINFOACEO UNIT H'17H SILL flISEA03B ANO p7 AEINFOACEDURERAITX SILL AISFA &18RATiNG DESIGN PflESSUflE AATWO IMPACTRATWO DESINPAESSUAEAAIWG IMPACTRAT/NO DE6IONPAES6UAE AATINO IMPACTAATINO .i50.OPSF NONE ti00.OPSF NNE tBf.4PSF NONE FOR WOOD INSTALLA7IN FOfl WOOD,IMSONflVA:ONCRETEAND METAL/N9TAlL11ION FOR MASNRYlCONCRETEANO METAL MSTALIA%K1N FORADDITIONALB12E88EESHEET7A SIGNED: 03/fI FORADD1TIONALSIZESSEESHEET7 FOR ADDITIONAL SIZE99EE SHEEi7 ° c,m meruRnAamnlvR I I,IIIIA PANE HEIGHT ANO D I O FORMULA PANEL HEIGHT = FRAME HEIGHT — i 9/16° D.L.O. HEIGHT = PANEL HEIGHT — 9 25/32" D.L.O. WIDTH - NOMINAL PANEL WIDTH — 9 1/4' CORDORATE4D uaW.aivleo&. 8100SERIES ALUMINUM REINFORCED & NON —REINFORCED PACT 5-0 X 6'2 PANELS 2TRACK ELEVATION 1�--- 2e0 3/8^ FRAME WIDTH 1 yw»mlux w+c IwH+ovm " NOMINAL 48NOMINAL MAX. 40� MM.TESTED D.L.O. WIDTH A PER MOE LETTER DATED JULY 14. 2010 0]/24/10 R.L PANEL WIDTH B PER DAOE LETTER DATED DOT. 7, 2010 C ADDED 6T AND WOOD CHARTS 1]/10/10 R.L OB/15/IS A.L• I REINF. I I' REINF. 120" MAX. I REINF. FRAME HT 118 7/1S• / / MAXIMUM AREA CIF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. MAX. PANEL HEIGHT IDR 21/32" 0 O X I x I X X MAX. D.L.O. HEIGHT 8100 SERIES 4'0 x 10'O NON -IMPACT SGD ROLLER ADJUSTMENT HOLE, TYPICAL 6" TO FIRST WEEP SLOT TYPICAL ECEYATIONE""I'D, VIEW NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS IEEP SLOT P' X .1876" (6) PANELS SHOWN. UNUMITED APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL TYP. LOCATED AT ALL SIZE AND USE VERTICAL CONDITIONS AS SHOWN - VERTICAL CENTER LINES RIES 4V x 10'0 NON -IMPACT NON -REINFORCED SOD 48 HEAD tV'8100 SERIES 4'0 x 10'0 NON -IMPACT REINFORCED SOD qe n° �TRACKLAVOUT 4D SILI S TRACKLAYOUT 49 SILL AEWFORCEDUNA'WDHSILLRISEH896AM#37 REINFORCED UN7TWITHSILL AISEAR56AND0 NON-AEWFOACED UNITWRH SLLL RISER 6S4 DESIDNPRESSURE AA7IN0 IMPACTRAWNG DESIGN PRESSUSE RATING IMPA14ONE Nl DESIGNPAESSUREAA7IN0 IMPACTRATWO fi00.OPSF NONE t72.OPSF NONE 150.0PSF NINE FOR WOOD,MASONRY10ONOAETEANDMETALINSTALLATION FOAMASONRY/CONCAETEAND METAL INSTALLATION FOR WOOD INSTALLARON FORADOITIONAL SIZES SEESHEET] FOR ADDITIONAL SIZES SEESHEET]A FOR ADDITIONA L 61ZE8 SEE SHEET7 AMSTERDAMDRIVR PRODUCT REVISED '4'11T)OOr IUORLANDO, 1II.32631 a vem 1In wlth the Markin ��+� '0jj��j°° www Yulalne ado ,wiedootleomm Nol-No. 15.0723.13 'LL7CpRPORATI3D BepHvtlan Dole 00/23/2021 8100 SERIES ALUMINUM SOD NON —IMPACT REINFORCED & NON —REINFORCED 6Y 4'0 X 10'0 PANELS 3TRACK ELEVATION 96 7/16'. MAX. PANEL HEIGHT 18" MAX. 86 21/32" O MAX. D.L.O. HEIGHT HEIGHT 6' TO FIRST WEEP SLOT WEEP SLOT 1' x JEW TYP. LOCATED AT ALL VERTICAL CENTER LINES 362 3/8' OVERALL TESTED FRAME WIDTH - fiO` NOMINAL MAX. PANEL WIDTH REINF. I I REINF. O X X 1 8100 SERIES 5'0 x 82 NON -IMPACT SGD TYPXMLELEYATION EA7ERIOR NEW Pfl190t6 PfV DESCNPIxN MlE NPPPJLO A pER ME LERER DATED JULY t4, 2010 OJ/22/10 R.L B PER ME LETTER WED OCT. 7, 2010 12/70/10 R.L C ADDED 57 AND WOOD CHARIS 06/15/15 JR.L 52" MAX. D.L.O. WIDTH REINF. NOTE MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 3809q. FEET. X !ROLLER ADJUSTMENT HOLE, TYPICAL BER OF IN UNUMITED RIGURATIONS IS (A6) PANELS NUM PPLICABLE ASOLONG AS UNLIMITED NDUAL PANEL SIZED ES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. DESIGN PRESSUAE RATWO IMPACT RATING f5O.OPSF NONE FOR WOOD, MASONRY/CONCRETEANP METAL INSTAUAAO I FORADDITIONALSIZES SEESHEET7 8100 SERIES 8'0 x 82 NON -IMPACT REINFORCED SGDslu. 9TRACKUYOU7 REINFORCEDUNRWRNSILLRISERY88AND087 flEWFORGEO UNIT WITNSILL R/SFART8 AND 037 DESIGN PRESSUREH47IN0 IMPACTRATWD DESIGN PflESSURERATWO IMPACTRATWO f10.0.OPSF NONE 161.4PSF NONE FORMASONRY/CONCRETEANOMETALWSTAL[ATION FOR WOOD INSTALLATION SIZES SEESHEETZA FORAPPITIONAL 812ESSEEBHEET7 FORADOIRONAL I TsoD AMsrT! nnAxA nmv0 PRODUCT REVISED Win moor OXATID0,U1.3W2 tempi In wleh Nlm O Pltln INCORPOIIATCD °�sig1ApA14° ir.mAeimm mw.WndoDdnum,n Bullaln0 ojo 16.0723.13 x 8100 SERIES ALUMINUM SOD NON —IMPACT • expimnopimtlan onto 0012312021 REINFORCED 3TRREINFORCED 5'0 x B'2 PANELSLS 3iRACK ELEVATION DY Mle roue on o ORAW ON NO. RD TJH 08-00943 C z.ls ­ IDAN no AnAHn E—EA OF 21 120 FIT HI 286 26/32" OVERALL TESTED FRAME WIDTH 48' NOMINAL MAX. PANEL WIDTH D.L.O. WIDTH REINF. I I REINF. MAX. REINF. IG T 118 7 MAX.AX. PANEL � / HEIGHT I I « I s► I « I « 108 21/32" O O X MAX. O.L.O. HEIGIiT I I I I I --- Rlvsioxs xsr�nm afc u PER DADE LETTER DATED DULY 14. 2010 07/22/10 R.L. PER WE LETTER MIEO CU. 7. 2010 12/10/10 K.L ADDED 5T AND WOOD CHARTS 06/15/15 R.L. NOTE.. MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. 6" TO FIRST 8f00 SERIES 4'Ox IO'N0N-IMPAC7•SGD ROLLER ADJUSTMENT WEEP SLOT TYPICAL ELEVA710NEXIERIOR VIEW HOLE, TYPICAL WEEP SLOT 1" • .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNUMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. T R\ m HEAD 07 PRESSURERATING IMPACTRATINO •,�..