Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NOA
SCANNED BY St. Lucie County MAMMA[* DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA sT. WinDoor, Inc. 7500'Amsterdam Drive Orlando, FL32832 ' Kr_t_CI V tUMrAM DADS COUNTY PRODUCT CO OLSECTION MAR SW 2 Street, Room 208 8 2590 F (786) 315-2599 SCOPE: This NOAis 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 approyed'as described,herein, and has been designed*to comply. with the Florida Building Code; including the High Velocity Hurricane Zone. DESCRIPTION: Series 114000 (SG)" Aluminum Single Hung Window - S. .I.' APPROVAL DOCUMENT: Drawing No. 08-02217, titled "4000 Aluminum Single: Hung Window SGP Equal; Leg and Flange - SMr', sheets 1 through ,13, of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement:' "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building 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 ofNs NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 'number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 'if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 154723.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. .5' '2 - NOA No. 17-1219.28 MIAMFDADE COUNTY Oa/o 1114 i$ Expiration Date: March 27, 2019 Approval Date: March 08, 2018 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs , •, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under.NOAlyp. 43, 0917.I0) 2. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window. SGP Equal Leg and Flange - SMI", sheets 1 through 13 of 13, dated 09/05/13, with revision B dated 07/13/15, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E. B. TESTS r, 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, TAS202-94 . 4) Small Missile Impact Test per'FBC, TAS 201L94 5) Cyclic Wind'Pressure Loading per FBC; TAS 203-94 6) Forced' Entry Test, per FBC 2411.3.2.1, and TAS'202-94 " along;with marked -up drawings and installation diagram of an'alun inum single;hung window, prepared'by National Certified Testing'Laboiatories;'Inc., Tesf ReportNo. NCT- 1=210-3883-01, dated 08/13%13, signed'and sealed by Gerald J. Feirara,,P.E. (Submitted,underNOA No. 13-091710) C. CALCULATIONS 1. ` ' Aiiohoi-verification calculations and structival analysis, complying with FBC-5'h Editi6n'(2014)', dated -06/09/15, prepared by manufacturer, 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. NOA No.14-0916.11 issued to Kuraray America, Inc. for their " SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. • F, STATEMENTS 1. Statement letter of conformance, complying with FBC-51, Edition (2014), and of no financial interest, dated June 9, 2015, issued -by manufacturer, signed and sealed by Luis IL Lomas, P.E. G. OTHERS 1. 'NOA No.13-0917.10, issued to WinDoor, Inc, for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I: appioved on-03127/1.4 and expiring on 03127/19. " Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-1 WinDoor, Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW -EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMi", sheets 1 through 13 of 13i dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E.. B. TESTS 1. 'None C. CALCULATIONS 1. Anchor verification, complying with FBC. 6" edition (2017), dated 11/29/17 prepared, signed and sealed by Luis R. Lomas, P.E. D. QUALITY ASSURANCE _ , 1.. , " Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated 11/29/2017, issued, signed and sealed by Luis R. Lomas, P.E. G. OTHERS 1. NOA No.15-0723.06, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window - S.M.I. approved on 04/07/16 and expiring on 03/27/19. ' Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1219.28 Expiration Date: March 27, 2019 Approval Date: March 08, 2018 E-2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6lh EDITION (2017) INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. -; 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE '7 ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER•S'PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO " MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE,SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. .SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, - LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 11. FRAME MATERIAL: ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 2 FOR GLAZING DETAILS. 13, APPROVED IMPACT PROTECTIVE SYSTEM 15_Qj REQUIRED FOR THIS PRODUCT'IN WIND BORNE DEBRIS REGIONS. WHEN INSTALLED AT 30.0 FT. OR HIGHER ABOVE GROUND LEVEL 14. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE-FLEXSS4,,.WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ,. OF NOTES 2 - 4 1 ELEVATIONS 5 - 6 CROSS SECTIONS 7 - 11 INSTALLATION DETAILS vLv ocscrevTwry Dorf MYRG!£0 ,C REVISED PER NEW REOUIREMCNTS 11/29/17 R.L. 15. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #141; CUT -THREAD WOOD SCREWS' WITH. SUFFICIENT LENGTH TO ACHIEVE A 1 7/16' MINIMUM 'EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN -IN ELEVATIONS AND INSTALLATION DETAILS, 16. FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF'DRILLING SCREWS MINIMUM GRADE 5 WITH SUFFICIENT LENGTH TO ACHIEVE 3'THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE 'ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17, ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.,WOOD - MINIMUM SPECIFIC -GRAVITY OF G-0.42 , B.`CONCRETE. - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER), 0. METAL STRUCTURE: STEEL 16GA; 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED 0211912018 ` 76�NL326n'1'ER8 nxivs W1riDOOT'' PRODUC"VISED O vurnum �.;`JOfxSp •, mcmplyiAAwftnadOA INCO"XDRATRl> vs mr.: mnr wwvmmdoonaccom .S''i .. RvIWV..N A�Idms d, L q.>8 e yreuon c.;tefy—q = No, M14 =w'! '4000 ALUM NUMJSINGLE HUNG WINDOW SGP - EQUAL LEG AND FLANGE - SMI NOTES Miami ell dp ppdy���l '�O •'. STATE OF !(/�' j'C�"•.,F[ORIDP; G'1=�\ DWG N0. FEV N.G. N.G. 08-02217 C - llbniu Lll` _ SCNE NTS OAIE 09/05/13 sNEVI OF 13 J I Ff HE 107" MAX 15" 7 1/2" MAX TYP. FRAME WIDTH 4 MAX 4. O.C. MULLIONCHARTTER A 6 SEE a 7/sF"-Ma-x I O � of I O IAX AME AME r 6 1/46 1/4 18 ig I- 6 1/4 1/4 IGHT 16 18 18 MEETING RAIL CLUSTER SEE - _- I LJ CHART #3 5 -------�j - ----i_`-�/ - 5 r MULLION 4" MAX' I--' MAX --{ CLUSTER A 5 O.C. 7" MAX TYP. 10"'MAX TYP. 4000 ALUMINUM SINGLE HUNG TWW WINDOW EXTERIOR VIEW A N 1 FOR WOOD INSTALLATION R mo s NOTE. REV )EWRIPRON oq7[ ARPRa1cD 1. FTERIORAN OlXTERIOR FINISHES, TTIPTORP MAX 2. ,NOTSO WNFOR CLARITY. FINISHES, 8Y07HERS, C RFW9ED PER NEW REOmPENENT9 n/29/n R.L. NOTSHOWNFORCL LEND 3. .SILL RETAINER FULL LENGTH OP SILL _ " CHART#1 FT10 MFTAI AA171 MACnAIOV1rnAV:OCTC /AICTAI I ATInAI' MEETING RAIL CLUSTER SEE CHART #3 4 9/16" MAX TYR, ANCHORS 10 BE EQUALLY SPACED - FOR NUMBER OF ANCHORS REQUIRED SEE CHART #3 THIS SHEET, DESIGN PRESSURE RATWO IMPACT RARNO 3135.OPSF SMALL MISSILE IMPACT MISSILELEVELO, WINOZONE4ANOHVHZ MISSILELEVELD, W AfDZONE4ANOHVHZ FOR OTHER UNITSRATINGS SEE CHARr#1 FOR OTHER UNITS RATINGS SEE CHART P2 .035" SENTRYGLAS 7/16" 15/16" 3/8" AIR GAP Dmga Orw mlpso_-- Rama Frame w mm(Inl Hel9ht W.W 72W 80.W Bflm lum (In) Pm I Nw I Pm Noy Pw Nw Pw Nay Pw A, mw 120.0 1W.0 I 120.0 1WA 1200 1W.0 two 1W.0 1M0 1W.0 9Kw 12 0 1W.0 iW.O 1W.0 two lw'o 1W.0 1W.0 199.1 Q.W 1M.0 1WA 120.0 1W.0 1-n 1W.0 IM.0 f20.0 1294 1Z10 1W.0 1'dL0 1W0 Imb im.0 Im'D 111.9 111.9 BMW 1W.0 TWA mo W.0 1x00 448 R9.8 1022 1 .2 aw TWO 1W.0 1M.0 1W.0 120.0 MID 112.0 1144 9FS W.5 06W 1200 1W.0 1W.0 1342 1W0 121? 107.2' 81.9 91.3x1m 1N0 136.8 -ifi.0 1ffi5 1W4 1WA 89.8 8T.x W]10L 1D10 wo m 85.0 CHART#2 + FOR WOOD INSTALLATION. DW9n P...wm Frame Rome (In) ( HIN WW T2W m B4Po W.W -1m.W (In) Poa Nay Poe Nay Pae Nay Pm Nay Pm Nay ]DW 1x0A '118.2 12(L0 t183 120.0 1te.2 120.0 flB2 112.9 1125 ]flW 20.0 118.2 120.0 110.2 120D 1f .] 110.4 110.4 W.7 INJ 4TO 120A 11&2 f20.0 115.2 117.1 117.1 WA WA ma W.8 4flW 120.0 1102 1200. 118.2 lW.6 10Z0 W.7 89.7 RB 71.8 6Am 1XIA -0183 120A 119.2 1W.7 iW.7 W2 W.2 71.7 71.7 BD.W 1. 118.2 WA 1WA 95.2 2 783 M3 57.1 6TA fiflm 1W.4 1W.4 WA 84.0 M2 84.3 74b 74.5 WS Wb 72W. W2 .2 �W.B WB ]5.I MA ERfi my- are W.8 ]flW no 69.0 .I8.0 70.0 ]0.2 ro.2 64D W.0 MA 59A Es..l oo�©©Iv©©Ivo ©IE>•�alp©I©011tuE>• frrwOt�OO ©0E7E)♦Ei0©�!• i1.0O D E7OEil� Q..➢T''' E1�1�1♦!i•!'1tlEi�!!©f��iE!•t`!•!!•i3•�!♦r1E'�E')•!!• Q'� E�©E!•®®11ka�1•i)•E7♦E7©�!1©©il• Fl©oO r. r. �.. � � f� E� Ela I� i3• S � ©!E I1v IQ! sa E� E� o I©t'1 E� Iv tra �:aEa Ea o a Ea Ea Ea Ea o 010 ©Itttu IOl1• o 0 ®r�aEa Iv �Ea1E�I��fa ©Ea��r�Ea Ia o IFa IVE71i�s7IDE1E! Iv �� Ea��©EaEa1v©E7 �� o BY KURARAY 3/16" HS EXTERIOR 3/15" AS .035" SENTRYGLAS BY KURARAY 3/16' HS 3/16" HS 1/8" TEMP rze PRUDUCTRBVISED 32 3231 ALUMINUMSPACER SYSTEMemlam6 caa, it 3/4" BITE 12 3/4" BITE DNO .r = - INTERIOR EXTERIOR SIKA 552 GLASS GLASS BEDDING T 75MMISTEADAMDRLVR oor ORTANDO, FL32832 CORPORATPSJ y o .os samwivdoorlvc 4000 ALUMINUM SINGLE HUNG WINDOW SOP EQUAL LEG AND FLANGE - SIN TWIN ELEVATION & GLAZING DETAILS i 5wD ho. 08-02217 VATS OF DESIGN PRESSURE AARNG lMPACJRARNG 359.TPSF - SMALL MISS/LE/MPACi 9 M FR. HEI 53" MAX FRAME WIDTH - 15` 4' MAX O.C. -{ 6 �{ 4' MAX ANCHORS TO BE EQUALLY SPACED 4 7/8" MAX L ii I 9 ,/ MAX TO.C. I O 1 D I ix 'ME ,HT MEETING RAIL 6 1/4" 16 18 1/4' 16 CLUSTER SEE CHART #6 1 I // 9 1/2- MAX O.C. X 4 3/4" MAX FOR NUMBER OF ANCHORS REQUIRED SEE CHART #6 THIS SHEET. MEETING RAIL CLUSTER SEE D CHART #6 5 4 9/16" MAX TYP. 7 9/16" MAX TYR. j t 10 9/16" MAX TYP. c flM510V5 DfSCTiPTON MiE MP.iN20 1E REOUIREMENi 11/29/17 R.L. _ .CHART#4 _ FOR METAL AND MASONRY/CONCRETE INSTALLATION Maxmum dedgn p]o.9sum oap.dly ch-,10" Flame Panes xlmb On) HaaM =0 90A 410 .180 630 ON P. q 'Pee Nm m-' q Poa Nm P. Am 700 ME Iwo imD 15a0 120.D 1 ixio t.0 1. -. _ 040 1R0 �A.o 1mA 150A 120.0 130.0 1xi0 1.. 1m.0 1fi0,0 760 1m.0 im.0 1m.0 150A 1R0 150A 1mA 150.0 1m.0 150A aao 1m.o 1 A tm. 150.0 1Ro 1 0 1xiD 15no Imo 15D.A r.MAFT8 _ Maximum da9lgn pmaum (04 ' For unib lnshlled7n ,rood aubebata' ` P,ame Rune VE (b NolaDt J0q 9 q 12.OD Iflq � fR.O (b) PBs Poc' N Pm N 1xi0 117..5 107.E 107.8 1m.0 tm.9 1Po.3 65.9 B9.J BTW 31.00 11.a 11].4 10.] 1195 1@5 im59 100.a 107.7 mo 1M.4 JA.00 1xi0 1329 itBA 118A ,,,. 111.8 111Jf 1 ].T. 10].] IM 109.♦ 106• Po.00 1140 114A ID25 1 110a 11d3 10).] 1 ].] f09.1 f09.1 runDTl Number of eIIBDar lomtbna meulmd Fmmo FlIDd 0la Xant IN Rema tN 90.q mm ZW _ I200 1800 mW HaMNt 0n) M1eIeM1 (b) bolDM1t (ml Hmd Jamb uPPa Nmnng amf" Jamb IPMa Hmd JamO vPPv Maaung amyl Jamb Iona Hmtl JamO Nmtlna uPPa cN ,9n. Amb IoRdr H®tl Jamb vPPBr Maafl N�Ir� Jamb lanes Hmd Jemb WW Mmtlng tl aer Jamb loxes >flq 12q JJ.00 9 1 2 2 3 9 9 2 3 9 3 .2 4 ] 4 3 < 3 • 3 BAPo Ieq JO.Po 3 3 P 2 3 3 4.. 4- 3 ' 3 3- .'2 ♦' 3 3 4 3 9 3 00Po J400 JD,Po 3 3 2 2 3 4 3. 2 3 4 3 3 ♦ 0 4 4♦ fi 3 PflOm e0q JO.q 3 • 2 1 J ♦ 3 a 9 3 2 4 9 ♦ 3 ♦ 5 fi 3 5 4000 ALUMINUM SINGLE HUNG ORIEL WINDOW EXTERIOR NEW NO M4SONRYJCONCRETEINSTALLA17ON FnR worm INRTAI I ATION DES/GNPRESSURERmia /MPACTRARNO +120.0%150.OPSF sMau MISSILEfMPACT MISSILE LEVEL D, WIND ZONE AND HVHZ FOR OTHER UNITS RATINGS SEE CHART W NOTE I. FLANGE UNITDIMENSIONS: 54'X07'TIP TO TIP 2. URERIORAND EXTERIOR FINISHES, BYOTHERS NOTSHOWNFOR CLARITY. S NO FASTENERS IN SILL, AT SINGLE UNITS ONLY. DESIGNPRESSURER477NG IMPACTRAMIl t109.iPSF - SMALL M/SSILEIMPACT MISSILE LEVEL D, WIND ZONE4ANDHVHZ FOR OTHER UNITS R477NOSSEE CHART 45 SIGNED: 0211912018 1 75WAMSTEMAMDRIVE `1110••"'^n]]ff,'' WinDoor ORLAND0,Pli32832 PRO9UC: REVISED vm,�m„evwn BacmnplYiT2 wiN We F1.94 INCORPOIIATP.A Pn 1J-Mlaaa auw.