-•- ------ t50.OP.S'F NONE t100.OPSF NONE t72.0PSF NONE WY�TT''�� 7500AM5'TBRDAMDIUVB i1JjJooi ORLANDO,18.32812 INCORPORATED womuiniro� mrvwindoodnumm 810DSERIES REINFORCED U& NNON UM SGD PACT REINFORCED 4'0 X 10'0 PANELS 4TRACK ELEVATION ITJH 1 __ 08-00943 1 C 1 120"IMAX. FRAME HEIGHT 118, 7/16" MAX. PANEL HEIGHT I 1MAX. DJTOHE roo 6° TO FIRST WEEP SLOT 0 REW61.N9 REy DESCNPIION APPRUrTD 286 25/32° OVERALL TESTED FRAME WIDTH ME 48° NOMINAL MAX. 40° MAX. A PER DAOE IETTEA GATED .R1LY 14, 1010 07/22/10 RL PANEL WIDTH D.L.O. WIDTH B PER DARE LETTER pATETI OCT. 7, 2010 12/10/10 RL C ADDED ST AND WOOD CHARTS O6/15/15 R.L REINF, I � flEINF. NOTE: AREA �OF sq?EEFRNE SIZES MUST NOT EXCEED FRAME AREAF 360 « '► r « x x 8100 SERjES4'OX TO'NON-IMPACTSOD ROLLERHOLE, TYPICAL ADJUSTMENT PICAL TYPICAL ELE VADONDURAONS IS EXTERIOA V/EW SIYEELS IN DOES NOT EXCEEDTED ONP MAXIM Mn PANEL CONDITIONS AS SHOWN. T ,� 70.OPSF NONE I I 272.OPSF I NONE IRU'OONORETEAND METAL/NSTALLATION FORPIOODINSTALLADON FOSADDMONAL SIZES SEESHEET7A 7ADDiWNALSIZESSEESNEET7 ''� ISDOAMSTERDAMDRIVU DooX ORLANDO,PL32632 DUCT REVISED .P%Y179 with tho Florid.w,..,i.4" i.B B.E.�N. 15-0723.13 p ALUMINUM SOD NON -IMPACT m utl.n eau YL312021SERIES EINFORCED & NON -REINFORCED X 10'0 PANELS 4TRACK ELEVATION 358 3/4" OVERALL 60" NOMINAL MAX. PANEL WIDTH TESTED FRAME WIDTH REINF. I REINF. 96 7 MAX, PANEL HEIGHT «40 » I I G X x i X 98" MAX. 86 21/32" i I HEIGHT I HEIGHT 6" TO FIRST8100 SERIES5'Ox82N0N-lMPADTSGD EXTEAIOq VIEW WEEP SLOT TYglCAL ELEVATON UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFI( (6) PANELS SHOWN. WEEP SLOT 1" x LONGSIZE DOES TSH EXCEED MAX .1875" TYP, LOCATED AT ALL APPLICABLE AS SIZE AND USE ERTCALL CONDITIONS AS VERTICAL CENTER LINES1 RvAgm, =CROOK un NPR°VE° PER DAD, LERER DATED JULY 14, 2010 07/22/10 R.L. PTA DAOE LETTER MTED OCT. ], 2010 12/10/10 R.L. A00M Sf NJD WD00 CHARTS OB/13/IS R.L 52" MAX. D.L.O. WIDTH TNF ROLLER ADJUSTMENT_ HOLE, TYPICAL NOTE: MAXIMUM FAREA OF ALTERNATE RAME SIZES MUST NOT AREA OF 360sq.FEET. EXCEED t100.OPSF NONE I I t61.4PSF I NONE ATION FOAWOOLSpZES E6SH SONRYA"ANCRETEAND METAL INSTALLATION FOAAODITIONALSIZES SEE SHE[I7A ESSEESHEET7 FOAADDFB T REVISED �_7T�� 1500ANITntl DAMDRIVB WI11L ooY ORLANDO,PL 32S32 pR+IN/NO PI°aa° oae 18-0723.13 vbmWlNum INCORPOItA'PE.D vemuivw ww.ewlndood°ee°°` out. 05/23/2021 810D SERIES ALUMINUM SOD NON —IMPACT REINFORCED & NON —REINFORCED �5'0 x 8'2 PANELS 4TRACK ELEVATION act OR m RF/ PW HP TJH 08-00943 C TJH 358 3/4" OVERALL TESTED FRAME WIDTH 52" MA% 60' NOMINAL MAX. D.L.O. WIDTH PANEL WIDTH I I REINF. 1 REINF. / REINF. I 96 MAX. PANEL HEIGHT y I « I I « I O I x x x x 98" MAX. 86 21/32" 0 I HEGHT I I I I HEIGHT e" TO FIRST8100 SERIES 6'0 x82 NON-IMPACTM ROLLER ADJUSTMENT VIEW HOLE, TYPICAL WEEP FIAT TYPICAL ELEVAT/ONEXTEB (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS WEEP SLOT 1°�x .1875' MAXIMUM PANEL APPLICABLE AS LONG TYP. LOCATED AT ALL ANDUSEVERTICAL CONDITIONS AS SHOWN. /m� VERTICAL CENTER LINES m I ,,, , � Lrzwl ta-e�7 DESION PRESSURE RATTNO IMPACT RATINB 350.OPSF NONE FOfl WOOD.MASADDRILSRE6 OMrAETTSTAI i'D DE4CRIPININ OAtE ,NPAWED PER WE LEDER DAZED JULY 14 2010 0T/11/10 R.L. PER WE LETTER DATED OCT. T, 2010 1T/10/10 R.L. ADDED 5T AND WOOD CRAMS 06/15/15 R.L NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360Eq. FEET. AE/NFORCEO UNIT WRN SILL RISER 026 ANDI..... .,._...__..___-_. ADES/ONPflESSUREAAT/NO MPACT AA ERTINO IMPACTRATWO NNErES0N3Pf0E98UPRSF 381.4PSF NONE 7SWAM8TBRDAMDRLVB WinDoor omJZNDD,BL32832 TNCEOLLPORAR'HD rum"ivr�iummp10' waw.wiodaorLrcmm '�'V C B100 SERIES ALUMINUM SGD NON —IMPACT*; REINFORCED & N014—REINFORCED 5°0 x 8'2 PANELS 4TRACK ELEVATION REINFORCED UNITS DESIGN PRESSURE CHARTS MASONRY/CONCRETE AND METAL INSTALLATION a.Tlmum dad resWIT capB0/ chart PSF SerleaB100Muminum Nvn.lmpeel Relnf4revd9O0 NN J•tlll /Iwnllam MS For unlNlndelladln Newnr nerele or Mefeltlmvlure Naniml3uOb PanelYJ4N 111) Hdph1 X.0 90.0 aAo 41A dB.0 ado B0.0 101 Poa Nog Poa Nap Pa Nep Poa Nep Poe eg Poe Np Poa Ne9 W.0 60.0 1WD BOA 150.9 0A0 1W0 WD 1480 WA 13i.1 W.0 1160 BOA 100q BdD 00.0 IWA 00.0 IWA W.0 1MI.0 BDA 130.3 00.0 fE40 0]0 IOBA W.0 iW.7 BBA W.0 IW.O W.0 15DA W.0 1J19- WA 11T.D W.0 109] 80.0 WA W.0 OZA pD.O B0.0 1W.0 00.0 19A0- BU.0 12A0 B0.0 114.0. BOA IW.B WA 8A1 BOA 80.0 1W.0 BOA 150.0 80.0 t32.1 W.0 113.0 BD.O 1W.0 80.0 81.4 W.0 B19 11d0 00A 1fi0.0 00.0 1Z4.1 B0.0 IW.T W.0 O4A W.0 00.3 I20.0 W. 4R,2 00.0 11TA W.0 ar mum deal n rexure Oe ac c Brt P Namfmpacf Relnloned SCD WNJ iM"tl/l rlwn Ilem WB Serinof00Muminum ♦unlNlntlo ledln MewmBT pn9rob or alol tlrgeluie NBMnoISnpmI 9A0 WAN(b) 4 }.0 10.0 Hakhl 11.0 a0.0 39A W.0 (H) Pos ieg Poa NeD Pw Nog Pw Nag Poe e0 Poa Nog Poe eg IB0.0 IWA t50A 1W.0 1W.0 IWA 150.0 100.0 IWA 100.0 1Q0 100.0 130A 80.0 BL0 1W.0 t00A 150A 1040 1540 ID0.0 1W.0 1W.0 1W.0 f00A 1W.0 100.0 19R8 100.0 1Z6.9 B0.O 100.0 160.0 IWA IWA t00A IWA tW.0 14A3 IWA 1W9 100A t00A 100.0 103A BB.0 tW.0 IWA IWA 1N1A 1W0 150.0 iW.0 142A 100.0 1R0.1 1W.0 IWA 1W.0 1W.0 100.0 IWA 1W.0 IWA 1fi0.0 1010 f121 IWA 15.1 100.0 1149 IWA tOS9 1f4.0 IWA 1fi0.0 100A 150A tWA 13A9 1c0.0 11BA 10A0 100.T - 11 0 1 .0 1fi0.0 1W.0 1989 .0 125.5 iW.0 0.B 1W.0 00.0 ' Maximum a Bn TaaSprB ca acl c a PSF) 3odu BIOOAIUMnvm Nano aMRalnlmcvd AODMlh4f/4'd/l alav,lmm p3i Fo1 unlNlatlellatlln awnry/OvncMevrMaNltlruvlun MWm130ryb PmmlWdN(b) 020 dD.0 oa Nep Poa Nog �®h1 R44 � Poa Neu J0.0 Poe lag s40 Paa NeB 640 Paa ag 00.0 Pva Nep a0.0 1Z5.3 150.0 1R0.3 160A 12A3 160.0 126.3 1W.0 129.9 160.0 1R69 1128 1269 199.0 BL0 iRA.3 160.0 12A3 iW.0 iZ5.3 1W.0 iRA3 160.0 12A3 160.0 1Zfi9 193.0 1Rfi9 1RS.B pA0 iR6.3 1W.0 12AJ 160.0 125.9 1fi0.0 126A 140.3 1259 iW.3 1WS 1W.fi iW.O IWA pBA R6.3 1W.0 1259 IWA 1269 150.0 13AJ 1426 1263 111 IWA 109R 10A0 100.0 108.0 12A3 IWA 1ZSA 150.0 1R59 1422 IRA] 120.1 114.9 119.3 10GA IOA9 1td0 IIB9 160.0 126.] 150.0 1269 1939 11&0 11A0 104T COAT 12A0 125A IWA 12M 4A3 IwIiZm 1110.8 110.0 100.0 1 A - PANEL IEICHT AND D L 0 EORMULA PANEL HEIGHT = FRAME HEIGHT - 1 9/1G° D.L.O. HEIGHT = PANEL HEIGHT - 9 25/32' D.LO. WIDTH = NOMINAL PANEL WIDTH - 9 1/4' n DM oEttWmW MlE MPPNw PFR DADE lEf1EA DATED JULT 14. 2010 07/22/10 RL. - plJt ODDE LETTER DAZED OCT. 7. Zulu 12/10/10 R.L AuOFD 5T AND WOOD cwl. OB/15/15 R.L NON -REINFORCED UNITS DESIGN PRESSURE CHARTS WOOD, MASONRY/CONCRETE AND METAL INSTALLATION 7500AMSTUDAMDME WinDoor ORLANDO,PL32832 TNCORYORA'12i90 m,o,u� vwvwimlwdecmm O1 O0NUM REINFORCED U&NON-REINFORCED GD PACT DESIGN PRESSURE CHARTS 09-00943 6" t'm — TYP. 6" MAX. T TYP. I . 18' MAX. D.C. ttP. SEE NOTES I & 2 SHY 8 G" MAX. r TYP. SEE NOTES I &2SLIT 8 6• MAX. I 11" MAX. O.C. TYP. 120• MAX, HEIGHT SEE NOTES 1 & 2 BHT 8 6" MAX. TYP. T 4'• MA%. ryp F'I I^ SEE 12 ANCHO SEE 12 ARCH O EE 12 ANCHO 4 TMP % ttP. "'lll fff"`61. - PI OANEL�LUSTER PANE CLUSTER PANE CLUSTER �I,pANEL TYP 111 DETAIL SILT. 10I DETAIL SHY. 10 DETAIL SHIT. 10 4'0 % 10'0 ANCHORING LAYOUT NON —REINFORCED AND REINFORCED UNITS 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN 6 tttt Iljj Y SEE 12 ANCHOR SEE 12 ANCHOR LUSTER J; LUSTER P EL QETAIL SHT 10 I'•PANEL DETAIL SHT 10 SEE 12 ANCHOR PANEL DETAIL SHT 10 PANE i �USTER it 70E� UEE UO um er o anc or ocallonsmquirodatiLamb4 Pea I., an mu on c u r anc an or oca on SInB14POnel WJ 018114 80IDA1 2A0 0A0 Ja0 4)D 4A0 $4.0 00A Tral Jem a Hd4 luefw JemOe M69 utlw Jemaa Nag lutiv JAmDe HA3 utlw J.m . HAS IL" Jem61 Nd9 lOtlw JemDe M68 utlw a0A 9 x 0 B 2 0 0 2 6 B 3 B 8 J B 3A0 6 1 < 9 i a 0 x B B- 2 e e J a, e J B 9 J e 8G0 T 1 4 T 1 0 T 2 0 T 2 D 1 0 6 79 8 T J 0 xB.a T 1 9 T- 1 4 1 2 9 7 2 6 T B 0 7 J Mo 7 1 4 7 1 4 7 2 a T 2 0 7 9 0 7 9 B 1Y40 B 1 4 a 1-1 4 B 2 B 0 2 e B J B 1=0 e 1 4 6 A 1 4 a 2 B B 0 B 0 B q1y OM.MN . M,TE APP3Q A PFR ME LERER DATED JULY 14, 2010 07/27/10 R.L. D PER DARE 1t o GATED OCT 7. 21110 12/10/10 R.L C ADDED ST AND WOOD CLUM 06/15/15 1 R.L ANCHORING NOTES: 1. ALL FRAME SYSTEMS, 2 TRACK. 3 TRACK, 4 TRACK AND 5 TRACK, HAVE TWO ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS. 2 ALL ONE FRAMER STEMS, AT H2 LOCATION 3INTRACK 45TRACK AND 5 TRACK, HAVE 3, FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 GA. MINIMUM STEEL STUD USE GRADE 5 #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. SHIM AS. REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM AIIOWASLE LOAD BEARING SHIM TO BE 1/4". 6. ALL IASIL111- w un 7. INSTALLATION ANCHORS SHAG. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTUREWS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE eP&7Pl' WITH STRFNGTHS LESS THAN THE MINIMUM STRENGTH A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE, - MINIMUM COMPRESSIVE STRENGTH OF 2.709 PSI. C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD BACKING, Fy=33KSI/FU-52KSI MINIMUM. 7500AMSIBRDAMDRNB WinDoox OBLANDO,P.32812 Tcicoxlronnzsn r'^"'"A°""m „w,.�Inanea&<.4&m wlmaelAw 8100INUM REINFORCED D&NON SGD PACT REINFORCED 4'0 X 10'0 ANCHORING AND NOTES i RENSA1x5 PANEL PANEL PANEL SEE NOTES pD• oacawmx wre APpa0.T0 6., —PANEL SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR 1 & 2 SHT 9 A PER MOE LETTER DAZED JULY 14, 2010 W/22/10 fl.L 6" P. .MM -'{ L 1 I . H CLUSTER I DETAIL SHT. 10 CLUSTER 1 1 DETAIL SHT. 10 CLUSTER 1 DETAIL SHT. 10 I 6" MAX. R PER DAOE LETTER DATED OCT. ], 2010 17/10/10 R.L. MOD CHARTS 06/15/15 R.L. TYP. �.- _ TYP. C ADDED 5T AND 6• MAX. T TYP. 11" MAX. " O.C. TIP. ANCHORING NOTES: 1, ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK, h TRACK AND 5 TRACK. HAVE p a 98" TWO ANCHORS AT EACH LOCATION $�HACWN K 4THEAD.D JAMBS. A( ,AND 5LL ATRACK. HAVE E E Eo MAX. 2. ALL FRAME SYSTEMS. 2 TRACK. 18" MAX. O.C. TYP. ' o °' 0 rn HEIGHT ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. THROUGH A PROPERLY SECURED -� m zo 0 o s 0 SEENOTE 3. FOR ANCHORING INTO MASONRY/CONCRETE RAL URAL WOOD BUCK USE 1/4" ELCO CREPE-REX TAPCON 1X NON-STRUCTUINTO 0 & WITH SUFFICIENT LENGTH TO ACHIEVE A 1 i/4" MINIMUM EMBEDMENT AND 2 3/6" MINIMUM SHT 9 SUBSTRATE WITH 2 1/2' MINIMUM EDGE DISTANCE SHOWN IN ELEVATIONS AND INSTALLATION SEE NOTES 1 & 2 ai > r 6" TYP' SEPARATION. LOCATE ANCHORS AS DETAILS. INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 SHT D .1 4. FOR ANCHORING STUD USE GRADE 5 #14 WOOD SCREW WITH GA. MINIMUM STEEL SUFFICIENT LENGTH TO ACHIEVE A 1 5/8' MINIMUM EMBEDMENT INTO 6" MAX. 6" I SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION NP. TIP' I- SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHORS " L._ 4" MAX. SEINES. 1 CLUSTER 1 CLUSTER I CLUSTER I TYP. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 6" DETAIL SHT. 10 DETAIL SHT. 10 CLUSTER SHT. 10 SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM T� ttp -DETAIL ALLOWABLE LOAD BEARING SHIM TO BE 1/4". L�PANEL EPANEL PANEL PANEL 6. ALL FASTENERS TO BE CORROSION RESISTANT. 