¢iedoodxam ��� �; JGENgF'�,5 IIuOdiny Code G Acapbnro Nn l s8 4000 ALUMINUM SINGLE HUNG WINDOW SGP No.fi25t4 GBy'nafm D"eASWLTnLY EQUAL LEG AND FLANGE - SMI ORIEL ELEVATION OvQ _......,. _. _ ,,... %9O BTATE 4 c N FIR HE 4 7 /� I 9 1/I 2" MAX O.C. 1 O MEETING RAIL CLUSTER 6 1/4" 16 1/4" SEE 8 I 8 CHART #9 6- AY ANTE J 4 9 1 /1_ MAX O.C. X T- L- 4 3/4" MAX 53" MAX FRAME WIDTH NOTE 15" 1. FLANGE UNITDIMENSIONS: 64'X97.77P TO TIP 4" MAX MAX 4" MAX Z. INTERIORANOEXTERIORFINISHES,BYOTHERS, O.C. C NOTSHOWNFORCLARRY. - 5 & NO FASTENERS WSILL ATSINGLE UNITS ONLY. ANCHORS TO BE /e" MAX EQUALLY SPACED CHART#7 OF T - ANCHORSREQUIREDFOR METAL,MASONRY/CONCRETE INSTALLATION SEE CHART #9 THIS SHEET 4 9/16" MAX TYP. 7 9/I6" MAX TYP. 10 9/16" MAX TYP. MEETING RAIL CLUSTER D SEE CHART k9 5 1 8 4000 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW I FORMETALANDMASONRYICONCRETEWSTALLATION DESIGNPRESSURER477NG IMPACTRAT2NG +120.01-150.OPSF SMALL MISSILFIMPACT MISSILE LEVEL O, WINO ZONE4 AND HVHZ FOR OTHER UNITS RATINGS SEE CHART g7 FOR WOOD INSTALLATION I aC REVISED PER NEW REQUIREMENTS 11/29/Il R,L PRavTO CHART #8 - ` " FOR WOOD INSTALLATION Maximum dediff ptiassum 4a adN fhaTL OISO I I - .Maximum ded9n miwre ca aci rhad(p Frame Htl00t (In) P.Ad Wd20(In) Firma Haigh l an) Pomll Md2A (n) 940 04a 120 QU) 9A .. ]40 a40 120 1&0 &x0 P. I NOY Pal I NV Poe Nap Poe Now Pot Nep P. I Nap I P. I Nag I P. Nag Pon I Nap I Poe I Nag XO 120.0 IWO 1=0 IWO 120.0 IWO IMO IWO 120.0 1W.0 J0.0 1x0 14).B 1x.0 1R.8 1x.0 14T.6 1M.0 14].6 1M.0 14].8 I20 120.0 1WD 1M.0 IWO 1M.0 1W 120.0 1W0 120.0 10A 0 120.0 147.6 120.0 141.6 120V 147.8 IMO 147A IMO T 4.6 1&0 70.0 1W0 1WA 1x.0 1WA 120A 1WO 120A 1W.O -4 4&0 IWO 14. 1M.0 14.6 1 .0 14.. 1x. 14. 1 .0 143.8 00..0 120.0 IWO 0 120.0 1WO 705 IWO 120.0 1W.0 100 1W.0 6W 12.0 147.e 120 147.E 12.0 1471 14.0 141.E x0 139.9 1200 IWO 120.0 IWO 120.0 IWO 120a 12MO 1W.O 120.0 147.6 1xA 147.E x.0 1W.9 1x0 191.1 INTO 127.6 64o MO 12.0 1W0 130.0 iW0 120.0 iW.O 1x.0 IWO 1WD 120.0 iW0 60.0 Pa.O 120.0 147.8 120.0 144.2 120.0 131.8 10.0 1MA 11RO 119.0 T20 120.0 10.0 120a IWO 120.0 IWO IWO 1W0 120.0 IWO 720 JLOO 141.6 1M.0 1W6 IM.0 Ina 1180 110.0 1127 1127 Too 1200 IWO 1200 IWO 1M.0 IWO 1200. IWO 120.0 IWO 78.0 1MA 147.6 IMO 1W,3 IMO Ina 11&6 11&6 10.9 1W.9 "0 1Ma IWO IWD IWO IM.O IWO 120A IWO 1M.0 100 00.0 1200 147.8 1xA 133.E 119A 119.9 110.1 1101 1041 1M.1 840 IWO 1W0 1MA 1W0 ix.0 IWO 12MO 1W.0 12QO 1W0 PU.o iM0 10..8 IM.O 131.1 117.3 117.3 107.3 107.3 101.0 101.0 640 1xA IWO1120011W0 120.0 1W.0 130D 1W0 120.0 iWA B40 1x.0 f47.e 1M.0 1291 118.1 115.1 104.9 104.8 9Q4 98A r.MAPTi �0000 s� ©o©� �aoEi©rro©oo o ©tea oo©�� o©oEao Eao�©o�©oo�©ra000E�, mtafa�a�a �aa©©o®�ar�ra©Ea©ra�aoo m©ia�afa ��E�©ova©aoao©oEaoE�l ©©�aEa©Eafaa ra©©©rr©o©ofao© �" ©©Ea©©Ei©IIII©of�o©ofaollllEaV©©© o ©� �a ao©� o ao©o ao©oaoEa moaEaaao©a 000aoo©aoaEa© maa©a as©� oaoaoa�a000�ao DESIGNPRESSURERATING IMPACTRATING t98.4PSF SMALL MISSILEIMPACT MISSILE LEVEL 0, WINOZONE4 ANDHVHZ FOR OTHER UNITS RATINGS SEECHARTO TWO AMSTERDAM DRIVE WinDoor ORLANDO,PL32832 PRODOCTREVISED INCORPORATFtIJ a -.UM aow.uiadooi .. u comdyf,3wMina Floidt BuNk, coda AttcPunu1 N4 •121 4000 ALUMINUM SINGLE HUNG WINDOW SOP E+Q,Irufoa De4 EQUAL LEG AND FLANGE - SMI L q EQUAL LEG ELEVATION 9y N.i®UDa4e Ro0itt Nntrol N- _ 6NA 1 • PE N..G.G. 08-02217 C w 1 NTS I MT6 09/05/13 a`� 4 OF 13 SIGNED: 0211912018 l0 0 A PARTS LIST - -- - -- --- RMSKI.S • 1 RfY O[scwanpx ozrz ', mRRarcG : C 'RMSED PER NEW REOUIREMENi6 tt/29/n R.L. j Q INTERIOR 12 ' q 4 OR oa . 11 ' - _ 19 10 1 � 10 18 FOR /LLUSTRATI0N PURPOSES ONLY - FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-06612 FRAME HEAD EQUAL LEG KEYMARK ALUMINUM 6053-T6 2 FS-06613 FRAME SILL EQUAL LEG' KEYMARK •. ALUMINUM 6063-T6- 3 FS-06614 FRAME JAMB EQUAL LEG KEYMARK ALUMINUM 6063-T6 4 FS-06661 FRAME HEAD FLANGE KEYMARK ALUMINUM 6063-T6 5 FS-06662 FRAME SILL FLANGE NEWARK ALUMINUM 6063-TS 6 FS-066 FRAME FIANCE - KEYMARK ALUMINUM 6063-T6 7 FH-06615 15 FIXED MEETING RAIL MEETING KEYMARK ALUMINUM 6063-T6 8 FH-05616 MEETING RAIL KEYMARK ALUMINUM 6063-TB - -,-- - -- 3 3 11 0R 1 _ - - - 3 I ©OR 3 ` 0 1 2 3 OR© 9 FH-06617 LIFT RAIL KEYMARK ALUMINUM 6063-T6 10 FS-0661B SASH JAMB _ KEYMARK ALUMINUM 6063-T6 11 FS-06667 7/16' GLASS STOP KEYMARK ALUMINUM 6063-16 12 FS-06619 1• GLASS STOP KEYMARK ALUMINUM 6063-16 13 FH-06658 VERTICAL IMPOST KEYMARK ALUMINUM 6063-T6 _ 14 FS-04501 HEAD RECESS COVER KEYMARK ALUMINUM 6063-T6 EXTERIOR_ } I HORIZONTAL CROSS SECTION 15 FE-5031 SILL SNAP LOCK KEYMARK ALUMINUM6063-T6 16 FS-06671 HEAD FILLER KEYMARK ALUMINUM 6063-T6 e - SINGLEUNIT - - - -- - © 17 FS-06664 SILL RETAINER KEYMARK ALUMINUM 6063-T6 18 H40DO-BL-51.202 SASH LOCK WINDOOR 19 BLOCK AND TACKLE RAA4CE WINDOOR 110R1 INFERIOR OR 1 19 2 10 11 _ 2B 19 13 1 OR it 2 1 10 2 1B _ 2 _ i r .M •- - - - II��r�'�jfIII 31 1 �J 3t 3 3 _- •' ' _-, - - 1 i'_ " - _ 3• ©OR 3 - 0 �_! - -, i' , _ .EXFEflIOR x - 2 20 . 3 0R08 -- -, j' ' - - - e HORIZONTACPOST CROSS SECTION-, j, - _ TW/NUNm - SIGNED: 0211912018 I k ` ORLINDO FL 2832R `1 _R 1 �OIAV� i WinDoor ,1, P.40DUCT TicvI6ED W-WW W _ c��O�.• •"W oamtlyinelnti.,tx Flerido INCORPOAATA.D .uw,n1i� 1n800rinc�m 11- N1O�OF'•.S NEMuOf •' t "AcroNpre .N No 111R.79 4000 ALUMINUM SINGLE HUNG WINDOW SOP = o. B2514 EQUAL LEG AND FLANGE - SMI Gxp37 �/y B.O.M. & CROSS SECTIONS -9 °(¢'' W�Mmxlr�a. v,oaw.t,coo-o-a �o'•., srAre OF DWG No, 20 540DO-X%-150 SCREEN HEAD, JAMB AND SILL WMOOOR ALUL41NUM 6063-T6 21 510010-BL-220OR SCREEN SPLINE WINDOOR 22 SSV-X%-0600Z SCREEN CLOTH WINDOOR 23 54080-ML-FBll SCREEN CORNER KEY WINDOOR ALUMINUM 6063-T6 24 122003 .187X.350 FINSEAL ULTRAFAB 25 W4000-BL-20218 .187X.300 WEA71HERSTRIP FRANK L0WE PROLON 26 W4D00-BL-SCE42 1.30OX1.75O%.375 CLOSED CELL PAD TEAM PLASTICS FOAM 27 122DOI .187X.220 FNSEAL ULTRAFAB- 28 122002 .187X.240 TINSFAL ULTRAFAB 29 131 D96 Q6%3/4' SWEEP ATTACHMENT SCREW STAINLESS STEEL 30 131014 (8%1' RAIL ATTACHMENT SCREW STAINLESS STEEL 31 121104 SETTING BLOCK FRANK LOWE 85 DURO SHORE A 32 C4000-91-351AX PURFECT GLAZE HOT MELT COMPOUN HENKEL AMERICAS 34 FS-07418 FRMIE FWNGEL Y/ CHANNELNEL / KEYMARK ALUMINUM 6063-T6 35 FH-06670 SHEAR BLOCK KEYMARK ALUMINUM 6063-T6 36 FS-07492 REINFORCEMENT KEYMARK ALUMINUM 6005-T6 FS-07493 REINFORCEMENT KEYMARK ALUMINUM 6005-T6Y°o-'t'�—^ _ C 08Is'-570F w E NITS— 09/05/13 13 1101% T FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 7 - 11 16 '18 4OOR 1 OOF , 31 3 11 0R f© 11 OR 1© 2 6 SEE DETA2 E SHEETf3 VERTICAL CROSS SECTION 8 SINGLE UNIT I VERTICAL CROSS SECTION 8 TWIN UNIT 51 Rns:oxs PcscRlFn°N w*e er>Ror2o REVISED PER NEW REOUIREMENTS 16 OOR , 1 ,1 OR 1© VERTICAL CROSS SECTION FLANGEFRAME MEETING R42 NOT SHOWN EXTERIOR B OOR 34 37 1 11 OR ,2 INTERIOR z e OPTIONAL HEAD FRAME EXTERIOR OPTIONAL HEAD FLANGE FRAME W1111 /OOY 7509AAISTERDAMDRINH . PROOUCTRLV:SLO ORLANDO, PL 32832 tF co+ap;yu�mn4malYoN44 INCORPORATED ro�.+m.aneao (i1G101!'6�1.9 Pav IO.'M A'M WiW.W1°dW911C LmuGxs"'r'0 ��,iT 4000 ALUMINUM SINGLE HUNG WINDOW SGP RJiOai'"'1�"""� EOUAL LEG AND FLANGE — SMI E4, erzg— B.O.M. & CROSS SECTIONS ESkm709a1a£NMCGo' wd N.G. 08-02217 NTS o`" 09/05/13 1 VM6 OF 13 SIGNED: 0211912018 No. 62614 STAVOF IVY, �''SSLONAL,,,,, x _ I METAL 1" MIN. STRUCTURE EDGE DISTANCE BY OTHERS 1 7/16" MIN. WOOD FRAMING _ EMBEDMENT OR 2X BUCK BY OTHERS" BACKER ROD & SEALANT 7 /4" MAX, SEE NOTES THIS SHEEP BACKER ROD SHIM SPACE & SEALANT SEE NOTES THIS SHEET #14 CUT —THREAD —TV7 WOOD SCREW EXTERIOR SILL RETAINER #14 CUT—T WOOD (TWIN UNIT BACKER R & SEA SEE NOT THIS SHE WOOD FRAMING OR 2X BUCK BY OTHER EXTERIOR INT INTERIOR SILL RETAINER `d AND #14 SMS OR SELF DRILLING AND SCREW HREAD (TWIN UNIT ONLY) SCREW ONLY) SILL TO BE SET 97000 IN A BED OF APPROVED SEALANT BACKER ROD 00 & SEALANT IAI+T SEE NOTES ES THIS SHEET ET 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS 1' MIN. ; EDGE DISTANCE S (EMBEDMENT VERTICALCROSSSECTION 7 METAL STRUCTUREINSTALLATION 4: 1" MIN. EDGE'DISTANCE n �LN071 r n' s e7A VERTICAL CROSS SECTION I.''INTEAIORANDEXTERIORRNISHESBYOTNERS, WOOD FRAMING01 INSTALLATION NOTSHOWNFORCLARRY. BY 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE_ . DESIGNED IN ACCORDANCE WRH AST M E2112. & PERIMETER TOSESEALEDWRHAPPROVED ILICONE. 1". MIN. RMICKS E DISTANCE aLv DcuainlDx DALE MFaDVfD C' RE SED FER NEW REQUIREMENTS 11 /29/17 R.L. ERIOR / '4:MA%. a-... - ... o ... - 1/4" MAY. SHIM SPACE M SPACE 1— INTERIOR I" MIN. //14 SMS OR EDGE DISTANCE SELF DRILLING SCREW j14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR BACKER ROD & SEALANT JAMB INSTALLATION DETAIL SEE NOTES eB 7 METAL STRUCTURE INSTALLATION THIS SHEET 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR a 1" MIN. EDGE DISTANCE #14 CUT —THREAD WOOD SCREW SILL BE SET WOOD FRAMING IN A BED OF B OR 2X BUCK APPROVED SEALANT BY OTHERS 1/4 MAX. EXTERIOR SHIM SPACE BACKER ROD ANT & SEALANT JAMB INSTALLATION UCKWSTT 7 SEE NOTES 7 WOOD FRAMING OR2XBUCKINSTALLAPON K THIS SHEET SIGNED: 0211912018 $ 1/2'' MIN. I RLvrslaxs EDGE DISTANCE „ REv DEscRlmlax E C REVISED PER NEW REQUIREMENTS 1. a _ a °• CONCRETE/MASONRY • • • ° n• ° 1 1/4". MIN. 1 1/4- MIN. / BY OTHERS a' EMBEDMENT -T .s EMBEDMENT .. .-. .. _ ' OPTIONAL 1X BUCK OPTIONAL 1X BUCK SEE NOTES 3-7 SEE NOTES 3-7 SHEET 1 SHEET 1 X. CONCRETE/MASONRY°° BACKER ROD 1 /4" MAX. SHIM SPACE BY OTHERS SHIM SPACE & SEALANT ` SEE NOTES -- 1/4" ELCO CRETE-FLEX THIS SHEET 7tiT SS4 1/4" ELCO CRETE-FLEX SS4 . INTERIOR EXTERIOR Fr 'jfrff"j INTERIOR I III SILL n RETAINER SILL TO BE SEf AND 1/4" ELCO CRETE-FLEX SS4 IN A BED OF (TWIN UNIT ONLY) APPROVED SEALANT BACKER ROD - 1/4" MAX. & SEALANT r SHIM SPACE SEE NOTES .1I THIS .SHEET .OPTIONAL 1X BUCK SEE NOTES 3-7 ° ° • b --T SHEET 1 1 1/4 MIN. CONCRETE/MASONRY a° • • EMBEDMENT BY OTHERS ^ ° - 'z 1/z" MIN: - " .e VERTICAL CROSSSECTION- EDGE DISTANCE B CONCRETEMASONRYINSTALLITION WE /I—. 11/29/IT R.L. 2 1 /2" MIN. EDGE DISTANCELl ° EXTERIOR. ' BACKER ROD ' & SEALANT SEE NOTES THIS SHEET JAMB INSTALLATION DETAIL 8 CONCRETEMIASONRYINSTALIATION NOTE. 1. INTERIOR AND EXTERIORFINISHES, BYOTHERS, NOTSHOWNFORCLARITY, 2. PERIMETERANDJOINi SFALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM E2112. 3. PERIMETER TOSESEALED WITHAPPROVED SILICONE. ' SIGNED: 0211912018 7500AMSTERDANDRIVE WinDoor OALMO,FL32832 ' F^c:'v:-T rtEv15ED tt�elairn Coe° Am,p;p,„D:EDI 111R• Cie4,x9on mal.._q TNCOAPOAATED m ieinv'a ° .mxaiM°mirc.mm 4000 ALUMINUM SINGLE HUNG WINDOW SOP EQUAL LEG AND FLANGE - SMI By FLUSH INSTALLATION DETAILS M!am—i—Da`^—JD lindutt Cano-01 DRAWN: - NW NO. - RE STATE OF I WOOD FRAMING OR 2X BUCK BY OTHERS SEALANT BEHIND FLANGE EXTERIOR 1" MIN. EDGE DISTANCE M" MIN . ENT ,EMaEDIM SPACE - N14 CUT -THREAD DOD SCREW ERIOR METAL -� STRUCTURE BY OTHERS SEALANT BEHIND FLANGE EXTERIO 1 • 1" MIN. y EDGE' DISTANCE mscmm oN , 1 , n rt ( eYP , PER NEW REQUIREMENTS 11/29/t7 R.L. �U /4 MAX... 1/4 MAX' SHIM SPACE ._ SHIM SPACE �— INTERIOR = #14 SMS OR SELF DRILLING 1" MIN. SCREW EDGE DISTANCE #14I OR SELFELF DRILLING SCREWS METAL STRUCTURE L— BY OTHERS EXTERIOR SEALANT BEHIND FLANGE INTERIOR JUWAIdS INSTALLATION DETAIL 9 METAL STRUCTURE INSTALLATION _ 1 7/16" MIN. 1.. 