4" MAX. II 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ttp, "'III III 5 O x 8'2 ANCHORING LAYOUT NON REINFORCED AND REINFORCED UNITS MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND'ANCHORS SHALL NOT BE 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS U51NG SAME ANCHOR CLUSTER AND PATTERN USED IN SBROW:TES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECA. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSI. E 1 um or o an or oca onam pre a am a, lea , an mu On c ug" one ore per ow on SIn0le Penal Wltllh (In) HelOht go) ✓amba NO HdS xtler Jambe 30.0 HdS letlar Jamw 160 H69 IYtl1I Jambi d2.0 Hd3 latler Jam a 4B.0 83 Iutler Jambe 040 M63 utler 80.0 be Hd3 utlm 0A0 0 1 1 41 1 B 1 1 1 9 1 B 1 2 1 8 1 B I 2 I8 0 9 B e 3 B 84.0 B 1 4. 0 11 4 B 2 1B 0 2 0 e 3 B B 8 0 6 3 Bd.B T i 9. T 1 9 T 2 0 T 2 8 T 0 0 T 3 6 T 3 6 0 08.0 ] 1 1 4 1 ] 1 1 1A ] 2 6 ] 2 8 T 9 B ] 3 B T 3 loa.0 T 1 4 T • 1 4 ] 2 i]L0 B 1 4- 20.0 B 1 1 4 1 B I1 4 0 B 2 B B 3 B Number 0 one or locationsmuffed at 1,001fiRPTH—nClor er ooR On Aware Sln r4Penel Wla(h In1 0-0 24.B sB.B Sao 4a0 40.0 560 60.0 Me B 0 e e e e e 04.0 e a 0 B 0 e B 95..0 0 0 9 0 9 0 0 9a.0 0 0 0 B 9 e 0 md0 10 10 10 10 10 10 114.0 11 11 11 it 11 120.0 11 1 11 fl it C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYP (OR GREATER). D METAL FRAG. IIN33K31/Fu-052K5041 MINMINIMUM THICKNESS WITH 2X WOOD BACKI 7500ANISTERDAMDWVB WinDoor OW.ANDO.PL32832 INCOEPORAT03D ve�wA.. erwuuuaws uwrlvninmancwm 8100SERIES REINFORCED D&ANON-REINFORCED UM SOD PACT 5'0 x 8'2 ANCHORING AND NOTES 4" MAX. I 4° _ CONDITION 4" MAX. 4^ I._. IA%. I 4" - 4 3/4" PtNSI0N3 RN [ 10H WTE mpR o A PER DADE LETTER DATED JULY 14, 2010 I W/22/10 1 R.L S PER DADE LETTER DATED OCT. 7. 2010 12/10/10 R.L C AODED 5T AND 1000 CKARTS 06/15/16 RI - MAX. VERTICAL CONDITION 4° 4- MAX. MAX. MAX M " F 4 4• 4" 1 MAX "AX. VERTICAL CONDITION 4° MAX, 4" MAX. I 4 4" 4. MA`�4 MN. MA% XA. CLUSTER DETAIL 4-TRACKSYSTEM ADDITIONALLY NOTE: MINIMUM (2) ANCHORS IN PAIR REQUIRED AT EACH SIDE 0CENTERLINE OF PAl`N PANEL. 3/8" SEPARATION T7 SEPARATION 'I r SEPARATIONt—. �I 'I 9 1/2- SEPARATION r POCKET 2 I�1'.�1I1,�111P1I 3 TRACK 4 TRACK 5 TRACK I I 2 TRACK q 1 2 3 tfi" 6 15/1g° _L.�.� �4 9 3/8" SEPARATION HOOKSTRIP ANCHOR LOCATIONS SEE DETAILS IN SHEETP9 SEPARATION 9/16" SEPARATION - sEPARATION: HEAD & SILL ANCHOR LOCATIONS 3SEOETAIL6IN SHEETS 20.2IAND 12 5 TRACK 44 3/4" 4 TRACK 2 TRACK 3 TRACK T 1 9 1/2•• SEPARATION VERTICAL CONDITION 2 3 8 SEPARATION 4 3/4° SEPARATON 7 1/8" SEPARATION I I L AMBANOHOR 4" Mom'- LOCATIONS 4" SEE DETA1L31NSHEEi620.21 ANDP2MAX. k 1 3/4" 2 1/4" 3° 2° -F°II 7 1/e° ° 3 1/2° I a 1/2° CLUSTER DETAIL ►i 3 1/2° �+f1 6�71RACKSYSTEM APPROVED SILL RISER OPTIONS PANEL CONSTRUCTION; ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 ALUMINUM. VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH RAIL IS SECURED TO STILES WITH (3) #10 % 1 1/4" SO, DRIVE SCREW AT EACH END, ITEM #47. ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. 8100 SERIES ALUMINUM SGD wmvrviodoorinuom FRAME CONSTRUCTION: / pRAWD; ma RD. EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE SECURED TO JAMBS WITH N7 TYPE TJH 08-00943 A SS SCREW, REM #48, (2) AT EACH CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME, (3) AT EACH CORNER ON 4 TRACK FRAME AND (3) AT EACH CORNER ON 5 TRACK FRAME - R NT$ DATE 02/O4/10 -10 FS-02180 DESCRIPTION 2 TRACK WS FRAME HFAC 2 TRACK WS FRAME JOE 2 TRACK NSWS.SILL PAN 2 TRACK WS SILL INSERT 3 TRACK FRAME JAMB 3 TRACK SILL PAN 3 TRACK SILL INSERT 4 TRACK FRAME HEAD 4 TRACK FRAME JNAO 4 IPA" SILL PAN 4 TRACK SILL INSERT 16 B-01083 FRAME ,NUB INSERT KEYMARK ALUMINUM M-16 17 141-01069 TOP RNL RDTUNN ALUMINUM 6063-TG 111 111-04723 BOTTOM RAIL KOVARK ALUMINUM 6063-TO 19 FS-04766 TALL BOTTOM RUL KEYVARK ALUMINUM W63-To 20 NPG PANEL GUIDE NYLON 21 FM-01071 LOCK SIRE KEYMARK ALUMINUM 6063-TS 22 FH-OS044 INTERLOCK ME REYMANN ALUMINUM 600-TS 23 FH-04767 FEMME BUR SITE EKE. OFFSET KEYNMK ALUMINUM 6063-T6 24 FH-04750 MALE BUR SINE EKT. OFFSET KEYMARK AUMINUM 8007-76 25 FH-04826 FEMALE BUR SlllE Uf. OFFSET KEYMALIK ALUMINUM 6063-TB 26 P75690 DUST PAD 1.244' x .5' x 23P 27 FS-01147 BUMPER JAVO INSERT KEYMAAK ALWINUN 6063-T6 28 FS-04754 PLANSIZE INTERLOCK KEYM4RK ALUMINW 8063-TB 29 FS-04755 PLAIN SRLE INTERLOCK COVER KDVARK ALLMWULI 6063-76 30 FS-05382 DOERLOCK SNAP CWBN NEWARK ALUMINUM 6063-76 31 FS-OM6 STBE =0 INSERT KEYMARK ALUMINUM W63-T6 32 FS-02726 PANEL STU MLIB INSERT KEYMW ALUMINUM 606348 as ru_mena 1 314' 9LL RISER KEYNARK ALUMINUM 6063-TO 35 FH-03653 3' SILL RISEfl REYMARK ALUMINUM 6063-T6 36 FH-03654 71/2' SILL ASEA KDVARK ALUMINUM 60fi7-T8 37 FH-WO55 4 1/4' SAL RISER KEYMNIK ALUMINUM 6063-16 311 FS-02173 HOOK STRIP KDMARK NUNINUM 6063-TG 39 FS-04476 HOOK STAIN WALL COYEi KESAUK ALUMINUM 6003-M 40 FS-04477 NOOK STRIP WALL MOUE KEYVAPof ALUMINUM 6003-T6 nr ru_mn'rs IMP NoMAL GLASS STOP KEW JAUUMIUM 6063-16 pL6CRPRcx wa APPRbhn PER DADE LETTER DATED JULY 14, 2010 07/22/10 R.L. p1A DACE LETTER DATED OCT. 1, 1010 72/10/10 R.L. ADDED ST AND WOOD CHMIS 00/15/16 R.L, MT SCREEN BOX SGHtC1V VERTICAL CROSS VERTICAL CROSS SECTION SECTION TO WUTN27ROWS TO RE USEOWRH 2 TRACK, AND2TRUiSD AN0RAMESSTEMS S 2 TRACKAEFRO, 3 TRACK FRAMESY3TEM3 AMID 4 TRACK FRAMESYSTEMS PARTS LIST CONTINUED ON SHEET 12 PRODUCT REVISED ��T''� 75ooAbf31RRDA,YKDRNE �11Lul00r 0RLAND0,FL3201R ' a eompl In wN1 1HO PIorlda Bundlnp �010 16-0723.13 ]NCARP0M1O3D v u nM NvwawMdaodnrmm NOA-No. Wpwllon Dar_?08/33I2021 0100 SERIES ALUMINUM&NO SOD NON -IMPACT REINFORCED dK NON -REINFORCED ar / BILL OF MATERIALS AND SCREEN CROSS SECTIONS 131017 PS-04791 aETmoxs PARTS LIST CONTINUED m DPSaiPMW DATE "pphOjEO FROM SHEET 11 A PER WE LfTIER DATED JULY 14. 2010 oT/zz/lo R.L. 6 PER DARE LETTER DATED OCT. 7. 2010 12/10/10 R.L C ADDED 5T AND W000 CWTR15 05/16/16 N.L. EMAIE BUR SRU RERITRRCING MAN ttETMIUtn - PRAME HEAD COVER KDTAAK NUMIMIM 6063-T6 1" O.A. SILL COVER KETMARK ALUMINUM 6063-TB 112" AIR , SCRSPUME EEN 7/4. TEMP GAP 1/GA TEMP 1/4' GLAZING VYGI. VN% 1/4" TEMPTF 1' GUNIN0 V61YL VPM EXTERIOR INTERIOR TANDEM Romm EXTERIOR INTERIOR I DUAL POINT MORTISE LOCK L ME - 1" GLASS 1" LASS IL-ll SITE CLASS 7111ING BLOCK BITE 51 INIFALOCK BUMPER RUBBER 52 68 nmsm .187 x ,350 43 68 41 RNSFAL .187 x .240 55 55 DNSFAL .187 x .140 82 18 x 1/2' PH 79 SCREW 2 TPACK IS INSERT KDMARK ALUMINUM 6063-T6 18 x 3/8' PH TYPE B SS 18-8 SS 110 x 1 I/4' TYPE F SS 17 • 5/8' PH TYPE A SS 410 56 18 x 2' M ON SCREW 410 55 GLAZING 7YPEA GLAZING TYPE B x 3 4 PH TO( SCREW 1ID / � 410 ss I°IGUTEMPEflED I/A'IEMPEflEO SNAP IN BILL GAVE PLASRC GIAJNG COMPOUND Sim URETHANE , ° 5 7RACK SILL PAN KEYMARK ALUMINUM 6063-76 2 TRACK NS/Y6 RETRO SILL PAN KEYIARK ALUMINUM 6063-T6 NOH,,pACT "mo SEE SHEET 12 ' MT SCREEN TOP/BODOM RUL KEYYMK ALUMNUM 6063-18 MT SCREEN SDLE Km9itK ALUMINUM 6D63-T6 MT SCREEN STRE U/SOL KETIDRK ALUMINUM 6065-M MT SCREEN ASTR= KE I MIX &UMINLR6 6063-7B SIGN OOK SCREEN TO'/BOTTOM PAR KMOK "MINUM 6063-T6 75WAMSTMDAM DIUVe BOX SCREEN SHE NEYkJUCK ALUMINUM 6063-TB PRODUCT REVISED WinDOOY ORIANIXJ, PL 32a32 BOX SCREEN SWEEP NEY6WtK ALUMINUM 606J-TB no oomplYylnnn wIth the Plotltla Gatlo Pm nN4a INCO1iPORATfSD pmxW4BdW w.w+.evNd^o.L�c.mm BOX SCREEN RTRAGAL KEYMARK ALUMINUM 6o63-T6 DuIMinB No".. 15�0723.73 M SGD 8700 SERIES ALUMINUNON-IMPACT SIGNHURE HANDLE SET Explmtlun DRm001271 021 REINFORCED & NON-REINFOftCEOyy ^ry0 5 TRACK SILL INSERT KEY1Wtl( nLVMMUN 6067-Ts BILL OF MATERIALS AND GLAZING DETAILS I ctA SPACER 1011M AUA6WN.1 AW-J000 By Miam- latluc ontro E am m RC Z�°SI JlA ss 1B x 3/4' PH TO( SCREW TDJH 08-00943 //II 810 x 3/4' PH TOM SCREW S HITS ME 02/01 10 SHET 12 OF 27 TIMED PANEL Z-CUP KEYWVRK ALUMINUM W63-76 1y,Y O[SCI® m I 'TE I N4R A PER DADE LETTER MTED JULY 14, 2D10 07/22/10 ILL. n 15 57 20 D PER OADE LETTER DATED OCf. 7, 2010 I12/10/10 R.L. til C I ADDED 5T AND WOOD CHARTS 06/15/15 1 R.L. 7 & SECTION A 2 TR40K WS FRAMESYSTEM W7TH"'LL S TRACKFRAME SYSTEM WITH4 RISERSHOWN, 2TRACKNS,2TRACKWS RETRO AND 2TRACK NS RETRO SILLS AND AL L SILL RISERS MAYSEUSED NOTE SEE VARIOUS �SUSSRTATTS 20. E F OR MATERIALS. ASPECC SUANCHORAGE TO BSTRATE S INDICATED ON EACH HEAD, SILL AMD JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. USED 7500Aw.mo DAMDAIV6 WinDoor DRLANO.EL 52652 INCORPORA773D °1"n101A1� r,nwumw www.wlndooelna<om S100REINFSERIES ORCEDALUMINUM NON SGD PACT REINFORCED VERTICAL CROSS SECTIONS Y 7A SEE FIXED PANEL SEE FIXED PANEL NOTES SHT. 14 SECTION D PLAN STILE ATB 1RACKJAMB PANEL 14 ptN s UFSCPNIIQY WE I➢ MM PER ME LETTER DATED JULY 14. 2010 07/22/10 R.L PER DARE IETIER DATEO OCT. T. 2010 12/10/10 R.L. ADOED 5T AND WOOD CHARTS, 06/15/15 1 R.L 12 SECTION G INTERIOR 54 REINFORCEDMONNEINFORCEDINWRLOCKSTILEAT 84 FIXED PANEL NOTES: EKTERIORNOOKSTRIP 1. FIXED PANEL TO JAMB CONDITION: FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS Jf85. FIXED PANEL Z—CLIP. ONE 2— CUP IS J2 6 ATTAC:24" FROM HED TO PANELPOF THE WITH (3) PANEL # 84. #10Dx 3/4°ROM BOTTOM OF PH TEK SCREWS ANDLH N IT IS CH Z—CLIP 59 ATTACKED TO JAMB 14. SECTION SE SHEET OI ANTH D )SECTIOITEM NeZ SHEETlo x 18/SHOW AEFIXED RPANEL TOTIJAMB CONN D DITION. 2. FIXED PANEL TO FIXED PANEL CONDITION: TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM 083, UB x 3/4" PH TEK SCREW. THERE IS 21 57 TOROW ANON THE D BOTTOM WITH ONE ADDITIONAL SCREW R AND A ROW ON THE ENETHERCENTER. OF SECTION D SHEET FIXED PANEL 14. 44SECTIION THE EXTERIOR _ SHEET PNELECTI SECTION PANEL ICON SECTION U, SHEET 16 AND SECTION CC SHEET 19 SHOW A -I FIX NOTE: SEE SHEETS 20. 21. 22 AND 23 FOR TYPICAL ANCHORAGE TO SEE FIXED PANEL SPECIFICAND SUBSTRATE IS JAMB TRACK INDICATED ON SYSTEMS ARE SMICWLEAD. SILL AND . NOTES SHT. 14 /InU001 ORLANDO.PL3282 CORPORA wz ai wlwavindoodncmm 8100RE NFIES ORCEDD&INUM NON —REINFORCED SOD PACT HORIZONTAL CROSS SECTIONS SECTION F LOCKSTILEAT2 TR40K✓AMS SECTION E LOCKSTILEAT S TRACKJAMB NOTE: SEE SHEETS 20, 21. 22 AND 23 FOR TYPICAL ANCHORAGE TO NADICATEDUS SONSRTATE EACH HEADBAND TRACKECYSTEM.SUBSTRATE IS Rn cumman I DATE Arr mo A PER WE LEOIR DATED JULY 14, 2010 07/22/10 R.L B PER DARE LETTER DAIFA OLT. T, 2010 1 12/10/10 R.L AG 5T AND WOOD CRARTS O6/15/15 R.L yy jlJyJ ooi OASANOO, PL32Ri2 TNCORPORATIiD xea I.., o teraurml wuw.Wndool5,cmm 8100SERIES REINFORCED 61NNONUM SREINFORC NOD ON—REINFORCED HORIZONTAL AND VERTICAL CROSS SECTIONS 5T SECTIONJ ROWORCEDIMERIORF)XEDBUTTST TOLOCK6111E SEE REIN. NOTE SHT. 15 SECTIONK Nu LOCK STILE TO REINFORCED EXTERIOR FlKED BUR STILE SEE REIN. NOTE SUIT. 15 SECTION L AEINFOACED INTERLOCKSTILETO RENFORCED INTERLOCKSTXE tJ{ I t"lum SEE NOTE SECTION M S .SHT. 15 REINFORCED IXIEAIOA FLCEO BURSTILE 7D PWNBTILE FIXED PANEL S SHT. 14 REINFORCING BAR NOTE: ITEM :46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM #66. BEM ?47. FEMALE BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH ITEM #65. ITEMBUR STILE OFFSETSMIT REM #66. ALLSCREWSTARE NG SPACED 6" FROM IS SECURED TOP AND BOTTOM F E BUTT STILE AND FEMALE AND ONE AT MIDSPAN. uscRwnaa PER DADE LEMOM DATED d LY 14, 2010 PER DADE LETTER DATED OCT. 7, 2010 ADDED 5T AND W000 CHARTS R 9N. NOTE SHT. 15 LOCKIND BUTT STILE INTERIOR EXTERIOR SEE REIN. NOTE 750DAMMIDANIDRIVA %inDOOY omANDo,Taum CORPOILA'1PD yewie'� wv'.