1/4" MAX. MBEDMENT f SHIM SPACE nr " MIN I INTERIOR p SILL RETAINER AND #14 EMS OR EDGE DISTANCE SELF DRILLING SCREW (TWIN UNIT ONLY) SILL TO BE SET #14 CUT -THREAD IN A BED OF WOOD SCREW SILL RETAINER AND APPROVED SEALANT #14 CUT -THREAD SILL TO BE SET WOOD FRAMING WOOD SCREW IN A BED OF SEALANT OR 2% BUCK (TWIN UNIT ONLY) APPROVED SEALANT BEHIND 1/4" MA%. BY OTHERS FLANGE K� SHIM, SPACE EXTERIOR SEALANT 1/4" MAX. METAL BEHIND FLANGE SEALANT rSHIM SPACE. STRUCTURE e JAMB INSTALLATION DETAIL BEHIND 1 BY OTHERS FLANGE` 9 WOOD FRAMING OR2XBUCK INSTALLATION -I�--" 1" MIN, EDGE DISTANCE SIGNEO: 0211912018 WOOD FRAMING 1 7/16" MIN. e VERTICAL CROSS SECTION uunn OR 2X BUCK EMBEDMENT g METAL STRUCTUREINSTALLATION ��7� TSUU AMSTERDAhj DI7NB ``\pN hi�l Lo BY OTHERS WllllJoor ORANDO. FL 32R32 J�9R;.....4 1" MIN. EDGE DISTANCE NOTE: 1. INTERIORAND EXTERIOR FINISHE$BYOTHEflS. eA VERTICAL CROSS SECTION NOTSHOWNFORCLARITY, 9 WOOD FRAMING OR 2X BUCK INSTALLATK)N"'" 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DGaR D/N ACCORDANCE WITHASIT E2112. I . S. PSLRIIMMENER TO BE SEA LED WITH APPROVED I PRODUCT REV73TiD Bu—pl f ��ImFw AaxpmvwNv tt i EpirniavOoroy B + r v� _ Mmmi Dvde Pndm7CevRo1 TNCORPORATE.D p.Po",. m�innw owe..mindvarivc.wm �� V�• VOEN9F'.@ _ No, eZ4 ='T7 •.: �Y =F •. Off'., STATE OF (l`'•. OA1DI`i.G?; ''''�SSrr0NALtF�1s 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE - SMI FLANGE INSTALLATION DETAILS oanWN. avC No. 08 _ C scue NTS QOiT 09 0E/73 s"0`-0970F 13 I- 2 1/2" MIN. CONCRETE/MASONRY -.'I EDGE'DISTANCEa BY OTHERS ° ° ° °. 1 1/4" MIN.. OPTIONAL IX BUCK ° ° ° EMBEDMENT SEE NOTES 3-7 —� SHEET I SEALANT 1/4" MAX. BEHIND SHIM SPACE FLANGE t 1/4" ELCO CRETE-FLEX • SS4 r� EXTERIOR SILL RETAINER AND 1/4" ELCO CRETE-FLEX SS4 (TWIN UNIT ONLY) SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY a4�a ° BY OTHERS 2 1/2" MIN. _ .,EDGE DISTANCE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX, SHIM SPACE I REY D[scRlPnox C REVISED PER NEW RECUIREMEH[E 1 1/4"N MINI' ' EMBEDMENT' OPTIONAL IX BUCK SEE NOTES 3-7 , SHEET I CONCRETE/MASONRY 'v° _ 1/4" MAX. BY OTHERS SHIM SPACE 1/4" ELCO CRETE-FLEX SS4 INTERIOR 2 '1/2" MIN. EDGE OISTpNCE L; ° EXTERIOR SEALANT BEHIND FLANGE - B JAMS INSTALLATION DETAIL 10 CONCRETE ASONRYINSTALLATION NOTE.- 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PEAIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WRH ASTM E2112. S. PERIMETERMSESEALEDWITHAPPROVED SILICONE. WinDoor 75M AMSTIDID:IMD 1 1/4" MIN, ORLANDO,, EL 32832 EMBEDMENT PRODUCTREVISED INCORPORAmED K�arael.nas uww.wi mw PIYJOSV6NW FlmWa -�= Dailam, Caae 4000 ALUMINUM SINGLE HUNG WINDOW ° C° iLlq. EQUAL LEG AND FLANGE - SMI �-No (% R FLANGE INSTALLATION DETAILS MB emx Ona<P DRAwx: _ _ Dwc NO SIGNED: 0211912018 T�ID• \\\\I11111111/I7Ta .94 ado°d � W'UGEN9F"•. {$' SGNc. M14 �- +au+a C°ntr°I -+ - N.G. OB-02217- &E NTS IMIE 09/0513 s"-ET 10 OF 13 Q _J 21/2.• 1 MINI—L EDGE DISTANCE Ilik--r CONCRETE/ MASONRY BY OTHERS ° •4A r 44 WOOD FRAMING • ° 1 I/4" MIN. OR 2X BUCK • e'° • EMBEDMENT By OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 { SHEET I •' r 1" MIN. 'EDGE DISTANCE 7 7/16" MIN. • - -' PMS lN5 - pESCMPTON PA2 P REVISED PER NEW REQUIREMENTS ' 11/29/17 1 R.L. . .. _ .-_ .. L. MIN. - METAL STRUCTURE OTHERS EDGE DISTANCE MAX,BY MAX. SHIM BACKER ROD 1/4• SPACE & SEALANT L_f MA%. J 1/4' MAX. SEE NOTES B& SEAVOD . EXTERIOR SHIM SPACE THIS SHEET S HICE BACKER ROD SEE NOTES & SEALANT THIS SHEET 1/4" ELCO CRETE-FLEX EXTERIOR INFERIOR #74 WOOD SEE NOTES k INTERIOR S54 SCREW, THIS SHEET #14 SMS OR VER77CAL CROSS SECTION VERTICAL CROSS SECTION c, , „ E T IO 11NTERIOR SELF DRILLING SCREW CONCRETE,MASONRYINSTALLARON WOOD FRAMING OR 2X BUCKINSTALLATION VERTICAL CROSS SECTION _J 2 1/2" MIN. 1" MIN. METAL STRUCTUREINSTAWIPON EDGE DISTANCE EDGE DISTANCE 1 WOOD FRAMING I" MIN. OR 2X BUCK EDGE CONCRETE/ • n BY OTHERS METAURE "' DISTANCE MASONRY a 1 7/16- MIN. STRUCT7/4' BY OTHERS •�• . ° • 1EM EDMENT EMBEDMENT BY OTHERS n MAX. _ 1 OPTIONAL I T 1X BUCK SEALANT 1/4 SEE NOTES 3-7 BEHIND MAX. - SHIM SHEET 1 1/4' MAX. FLANGE PACE SHIM SPACE SEALANT #14 WOOD BEHIND FLANGE 5 1/4" ELCO CRETE-FLEX SCREW SS4 VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION NOTE: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFOR CLARITY. 2. PERIMETERANDJOIATSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WRH AST M E2112. 3. PERIMETERTOBESEALEDWITHAPPROVED` SILICONE. VERTICAL CROSS SECTION SEALANT BEHIND FLANGE SHIM SPACE #14 SMS OR SELF DRILLING SCREW WOOD FRAMING OR 2X BUCKVVSTALLA77ON VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 02118/2018 DRIVL WinDoor .J\SR'LOy�`. ORLANDO,FL37932 PRODUCTRIEVISED INCORPOAATB.D Priam wa�vadndo°rinr<°�n •` \'� 1,1GEN3t.'• S wmPlYbBwiIANeF1orWP BOX,Cod° AuzplPeuNo 1 s NaPuauon0 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGESMI _� ,. - No. B2516 - �% j�%yj��� -'•"�" INSTALLATION -DETAILS �' UE N�'^,•"�? - _ MImJ DeEe RoduU,Calvol ' DPnvM: ..- UwG ND. _ REV - .08-02217 STATE OF ^�'. F(OP1:' G,\=• N.G. C .^^'0 `4PONAL, scent TUTS MTE 09 05/13 s"EET 11 OF 13 n I EESCFRTION 11/2MTE R.L 1T PPPXMED ' C REVISED PER NEW REQUIREMENTS 9/. 3 13/16" 3 13/16" �T2 /8" 2 ]/8"1 15/16" 3 9/16" 3 9/16" g�48..2 4 4 3/B" 3 1/2" 3 5/16' 1 3/ �,l FRAME (� FRAME SILL n3 FRAMEJAMB (,1 FRAME FLANGE �5 FRAME SILL FLANGE OFRAMEJAMBFLANGE OFIXED MEETING RAIL LUMINUM6067-T8.069'THICK `-ALUMINUM 606&T6.OT2'THICK LUMNUM 6063-T6.063'THICK UMINUM6063-T8.063'THICK ALUMINUM 6069-T6.072•TH/CK ALUMINUM6063-T6.063•THICK ALUMINUM 6063-TV "'. HICK 2 5/16" 1 — 1 8" 1 g MEETING RAIL LUMINUM 6063-T6.063'THICK' ITI 1 1I/4" _r 16 SILL SNAP LOCK - ALUMINUM 6063-T6.090' THICK 16 1 9/16' 4 5/16" 5/8" 1 11/16" j-1 IJ 1 1/16" QLIFTRAIL 10 SASHJAMB a 1z GLAZING STOP LUM/NUM6063-T6.063•TH/CK UMINUM6005-T6.070'THICK LUMINUM 600-TG.06D'THICK 1 1/2" 13 16" _r 1 s HEAD FILLER ALUMINUM 6063-76.063".THICK 1 3 911/16" I— 1 3/ 4" { 'FRAME W/CHANNEL 33 ALUMINUM 6063-T6.063'THICK F4ii3 1/2. 13 VERTICAL IMPOST ALUMINUM 6005-T61.062" THICK --{ 3 9/16" I-- 1 2 1/4.. 34 FRAME W/CHANNEL ALUMINUM 6063-T6.063'THICK YRODUCTREmm soo-PlYi"6w am F101Ma building Cods Aooe2umx N0 s,P6naoaDak � � q BY � M�a 3/16" F� 5/16" LE 14 HEAD AECESS COVER ALUMINUM 6063-T6.063'THICK 1 3/8' I-- r 3/6" 17 SILL RETAINER ALUMINUM 6063-T6.WX THICK 75N ANIST'HRDAM DRIVE WitiDoor ORLANDO, FL 32632 INCORPORATED W�."M`%ulnwli'o wmw.windaodncmm 4000 ALUMINUM SINGLE HUNG WINDOW SGP EQUAL LEG AND FLANGE — SMI COMPONENTS N.G. I 08-02217 I C SIGNED., 0211912018 ,mural,,. No. 62514 r �A� STATE DF t 3/ a n 1 h' SHEAR BLOCK 38 REINFORCEMENT 3T REINFORCEMENT 35 ALUMINUM 6060-T6.090'THICK UMINUM600ST61.090°THICK LUMINUM 6003-1161.09P THICK #6 X 3/4" SELF FRAME CORNER DETAIL 45 X 3/4--SMS CR SELF DRILLING SCREW (2) #8 X 2• PH EMS RMAONS REV DBCRIPIIDN 'DATE I APPROVED C REVISED PER NEW REOUIREMEWS 1/29/17 1 R.L. 10 35 NTERIOR /— S% 7/2' PH / PH SELF DRILLING SCREW 1 /2' —4 DETAIL E SHEAR SLOCK INSTALLATION 7500AMSTERDAMDRIVE WhiDooY OALANDO, PL 320M PRODUCT RI RODUCRI _ 1FIaf�R INC:O"ORATF.D �y°^°,m "^m° mcw.vindomi°cmm Etit3Ug.N A,Ty No 17•J+•1Q• 4000 ALUMINUM SINGLE HUNG WINDOW SGP 617'E+�^^nDa= EQUAL LEG AND FLANGE — SMI m COMPONENTS Ay®IDadeflvM4(:aMd DPPWN: x • DwD ND. _ _ RE N.G. O8j 022, T C S E NTS M1E 09/05/13 15NEV13 OF 13 3/4" m e SIGNED: 0211,912018 MI®DARE e DEPARTMENT OF REGULATORY AND ECONOMIC 7 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MAR 12 2019 —DADE COUNTY, FLORIDA SY. Lucie Coun , Permitting ODUCT CONTROL SECTION momiet11805 SW 26 Street, Room 208 T (7W 315-2590 F (786) 315-2599 www.miamidade.goL/EO—nomy WinDoor, Incorporated SCANNED 7500 Amsterdam drive BY SCOPEOrlando, Florida, 32832 St. Lucie County This NOA is being issued under the applicable rules and, regulations governing the use 'of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHD (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 inayimmediatelyrevoke, 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 onmaterial fails,to. meet the requirements of the applicable building code. This product is approved as described herein,,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "8100" Aluminum. Sliding Glass Door W/WO;Reinforcements-S.M.I. APPROVAL DOCUMENT: Drawing ,No., 08-00878, titled "8100 , Series SMI:. Reinforced & Non - reinforced", sheets Pthrough 27 of 27, including sheets 5A, 6A; 7A, 14A, 18X; 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11130/17, signed and sealed by Luis K Lomas, P.E., bearing the Miami -Dade County -Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product,Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LIMITATION: 1. 3-1/2" sill riser item # 36(sheets 1 thru 7A) is limited to positive (exterior) Dp =+100 PSF, item #37 (4- 1/2") sill riser to be used above +100 psf. , - LABELING: Each unit shall bear a permanent,label with the manufacturer's name or logo, city, state, model/ series, and following statement: '.'Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change iri'the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words. Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then -it shall be done in its entirety. INSPECTION: A copy of. this entire NOA shall be, provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0723.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The, submitted_ documentation was reviewed by Sifang Zhao, P. E. 9.07 Mgt®u� NOA No.17-1, 2021 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 Page 1 WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0209.13) 2. '` 'Drawing No. 08-00878, titled" "8100 Series SMl: Reinforced &_Non -reinforced", - sheets 1 through 27 of 27, including sheets 5A, 6A; 7A,-14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision C dated 06/15/15, signed and sealed by Luis R. Lomas, P.E. B. -TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 a. 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94' ' 6) Forced Entry Test; per FBC 2411 3.2.1; TAS 202-94' Along with marked -up drawings and installation diagram of Aluminum Slidirig`Glass,' prepared by NationalCertified Testing Laboratories.Inc, Test Report No. NCTL-210-3573-3 dated 07/31/09-and_revised and reissued =12/16/10:and NCTL-210-35734 dated 07/30/09 and revised and-reissued'on 12/16/10, both signed& sealed by Gerald J, Ferrara; P.E. (Note: This test reports have addendurn'letters dated 08?03/10 &11/29110, issued by National Certified Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E. ' (Submitted under NOA No.104209:13) + ' C. ' CALCULATIONS . I . , � ' f ' 1. Anchor verification calculations complying w/'FBC-2014, dated 07/14/15 and last revised on 03/09/16, prepared; signed and sealed by Luis R.Loin T.E. ; 2., Glazing complies withASTM•E1300-04' D.' QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic.Resources (RER).. . E. MATERIAL CERTIFICATIONS 1. -Notice of Acceptance, No. 14-0916.11 issued -to Kuraray JAmerica, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance•No.14-0916.10 issued to Kuraray America, Inc., -for "Kuraray Butacite ® PVB", expiring on 12/11/2016. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman'Chemical Company (MA) for "Saflex CP - Saflex and Saflex HP Composite Glass Interlayer w/ PET co expiring on 11111/2018. Bang Zhao, P.E. Product Control Examinor NOA No. 17=1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-1 WinDoor, Inc. _. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 'I. Statement letter of conformance, complying with FBC-2014, 5th edition, issued, prepared, signed, sealed and dated 06/08/15 by -Luis R. Lomas; P. E. 2. Statement letter of no financial interest, issued, prepared; -signed, sealed and dated 06/08/15 by Luis R. Lomas, P.E. 3. Laboratory compliance statement, as part of above referenced test report" G. ' OTHERS 1. Notice of Acceptance No. 12-0130.14, issued to Continental Glass Systems, Inc. for their Series "8100" Aluminum Sliding Glass Door w/wo Reinforcements-S.M.I., approved on 04/09/12 and expiring on 03131/16. 