�Indae,Lumm 8100IN REINFORCED U&NON SREINFORCEDPACT HORIZONTAL CROSS SECTIONS 27 N.TC I MRNVLU k2/10 R.L. hoHO R.L SECTION P Jtyllyw w LOCKSMETONONAEINFORCED EXTERIOR FIXED OUITST/LE SECTION R NOPFREINFOROED DRERLOCKSTXV TO NON-REWFORCED IN TERLOCK STIL E RfA9ON5 pESCNPTON a APPtlb=RPER WE MMR CAM JULY 14, 2010 R.L.PER DARE IEM OATED OCT. 7,1010 R.LADOEO ST ANO WOOD CHAR75 R.E. 15 7500AMMMAMDBlVB Door , OWANDO.FL31A31 R,OR T3L7 em.g= lodoonncwm M 61pL4b5 P`TV.v OD 0 SERIES REINFORC91) &NNONUM SREINFORCEOPACT HORIZONTAL CROSS SECTIONS OS-00943 EXTERIOR SECTION AA S TRACKFRAMESYSTEM SEEDY. TABLE SHEETS 74 7A SEE FIXED PA NOTES SHT. 7 &7A uT.uwrlpx are uvDwm PER DADE LETTER DATEO JULY 14, 2010 07/22/10 I R.L. PER OAOE IEDER DATED OCT. 7, 2013 12/10/10 1 R.L. AIDED ST ANO WOOD CNARIS 106/15/15 IRL INTERIOR EXTERIOR 18 SEE FIXED PANEL NOTES SHT. 14 4 r 7500 AT(STRRDATLDRIVIi AnDOOY 0RLANDO,PL32882 CAIU?ORAYP.T1 rn�wia� waw.WndeoAncrum 8100 SERIES ALUMINUM SOD NON -IMPACT REINFORCED & NON -REINFORCED VERTICAL CROSS SECTIONS 08-00943 SEE SHEETS 7 & 7A 34 OR 33 36 Oft 35 37 SILICONE SEALANT SEA NOTES SM. 14 SEE REIN. NOTE SEE FIXED PANEL r7T PER OAOE LET(ER DATED JULY 14, 2010 aT/zz/1u n.L. SHT. 15 NOTES SHT. 14 B PER WE IEITER DATED CU. T, 2010 1 12/10/10 RL. 65 26 R5 MDED ST AND WOOD CHARTS ae/15/15 R.L. SEE FIXED PANEL NOTES SHT. 14 INTERIOR EXTERIOR SEE FIXED PANEL �""1 "�"" SECTION V NOTES SM. 14(4g)SILLLOCKinLEATMACKJAMB m6DPANELAT47RACKJAMB WinDOOf oUAND0,M321W Tlaconronnreo '"°'^'°'"""m NON—IM B IOOSERIESREINF REINFMINUMORCED H01O4SREI FORCEOPACT HORIZONTAL CROSS SECTIONS RIOR IIOR SHEETS 7 & 7A 0R 33 OR 35 37 :ONE ANT IITBACKFBAMESYSTEM SEEU.P. TABLESKEM 7& 7A SEE SH pEURNiOx .Arc IwPRwm PER OADE LEVER DATED JDIY 14, 2010 07/22/10 R.L PER DADE LEVER DATED OCT. 7, 2010 1 12/10/10 IR-L ADDVI 5T AND WOOD CINKfS 06/15/15 R.L SECTfON Z FMOPANELAT5TRACKdAMB pb�N1N1AW e��oreeinsos www.windoorin<.mm GD P pimnon Del 0B722/2021 UM 81ES 00REES INFSERIORCEE &ALUMiNNONSREINFORCEDPAC oy HORIZONTAL AND VERTICAL CROSS SECTIONS 5T OF SEE INTERIOR 6E9'.Nn1 ON an i1PPRMO PER WE LEffER DATED DULY 14. 2010 07/12/10 R.L PER DINE IEER OA1E0 OCT. 7. 2010 12/10/10 R.L ADDED 5T AND W000 CHARTS 06/15/15 P.L SEE REIN. NOTE SHT. 15 SEE FIXED PANEL SECTION LID NOTES SHT. 14 NO*REINFORCEDFIXEDPANEL 47 65 25 B3 32 26 21 TO FIXED PANELAND INTERLOCK INTERIOR EXTERIOR SECTION CC I SEE FIXED PANEL 48 HEAD REINFORCED FIXED PANEL / NOTES SHT. 14 49 SILL. TOFxEDPANELINTERLOCK 8100 1 OORESERIESINFORCEDD &INUM NON SLID REINFORCEDPACT HORIZONTAL CROSS SECTIONS . IX BUCK BY. OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 2 1/2" MIN. 2 3/8° MIN. EDGE DIST. SEPARATION C. EXTERIOR FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 1/4" ELCO -\ CRETE-FLEX TAPCON SILL TO. BE SET 1N BED OF APPROVED SFA ANT OR NON -SHRINK GROUT BY OTHERS CONCRETE 1 1/4° MIN. EMBEDMENT �, SHIM INTERIOR 3" 0 1 1/4° MIN. P EMBEDMENT 0 MASONRY/CONCRETEp d —� BY OTHERS 2 1/2" MIN. 2 3/16° MIN. EDGE DIST. SEPARATION 2 TRACKFRAME VERTICAL INSTALLATION MASONRYiGONCRETE WSTALVIDON 1 1/4" MIN. 'EMBEDMENT 1/4- ELCO CRETE-FLEX TAPCON c SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 C.' 2 3/8" MIN. SEPARATION Rfl9 s OESGIIFIWI PM DIRE LEM 0MEO JULY 14, 2010 PER DAOE LETTER DATED DOT. 2, 2010' AODEO 5T AND WOOD/C11AR1S 1/4° MAX. SHIM INTERIOR EXTERIOR 2 1/ I° MIN. • n FASTENER BE COVERED EDGE DIST. d WITH APPROVED WIT ANT BACKER ROD AND 1X BUCK BBY UCK OTHERS- APPROVED SEALANT BY OTHERS PROPERLY SECURED (SEE NOTE 2 SHT. 1) pTRACK FRAMEJAMBINSYALLATION IX BUCKTO MASONRY/CONCRETE /NSYALLA7(0$ NOTE: CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMFOR O R 3 TRACKCHOR AND 4TIO�K SYSTEMS. SEE 2 TRACK WITH 3' SILL SHOWN 3 TRACK, 4 TRACK & 5 TRACK ARE TAB SIMILAR. PUSILL RISERS MAY BE USED PER DP ESHEETS7& 7A. 7500AM676RDAMDRTVS PRODUCT REVISED W111DO0Y ORLANDO,PL32932 ea coI ply yj with tho Florida INCORPORATBD ewmiei°aim wrR.windcodncrnm De1hill, Ge 0 18-0723.19 NDA No. Gpirptlon Oate0812312021 8100 SERIES ALUMINUM SOD NON-IMPAC REINFORCED & NON -REINFORCED INSTALLATION DETAILS nuE I➢PNV/N 22/10 R.L 0110 RL. —1,R.6 SIGNED: 2 1/2" MIN. EDGE DIST. 1X SUCK BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS SILL TO BE SET u IN HEO OF APPROVED SEALANT OR NON -SHRINK GROUT v MASONRY/CONCRETE v BY OTHERS 2 1/2" MIN. EDGE DIST. MASONRY/CONCRETE OL CRMN UTE �ROWO 07/22/10 R.L. B 1/2" SEPARATION 6( OTHERS A PER DARE LETTER DATED JULY 14, 2010 B PER DADE LETTER DATED OCT. 7, 2010 12/10/,10 R.L. O 0 C 1 1/4" MIN. ADD 5T AND WOOD CHARTS O6/15/15 R.L. - d , - 5 G A' EMBEDMENT 1 1/4° MIN. I1 -'ll 1/4" MAX. d �r EMBEDMENT II^ SHIM -� BEE NUMBER OF ANCHORS REQUIRED AT JAMBS 1/SHIM .. 1/4" ELCO CRETE-FLEX I I I SHIM PER TABLE SHEETS 0& 9 TAPCON FASTENER HEADS 1/4" ELCO TO BE COVERED WRH APPROVED CRETE-FLEX TAPCON - Q' SEALANT INTERIOR 4 Q 4 Q g p INTERIOR EXTERIOR 9 SEPARATION IL L� L lJ EXTERIOR 1X BUCK BY OTHERS, ' 1% BUCK To BE d PROPERLY SECURED FASTENER HEADS 10 BE COVERED d . '. C (SEE NOTE 2 SHT. 1) BACKER ROD AND WITH APPROVED APPROVED SEALANT SEALANT d. BY OTHERS v v y. 0 9 1/2° SEPARATION 'P' a= H TRACK FRAME VERTICAL INSTALLATION NT MASONflY/CONCRETE INSTALLATION Ea 2 1/2" MIN. I o_ EDGE DIST. I d Wi11Door OLU.ANDD;PL32832 � mwiAwo 1NCve wue�mm www.wbdoorincram 8100 SERIES ALUMINUM SGD NON —IMPACT 08-00943 I' MIN. EDGE DIST, DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2% BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AN[ APPROVED SEALAM BY OTHER! FASTENER ROVED TO BE COVERED WITH APPROVED SEALANT y14 WOOD SCREW 4 1/4" SILL TO BE SET IN BED OF APPROVED SEALANT OR DS NON -SHRINK GROUT DOUBLE 2X BUCK/WOOD L MIN. FRAMING BUCK TO BE TPROPPERLY EHERS, 2X MBEDMENT SECURED 1" MIN. J^_,.�r.4 9/1 B" SEPARATION --I EDGE DIST. 1 3 TRACK FRAME VERTICAL INSTALLATION DOUBLE 2X DUCWW000 FlfAME1NeTAUAI.- 1 3/4" MIN. EMBEDMENT DOUBLE 2X BUCK) WOOD FRAMING BY OTHERS,. 2X BUCK TO BE PROPERLY SECURED pgCpP110H WE AOPP0VE0 PER OADE LETTO DATED JULY 14, 2010 07/22/10 R.L. PER DOE LERER DATED OCT. 7, 2010 12/10/10 R.L. ADDED ST AND WORD CHARTS 00/15/15 R.L I� 1/4° SHIM 814 WOOD SCREW I FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT 4 3/4" SEPARATION INTERIOR 1' MD I `I {1 `� � 1 EDGE DIST. Ittll —r— EXTERIOR JJ//\II_1 SEE NUMBER OF ANCHORS 9TRACK FRAMEJAMB INSTALLATION REQUIRED AT JAMBS PER TABLE SHEETS B & 9 OOUBLEIXBUCKM'000 FRAMElNSTALLATION NOTE: 0R mATE INSTALLATIONf4 2SHOWN. DOUBLE 2TRACK AND 3TRACKANCHORAGE SIMILAR TRACK SYSTEMS. SEE SHEET 10 FOR ANCHOR O.C. SEPARATION. 3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK ALL APPLICABLE SILL RISERS MAY & 5 TRACK ARE SIMILAR. USED PER DP TABLE SHEETS 7 & 7A. SIGNED: 0311612C BE �7'� 7500 AMSTSRDAMDAIVB PRODUCT REV19E0 Wi1lLooi DRLANOD, L+L 32R32 ER pl In It lno l.dP p�yp,qulw BUItElne �ur% INCORPOBATRD Y.�m�naw wwawlodoodncmm ``\V '�\� 0 '�S NO"-- 16-0723.13 SERIES ALUMINUM SOD NON —IMPACT e�Pxetlon o0te 08/23/2021 B100 REINFORCED & NON —REINFORCED By INSTALLATION DETAILS I Produv o tro 1 A ;il, N COR0 Mln OdD x0. Rev .0`4 rvaPn. 08-00943 C .////i61oiJA)..��\\\ DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS EXTERIOR 1/2° SEPARATION #14 W000 SCREW I I I I I SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2X BACKED OGA STEEL FRAMING BY OTHERS SEE NOTE 2 SHT. 1) - 91/2"SEPARATION 1" MIN. I� 9 1/2° SEPARATION EDGE DIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS. r'V1r1 EXTERIOR 614 WOOD SCREW IIVII'� I°`II1 IIVIL'mJ III IIIL`�/' SILL TO BE SET IN BED OF APPROVED 03 SEALANT OR NON -SHRINK GROUT OUBLE 2X BUCK/WOOD RAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1° MIN. 9 1/2" SEPARATION EDGE DIST. 5 TRACKFRAME VERTICAL INSTALLATION 2X B UCK4V00D FRAME INSTALLATION 1 5/8' MIN. EMBEDMENT 1 DOUBLE 2X BACKED 20GA STEEL_ FRAMING 1/4" MAX. BY OTHERS SHIM (SEE NOTE 2 SHT. 1) 14 WOOD SCREW INTERIOR 9 1/2" SEPARATION P vm DUCKPDDH DALE MpWNED PER WE LETTER DA101 JULY 14, 2010 07/22/10 RL pfR DARE LEDEA OATEO OUT. 1, 2010 12/10/10 R.L. ADDED 5T AND WOOD CHARTS 00/16/15 R.L. 1� 1/4` MAX. SHIM 1114 WOOD SCREW SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR FASTENER HEADS EXTERIOR TO BE COVERED WITH APPROVED SEALANT BACKER ROD AND APPROVED SEALANT 1° MIN. 13Y OTHERS EDGE DIST 4* 5 TRACKFAAMEJAMB INSTALLATION MIN. EMBED WOOD BACKED20 GA. STEEL STUD INSTALLATION . SIGNED: 031151201 75M6 DD,_ U°CT R,... '•;VHnD.o_olr .��S'�1D DRR'e/�--- teEete.tau W111L � pfV60115 pty OESCRIPIION 6RE APfliDYtD A PER DADE LETTER DATED JULY 14. 2010 07/22/10 R.L. B PER DADE LEM DATED OCT. T, 2010 12/10/10 R.L 1 5/8" MIN. C ADDED DT AND WOOD CHARM 08/15/15 R.L EMBEDMENT 1 5/8" MIN. r 1/4° MAX. EMBEDMENT I SHIM #14 WOOD SCREW 1/4" MAX. SHIM FASTENER HEADS -#14 WOOD SCREW TO BE COVERED WITH APPROVED SEALANT INTERIOR DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PSECURRED (SEE NOTE 2 SHT. 1) 9 1/2" SEPARATION SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 I FASTENER HEADS To BE COVERED BACKER ROD AND WITH APPROVED APPROVED SEALANT SEALANT Ill' OTHERS I- MIN. EDGE DIST. 1 5/0" MIN. EMBEDMENT 6TRACK FR IMEJAMB INSTALLATION -" 2XBUGKM'DODFRAMEINBTALLATfON, SIGNED: 03/16/2016 750DAM91'HRDAMDRNH \ WinDoor M",.ANDO,PL32832 1UCT REVISED wtn mw plo.lan "TOT `ZOO nrConT+oRA'ran •V�".mA°Im�100 wn..wEdmaCuon, �;•�ACEM6�. f �: 1n. 16.0123,13 8100 SERIES ALUMINUM SOD NON —IMPACT �YT, /�,•rra Er�'rry �•�TC A" tlo00nm 06/23/2021 REINFORCED & NON —REINFORCED „p 666TTTNNNTTTE�EE1�^��DOFFFJ'''! INSTALLATION DETAILS �72 ALV i/'�S OR10.6 . .D n raauct Don r,rl nCA�1: �. TJH _ OB-00943 G NA1;,Ea\\\4 I" MIN. EDGE DIST. DOUBLE 2X BACKED 2OGA. STEEL FRAMING BY OTHERS [SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEAL BY HS EXTERIOR FASTENER HEADS TD BE COVERED WITH APPROVED SEALANT #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT DOUBLE 2x BACKED 20GA. STEEL FRAMING DY OTHERS 7 1/8" SEPARATION —�v INTERIOR 13Z MIN. EMBEDMENT DOU 20GA II 1/4- MAX. J IVI SHIM #14 WOOD SCREW 1 3/4" MIN. 1/4" MAX. 1/4° MAX. ,I EMBEDMENT !