2. Test Proposal 408-0955B (consolidated) dated 01115/09, approved by BCCO. (Submitted under NOA No.10-0209.13) 2. NEW EVIDENCE SUBMTTTED A. DRAWINGS 1. Drawing No. 08-00878, titled "8100 Series SMI: Reinforced & Non -reinforced", sheets 1 through 27 of 27, including sheets 5A, 6A, 7A, 14A, 18A, 20A, 21A, 22A, prepared by manufacturer, dated 12/03/09 with Revision D dated 11/30/17, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTHZCATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. NOA No. 17-0712.03 issued to Eastman Chemical Company (MA) for "Saflex CP — Saflex and Saflex HP Composite Glass Interlayer w/ PET core" (formerly Vanceva), expiring on 11/11/2018. Sifang Zhao, P.E. Product Control Examinor NOA No. 17-1219.07 Expiration Date: March 31, 2021 Approval Date: July 26, 2018 E-2 WinDoor, Inc. NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED F. STATEMENT'S 1. = Statement letter, of conformance, complying .with FBC 6th Edition (2017), and of no ;financial interest, dated November 30, 2017; issued,, signed and sealed by Luis R. .Lomas, P.E. . G. OTHERS 1. Notice of Acceptance No. i5-6723.10, issued to WinDoor, Inc. for their Series "8100" Aluminum Sliding G1ass'Door w/wo Reinforcements-S.M.I., approved on 04/07/16 and expiring on 03/31/21. w , Sifang Zhao, P.E. Product Control Examiner NOA No.17-1219.09 " Expiration Date: March 31, 2021 Approval Date: July 26, 2018 ,c E-3 f 120" MAIL - FRAME HEIGHT 118 7/16- MAX PANEL EIGHi I106 1/2 AY?o 130• X I X I' OVERALL TESTED FRAN B" MAX. NOMINAL PANEL WIDTH REINF. i X x I / 40' MAX. D.L.O, WIDTH„ pn D PMSIONS D[scPIPtIDN REVISED PER NEW REQUIREMENTS ws 11/30/17 vpP 1A — REINF. I I NOTES..- 1. THE PRODUCT SHOWN'HEREIN IS DESIGNED AND MANUFACTURED PLYEWITH REQUIREMENTS OF THE FLORIDA BUILDING I TO COMPLY POCKET WALL CODE JJJ UNDER 2, WOOD FRAMING/IX OR 2X BUCK, 20 GA. 2X WOOD BACKED y SEPARATE STEEL STUD OR MASONRY/CONCRETE OPENING TO BE DESIGNED - x - X APPROVAL. .TOI AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO BE REVIEWED BY AHJ. II STRUCTURE. WOOD FRAMING/IX OR 2X BUCK, 20 CA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING II IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF / RECORD. .1 I 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE _ DESIGN -OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION _ FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T6 .075' THICK. S.TO J 8100 $ERIE54'OX 10Yl SMISGD PANEL MATERIAL EXTRUDED ALUMINUM 6063-T6 .080" THICK. BE GLAZED WITH SMALL MISSILE IMPACT SINGLE WEEP SLOT 1 TYPICAL ELEVA77ONFATEWRVF 5. UNITS MUST WEEP SLOT 1" x LAMINATED OR INSULATED LAMINATED GLASS B SHOWN IN .1875" TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS GLAZING DETAILS ON SHEETS 11 AND 12. PER ASTM VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL S12E DOES NOT EXCEED MAXIMUM PANEL E1300-04. SIZE AND USE VERTICAL CONDITIONS AS SHOWN, 6. HURRICANE PROTECTION DEVICES ARE NOT REQUIRED IF THE UNITS ARE USED ABOVE 30 FEET IN HEIGHT IN ANY OR ALL NON•flEWFOflCE UNIT WITH SILL RISER 0.¢5 STRUCTURES, DESIGN PRESSURERAPNG IMPACTRATING 7. APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK, 4 - - - - 'TRACK OR 5 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. t70.0PSF MISSILLEEIMPACT PANEL HEIGHT AND pL0 FORMULA PANEL HEIGHT =UNIT HEIGHT 1 9/16" 8100 SERIE54'Ox fO'o SMI NON -REINFORCED SGD FOR WOOD MASONRYTANCRETEANDMETN INSTALLATION MAXIMUM O.LO. HEIGHT =PANEL HEIGHT - 9 1/2" FOR ADDITIONAL SIZES SEESHEET7 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 9 1/2' ZTRACK"YOUT /F\ /E\ /3\ %Lti ll�. /F\' '/fly REINFORCE UNN' WITH SILL RISERMSAND 037 - REINFORCE UNTWRH BILL RISERA75ANDA77 GESIGN PRESSURE MTING IMPACT RATING t720PSF sMau. N/SS/LE /MPACr A A DESIGN PAESSURERATINp /MPACTMTWG TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 - 6 ELEVATIONS HORIZONTAL CROSS SECTIONS AND NOTES 7 DESIGN PRESSURE CHARTS 8 - 10 ANCHORING LAYOUT, NOTES AND DETAILS 11 - 12 BILL OF MATERIALS AND GLAZING OETAILS 13 - 19 CROSS SECTIONS 20 - 23 INSTALLATION DETAILS 24 - 27 COMPONENTS SIGNED: 06N9720T8 WinDoox RLANOOPt37A32R1V8 iD J�SR LNCORPORATiuna,vinUeodocFom 8100 SERIES SMI REINFORCED & NON -REINFORCED "k 4'0 X 100 PANEL 2TRACK ELEVATIONS _ TJH SIGNED: 06N9720T8 WinDoox RLANOOPt37A32R1V8 iD J�SR LNCORPORATiuna,vinUeodocFom 8100 SERIES SMI REINFORCED & NON -REINFORCED "k 4'0 X 100 PANEL 2TRACK ELEVATIONS _ TJH t7T0.OPSF 98 F H'. PENAONS flfV DCSCi'.PIION MtC MPF4YSD D I RLVISED'PER NEW REQUIREMENTS 11/30/17 R.L. 358 1/2" OVERALL TESTED FRAME WIDTH 60" MAX. NOMINAL 52" MAX. PANEL VADTH D.L.O. WIDTH I REINF. I REINF, REINF. MAX. ]CAT 96 T/76" MAX. PANEL » 1«, ~ _ ~ HEIGHT X X 'X >X,: +• X X .POCKET WALL "' B6 21 /32' UNDER MAX. D.L.O.' ,SEPARATE HEIGHT APPROVAL. TO BE REVIEWED BY AHJ. 6" TO WEEP SLOT 8100 SERIES 5'Ox 82SMI.SGD• Note WEEP SLOT 1" x .1875" TYPIOALELEVARONEXTERIORWEW MAXIMUM AREA OF ALTERNATE SIZES MUST TYP. LOCATEDI". .1 ALL. NOT EXCEED FRAME AREA OF 360sq. FEET. VERTICAL CENTER LINES `APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM �PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. qz S 8100 SERIES 5'0 x 82 SMI NON -REINFORCED SOD 8100 SERIES 5'0 x 82 SMI REINFORCED SOD 2 TRACKLAYOUT 2rR4CK L4Y0U7 Nn RE1NEDRDE IlwT lv ls1I1 RISER eRS REINFORCE UNRWGH SILL RISER= AND#37 REINFORCE UN/rWRH SILL RISER 03SAND07 DESKN PRESSURE RATTNO IMPACT RA77NG t7o.OPSF SM4U MISSILE IMPACT DESIGN PRESSURERATWG IMPACT RATING t110.OPSF Swu MISSILEIMPACT FOR WOODMASONRY/CONCRETEANDMETAL INSTALLATION FORw FOR ADOIT ICNAL SIZES SEE SREETT PANEL HEIGHT AND 0 L.0 FORMULA PANEL HEIGHT m UNIT HEIGHT - 1 9/16" MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9. 1/2" D.LO. WIDTH - NOMINAL PANEL WIDTH - 9 1/2" DL3IGNPRESSURER4TM,G 81PACTRAVIVG t81.3PSF SMALL MISSILE IMPACT ILLATKIN FORWOODINSTALLATION A FORADOMONAL SQF.0 SEE SHEET 7A 760DA2t51'ERDAMDLOVE WinDoor ORLANDO,LLSMZ INCORPORATED 8100 SERIES SMI REINFORCED & NON -REINFORCED 5'0 X 8'2 PANEL 2TRACK ELEVATIONS SIGNED. 061192018 NR.=14 120' FF HE 290 3/8" OVERALL TESTED FRAME WIDTH L --� 46" MAX. NOMINAL f I PANEL WIDTH D.L.O: WIDTH REINF. REINF. MAX. kME GM 118 7/16" REINF. MAX. HEIGHT PANEL 108 21/32" 0 0 X X X X MAX. HEIGHT D.L.O., uol S" TO 8l00 SERIES 4'O x 10V SMI SGD WEEP SLOT TYPICAL ELEVARON ExIER/OR VIEW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UN /AVN SIZE AND APPLICABLE AS LONG D SE VERAL TICALL SIZE DOES NC COND ONS AS 8100 SERIES 4'O x 10'0 SMI NON -REINFORCED SGD 46 HEAD- 3TRACKLAYOUT 49 SILL NON- REINFORCE UNIT WR N SILL RISER OSS OES/GNPRESSURERATLVG IMPACTRATING t70.OPSF swu MISSILEIMPACT FOR WOOD MASONRY7CONCRETE AND METAL INSTALLA TION FOR ADDNIDNAL SIZES SEE SNEET7 RM ms oenmRnory REVSED PER NEW REOUIREMEN75 wn I eP ,Pao NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. ` WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES 'k:U%' B100 SERIES 4'O x f0'0 SMI REINFORCED SGD s rwlDltArour REMRJPCEUNRWITHSILLRISER=ANDV7 REINFORCEUNITWRNSILL ESIGNPRESSURERARNG IMPACTRARNG t1T0.OPSF SMALL MISSSM4u C7 HEAD SILL ^ DE6IGNPRESSURERATING IMPACTR477NO t72.OPSF SMAM' MISSRE IMPACT ATION FDRWWD/NSTALLATION FORADDRIONAL SIZES SEESHEE77A SIGNED: ��] 7500AM57'ERDAMOO inDOOY rv`OTO5 W WUAND0,PLUM2 INCORPORATED 8100 SERIES SMI REINFORCED & NON —REINFORCED N0 'k 4'0 10'0 3TRACK ELEVATIONS X .9 CAE FR HEI i I 362 3/8' OVERALL TESTED FRAME WIDTH I 60' MAX. NOMINAL I. L 52' MAX. Deuri wiM7u (, —D.L.O. WIDTH REINF. I I REINF. I E REINF. 96 7/16' - MAX. PANEL HEIGHT 66 21/32- O O' X X X X MAX MAX. D.L.O. AVE HEIGHT GHT HT - 6' TO 8100 SERIES SO x BE' SMI SOD WEEP SLOT TYPIDALELEVA7/ONEXTERIORWEW - (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SRE.DOES NOT EXCEED MAXIMUM PANEL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. rr" SIOOSERIES50X 82SMINON-REINFORCEDS6D ABHEAI S TRA IJIMUT 49 SILL NOAE REINFORCE UMT WNN SILL RISER 935 DESIGN PRESSURERATING LVPACTRATA'G ±70.OPSF SKAU MISSILE IMPACT FOR WOOD MASONflWOONCRETEAND METAL INSTALLATION FORADDMONAL SIZESSEESHEET7 PMSIWIS E[SCFIVFON MtE .1WPNSC NEVI REOUIREMEW5 11/30/17 R.L. NOTE: I ' MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. `- WEEP SLOT 1' v .1875' TYP. LOCATED AT ALL VERTICAL CENTER LINES ©� 8100 SERIES SY7 x 82 SMI REINFORCED SGD STMCALAYOUT DESIGNPRE65URERARNG IMPACTR4MG 3110.OPSF 6U4U' MISSILEIMPACT DES/GNPRESSURERARAKS 1MPACTRARNG 381.SPSF 6U4U' 60SSILEIMPACT FDRM460NRWCONCRETEANDME1AL INSlALA IIDN rtM rvw�urOinunE FORADDRIONALSIZESSEESHEET2111 FORAODI710NAL SITES SEE ' - 7500AMSTERI)AMDRM WinDoor ORLANDo,PL32R12 PRODUCT REVISED INCORPORATED I�ff' •mmpry1ngwth DU ROMER owidinR - COM N0Aa1w 17�219.07 8100'SERIES SMI REINFORCED & NON -REINFORCED Papirelbn 0=1=21 5'0 a B'2 3TRACK ELEVATIONS °T Mum am uci cen gPnw�e oxE NE. Tm 08-00878 -lir NTS I WE 12 03 09 s'�4 OF 27 SIGNED: 0B/192018 12L F HI 286 25/32' OVERALL TESTED FRAME WIDTH . 48' MAX. NOMINAL 40' MAX. PANEL WIDTH D.L.O. WIDTH REINF. REINF. ZA�' REINF. :I(Xff 118 7/16' MAX. HEIGHT PANEL - X_ 100 21/32- 0 O 1 X X X X MAX. D.L.O. HEIGHT L: li 87 @7 6' TO B100 SERIES 4'0 x 10'0 SMI SOD W CGp CIM NPI/•.El FI FVITMN FfTFFIMVIFW (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCE SIZE AND USE VERTICAL CONDITIONS AS SHOWN AD .L �.ir.�.ir-ram R.1: raa I� � .n^e.. x�1u �: rc, a: r..>•� DESIGNPRESSURERITING /MPACTRATWG t70.OPSF E- MLSSILEA7PADT FOR WOOD MASONRVAGONCRE7EANDMETAL INSTALLATM FORADDRIONAL SLZESSEESHEET7 RSINP6RCE UNIT WI M SILL RISER N.7S AND p REV6 qW D6CFIPIION Wi[ MPR D —rD RVASED.PER NEW REQUIREMENTS 11/30/1] R.L. NOTE: MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. ' I WEEP SLOT 1' ..1875' TYP. LOCATED AT ALL VERTICAL CENTER LINES p9 SILL REINF0.9CELNITWITHSILL RISER936AND07 DESIGNPRESSURERATUIG I IMPACTARTINO DESIGNPRESSURERATNG IMPACTA477NU ±1f0.pPSF MISSxE!!! 372.OPSF MLSSILILEWACT -CRAMSONRY/CONCREMANDAEALNSTAL"WN FOR WOOD INSTALLAnOM SIGNED: 061192018 FOR 4DDITIONALS264SEESHEET 7A FORADDRIGVALSI2ESSEESHEET7A W inDoOY oNe =32 .1V5 .... I I'll PRODUCT REVISED A'CORPORAT'H.D IPe°"m101yium0° vavwiedpodnewm ` Yi'1?DENse'•..• _ mp I wim Fl..— Boding ��M 11 NQA-Ne. 17-1219.07 e,pI.tI. VqI. DW31I2021 8100 SERIES SMI REINFORCED & NON -REINFORCED 4'0 X ID'O 4TRACK ELEVATIONS ` + N.. B1614 ' - gy i ''ss� '" • "IIq NA1i0"E_C�. DMWN: TRH MN .0. 06-00678 REVF= 0 Mi,m . NF1 .... NTS D"N 12/03 09 s-5 OF 27 120' FF HE I i I M,xM 286 25/32' OVERALL TESTED FRAME WIDTH'I OESPEQUI 30/ evPxavEo 48- MAX. NOMINAL d 40` MAX. D REVISED PER NEW.REOUIREMENTS 11/]D/17 R.L. PANEL WIDTH O.L.O..WIDTH _ REINF. i REINF. WE ' REINF. GHT 118 7/16- MAX. HEIGHT PANEL io 40 109 21/32" 0 MAX. D.L.O. ., HEIGHT L L 6' TO WEEP SLOT NOTE: MAXIMUM AREA OF ALTERNATE S12ES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. 8f00 SEA/ES 4'0 x 10'0 SMI SGD TYPICAL ELEVATION EXIERIOfl VIEW WEEP SLOT 1" x .1875" (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CON DE61GNPRESSURER477NS IMPACTRATWG t70.0PSF SMALL ' MISSLLEIMPACT FOR WOOD MA SONRYIWAICRETE AND METAL INSTALLATION FOR AOOMICIWIL SIZES SEE SHEET7 REINFORCE UNIT WRN SILL RISER 036 AND 137 DESIGN PAES5URE RATING IMPACTR471NO t110.0PSF 5u4u MISSILE/MPACT HEAD SILL RFINFORCEUNITW9H SILL RISER"ANDl37 DESIONPRESSURER4DND IMPACTRATINO 372.0PSF MISSILE IMPACT SIGNED: 0611912018 LLlVVl ORMMO, FL, 3BU I ``p`JVS; PoT TBD Ivb wwr aMdrodxma . Y.i'VCENk B100 SERIES SMI Na B2614 REINFORCED & NON -REINFORCED ='*; �,pp//,, 4'0 x IWO 5TRACK ELEVATIONS �'.�' J.'4 08-00878 358 3/4- OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL - PANFI .WInTW KU7/ PEINF: _ REINF. MAX. PANELHEIGHT / y 98' MAX. 86 21/32" 0 1 0 X X FRAME MAX. D.LO.EIG HD HEIGHT I I I I 5' TO WEEP SLOT 8100 SEMES SO x 82 SMI SOD TYPICAL ELEVATIONOTERIOR VIEW (APPPANELS CABLE ASOLONG AS INDIVIDUAL PANEL SIZE WN. UNUMTED NUMBER OF E DOES NOT EXCEED LS IN UNLIMITED CONFIGURATIONS TIMAXIM MPANEL �/T\\ SIZE EAA\ND USE VERTICAL CONDITIONS AS SHOWN. CTG7 0T t70.OPSF I SMALL MISSREIMPACT FOR WOOD MASONRYAbNCRETEANDMETAL INSTALL FORADDIDONAL SOESSEESHEET7 HEAD SILL I DESIGN PRESSURE RAT1N0 IMPACT EEC I illO.OPSF SMALL MISSILELMPAOT FfV1510N5 pfV -OCSWPM1CM MiC NFFOhD D REVISED PER NEW REQUIREMENTS 11 /d0/1T R.l, NOTE: - - MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED FRAME AREA OF 360sq. FEET. ` WEEP SLOT 1" x .1875" TYP. LOCATED AT ALL VERTICAL CENTER LINES DESIGNPRESSURERATING IMPACTAATING W 1.9PSF sMuc MISSRFLVPACi FOR MASONRY=NCREMAND N FORAODIT/DVALSQESSEESHEET7A METAL INSTALLATION FORWOODINSTALL470M FORADDMONALSQESSEESNEET7A SIGNED: 08/192018 Wi_7� 7500AMSTEMAMDRTV9 nDOOY oaTaNDo,T23ze52 INGORPOAA72D v„Tm.Enxm -:a aw._... imm,maml ooar `T1p1U 11nIIIL JV5!t: �p1�o y;•JCENaF''..tS �. PRODUCT REVISED •eomol slm mn 9.07 Flonm an" .. 77-127 uoNo"..' - ND, gLSM '• %' 8100 SERIES SMI _ REINFORCED & NON -REINFORCED 5'0 x 8 2 PANELS 4TRACK ELEVATIONS - - '•. 2xpinnen o 0311I2021 fiTAIe W fM :���'• I`LORIDA : ��'SS��NALIE�G� DMWN: i DxE N0. OS FDI D rerm • m ua eemm NTS -E 12/03 09 968OF 27 198" FR HE I _ RNI9N5 � {� flN GFSCflIpfpN OAR 1 D RLMSED PER NEW REOUIREMEHTS - 11/30/17 358 3/4" OVERALL TESTED FRAME WIDTH _ 60" MAX. NOMINAL - 52' MAX•' •'- - PANEL WIUTN D.L.O. WIDTH ' REINF. I REINF. REINF. 98 MAX PANEL ._ HEIGHT E- 21/32" 0 0 X y X X 4ME MAX. D.L.O.. 1 OHT HEIGHT 6" TO WEEP SLOT FOR WOOD MASONSWCONCRETEAND METAL INSTALLATION FOR ADD177ML SUESSEE SHEET 7 NOTE' MAXIMUM AREA OF ALTERNATE SIZES MUST NOT EXCEED'FRAME AREA OF 3609q. FEET. 8100 SERIES 5'0 X 87 SMI SGD TYPICALELEVAnCNEXTERIORWEW WEEP SLOT I' x 1. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS 'DOES .1875" TYP. LOCATED AT ALL )NO AS INDMDUAL PANEL SIZE NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE MIO USE VERTICAL CONDITIONS AhHOWN.T T T m 01 , T, , P SILL REINFORCE DESIGNPRESSURERAIING IMPACTRAnNS i81.3PSF SfaLL MISSILEIAPACT FORWOCIDWSTALIAnON SIGNED-0092018 IEETTA AO IT/DNAL IZE SE Wi�,�7'� 75D0AM3TEaDAMDRLVB nDoor ORLANDO, FLM32 INCORPORATED „e, cv,arvwilvdoodeemm REVISED ` nM IM Fladd. 8100 SERIES SMI :* �17-1219A7 REINFORCED & NON -REINFORCED - 5'0 x 8'2 PANELS 5TRACK ELEVATIONS DIWX RN -ID.� TJH 08-00878 D summ NON- REINFORCED UNITS DESIGN PRESSURE CHARTS. FOR GLAZING TYPES A, B, C, D, E, & F. Maximum n nvuma • p Pb SYlaefwAluminum bw1 Nanlsaor/moMSOAwm ] "A]TAw&0 s/II, Ram 70 Pmw binnl/qln YlgnrgLoncrYPwYlbl druCun �Y M1lvlbYrpY tap I ]0.0 I MO I 41p M141 ) I 19A I tiap I m0 Pan I Aft LPm I q AND,q Pon Pon Nq mil W0 tmn ma ma1m IM wD .t00D WA I w0 1m0 m0 m0 m0 +mil w.0 Iwo WD 1m0 m.o IImc,= Imo w0 t0on mil na W.b WA' m1 Doi ' no w-0 looD mil im0 8n0 1m0 w.0 1mD w0 Bali m-0 7fl] w0 R1 go s8p mil too➢ !60 1mA ea0. im0 no 90.7 m0 MB MD 74B mD m0 im0 no 1= 01,01100.01 ma' 89.0 MD. ® M M 1140 .WA 1W0 w0 1mD mo._63A .wo wA WD }4] Imo a ' M•dmum p4r n ramn m prJ •d SF - INwdY/bAluminum SYINonAEnblNsOOWNJ'slll maY llnm JOd ]TREn NII Imn n- Porunbinri • n pqn /Canvlbel Eel i/YEmn' ,�N xip JLO' NgHm164g4 gmIK}Im (1q ILO IBO 6a0 m0 Pm P.wo N P.mo Nq Pm N!p /0! 'Np Pop Ne P. -N e40 mo 1 Imo W.0 tm.o m0 1MD wD Imo W.0 1mA ma. WA w0 w2 a4o DID mn Imn lion Imo Wn Im.0 m.o Imn wo WA no eat sap m0 Ima oI =-ec I Doc,ilIma no W2 mT 7 73.1 MI flp mil wA mo 1m0 m.o 0.7 mn wn 74.9 TIA mo mo Ima no lmD m.o loon eno w.e mo ena mn Mo - 1140 DID 1mD ma 1m0 wa wa wA no 74.7 .1 - 1= no 1m0 I MM I I0 a .e . i/A B 70. mil PANEL HEIGHT AND D.L.O. FORMU] `PANEL HEIGHT'- UNIT HEIGHT -1 9/16" " MAXIMUM D.L.O. HEIGHT a PANEL HEIGHT - 9 1/2" D.L.O. WIDTH = NOMINAL PANEL WIDTH -'9 1/2' ' PLVIS+aNS p!y UT IMN M1E mPPm2a 0 RENSED PEA NEW REOUIREMENTS 11/50/1] R.L. mum n }f m M sMmINmAIFMwm SYINanAalnlon'tlbon Wm f 34'dll rl4E, Item W l ]T ReOv sill, pn'n ]o Far vnlbinabllH/rt WOM HoOM NmbvI8Y0YttnlNwm(Y) xi0 MO ILO slip eln ma m Np Pm N P."D q Fm PopNqPop Hv Im.o tlA Imo tl0 tmo 4eo Ima 1= 4a0 W8 Mn G12Mn 100D tlD Imo tlD Imo tla Imo tl.o au no uosna M�V� !en DID tl0 loon 45A Imo no wA uo mr no T2.1sflp 4TA esH 'tlA Imo 4n0 W.T 4no w0 4n0 74B 43.0 mDImo 45A W➢ 4a0 wo 430 mil 41.0 w0M.0 0.0 ]4A tl.0 snJ 45.0 We tl.o 74.7 1xi0o a}, A I W. I N. m.0 u mum tl' n Im]un • vt A sWeINmAluMwm Swl NenAYn<arb0$fin Wm]1N•EII rlay Ifm W J ]iREm s/Il, Nm m Wunlb nffi IMIn HWX', :ao xio aeA NmInelJYab 420 M1nIWdN Ono eao no Pm Nq I P= I Pen Nq Pon Nq Pm Pm NM Pm Ntp m0 WD'1oo0 lm +WD m0 Imo w0 1= mD 1Ms,01 lm0 0.0 m0 @3 o4D mn ImA Mwaa0 wo Imo wo Imo wo Imo wn Imo mo a- pze wo mI 6H0. 907 im.0 w0 p1.0 MA 1mA m0 1m0 mD s3J m0 T1. wA i.1 m0 m.0. Imo m0 60A mo 1mD no W.i wA mil w.0 14e no mD . fmA wD BSA no }aa.. w0 WA tAA w3 WA ma 1f4p no Gas ma ion w0 WB mil mil mD }47 1xio .w.0 wa no, mil .0 D ]Oil mum A n pd chat INm SMUAIUMnum sYl Nonatdnb7�d SDO WN i'SIII meV, Item ]sd ]TRWo 5111, Ilan m ForYnlblad! o n m0 Hebw hU Tao Jpo - xio NnaW SNYf0ne1N141N uo m) no aao _ aaa Pm Fo! Nq Fw Nq Pm q Pm q m Nq Nq wo mil Imo mo 1m.0 m0 10 m0 loco wD 1ooD wD mil mo mo 921 e4.0 +wo too➢ eon 1mm w0 10oA m0 IOpA w0 imA WA 61B mil m1 pen wn lima ma 01.0 wo Imn ma Imo wo wA ma Te.i na rtI mp .wA 1010 mo mil 800 Imn m0 99.7 W.0 mil I 74A ]4A no Mo Ima wD DID roil M wu 0.0 ma nB ma WD 1fu no w4 iAB ]49 m0 sin. w0 mil ]4.7 1xip Imn ]n2 m0 e A 7IA mD 75DOAM,41'ERDAM DRIVE YY 1111JO�r ORLANDO, FL 32632 IDOUDT REVISED INCORPORATED n"'°'n `n IivmM. evY•a'IMnodeisom omPl n Nob the Flarldn u`mnpod A -No. •I7-7270.07 8100 SERIES SMI nm0onu�0]YJ112037 REINFORCED & NON -REINFORCED DESIGN PRESSURE CHARTS SIGNED: 06718/2018 III. U514 REINFORCED UNITS DESIGN PRESSURE;CliARTS FOR GLAZING TYPES A, B, C, D, E„& F. Dmtl n nc Nut S1/lmOfmAluMnum SYIPJ+JwN SOnuPOITJII Jam, IINn m58 ZIRmOYII, flm 10 ' FOTUNbIm1LlIPl n Imn vrLorYJul pvgla MANIn al0 m0 • OSO NaaiRl&YgfAMmiNlMli RO 'KO'_ -. ..__ 6!0 m0 _ .P.1Iwo IPmI Np IP. I Np'I Pm I-Nq I Pm I mm'I Pm Np' Pm Nw mn mn 150.0 m0 11=01 no 1150.01 m0 Ilmol m.0 11=1 no limal Sao JIGS BIA Bo➢ Inc mo 'Im0 m.0 IwA 1mxi.o0 ' m 111m580 0B0O.D0 11i181H0 R0• mD mo imo -mo Imo mo 1mA mm.0o mW 1m8➢r 0L0 W. mo 'ixio mA 160d mA tm0 "m.0'1tl.T 'm0 +».+'mA 1180 fOLU and Iwo 'Mo Imo mA 1mA m.0 138T mo 'lrir 1140 no l000l no I 1m0 no, I la7l mo 'lma BOA 11r] ':- Inc a wo 1121.0 1BOD1 lium ' nTmum n @Talmo ut _. sblemmuWNlrum salMmalwl bOArmim•Jn NM.Ibm.."Rb wjf A1n 70 Port burl kiln NL mrmwMmlOWun _ _ - roNwseA`wrlxal - Mbar . XG Iz. Sao '11 _. Sao 1 ILO. 1 I0A -_no _ -. m0 ( .I I mv. I P. I nw I POS I Mo.I p= I NAP I m I Nm I Poi Now w, sw mO lon .Imo Imo Imo Imo 100n Imo Ing imo imp loan imn im.o IIB.B "a Imo imo imo Inc imo. 'I a .1m0 Inc, tm0 1mD 1m0 +LTA I 1m.0 I I= 000 Imo Imo tmn Imo Imo Imo .I= imo 1m.0 1d 7. +mn' IAA 11000 11113 B&0 tm0 imo im➢ imo tOOA imA 1m.0 tm0 imo ip.] 1m0 117.1 Imo "110.0 1m0 imo Imo Imo lxio Imo Imo imo roar tmn 13AT. J7 9 imD imo 4mD 11i8o 1m0 mT .imo .130A 10oA 11).B xi 1 mum n N tyc0a -"-3WUpvum dOn rmlfM'JIIJV ItLmM -' - FwuNb ll lRfll lwimm�brcuO In MimnrPAwwrLw ml tuJua -- Mha XO YAO a rolmRlB YPaY WAm(6) MO "ILO"- ao 11 o I m0 Pm m 'Pm Pm p Pm Nq Pm R0 Pm BOO 1 1m0 1h] I m0 17>J 1m0 13B] Imo 1383 1mD 13!] +md V33 I BIA 1= 389 1m0 19] imd 131] 1m0 1D] 1m0 t30] 1mA ibt 161D 1393 I INS ' OBO I?'�.1 1md I I 13n0 '1mD 19] 1m0 1350 1Ki 110A 1m9 11JJ 119] no Ims no 1S9 toad 1tD] 1mD 199 imo 199 1L3.] 111.1 '11T.1 110➢ 110d Imo I= tma 138.3 1mn fm] 1mA 1?>a 108T 1359 133T f1L0 I= no I 1m0 -418 1lSr tL] ,13L0 111] 11r] Ind I B8o 1 A t A t0A 11 RMLORS ' RfV DCSCMPIION NIT MPR0.KD D RESED PER NEW REOUIREMENTS 11/3D/17 R.L. doslan raAln B NLr1 S -modmum SY1mBlmAlumlNm SNIRJnarMBnDeM i'Jll FmumalnmugmwRRe J�.flNn1}0�]rRbOYll. neRl m - MnOrfibpbFNeILINmm)' Mba Pm Np Pm �Np 6ANp Pm. Ip Pw Nq Pm Nq Poe Nap WO no I,S5I m0.1 11&41 mo I ii&0 mo 131I mA 139.1 m0 1V.8 m0 M2 SAO mo 1]00 m0 I= mo 130.8 m0 1%I m.0 1182 m0. 1mA m0 m2 0L0 no imJ m0 %.o m0 4182 mo I= mo Sao A .80.0 Mo. ®.a no. MA 1072- mo ma Mc,118.3 mA im.B mo B&I .80.0 80A m0. It }O80 mA mA -}B.} ]B.0 BD➢ 1m.4 m.. .BOB .m0 @.&. IN, -mA mA TAA Aab .00q Imo .m0. -B/A r8A' -IB _ N00 ] H 0 G mum�m n�/aYlTudg m SWm8lmAluminWn BYIRJnbttaOBOO MN} WWI" r/v.Ilen WB}TRm YII.NLam _ Po/uM WeR MmW51v Sftb11n1\ 16) }LO MO 'i6LDv 1MN5+0f LLO BLD p0 Pm p �Pm Np m s p .Pm Np Pm p Pm 9 ma imn tm➢ 11Ll. 1mD 1640 tOPD 131! 1m0 IM '19.i = tmo 11"IMA 932 lag Ime Imo IN.? i '91.0 1m0 '19.0 1mA IN imn 1t32 1m0 ImA '�m2 Mo tmr A OIA .Mo tm.0 1183 imD 108& m0 010 m.0. m0 11 80H W.- no 0L0 INS imn 1m2 m3 m0 1m0 1113 1m0 1m.B BSI '0&a m.0 8BA SIA 01] 819 mD m.0' .A] 762 1m.0 im! me BSB 023 170 1- B0.! m! rlA ]IA. 000. ... BIB me BLO rQB 788 1mD &. 7➢ mw rB A Mbld M) PANFL HEIGHT AND D.L.O.FORMULA , PANEL HEIGHT - UNIT -HEIGHT = T 9/16` MAXIMUM D.L.O. HEIGHT a PANEL HEIGHT - 9 1/2" D.L.O. WIDTH - •NOMINAL'PANEL WIDTH- -.9 1/2- - •• -v. 7SCOA14TEMAMDRIVU WinDoor ORLAND0,PL72832 INCORPORATED I,oie,"muM „,a,,y;oBRMRD� DIDUCT REVISED mm f fm mR FiwlOP 8100 SERIES SMI BLaee REINFORCED & NON -REINFORCED A -No: 77-t210.07 DESIGN PRESSURE CHARTS pliGtlaJA 031912021' DMYN: Vi0 Ho. R!V TJH 08-00878 D scut NTS - 12 03 09 � 7A OF 27 I DPmazt Conbol SIGNED: 06/19/2016 �cErisB '•.IP Nu, m61L 18" MAX - 6" MAX: TYP. 6" MAX. TYP. 16" MAX. O.C. TYR NOTES 1 & 2 SHT 8 6" MAX. 1_, 4" MAX. TYP. 24" MAX SEE ANCHOR CLUSTER ��--��----��- O.C. DETAIL, SHEET 10 TYPICAL •- 1 HEAD INTERMEDIATE ANCHORS IiYPICAL tIE SEE NOTESI� 1 & 2 SHT 8 4 �6" MAX. RM910\5 FEV OEecRmwN ruxa fPpaovan p Rd15E0 PEA NEVI REOUIFENEMS 11/30/17 R.L. '' TYP. �1A%, - - ANCHORING NOTES: 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT 1. FRAME SYSTEMS, 2 TRACK, - O.C. TYP. EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD. SILL z z z AND JAMBS. 2. ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK 4 TRACK AND 5 TRACK. HAVE c o. o ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. z _ z 120" 3. FOR ANCHORING IMO MASONRY/CONCRETE THROUGH A PROPERLY SECURED �z 1X NON-STRUCTURAL WOOD BUCK USE 1/4" ELCO CRETE-FLEX SS4 WITH d d d I HEIGHT SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO d t7 [1 SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 2 3/5" MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION SEE NOTES 4. FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 1 & 2 SHT 8 GA. MINIMUM STEEL STUD USE GRADE 5.#14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO 6" MAX SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION r TMP'5. DETAILS. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WIH LOAD BEARING _ MAX' r SHIM. SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. MAXIMUM ALLOWABLE LOAD BEARING SHIMTO BE 1/4". 6. ALL FASTENERS TO BE CORROSION RESISTANT. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SEE ANCHOR CLUSTER DETAIL, SHEET 10 SILL INTERMEDIATE ANCHORS -•�4" TYP. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE TYPICAL USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH TYPICAL SPECIFIED BELOW: 4'0 x 10'0 ANCHORING LAYOUT NON-11F!s,FORCED AND REINFORCED UNITS A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM-COMPRESSNE STRENGTH OF 3,360 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE A. TYPE 1 (OR GREATER). ' 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING 54ME ANCHOR CLUSTER AND PATTERN m oleo or autlonafopu • w y eed, m mu on ueae• vnehpn bupon fora neck 96sek coda mck 9efmkon wleWon braneck D. METAL FRAMING - 20'CA (040) MINIMUM THICKNESS WITH 2X WOOD .P.R. dm uU "am 240 =a .0 Lip Age "0 eao flN imb m ma xu Ames M63 v emee M39 imee M69 v0 Jemoc Xe! emee N69 vw mo 9 1 1 e 1 1 e ] e 0 3 9 0 9 e 9 B 0 3 0 et0 B 1 4 e 1 1 0 ] a 0 ] e 0 3 0 e 9 0 0 9 0 e ] 3 0 ) 9 9 ] 9 e ] e e cap ] 1 4 ] 1 4 ] ] 0 ] ] e ] 9 0 ] 3 0 ] 3 B flag ] 1 1 ] 1 1 ] 'J e ] ] 0 ] 3 e ] 3 0 1t" 0 1 4 a 1 4 6 2 0 0 9 e 0 ! e 19ae 0 1 1 0 1 4 9 9 B 0 9 a 9 s e m en or om om u e o an or a on on Mdpkf WO, I.Pend mm N RN xo mB Sao 410 Iaa eao ma mo e B B 0 B e 0 eao e e e e e e a aso B a 6 8 e B B aao B e -a a e c B- feap 10 1D 10 10 10 10 IIAe 11 11 1t 11 it Ima 11 1 11 t1 Wi��7� 7S0OAMSTI=AMDRIVU nDoor ORLIITDO, M 32932 INCORPORATED I wo uav,�lndoodKwm 8100 SERIES SMI REINFORCED & NON -REINFORCED .4'0 ,x- 10'0 ANCHORING LAYOUT AND NOTES BMW% ON NO. FLV TJH 08-00878 D � NTS —E 12/03/09 aem8 OF 27 SIGNED: OW192018 • _ _ _. _ i. .. I r k PN5gP5 - • _ _ _ • - '•f flN fliSCPIP110N • MlE MPROVFD 16''MAX 8' MAX TYL� 24'MAXSEE OC, � ANCHOR CLUSTER '- HEAD DETAIL, SHEET 10 INTERMEDIATE ANCHORS TYPICAL'¢ � � . SEE NOTES 1 & 2 SM 9 ' - D REVISED PER NEW REONREMEMS 11/30/17 R.L. - - flP. fi' MAX. ANCHORING NOTES: TYp. I 7. FRAME SYSTEMS, 2 TRACK, 3 TRACK, 4 TRACK, HAVE TWO ANCHORS AT - - ��_ 1MA%,• EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS, 5 TRACK FRAME • - ' O.C. TYP. SYSTEMS HAVE THREE ANCHORS AT EACH LOCATION SHOWN IN HEAD, - .. _r SILL AND JAMBS. E SYSTEMS 2 TRACK 3 TRACK 4 TRACK AND 5 TRACK HAVE 1 _ 2. ALL FRAM ONE ANCHOR AT EACH LOCATION IN HOOK STRIP. aa MAX 3. FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY O.C. TYP. - - Q i ' - -- z -- - - G SECURED 1X NON-STRUCTURAL WOOD BUCK USE 1/4' ELCO 1 HEIGHT CRETE-FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" SEE NOTES MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 4/2- MINIMUM EDGE 12 SHT I DISTANCE AND 2 3/5' MINIMUM SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. BACKED SEE NOTES - - [1 4. FOR ANCHORING INTO WOOD FRAMING, 2% BUCK OR 2X WOOD WITH 1 2 SHT 91 fi' MO. TYP. 20 GA MINIMUM STEEL STUD USE'5 IN14 WOOD SCREW 1 5/8 SUFFICIENT LENGTH TO ACHIEVE A 1 5/B' MINIMUM EMBEDMENT INTO i -- SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND T 6' MAX.. J Wp• 11 — — I 5. INSTALLATION DETAILS. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM 4' MAX I I ` SEE ANCHOR CLUSTER SILL 4 1/4' MAX.' TYP, ALLOWABLE LOAD BEARING SHIM TO BE 1/4". �{ )••-' DETAIL, SHEET 10 INTERMEDIATE ANCHORS 6. ALL FASTENERS TO BE CORROSION- RESISTANT. TYP TYPICAL TYPICAL 7. INSTALLATION ANCHORS SWILL BE, INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS.LESS THAN THE 5'0 8'2 ANCHORING LAYOUT NON -REINFORCED AND REINFORCED UNITS MINIMUM STRENGTH SPECIFIED BELOW: GRAVITY OF x 4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN A WOOD MINIMUM SPECIFIC B. CONCRETE -MINIMUM COMPRESSIVE STRENGTHOF 3.350 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, mu bn tluBaa TYPE 1 (OR GREATER). robweon rare trBd D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2N WOOD BACKING, FX-33KS1/Fu-52KS1 MINIMUM. Num w anchorlp2 a k, aft a7 M 3. I en mdora brlouean br20aalT, 3fnd.,.nW d, 3andpwp NWBNf s<o no aao SIna1. P.n S1am 42.B IN Ono anB So. RN L4 68 u ma. asW36 n. ISaao 6 1 b9 1 4 a 2 6 a 2 3 a B 3 aa4 B 1 B B 2 3 a B 3 a4 7 1 4 i 2 B 7 2 3 a 7 3 a4 7 1 1 i 2 B 9 2 3 a 7 3 61 4 T 1 4 7 2 B 7 2 7 3 a a 1 4 a 2 B B 2 Da011 m an ow oru BB w ar raw on NNmt - Sln .pm1111aeY Nn an) ano aao 4t Ia0 aao aao no B a B a a a a Bn0 B 6 e a a B a Baa 9 a e e B - e B no 9 B B B B .B. a +-- foao 10 10 10 to fo 10 ff<B 11 11 if 11 1t IT— 11 11 SIGNED. 0611912018 • • 7suonts'Otl � PRODUCT REVISED 3M' W ll1L/OOY OAUNDO, F132832 INCORPORAT•FD ` 5100 SERIES SMI REINFORCED & NON -REINFORCED - _-, 5'0'x 8'2„ANCHORINGr LAYOUT " "' p 1i B wIth M. Pf.naa 6xiWimf . NOA-Nn. 77-1219A7 a�lmtmno D3/]3rzD21 - BMYtI: TJH aM kL. 08-00878 hSV D mibm v uct 341E NTS — 12 03 09 saer9 OF 27 ' RENLONS ' VERTICAL CONDITION RCV oescRlRnox wII KRRJOFD 4" MAX. 4" MAX. , - - _ D - REVISED PER NEW REOUIREMENTS i 11/30/17 1 R.L. 4" 4" 4" MAX, MAX. 4" 4 3/4"- MAX. - MAX. 2 3/8" SEPARATION 2 3/8" SEPARATION r 7 1/8' SEPARATION-1 -.. SEPARATION SEPARATION POCKET " - ' INTERIOR CLUSTER DETAIL 2 TRACK TRACK " , , ' 15 TRACK 'I 4 TRACK I�'1 0EMERIOR ATRACKSYSTEM ��.--�, 1L �����n1I�nI3 1 1 1 1 1 1 �, . ' ' • ' E,n ..6 �, 1 1 1 1� VERTICAL CONDITION 2 3/16" �' 6 15/16" 4 13/16"� 4 15/32" HOOKSTRIP ANCHOR LOCATIONS SEPARATION 4 9/16" SEPARATION 5EPAPATION SEPARATION SEEDETAILSINSHEET0. SEPARATION HEAD & SILL ANCHOR LOCATIONS - SEEDETAILS IN SHEETS20, 20A, 21, 21A, PZAND22A VERTICAL CONDITION 4" MAX. 4" MAX. 4" 4" MA%. MAX. J 4" 4" I MAX. MAX. 4. , SEE CHARTS ON SHEET 8 AND 9 FOR CLUSTER ANCHOR QUANTITY REQUIRED 7 1/8" VERTICAL CONDITION AX. 4" M 4" MAX. 4" 111��� MAX. I 4. JI X. MA%. 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) flO x 1 1/4" SQ. DRIVE SCREW AT EACH END, ITEM #47. 'ALL PANELS HAVE AN INTERIOR AND EXTERIOR APPLIED GLAZING STOP. - FRAME CONSTRUCTION: EACH FRAME CORNER IS NOTCHED AND BUTTED, HEAD AND SILL ARE SECURED TO JAMBS WITH #7 TYPE A SS SCREW, ITEM #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. LS TRACK 4 TRACK 4 3/4" 3 TRACK T 2 TRACK L SEPA TION 2 3 8 4 /4. SEP 4 3/4" SEPAR/A710N 'SEPARATION ° SEPARATION — T ' JAMS ANCHOR LOCATIONS 'T SEE DETAILS IN SHEE11S20, 204, 21,21A, 22 AND 22A 4 3/4- 4 3/4" SIGNED: 0611912018 WinDOOY ANDO BDL3328lDRIVS oll ;fig R; lO 'V, OR INCORPORATED 1°e ulaw ww+.alodcpmcmc+ .� �'•: 11OEN02'+,S IUC7 REVISED plN,g wim the perm e1e17-1219.07 Np. 62514 8100 SERIES SMI is REINFORCED & NON -REINFORCED ANCHORING DETAILS AND NOTES p: [WO NO. m Ruxx08-00878 D TJHs ^'0Nw.Li '7L "�''CS••'�R!��' • 6�2� Pon oggOqmD 0=12021 a ePro et nem ��nS�ONAI Ea`` NTS — 12/03 09 s--IC OF 27 ■m PARTS LIST - REV15IOM - r r RVP[swiRnPN m*[ 12PRU+[o D REMSED PER•NEW REQUIREMENTS 11/30/17 R.L. ' 1" O.A. .- :.. .. •. - - .- ,. , , 3/8' AIR 1" O.A. .__ SPACE 3/8' AIR SPACE 9/16" O.A. 3/16" HS 3/16" HS ,035' SGP .0603 TROSIFOL FIB .060' SASTM gy KURARAY 3/16' TEMP` BY KURARAY 3/16' TEMP PVB BY EASTMAN 1/4" HS 1/4" HIS 3/16" HS 3/16" HS EXTERIDFl INTERIOR -Ew INTERIOR p7ER10R INTERIOR L10- i" CUSSASS 1" GLASSI1 - E 52 BrFE 51BITE12 . p3 68 41 6814 - 82 55 55 GLAZING TYPEA GLAZING TYPE GLAZING TYPEE SMALL MISSILEWFACT SMALL MISSILE IMPACT SMALLM/SSAE IMPACT REINFORCED a NONREINFORCED UNITS -. REINFORCED 3NONliEINFORCE0 UNIM REINFORCED III NON -REINFORCED UNITS - 1" O.A. ' 3/8" AIR 9/16" O.A. 9/16' O.A. SPACE 3/16- HS-i6 DEC" TROSIFOL PVB .060"-SAFLE% SGP BY KURARAY PVB BY EASTMAN 1/4' AS i/4' HS 3/16' TEMP 'BY KURARAY 1/4° HS 7/4° HS 3/16" HS EXTERIOR INTERIOR + EMEfl10R INFERIOR I EXTERIOR /NTER10.9 - SS GLASS 1" GLASS 'T"GLA- _ 1" 52 BITE 51 BITE 51 8RE 43 68 41 68 47 68 _T 55 55 55 B2GLAZINGTYPEB GLAZING TlPEO GLAZING TYPEF SMALL MISS&EIMPACT' SMALLMISSILEARACT SMALL MISSILE IMPACT REINFORCED A NO"EINFORCEb UNITS REINFORCED S NON-REWFORCED UNITS REINFORCED B NON -REINFORCED UNITS SIGNED. 061192018 7500 AMSTHINAMD]ttV!! `AAA+111fL�10 WinDoor ORIJUIDO,PL32832 , �As . 3NCARPOAATR[3 r^""�'4"O �� v "',10ENSp"•,S 'i„ PRODUCT REVISED 1"A0d`°' V°w'`jOt1aedn4C0°� + '•.• •- n PPmPIy1n wn Me nMd. NP, 82614 SERIES SARI 7I` �• NDA-Nm 17-1219.07 REINFORCED & NON -REINFORCED Bm1aMq Coe EIN FORCED E�PMe6Pn D 03pt/2021 B.O.M. &REINFORCED GLAZING DETAILS PARTS LISTCONTINUED pK Drown: .•... .. OwP x0. .. RLv :.�0,,tt��•.,' STATE OF -•y" 4/: ON SHEET 12 mlaro • roeuce on TJH OB-OOB78 D III itOf"'"` G?�` scN[ NTS °AM 12 03/09 —11 OF 27 """Ir/��NA11I4`"�` NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 FS-04641 2 TRACK WS FRAME HEAD KEYMARK ALUMINUM 6063-TB 2 FS-04788 2 TRACK AS FRAME JAMB KEYWRK ALUMINUM 6083-TB 3 S-44119 2 TRACK NM SILL PAN KEYWRK ALUUINUM 6D63-T6 4 S-44121 2 TRACK WS SILL INSERT KEYMARK ALUMINUM 6063-TS 5 T-32123 5 TRACK FRAME HEAD KEYMARK ALUMINUM 6 i-72123 5 TRACK FRAME JAMB KEYMARK OD63-TS ALUMINUM 6067-T6 7 FS-02180 3 TRACK FRAME NEAR KEY/AARK ALUMINUM 6063-TB 8- FS-02181 3 TRACT( FRAME JAMB KEYMARK I ALUMINUM 6063-TS 9, S-44123 3 TRP01( SILL PAN KEYMARN ALIIMWUII 6063-T6 S-44117 3 TRACK SILL INSERT ' - KEYUANK ALUMINUM 6053-TS FS-02011 4 TRACK FRAME NERD KEYWRK AlUMLvuM 6063-i6 is-O2070 4 iPPLK TWINE JAMB KETMARK ALUMINUM 6063-T613 S-"118 4 TRACK -SILL PAN- KEYMARK ALUMINUM S063-T6 S-22124 4 TRACK SILL INSERT KEYNARK ALUMINUM 5063-T6 15 B-01882 FRAME HEAD INSERT KEYMARK ALUMINUM 6DO-76 16 M-01893 FRAME JAMB INSERT KEYMARK ALUMINUM 506346 17 M-01869 TOP PAL KEYMMK ALUMINUM WB3-76 18 FH-04723 BOTTOM PAL KEYMA4K ALUMINUM 6063-TS 19 FS-04768 TALL. BOTTOM RAIL KEYMARK ALUMINUM 605346 20 NPG PANEL GUIDE. - NTLON 21 FH-07871 LOCK STILE KEYMARK ALUMINUM 6063 22 M-05044 INTERLOCK STILE KEYWRK ALUMINUM 6063-16 23 FX-04787 FEMALE BUR STILE EXT. OFFSET KEYMARK ALUMINUM 6063-T6 24 1`1I-04750 MALE BUTT STILE EXT. OFFSET, REMARK ALUMINUM 6063-16 25 FH-04626 FEMALE BUTT SINE W. OFFSET KEYMARK ALUMINUM 6053-T6 26 P7569AM OUST PAD 1.244' r .5' v 2.3/' 27 1 FS-04747 BUMPER JAMB INSERT KEYMARK ALUMINUM 8053-76 28 M-04754 PLAIN STILE INTERLOCK KEYMARK ALUMINUM 6063-76 29 FS-04755 PLAN STILE INTERLOCK COVER KEYMARK ALUMINUM 6083-T6 30 FS-05382 INTERLOCK SNAP COVER KEYMARK ALUMINUM 6063-T6 31 FS-02726 STILE JAMB INSERT - KEMARK ALUMINUM 6063-T6 32 FSL02725 PANEL SOLE JAMB'INSERT' KEYMARK ALUMINUM 6063-T6 33 PH-0389J- 1 3/4' SILL -RISER KEYMARK ALUMINUM 6063-78 W FH-03652 2 1/4' SILL PEER KEYMARK ALUMINIUM 6083-16 35 FH-03653 3' SILL RISER KEYMARK ALUMINUM 6057T6 36 FH-03654 ] 1/2" BILL PEER KEWA4K ALUMINUM 606}T6 37 PH-D3655 4 1/4' 9LL RISER KEYMARK ALUMINUM! 6063-T6 38 FS-02173 HOOK STRIP KEYMARK ALUMINUM 5D63-TB 39 FS-OW7 TRIP WALL HOOK STRIP WALL COVER KEYMARK ALUMINUM 6D8}TB 40 FS-ON77 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6D63-T6 41 PH 9/16' O� STOP p KEYMARK ALUMINUM 6063-i6 42 Rl-01870 9/16' VERTICAL GLASS STOP KEYMARK ALUNMJM E06}_Tg L PARTS LIST PARTS LIST CONTINUED - - RLmsim+s FROM SHEET II "`� pE$Cg1p0N wTL .wPRwm_ _ ` 0 RINSED. PER NEW REQUIREMENTS 11/30/17 R.L. ! I - OPTIONAL SCREENS - 57 57 72 - 76 50 - 50 ' , , J2 76 � - i 57 O 57 MT SCREEN BOX SdREEN VERTICAL CROSS VERTICAL CROSS SECTION , SECTION TO BE USED WITH Z ACK TO BE USED WITH 2TRACK MIS TTRACKREM, 3TRACK AND2TRACKRETRO WS AND 4TRACKFRAME SYSTEMS FRAME 9YSTEM9 SIGNED: 06/19/2018 W.._TIOor ORL&NSTBADANEDIOVR `xPA . I 7300A` Aa ILOI 'x, W 11111111// ONANDO, PL 32832 JN$,..:..., , INCORPORATED ^^'°'""'AN° +_a.•.,a......m �: �SGENSE'••. A4 tNexmavmm awm.^ PRODUCT REVISED - Nn 82614 • ae comPI!P wlM lho IM.M. 8100 SERIES SMI ❑* �,_ Des6leg �e0o REINFORCED & NOW - No"o. 17-1219.07 B.O.M. & NON -REINFORCED GLAZING DETAILS %'0 '• �'/J`�/•/ = ' ExPlreOon DPI 031312021 DRAWN%gyp . _ sulB - : INC NO. REV :: 2 q .!20RL0.... ' \ DY TJH 08-00878 D �hra$' • G rmem a xwe�+ceew 1`''AL NTS' vxc 12/03 09 5X0°'12 OF 27 IIAIS�ONAL1Ep`� NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 43 FS-01819 i' HOR70NTAL GLASS STOP KEYMARK ALUMINUM 6063-TO 44 FS-011100 _ 1' VERTICAL GLASS STOP KEIMARK ALUMINUM 6063-i6 45 FH-02642 60M SM STILE REINFORCING BAR KEYlARK ALUMINUM 6063-TB 46 FH-OW45 INTERLOCK REINFORCING BAR KEYNARK ALUMINUM 6063-T6- 47 FH-03918 FEMALE BM STILE REINFORCING FAR KEYlARK ALUMINUM 6063-16 48 FS-02210 FRAME HEAD COVER KEYMARK ALUMINUM 6063-76 49 FS-0220B SILL COVER NEWORK ALUMINUM 6063-T6 50 SCREEN SPUME 51 ITP983 9/16' GL42ING Mm - VTNtt 52 TP1051 1' OWING MWL MNYI 53 81968-9000 TANDEM ROLLER 54 2465 DUAL POINT MORTISE LOCI( & KEEPS 55 TP990 GLASS SETTING BLOCK 56 TP876 INTERLOCH BUMPER RUBBER 57 W33351700DO FINSEAL A87 x .350 58 W332217800M FINSEAL .187 x .240 59 W231417K0000 FINSEAL .187 x .140 ' 60 131017 (6 K 1/2' PH TEK SCREW 61 S-44115 2 TRACK NS INSERT 62 I31DIB is r 3/8' PH TYPE B 55 18-6 SS 63 131004 /10 x 1 1/4' WE F SS 64 131020 17 r 5/8' PH TYPE A S5 1410 SS 65 131011 18 x 2' Fill TEK SCREW 410 SS 66 131W9 110 x 3/4' R TEK SORRY 410 IS 67 LCSO68-145 SNAP IN SILL GATE PLASTIC 68 SIOTAST 552 CUBING COMPOUND so URETHANE 69 T-32122 5 TRACK SILL PAN KD`HARK ALUMINUM 6060-T6 70 S-44120 12 TRACK NS/WS RETRO SILL PAN KLYAURK ALUMINUM 6063-76 71 SMI GLAZING SEE SHEETS 11 72 F11-02727 MT SCREEN TOP/80TTOM RNL KEYMWN ALUMINUM 6D63-TB 73 FH-02728 MT SCREEN SALE KEYMARK ALOMIMIM 6063-TS 74 FH-02729 MIT SCREEN STILE W/SEAL KETMMK ALUMINUM 600-TB 75 FS-02730 MT SCREEN ASTRAGAL KFYM4RK ALUMINUM 6063-i6 76 PH-02WO BOX SCREEN TOP/BOTTOM RNL KEYMARK ALUMINUM 6063-TO 77 FH-D2395 BO% SCREEN STILE KEYMARK ALUMINUM 6083-TB 78 E-02209 BOX SCREEN SWEEP KEYMA K ALUMINUM 6063-T6 79 FS-02650 80% SC.9EEN ASTRAGAL KEYMARK 0.UMINUM 6063-i6 80 7" A04 SICNINRE HANDLE SET 81 T-02125 5 TPACK SILL INSERT KEVMARN ALUA9NUM 8063-T6 ,82 7P99D CLASS SPACER HELMA ALUMINUM AW-3000 83 ]B x J 4' PH TEK SCREW / 84 ji0 r 3/4' PH TEK SCREW 85 FS-04791 FIXED PANEL 2-CUP NEYMMI( ALUMINUM 6063-76 L� I� SEC77ONA SECTION S 2 TRACK WS FRAME SYSTEM WITH 3' BILL 3 TRACKFRAME SYSTEM WTH 4114' SILL RISER SHOP RISER SHOWN, 2TR4CKNS, 2TRACKWS SEE D.P. TABLE SHEETS 7A TA RETRO AND 2TRACKNS RERTO SILLS'ANDALL SILL RISERS MAY BE USED. SEE D.P. TASL E SHEETS 7 S 7A NOTE: SEE SHEETS 20. 20A, 21. 21A."22; 22A AND 23 FOR TYPICAL - ANCHORAGE TO VARIOUS SUBSTTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. . - _ PlVI40N5 ' ptv DES IMN _ DME I Mf ' Al - D RWISED PER NEW REOUIREMENS 1 11/30/17 R.L. mo SEE NOTE 57 57 SHT. 14 SECT 4 T RACK FRAME S YSTE: V W/TN S' SI LLRIS SEE D.P. TABLE T500 ANS]SBDAMDA WinDOOr DRTa1aDo,iK.3226z INCORBORA= 1ZW ;g- ,d 8100 SERIES SMI REINFORCED & NON -REINFORCED VERTICAL CROSS SECTIONS 9M P 3___ H 09-00878 "F NTS IMIZ 12/03 09 J.HE.13 OF SEE SHEETS 7 & 7A 33 OR 34 35 OR 36 37 SILICONE SEALANT U514 SECTION O PLAIN S77LEATS TRACKJAMB EXTERIOR SECTION F LOCK STILEAT2 TRACK JAMB SEE NOTE .. PEYTONS 'REV UCSCFIPIYJN INIE MPROIEO D REN9ED PERNEW REOUIREMENi9 - 11 /JO/1] R.L. �m SECTION H REINFORGEDNON REINFORCED INTERLOCK ETILEAT FIXED PANEL NOTES: EXTERIORHOOKSTRIP 1. FIXED PANEL TO JAMB CONDITION: FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #95, FIXED PANEL Z—CLIP. ONE Z— CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL UP, EACH Z—CLIP IS ATTACHED TO PANEL WITH (3) REM # 84, #10 x 3/4' PH TEN SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) REM #84, #10 x 3/4" PH TEK SCREWS. SECTION D SHEET 14. SECTION EE SHEET 18 AND SECTION Y SHEET 18 SHOW A FIXED PANEL TO JAMB CONDITION. 2. FIXED PANEL TO FIXED PANEL CONDITION: TWO FIXED PANELS ARE SECURED TOGETHER WITH REM #83, #8 x 3/4" PH TEK SCREW. THERE 15 A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER. SECTION D SHEET 14. SECTION DD SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16 AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION. NOTE: - SEE SHEETS 20, 20A, 21, 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK SYSTEM. OTHER HEAD, SILL AND JAMB TRACK SYSTEMS ARE SIMILAR. SIGNED: 0611912019 7500 AMSTERDAM DRTVB `11tUU1I I I Ury] WinDoor ORLANDO,FL3M2 JTy R; loq� CORFORATED ��mM mWavNdeodnacem �':• NBg .,S .NISED _'t IN the Florida 8100 SERIES 5MI = �No. ersta - '-1219.07 REINFORCED It NON —REINFORCED ❑#'1 /% S"A'C 03131M021. _ HORIZONTAL CROSS SECTIONS OFIYM: DWO NO. .• Pty BUTEG t(/� RLORIDI..:' Tree Ti a n.1c 08 500878 D !�'�,Sy.��NAL.... NTS 12 03/09 1A OF 27 I4 uH HEt 7&7A 63 18 OR 19 SECTION C 5 TRICKFRAME6Y6TEM W/THS'SRL RISER SHOWN, ALL SILL RISERS MAYBE USED SEED.P. TABLESHEM787A NOTE: i SEE SHEETS 20, 20A 21. 21A, 22, 22A AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD AND TRACK SYSTEM. SECTION E LOCK ST ILE AT 5 TRACKJAMB REVISIONS OESCPiPtIGN M2 MPFNEO PER NEW REOUIREMENT9 1 11/30/17 1 R.L. W IIILJUUl OIlLANDO,PL32E32 INCORPORATED poml0fu''PiooiiR° Waw.•rledoomiemm `` V • VICENSp .�S �. 8100-SERIES SMI — No'U514 REINFORCED & NON —REINFORCED HORIZONTAL AND VERTICAL CROSS SECTIONS 5T %9 4 Mo No. SECTIONJ REINFORCED INTERIOR FIXED SUTT8RLE TO LOCK S77LE SEE REIN. NOTE _ n SHT. 15 SEE RIN. NOTE SHT. 15 ' EXTERIOR SECTION L REINFORCED INTERLOCK S7ILE TO REINFORCED INTERLOCKSTILE 25) 45 66 SHT. is SEE TE SEE NOTE 11 REIN. SHT, 15 EXTERIOR NOTE SECT16NM REINFORCED EXTERIOR FIXED SUIT S77LE TO PLAIN STILE 15 54 26 32 r 56 HEAO 48 SEE NOTE SHT.. 14 SECTION SILL 49 PRODUCT REVISED p%IlmFo kR DO RoMUa LOCKSTILE 70 REINFORCED EXTERIORFIXED SU77SR4E Sminln- Nl) - .. 17-1219.07 REINFORCING EAR NOTE. Enpinllon Sot 313112021 ITEM #46, INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM #66. ITEM #47, FEMALE BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALEBUR STILE OFFSET WITH miom ua ont ITEM #55. ITEM #45, 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUR STILE OFFSET WITH REM #66. ALL SCREWS ARE SPACED 6" FROM TOP AND BOTTOM OF STILES AND ' ONE AT MIDSPAN. Ak REnsoxs Rw osscRlRnox _ ontt �rvxweo 0 I RENSED-PER NEW REOUIREMENTS 11/30/17 1 R.L. EXTERIOR SEOTIVNV HEAT 45 66 REIN FORCED INTERIOR SEE REIN. NOT SHT. 15 FL'TEDSUTTSRLE TO PLAINS SILL sif 7506AMS7BRDAM.DRTVB WinDoor OLUANDO,PL32932. INCORPORATED I �'�" cva,yndoodvccom �` �. 8100 SERIES SMI - REINFORCED & NON -REINFORCED 'k HORIZONTAL CROSS SECTIONS _'•,/A SECTION P NON -REINFORCED INTERIOR FIXED BUTT STYLE TO LOCK 6TILE SEE REIN. NOTE SHT. 15 SECTION R NOIFREINFORCED INTERLOCK STILE TD NON -REINFORCED INTERLOCK STILE a5 g5 SEE REIN. NOTE Q QSHT. 15 SECTIONS ` ' EXTERIOR NO*REINFORCEDEXTERIORF"DBUTTSRLETOPLAINSTILE r: 54 26 32 58 HEAD48 SEE NOTE PRODUCT REWSED ,SILL 49 SHT. 14 d cempl�1 wIf M. R°H°n SECTION Imn * LOOKST/LETDNDN�RONFORCEOEXTERIORmisD8UTTSREL.50Qu-No. 77-72'18.07 mw O PMspNS ' RfV 'i DESCPIFf10N D RNSED PER NEW REQUIREMENTS QRE •1 mmc°.. SEE REIN. NOTE 45 6fi SHT, 15 SECTIONU HEAD 9° ° SILL 49 NON REINFORCED INTERIOR FIXEDBUITSTILETO PfNNSiiLESIQNED: 06 750D AWTIO )"DAIVFS WinDoor ORLANDO,FL328I3 INCORPORATED \m°e9iorilam maw.vi°dn°3°cram •` �'F y SF • 8100 SERIES SMI REINFORCED III NON —REINFORCED HORIZONTAL CROSS SECTIONS i No. U514 =* � :'� I EX to ST73ACKFRAMESYSTEM SEE AR TASLESNEETS 7A 7A SHEETS 7 & 7A OR 34 OR 36 IE IT t SEE No SHT. RMSCN5 m 06mm-0 M1E MPRMD D REVISED PER NEW REOUIREME n 11/30/17 R.L. 7500ANDT3 DAMDM W1111%00� DN.INDO. FL 32832 INCOILPOIZATED Ptvv MrMINA M1.A a44'.wl ISED 6f 00 SERIES LMI 1no Riondo REINFORCED & NON —REINFORCED 1215y07 VERTICAL CROSS SECTIONS SHEETS 7 &'7A OR 33 OR 35 ONE ANT ND, B2111 QQ RMSIONS • i! .• a F!V OESCHITIPY dlE I➢FFOVED SEE NOTE SEE NOTE SHT. 15 SHT. 14 D. RENSED PER NEW REQUIREMENTS 11/Jc/1] R.L , 4 4Q 65 26 83 SECTION EE P! AIN STAE AT 3 TRACK JAMB INTERIOR SEE SK FIXED PANEL AT 4 TRACKJAMS V V(-V 57 EXTERIOR 27 WinDoor oR '2 3NCORPORATFID nm vma.oedeuwm PRODUCT REVISED 64 as complyNg wlW Na FleAda 8100 SERIES SMI ounem9 Catla NOA-No. 17-1279.07 REINFORCED & NON -REINFORCED � HORIZONTAL CROSS SECTIONS . •• _ � -. ... EapinllDn Pa 09/91R021- _ - .. - + _ SEEHNOTE 48 HEAD SECTION n: M FD . SN14 SILL LOCKSPLEATS TRACKJAMB Tw08-00878 JH Suit NTS °`]E 12/03 09 —�18 OF 27 RIOR yl rRm SHEETS 7 & 7A OR 33 OR 33 ONE ANT SEE; I1UN dd ' 6TRAGMAMEMTEM SEE O.P. TABLESNEE76 Td TA r SEE SHl PMSIONS ' REV O[SCPryIICN ` WlE MPPWIp D RENSED PER NEW REOUIRDIENTS 11/30/17 R.L. RIOR ,OR SECTION Z FLYEO PANEL A T S TRA CK JAMS 7500 WinDoor ORLANA DO,FFD 2832 LNCOXPORATED. 1 w .�. 8100 SERIES'SMI REINFORCED & NON -REINFORCED HORIZONTAL AND VERTICAL CROSS SECTIONS 5T uWH:' Y DWO Np._ RE IH 08-00878 E ND. 62614 � � RENSroNS _ 56 3D 22 26 71 i L• An oEscxvnax wrt I➢PRMD _ -D- REVISED PER NEW REQUIREMENTS 11/30/17 R.L. SEE NO14 TE 25 6J 32 26 21 62. 44 68 ,� f INTERIOR ' SEE REIN. NOTE SHT. is EXTERIOR SECTION DD SEE NOTE SEE NOTE 4B HEAD MON-REINFORCED FIXED PANEL SHT. 14 §SILL 1TD FLYER PANEL AND INTERLOCK 47 66 26 63 3,7226( i EXTERIOR 1 SECTION CC ' SEE NOTE 46 HEAD REINFORCED FLYER PANEL - SHT. 14 §SILL TO AXED PANEL INTERLOCK + SIGNED: 06119201 RWX WinDOOT o vwoT ,ie,i JigR Lo 0,. ,NCOAPORA taiww�i� vow.eiedaoearr® `� ":' UCENap '•ytP i PRODUCT REVISED os coma ma wxn Ow FlwlEa DaamnaDaD 6100 SERIES SMI z ND.62E14 —'Y xow-No: 77-1279.07 REINFORCED & NON —REINFORCED - - HORIZONTAL CROSS SECTIONS ?'..».?. DRNYN: mN W. P[VIN .cam F?ORIM.: � ��• ''�CSS�C Miin .FN:B'un om TJH OB-00978 0 �aG� srnc NTS wTE 12/03/09 SET 19 OF 27 O�11 NAM I� 2 1/2" MIN. _ 2 3/8" MIN, MASONRY/CONCRETE EDGE DIST. SEPARATION By OTHERS 1X BUCK BY OTHERS, L 1X BUCK TO BE p 4 - - 1 1/4" MIN. PROPERLY SECURED EMBEDMENT (SEE NOTE 2 SHT. 1) 4 L /4"MAX, SHIM BACKER ROD AND APPROVED SEALANT - BY OTHERS I�Y1�I 1/4- -LCO E X RET-FLEX S54 EXTERIOR INTERIOR , PMLOxS ' w.v gcscPwnax n.>E p RUSED PER NEW REOUIREMENfS 1 1/4" MIN. - 7/4° MAX. , EMBEDMENT SHIM 1/4" ELCO CRETE-FLEX SS4 SEE NUMBER OF ANCHORS c INTERIOR _ REQUIRED AT JAMBS :Q PER TABLE SHEETS 8 & 9 a 2 3/8° MIN. EXTERIOR SEPARATION 1/4" ELCO CRETE-FLEX FASTENER HEADS SS4 TO BE COVERED WITH APPROVED SEALANT SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT �- V 1 1/4" MIN. p EMBEDMENT MASONRY/CONCRETE p P V BY OTHERS 2 1/2" MIN. 2 3/16" MIN. ' EDGE DIST. SEPARATION , 2 TRACK FRAME VERTICAL INSTALLATION MASONAWCONCRETE/NSTALUT/ON 2 1/2" MIN. FASTENER HEADS EDGE DIST. 4I UL TO BE COVERED =- d WITH APPROVED • SEALANT 1X BUCK BY OTHERS, BACKER ROD AND 1X BUCK TO BE APPROVED SEALANT PROPERLY SECURED BY OTHERS (SEE NOTE 2 SHT. 1) 2 TRACKFRAME JAMB INSTALLATION IX BUCKTO MI SONRYXCNCRET E INSTAl1ATKAV NOTE: CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN. ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK,SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION, 2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK, 4 TRACK k 6 TRACK ARE SIMILAR. ALL APPUCABLE SILL RISERS MAYBE USED, SEE D.P. TABLES SHEETS 7 k 7A. SIGNED: 00! 750DA1b-n DAMDRIVN WinDoof 11p0u u4 y7v R: L01� DR AM O, PL 32g12 ,: VA5 INCORPORATED rR"imai� Paw.aind4odvrs4m �:''A1DENgp'+•, PRODUCT REVISED - :• Na=14 8100 SERIES SMI • mp1y1�q wKR Un, Flndd. Building Cv4 ROA-Nv. 17-1219.07 REINFORCED & NON -REINFORCED INSTALLATION DETAILS *, � :'V,°`f1µT•)' g,inn,en psis OW31,2021' iA.• STAre DG _: ePl✓m: �. Py gr TJH 06-00878 D FS'11 ••RD...... I Aav P.wva Bn s—r NTS ME 12/03/09 —20 OF 27 '/I ZONA1. V 2 1/2' MIN. 4 3/4" SEPARATION 4 3/4- SEPARATION EDGE DIST. 1X BUCK BY OTHERS, C 1X BUCK TO BE 4 PROPERLY SECURED 4 n (SEE NOTE 2 SINT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS i I EXTERIOR 1/4" ELCO SS4 I I I I I f CRETE-FLEx III" II flf IIII 'fII fll L SS4 SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT o P P v � MASONRY/CONCRETE p P V P BY OTHERS 2 1/2" MIN. 4 13/16' SEPARATION 4 15/32" EDGE DIST. SEPARATION 5 TRACK FRAME VER77CAL INSTALLATION MASONRIAGONCRETE INSTALLATION p N - - RMDpNS MASONRY/CONCRETE 'pe. BY OTHERS D RENSED PER `1 DucNv�;oR wtt raERo+[D NEW REQUIREMENTS 11/30/1] R.L. - G 1/4' MIN. . EMBEDMENT.. - --• EMBEDMENT. 4' MIN.1/SHIM NUMBER OF ANCHORS SHIM REQUIRED AT JAMBS PER. TABLE SHEETS B & 9 1/4' ELCO CRETE-FLEX SS4 - 1/4" ELCO FASTENER HEADS CRETE-FLEX TO BE COVERED SS4 4 3/4' -a SEPARATION WITH APPROVED _ SEALANT INTERIOR ERIOR a. a i EXTERIOR ' 4 3/4" SEPARATION 4 d FASTENER HEADS 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED (SEE -NOTE 2 SHT. 1) TO BE COVERED WITH APPROVED' c SEALANT --A BACKER ROD AND - APPROVED SEALANT BY OTHERS 2 1/,, EDGE DISf. cd 5 TRACK FRAME JAMB INSTALLATION IXBIICK TO MASONRGLONCRETEMVBT ATION SIGNED. 06/192018 W1,�7� 750DAMSTWDAMDXVL+ 11Door ORL NDO,PL32232 INCORPORA'TllD w+mu�mltiiND ucw,ui�cemcmm `\�1111 I�Q+++++ J\$........• " Y.+ V1GENaa ••.S i '� iODUCT REVISED R m IMIS iloA4� uia'inR NNgIm-NNuom. 17-1219.07 8700 SERIES SMI REINFORCED & NON_- REI.NORCED INSTALLATION DETAILS - +• Na e281a- .'•, -�•: N!p"-'"*- ��'�T•I wto o]NtM20i1 -F • - _ Mic-xo DwTJH OB-00B7 'OeFLTNnOiRAEIVLO. F. +'-G +Ilnnm+l muI: NTS — 12 03/09vn20A OF 27 I" MIN. EDGE DIST. DOUBLE 2X SUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS 4 3/4" SEPARATION X EXTERIOR 1 5/8° MIN. EMBEDMENT 1/4" MAX. ) SHIM #14 WOOD SCREW INTERIOR ®14 WOOD SCREW FASTENER HEADS SILL TO BE SET IN BED OF APPROVED SEALANT OR i0 B_ COVERED WITH APPROVED SEALANT NON -SHRINK GROUT DOUBLE 2X SUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 5/8- MIN, EMBEDMENT (SEE NOTE 2 SHT. 1) 1° MIN. ` EDGE DIST. 4 9/16" SEPARATION. _ _ , - ` 3 TRACK FRAME VERTICAL INSTALLATION ' 2KBUCJOIWOD FRWFINSTA VON xw ocscwmax wrz ~ rsrRwxo '- D REMSED PER NEW REQUIREMENTS 11/30/17 R.L. 1 5/8' MIN. III��� 1/4" MAX. EMBEDMENT - SHIM DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS, 2X L114 WOOD SCREW BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) FASTENER HEADS TO BE COVERED WITH APPROVED 4 3/4' SEALANT SEPARATION INTERIOR MIN. EDGE DIST. T— - EXTERIOR SEE NUMBER OF ANCHORS 3 TRACKFWAIEJAMB INSTALLATION REQUIRED AT JAMBS P%BUCWW000 FRAMEINBTAl1A770N, PER TABLE SHEETS 8 & 9 NOTE: 2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND 4 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. I 3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK, 4 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE D.P. TABLES SHEETS 7 & 7A. SIGNED: 08/19/2018 WinDoor °R"� o f\sFt �9Mq'O., SICOAPOAAT'BD r�manaun �� v:'UGEN'•. ,tP �amwum eaw.aiedoodecwm IEVISED 8100 SERIES SMI - N0. E2514 ' Aw 0•E1eam REINFORCED & NON -REINFORCED * • 17-1219.07 INSTALLATION DETAILS '�•%�ffr(_'//y/��fD''": may= ypY31ROz1 ERwx my W. R[Y. .''•• RDMO!'+' n, TJH OB-00878 D '�':FSoL"•••"';-.0, I' MIN, 4 3/4' SEPARATION 4 3/4" SEPARATION EDGE GIST. DOUBLE 2X BUCK/WOOD FRAMING BY OTHERS. 2% BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) BACKER ROD AND APPROVED SEALANT BY OTHERS M__ WU__ RMS101V4 - RfV o¢scxlPnox wrz -'0 1 REVSED PER NEW REOWREMENTS 11/30/ 1 5/8' MIN., • EMBEDMENT 1 5/B'-MIN. - _ EMBEDMENT LLL��� I I 1/4" MAX. SHIM ' #14 WOOD SCREW 1/4" MAX SHIM - #14 WOOD SCREW FASTENER HEADS TO BE COVERED WITH APPROVED INTERIOR SEALANT 4 3/4" SEPARATION INTERIOR 4 I' 4 I p" 4 I - EXTERIOR `LIII' ,.,.1y r(ty ' I1,., I IFJ'tl IILJI�I `tu�'I ,.y1 (/'�yl IL, I pt�, 1 IIfLLJfI UJ ILL�II�IIJ� AIL �i'lW I 1y� Rn, DOUBLE 2% BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED (SEE NOTE 2 SHT. 1) 1 'A bF I SEE NUMBER OF ANCHORS 4 3/4" REQUIRED AT JAMBS #14 WOOD*SCREW SEPARATION PER TABLE SHEETS B & 9 FASTENER HEADS EXTERIOR SILL TO BE SET TO BE COVERED IN BED OF APPROVED WITH APPROVED BACKER R00 AND SEALANT OR SEALANT APPROVED SEALANT NON -SHRINK GROUT BY OTHERS 1" MIN, EDGE GIST. OUBLE 2X BUCK/WOOD RAVING BY OTHERS, 2X 1 5/8" MIN. UCK TO BE PROPERLY SEC RED EMBEDMENT g TRACKFRAMEJAMB INSTALLATION (SEE NOTE 2 SHT. 1) Y.VBUCNAVOQDFRAMELVBTAL3AROM SIGNED: OW1820 S {pJ��7� TSOOANSTERDAMDAIVB J1Ptp ulhT,�° Lo EDGEMDI/16' SEPARATION --� 4 15/02° W 1111JQor ORTANDO, FL 3]832 3`,S 6 TRACKFRAME V% VERTICAL INSTALLATION INCORPORATED , �� nea,"i�de�am J v"OO��''iP PRODUCT REVISED Na82b14 + BXBUC/WJOODFRNAEINSTALIATION ncampry1�g witb M. ROA46 8100 SERIES SMI -* BWINne Woo REINFORCED & NON -REINFORCED/ Nout> 17-7278.07 INSTALLATION DETAILS eyu.Roa ovatrzort- oRwm. _ _ uwa- - —RfY Dr TJH OB-OOB78A D 1" MIN. 7 1/8" SEPARATION EDGE DISi. DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS ' (SEE NOTE 2 SHT. 1) I BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON -SHRINK GROUT DOUBLE 2X BACKED 20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHT. i) 1" MIN. EDGE DIST. EXTERIOR _� INTERIOR 6 15/16" SEPARATION ---- 4 TRACK FRAME VERTICAL INSTALLATION WOOD SACKED200A STEEL STUD INSTALLATION wv _, 0 REW6ED 1 5/8" MIN. EMBEDMENT 15/8' MIN.. DOUBLE 2X BACKED EMBEOMEM 20GA. STEEL FRAMING BY OTHERS 1/4" MAX, (SEE NOTE 2 SHT. 1) SHIM �i) #14 WOOD SCREW 7 1/8- SEPARATION F[VSgNS xAlvnax wrz IPVFmFo� W REOUIREMENTS 11/30/A P.L 1/4'MAX' SHIM J14 WOOD SCREW SEE NUMBER OF ANCHORS REOUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT INTERIOR piIIIIIIIIII EXTERIOR D SEALANT I' BY OTHERS EDC 4 TRACKFRAMEJAMB INSTALLATION WOOD BACKED200A, STEEL STD DVSTAL A77ON FASTENER HEADS TO BE COVERED NOTE: WOOD BACKED 20 GA. STEEL STUD SUBSTRATE INSTALLATION WITH APPROVED FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND SEALANT 3 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR SEPARATION. �- 4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK, 3 TRACK & 5 TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE 1 5/8" USED. SEE D.P. TABLES SHEETS 7 & 7A SIGNED: 06119,2018 MIN. EMBED inDooi W ORL&NDO FL32B� �`�,JYr?1R"..�''9'���i _T INCORPORA'TED vm�`mil� mavmladaomcRFm `� V. yCENBp .,S PRODUCT REVISED Florida *1. 8100 SERIES SMI as comFlYlaewNh the 9all4lM Co! REINFORCED & NON -REINFORCED No".. 17-1219.07 INSTALLATION DETAILS pt, smAre�: I' MIN. 4 3/4' SEPARATION EDGE DIST. ISLE 2X BACKED STEEL FRAMING BY OTHERS NOTE 2 SHT. 1) I BACKER ROD AND APPROVED SEALANT BY OTHERS #14 WOOD SCREW SILL TO BE SET IN BED OF APPROVED SEALANT OR NON —SHRINK GROUT I DOUBLE2XBACKED20GA. STEEL FRAMING BY OTHERS (SEE NOTE 2 SHi. 1) 1' MIN. _— EDGE DIST. EXTERIOR 4 3/4' SEPARATION Rn oEscRlPnax wrc aPPRo,¢o - D REVISED PER NEW REQUIREMENTS 11/3O/17 P.L. 1 5/8' MIN. _ EMBEDMENT _ _ �:1 5/8' MIN. - EMBEDMENT {,,.. 1/4 MAX. DOUBLE 2X BACKED I SHIM 20GA. STEEL FRAMING �14 WOOD SCREW I BY OTHERS - 1/4. MAX SHIM (SEE NOTE 2 SHT. 1) SEE NUMBER OF ANCHORS REQUIRED AT JAMBS PER TABLE SHEETS 8 & 9 FASTENER HEADS #14 WOOD SCREW TO'SE COVERED WITH APPROVED 4 3/4" SEALANT nSEPARATION - INTERIOR , I1 INTERIOR —� 4 13/16' SEPARATION —�_ 4 15/32" REPARATION - 5TRACKFRAMEVERT7CALINSTALLATION WOOD BACAE0 20OA STEEL STUD INSTAU A77ON FASTENER HEADS TO BE COVERED WITH APPROVED SEALANT EMBED 4 3/4" SEPARATON 1' MIN. EDGE DIE LLJULil Omumo,PLnm PCIRA= 8100 SERIES SMI ' REINFORCED & NON —REINFORCED INSTALLATION DETAILS oac N> 08-00878 o"'c 12 03/09 --22A OF 27 EMERIOR I BACKER ROD AND APPROVED SEALANT BY OTHERS No.W14 m l)ZSRnP CArt MpRPIED REWSED PER NEW REQUIREMENTS 1f/DOI17 R.L. i 1 1/4" MIN. _ - - EMBEDMENT 1 5/8" MIN, 1/4" MAX. 1 5/8" MIN. 1/4- MAX.. -I 1/4" MAX. EMBEDMENT SHIM EMBEDMENT., SHIM SHIM � 2% BUCK/WOOD 1/4-DOUBLE 1/4" EL 1" MIN. FRAMING BY OTHERS, 2X I' MIN, CRETE—FLEX EDGE DIST. BUCK TO BE PROPERLY EDGE DIST. SS4 SECURED (SEE NOTE 2 SHT. 1) I1X BUCK BY OTHERS, 1X BUCK TO BE u ov PROPERLY SECURED (SEE NOTE 2 BHT, 1) n 2 1/4" MIN. • EDGE DIST. J14 WOOD SCREW 814 WOOD SCREW- DOUBLE 2% BACKED 119 INTERIOR 20GA. STEEL FRAMING INTERIOR INTERIOR BY OTHERS �;. (�; MASONRY/CONCRETE (SEE NOTE 2 SHi. 1) BY OTHERS EXTERIOR POCKET HOOK STRIP ROOD BACKED200A, STEEL STUD INSTAlATA0 POCKETHOOKSTRIP 2I BUCKI HOOD FRAME INSTALLATTON POCKETHOOKSTRIP MASQ RYXC CRETEINSTALLATION TOO AMS7'BRDAM DX% WinDOOr ORLANDO,PL37833 INCORPORATED Iy°°",a,W ww,vAodnodvcma PRODUCT REVISED 8100 SERIES_SMI - wlu uo FlonaA tMo� REINFORCED $ NON -REINFORCED NNOnmmPt 011-Na 17-1219.07 INSTALLATION DETAILS ' EApinUonp/.ft.�p3/3-1/2021 OMMN: UW.^. Nm REV OTT-3d�T TJH 08 D MWn aRroUoct Contra swE1 NTS wR 12 03 09 13�T23 OF 27 —23 STATE OF � > §§ } §( , §\ 9 J a \§ | �\ �\ \/ �)| � ) | . .ram) 1 33 L I L 11/64" 45/64'Ir-1( 0 gPANEL STILE - JAMBINSERT ALUMINUM 606T-76.075' THICK tj 27/32" 3 B ,5 FRAMEHEAD INSERT 4 ALUM(NVM 6063-T6.060•iHK:K L1 2 23/�64- 45/64')j - - 13 4 TRACK SILL PAN T— ALUMINUM6OW-T6.075'THICK 27 BUMPER 9 5/64" JAMB INSERT ALUMINUM 6063-TB.060'THICK t/ifi" tz 4TRACKFRAMEJAMB 1361/64' ALUMINUM 60W-T6.075•M1CK T (9 4 TRACKSILL INSERT T ALUMINUM 6053-T6.075'7HICK t t 4 TRACK FRAME HEAD ALUMINUM 6063.76.075'THICK 9 27/32" 3/d' J— Dell II1 1/2` 11//' sa r 3/16• 1 39/64- T 3p INTERLOCK SNAP COVER ALUMINUM 50WT6.051'MICK- 3 9/32' I �3 64" 2B PLAINSTILE INTERLOCK ALUMINUM 606&T6.075-THICK Ir 3 1 /2" I 2 13I/16" J� 4D HOOKSTRIP WALL MOUNT ALUMINUM 60W-i6.076• NICK 31 /32' .831" 2" - "' I - - 39 HOOKSTRIP' 38 HOOKSTRIP WALL COVER t9 TALL BOTTOM RAIL ALUMINVM6-T6.060'TH1CK ALUMINUM 60Gi-T6.075' THICK ALUMMUM6063.76.010'THICK 24 MALEBUTTSTILE EXT. OFFSET ALUMINUM 60W-T6.W THICK PENSION av ocmnmoNwtc _ D _ REVISED PER NEW REOUIREAIENES 17/30/17 R.L Y3'FEMALE BUTT STILE EXT OFFSET ALUMINUM 6063-T6.060' M/CK 3" 4' 26 FEMALE BUTT STILE TNT. OFFSET ALUMINUM 6C63-T6.060' M/CK 3 1/2. @ TOP RAIL ALUMINUM6063•T6.O50'7HICK -1 1 9/16' I -- I 3 29/32- 18 BOTTOM RAIL ALUMINUM 600-76.00• THICK 5100 SERIES SMI REINFORCED & NON -REINFORCED COMPONENTS 4--- 3 1/2° --I 1 3/4' 1- 2 5/16" n A 22 INTERLOCKSTILE ALUMWUM 606&76.0W THMX 3 1/27 --J --����. I�4 1, 21 LOCKSTILE ALLWINUM606R0.060'THICK 2 47/64' —1 1/4- /a" 2 11/BO' ' 47 FEMALEBUTTSTILE REINFORCING BAR ALUMINUM 600ST6.125•TH/dL -.I 2 11/32' 4— LMJ1/4'L-i 11/64- 164' y 1 29/32' 27/32' 0.201' TYR. 6X 23/64" - —I 1 3/4' I Tp2 23 73 MTSCREEN STILE ALUMINUM 606&T6.060' T HICK /64' T-1 1 3/4" 2 1/2"[:l - 2 5/64' �- IS MTSCREEN STILE W/SEAL ALUMINUM 6060.18.060' ,.I 12" 1 1/64- j °' 1 5/B' r, L I m 7/1T8'. -TL 1 2 19/32" J - - q1 91W HORIZONTAL GLASS STOP .. - ALUMINUM RW-T6.0W'THICK 76 BOX SCREEN _ I 1 21/32- TOP/BOTTOMRAIL' 7/72' �t ALUMINUM 6063-T6.062'THICK F f----F 1 9/64' T— 1/8' T q4 I' VERTICAL n - GLASSSTOP ALUMINUM 605&T6Y0' MICK 2 19/32" 1 1 5/8" '1 7s BOX SCREEN T— 1/8"7 STILE 43 1"HORIZONTAL ALUMINUM6066-T6.06TTHICK GLASS STOP 'j_l�nn--��r 1 31/64" ALUMINUM 6059-T610' THICK 1 1 21/32" T- 1/a° T Q7/16- 79 BOX SCREEN _T ASTRAGAL 42 9/16'VERTICAL ALUMINUM606646.050'THICK GLASS STOP 1 23/32' ALUMINUM6066-T6.070'THICK 3 B 1 9/64- 1 37/64- 1�T L I._J. T- 1/4.7 4s 6000BUTTSTILE - - T8 BOXSCREEN REINFORCING BAR SWEEP ALUM/NUM606I-M.616'THICK ALUMINUM 606RT6460' THICK 1/2' TT� W,�v�LLLIJ PLV9sa 0cscaim0x 0•rz •vvxw_m RMSED PER NEW REONREMEMS 11/30/17 1 R.L .424' _ .84' T_ l 47/64' - '2 15/64' 33 1314' SILL RISER ALUMINUM 601E-76.OW THICK 34 21/4•SILL RISER ALUMINUM 6069T Ii.060' iN/CK i �.---f- 13/16° t� I 113/16' 1.59, 7 r L 2 63/54- 3 31/64' s5 3' SILL RISER ' ALUMINUM6063-T6.060-THICK -----f- 13/16" 38 3112'SILL RISER ALUMINUM 606&T6.060•iNICK � 1 29/64' 1 11/64' 2.841' 4 15/64' 1 15/32' L 7 MTSCREEN ASTRAGAL 37 4 114-SILL RISER ALUMINUUWS1 T6.060'THICK ALUM/NUM606t-76.0W'THICK ..... ....-_... _ Dill 0RLANDO.PL32832 O O INCORPORATED Ir�im� �,n,,• m 2 1/8" PRODUCT REVISED 8100 SERIES SMI ummPHln.-Mifio FIMU REINFORCED & NON -REINFORCED DUD41eD 77-1279.07 COMPONENTS HOA-Ho. 2` 2' - -�1' P.aplrlloo vy*08L]trz02t IIR•MN - - mm No. - iT77 PANEL Z-CLIP D6 /�_ TJH DB-00878 D 4WM.060'THICK mlam wor uct mror NTS ° 12/03/09 S"O'26 OF 27 PENSIONS PCV DESCRIPTN' 1 1/4° 1_ D I REVISED PER NEW REQUIREMENTS 11 23/32° 1 3/4" L O5 5 TRACKFRAMENEAD ALUMINUM 606, TM OW THICK 12 7/32° 11 35/64° 3/4" 4- 1 1/2" 41/T r�Ju JUG ls9 57RACKSILLPAN UMINUM 606bT6.1P3.7HICK 11 29/64" O 5 TRACKFRAME JAMB 61/64" uu 4__-.-_ uu I uun II>n Illll 53/64' ALUMINUM 6M.T6. 076°THICK 4_—� �— 5 TRACK SILL INSERT —r 61 ALUMINUM 60 46.18 THICK 7500AMSTERDAMDRIVE )OOr ORLANDO,PL32S32 )RATRD °ns°'^ Nr� emmwiado, 8100 SERIES SMI REINFORCED & NON —REINFORCED COMPONENTS n APF 0 30/17 F.L. OF