#14 SHIM SHIM I N. IST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X SUCK TO BE PROPSECERLY (SEE NOTE 2 SHT. 1) WOOD SCREW INTERIOR EXTERIOR POCKET HOOKSTRIP WOODSACKFP 20 GA STEEL SND INSTALLATION INTERIOR DOUBLE 2X BACKED L 20GA. STEEL FRAMING BY OTHERS 3" 1 3/4" MIN. EMBEDMENT D¢wPnox W.11EAePRovcoER DADE LETTER DAED JULY 14, 2010ILLPER DADE LETTER DATED OLT. 7, 2010 fl.LDED ST ANO W000 C1INR5 R.L f #14 WOOD SCREW EE NUMBER OF ANCHORS EQUIRED AT AAMBS ER TABLE SHEETS 8 & 0 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR 7 1/8" SEPARATION EXTERIOR BACKER ROD AND APPROVED SEALANT 1" MIN. BY OTHERS EDGE DIST. 4 TRACK FRAME JAMB INSTALLATION WOL1DBACKED20 GA.STEEL STUD INSTAL lT NOTE: WOOD BACKED 20 GA STEEL STUD SUBSTRATE INSTALLATION 3 TRACK SYSTEMS- SEENSHEET 10 FOR ANCHOR O C. CHORAGE SIMILAR FOR 2 TRACK AND SEPARATION. 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK, 3 TRACK & 5 TRACK ARE SIMILAR. ALL LICABLE SILL R6ERS MAY BE SIGNED: 03/15/20'. USED PER DP TABLE SHEETSAPP7 & 7A. 11111II11/ D WinD 73WAMSEBRDAM DA3VB \\,`6 R. �D`AA�, Botlan OOY OIUAND0. YL32832 , •_eu: A_z o[SCRWIKKI 611E I Apl ro b PER DADE IETIER DATED JULY 10. 2010 07/11/10 RA, PER DADC LETTER DATED OLT. 7, 2010 12/10/10 R.L ADDED ST AND WOOD CIIPRLB 00/15/15 RL. 1/4" MAX 1 3/4° MN SHIM EMBEDMENT I - J- 1/4" ELCO 1" MIN, CR TE—FLEX EDGE DIST. TAPCON 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 014 WOOD SCREW 0 INTERIOR �, I POOKETHOOKSTRIP 2XBUCXAN OD TION 1 1/4° MIN. EMBEDMENT n l2 1/4" MIN, EDGE DIST. EXTERIOR POCKETHOOKSTRIP MASOAY/CONTION vT� 95W M1Jlawnm+.++. •+• WinDooY ORIANDO,FL32832 1NCOTU?ORATSD °1epn�'tl1A� p,"1m�nmm wenvax'ndwd B100 SERIES ALUMINUM SGD NON —IMPACT REINFORCED INSTALLAINSTALLATION 7 MASONRY/CONCRETE BY OTHERS 6! 0 9 TRACK FRAME JAMB ALUMINUM6060T6.0]b' THICK 1 1/4" 6 9/16" I I J/4' J— �2 /16" 4Z � r O 27RACK NSANS SILL PAN 5 67/64" 3 ALUMINUMgLUMINUM 60A T- Ll 13/4" 2 raacK ws i-- OT" OFAAM�___ .JAMB O2TAACKWSFRAME HEAD ALUMINUM 8069•T6.0]b•iHIGK 1 ALUMINUM6 T� 6 31/32° I 7O 3 TRACK FRAME HEAD ALUM/NUM 60" T6.076'THICK 7 15/32" 3/4" —T2� 11/16" Qs 9TRACKSILL PAN ALUMINUM 6060.76.076'THICK 6 45/6h" 3/1 4" �_ _r 10 3 TRA%K ILL INSERT 5 51/64" 41661/64" 9/ T O 2 TRACKWS SILL INSERT _r 4 ALVMINUM 60 5 51/64" F 9/i6 ��� 61/fi4° ALUMINUMALUMINUM BOB oFStflIFlIW1 LETTER DATE PER OAOE LETTER DATED Off. 7. 2010 RONDM 1 70 2IRA CK WS RETRO SILL PAN ALUMINUM 6066 r6.nlb'THICK j y�yMypy Mvw.Wlodoo611cmm 8100REINFSERIES ORCEDD&INLI�NON SGD NON —IMPACT REINFORCED COMPONENTS MTE I NMRO'h0 22/10 R.L. 110/10 R.L. 3 1/2" a 3 O y� a 3 oZZ Zlb 4 �tny p �xz Sma aim N o00 Nmx I I w N 1 n �a + sz 1j iO=.-T 1 G m m0 �O m3 va u r I m x N u A N W e Aa N a 1 (9 ;n� N mm A3z Wym �o N �ma� w q � ~ x A a SOC J w z = e 4 N g 1 3/4" 22 INTERLOCKSTILE ALUMINUM 6063-T6.060'THIOK I-- 3 1/2° —.I =_T 1 3/4' 1I 21 LOCKSTILE ALUMINUMB063-R1.080'THICK 2 47/64" --I /a" j[:]2 11/fia° 47 FEMALE BUTTSTICE AEINFORCNNBAA ALUMIM/M 8009•T6.125'7HICK 1 29/64' 1 11/64' ,5I m/32' -.I 1 3/4' T-P2 2L32- 71 MTSCREEN STILE ALUMINUM6063-TO.060'THICK i1 39/64" U 3" L 72 MT SCREEN TOP/BOTTOM RAIL ALUMINUM6069-TB.060'iHICK T1 1 3/4" 2 t/z° -.� 2 5/64' I.- 75 MTSCREEN 74 MTSCREEN ASTRAGAL STILE W/SEAL ALUMINUM606:1•T6.060'THICK AWM/NUM606T•T6.OB0'THK%K 27/32" 10 1/2" �1 21/32 TYP D6x o T jl—I 2 1/8° 1/8" J LL=al9/32' 1/4"VERTICAL r q2 23/64° T 2' 2' n GLASS STOP Alunu anaara nm'TMICI 1/64" In_ L_M1S_1 2 19/32" 7s BOXSCREEN TOP/BOTTOM RAIL ALUMINUMS083•TO OWTHK,K 1 9/64- 2 IL932 ,_n 73 BOX SCREEN STILE ALUMINUM 6O66-T8.062'T HICK Llp.-��ry- 1 31/64" 1 3/32' pl 7 OXSCREEN ASTRAGAL, THICK 1 9/64" z �l T 1/a"7 7g BOX SCREEN SWEEP ALUAONUM6069 T6.060-THICK . 19/32�Jr IIL�J 1/a�L q, 1/4-HORIZONTAL 6LASSSTOP ALUMINUM6063•T6.070'THICK 1 21/32" qq 1�"VERR71C�AL LASF ALUMI UM 6063-TB aO'iHICK l 7/322e 1 T—��-T 43 I" HORIZONTAL GLASSSTOP ALUMINUM 6063•T6.2V THICK +l 2 11/32" 11/64' �1/4 �64' 1 29/32° SMONS oEURvmx PER OADE LERER GATED JULV 14, 201 PFA DACE UE R DATED OCT. 7, 2010 ADDED 6T AND WOOD CHARTS 1 47/64° @ 13/4' SILL RISER ALUMINUM6066-T6.OBO'THICK o iwwarto 0 R.L. 0 R.L5 R.L. 3 16 ea' El 7 '�� ,I 2 2 15 15/64° (9 p 1/4-SILL RISER ALUMINUM 6683•TB .OBO'THICK 13/16" 1� L2 53/64" 35 3" SILL RISK AWMWUMMW T6.060' THICK 2T � L3 31/64" T 36 SILL RISER 31/2" AWMINUM BOBY-TB.OBO'THICX 2.841" 1 23/32" I-- L� 4 15I 1 � 137/64" 0--i 37 4 1/4"SILL RISER ALUMWUMM0 T8.06V THICK 45 6000 BUTT STILE REINFORCING BAR ALUMINUMSO61-TB 375'THICK STONED: 0311512016 i1 ORLANDO. FL 32832 �e..roruLum �,a.o� ww.ae�aoor�G.� 8100 SERIES ALUMINUM SGO NON -IMPACT I REINFORCED & NON -REINFORCED COMPONENTS 11 35/64" © 5 TRACKFRAMEJAMB ALUMINUM6056.76.075'71110K xoacxwnox arc AvraavEo Aev PER DAD' LEDER DATED JULY 14, 2010 07/22/10 R,L. B PER OADE MUM DATED M. 7, 2010 12/10/10 RL C ADDED ST AND WOOD CPARI6 08/16/15 R.L 11 23/32" 13/4° P-r-FT FFITM Q5 5 TRACK FRAME HEAD ALUMINUM6003-Td D75'TNICK 12 7/32" 3/4"' 1p� Q p 41/69' II �il II II II II IIA 1'1/2- �— 69 5TRACK SILL PAN 0�- LUMMUM 6000-76.126-T NICK 61/64" 11 29/64" 5TRACKSILL INSERT 81 AIUMINUM600-T8.125-THM 81 53/64" 1 75MAMSTBRDAMDRNB ORLANDO.F 32832 rp1OIAIcoi �ww.Mndeotlncmn 08-00943 6H[[f27 t !1 SIGNED: