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HomeMy WebLinkAboutProduct approvals, doors Models 9100-5120 ASCE 7-05 ASCE 7-10 Maximum Size Approvals) 3-Second Gust Basic Wind Speeds(MPH)° 3-Second Gust Basic Wind Speeds(MPH)5 Positive Negative Exposure B Exposure C Exposure C Exposure B Exposure C Exposure C Exposure D Exposure D Design Design Revision v Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Option Code PSF PSF Width Height # U.m 25 Glazing available' Source Plant Height 5 30' Height 515' Height 5 25' Height 5 30' Height 515' Height 525' Height<_15' Height<_25' Max 21"Section Height 02282 26.90 30.80- 9'-0" 8'-9" P7 FL 9174 GDR-34 Standard SP/LP,Impact SP/LP Mt.Hoe 130 115 110 165 150 145 135 130 02342 43.20 49.60 9'-0" 8'-9" P5 FL 9174 GDR-34 Standard SP,Impact SP/LP Mt.Hoe 165 150 140 215 190 180 175 165-_ 0229 15.30 17.00 16'-0" 8'-9" P8 FL 9174 N/A Standard SP/LP Mt.Hoe 100 90 85 125 115 110 105 100 0230? 25.90 28.80 16-0" 8'-9" P10 FL 9174 GDR-34 Standard SP/LP,Impact SP/LP Mt.Hoe 130 115 110 165 150 145 135 130 0231? 30.00 33.50 16'4' 8'-9" P5 FL 9174 GDR-34 No Mt.Hope 140 125, 120 180 160 155 146 140 0235 Post? 39.20 43.70 16'-0" 8'-0" P6 FL 9174 GDR-34 Standard SP,Impact SP/LP Mt.Hoe 160 146 135 205 185 175 170 160 0232 12.40 13.80 18'-0" 8'-9" P5 FL 9174 N/A Standard SP/LP Mt.Hoe 90 80 75 115 105 100 95 90 0233 1 18.50 20.70 18'-0" 8'-9" P5 JFL 9 774 GDR-34 Standard SP Mt.Hoe 110 100 95 140 125 120 115 110 0236 Post? 30.00 33.50 18'-0" 8'-0" P6 FL 9174 GDR-34 Standard SP,Impact SP/LP Mt.Hoe 140 125 120 180 160 155 146 140 0237 Post? 39.20 43.70 18'-0- 8'-0" P6 I FL 9174 1 GDR-341 Standard SP,Impact SP/LP I Mt.Hoe 160 146 135 205 185 175 170 160 Max 24"Section Height 0600 26.90 30.80 9'4" 9'-0" P4 FL 9174 GDR-34 Standard SP/LP Mt.Hoe 130 115 110 165 150 145 135 130 0601 41.00 46.30 9'-0" 9'-0" P4 FL 9174 GDR-34 Impact SP/LP Mt.Hoe 160 146 135 205 185 175 170 160 0602 15.30 17.00 16'-0" 9'-0" P5 FL 9174 NIA Standard SP/LP Mt.Hoe 100 90 85 125 115 110 105 100 0603 23.00 25.00 16'4' 9'-0" P5 FL 9174 GDR-34 Standard SP Mt.Hoe 120 110 105 155 140 135 125 120 0604 Post 39.20 43.70 16'-0" 8'-0" P5 FL 9174 GDR-34 Impact SP/LP Mt.Hoe 160 146 135 205 185 175 170 160 0605 15.30 17.00 18'-0" 9'-0" P4 FL 9174 N/A Standard SP/LP Mt.Hoe 100 90 85 125 115 110 105 100 0606 Post 30.00 33.50 18'4' 8'-0" P6 FL 9174 GDR-34 Standard SP/LP Mt.Hoe 140 125 120 180 160 155 446 140 0609 Post? 39.20 43.70 18'-0" 8'-0" P5 FL 9174 GDR-34 No Mt.Hoe 160 146 135 205 185 175 170 160 0356 15.90 18.20 9'-0" 12'-0" P3 N/A N/A Standard SP/LP Mt.Hoe 100 90 85 130 115 110 105 100 Post Installation Instructions Jamb Connection Supplement Track Supplement Chart 1. All doors tested for uniform static air pressure per ANSI/DASMA 108 to test pressure of 1.5 x design pressure 2. Also tested for large missile impact and cyclic wind pressure per ANSI/DASMA 115 3. FBC-Florida Building Commission,TDI-Texas Department of Insurance 4. Above wind speeds based on ASCE 7 are applicable for enclosed structures with an importance factor of 1.0 and assume a maximum of 2'of the door is located within the end zone of a structure. Consult a registered Architect or Structural Engineer for applicability for other project specific conditions. 5. Above wind speeds based on ASCE 10 Category II structure with a maximum of 2'of the door is located within the end zone of a structure. Consult a registered Architect or Structural Engineer for applicability for other project specific (� conditions. �J 6.Standard SP/LP-Short(Single Colonial,Single Sonoma)and long(Double Sonoma,Ranch)panel glazing is not impact resistant and does not meet the requirements for Wind-Borne Debris Regions. Standard SP-Short(Single Colonial,Single Sonoma)panel glazing is not impact resistant and does not meet the requirements for Wind-Rome Debris Regions. Impact ort(Single Colonial,Single Sonoma)and long(Double Sonoma,Ranch)is impact resistant and does meet the requirements for Wind-Some Debris Regions. 7. Doe table in greater than 7'heights. 8. Low Npo011ilmn track is available. 9. All p el stiles available. I O Models 5120-9100 Page 1 of 1 Latest Revision 07.17.2015 Florida Building Code Online ' O Page 1 of 3 r- t-y tt X t bi h . . + FlMd,3 G,-parmenN( BCIS Home ; log In : User Registration fiat TOPks Submit Surcharge Slats B Facts Publications - FBC Stag BUS Site Map Unks Search Business/"') b `��Product Approval Professi nal USER:Public User '1,�' Regulation y PmUu[f Aoamval Menu>Produrt or Anoncatlon Swvrh>Application I is >Appilwtlon Detail t .5 •1...' .,3P•,� ��j FL# FL15332-R2 Application Type Affirmation Code Version 2014 I Application Status Approved i Comments, Archived ' Product Manufacturer MI Windows and Doors i Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative I Atltlr255/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hartlmpy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida license PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1 2/3 112 0 1 5 Validated By Steven M.Urich,PE - Validation Checklist-Hardcopy Received Certificate of independence F115332 R2 [-DI FI-CO ndf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certirred By Sections from the Code ^�I affirm that there are no changes In the new Florida Building Code which affect my product(s)and my product(s)are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Y http://floridabuildin .or r/ a dtl.as x? ar � 1 g �Pr P _ PP_ P P S=�'GEVXQwtDgtH8572gvdiTJI E... 5 i Florida Building Code Online Page 2 of 3 FLIS332 R2 COC FL15332-COMP pdf G Product Approval Method Method 1 Option D I I Date Submitted 04/30/2015 Date Validated 04/30/2015 Dale Pending FBC Approval I Date Approved 05/06/2015 Summary of Products FL 3t IModelo Number or Name Description I!15332.1 ISERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4'x80'NON-REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ:No FL15332 R2 it 08-005000 pd( Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact.Resistant:No Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports ( Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLi5332 R2 AE 5106078.pdf RATINGS Created by independent Third Party:Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX,XO,XX 96"x80'NON-REINFORCED Limits of Use Installation Instructions i Approved for use in HVHZ:No FLIS332 R2 11 Oa-00498C.odt i Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A j 8 Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 5108058 odf RATINGS Created by Independent Third Party:Yes i 15332.3 ISERIE 420 ALUMINUM SGD REINFORCED IsERiES 420 ALUMINUM SGD REINFORCED OXO 145-3/4'x96" Limits of Use Installation Instructions Approved for use In HVHZ:No FL1533? R2 IT 08-02248A pdf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2.AE 51.2966A.odr RATINGS Created by Independent Third Party:Yes 1S332.4 ISERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX,XO,XX 96"x96' j Limits of Use Installation Instructions i Approved for use in HVHZ:No FL15332. R2 II 08-02249q odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62S14 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 512969A odt RATINGS Created by Independent Third Party:Yes 115332.5 ISERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED XXX 143"x96" Limits of Use Installation InsWttions Approved for use in HVHZ:No FL15332 R2 II 08-02250A.ncjf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Create&by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 512970A.odf RATINGS Created by Independent Third Party:Yes 15332.E JSERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX,XO,XX 96"x96' Limits of Use Installation Instructions Approved for use in HVHZ:No FL15332 R2 11 08-00499C.pdf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 510806E odf RATINGS Created by Independent Third Party:Yes 15332-7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 146°x96' Limits of Use Installation Instructions j Approved for use in HVHZ:No FL15332 R2 11 06-00501 C.pdf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 510808E odf i RATINGS Created by Independent Third Party:Yes 15332.8 ISERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGO XXX 143"x80'NON-REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ:No FL15332, R7'II 03-00502C odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15}32 R2 Ae 510809E pdt RATINGS Created by Independent Third Party:Yes 15332.9 SERIES 430/440 REINFORCED ALUMINUM SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" i SGD ' Limits of Use Installation Instructions Approved for use in HVHZ:No FL1 02 R2 11 08-00503C pdf i Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact.Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.•REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 5108109.pdf RATINGS Created bX Independent Third Party:Yes I i i I httn://floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgtH8572gvdWIdku3B... 7/24/2015 REVISIDHS REV DESNIFMON DATE I APPROVED A ADDED CHARTS 03/05/12 R.L. 3 REVISED PER NEW TESTING 10/29/13 R.L. NOTES: C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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. IX BUCK. OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED 114 THE DESIGN OF ]HE PRODJCT SHOWN HEREIN. WIND LOAD DURATION FACTOR CC=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM, IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN,. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE ''HATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS 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. i2. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. 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 VINIMU%i STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 336 OR ALUMINUM 6063—T5 1/B" THICK A1:NIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP,, PX, XIP, PIX SIGNED: 1210612013 MI WINDOWSDOORS1001 W. CROSBYRDLLC \\\\J\�11 11�0 CARROLLTON, TX 75006 `v�•�\GENS� �/� TABLE OF CONTENTS SERIES 420 REINFORCED SOD *• 0 51 SHEET NO.1 DESCRIPTION NOTES IS TAT OF 1 I'NOTES i0�� ORAYltJ: CYJO NU. 2 — 3 ELEVATIONS F.A. 08,OD499 O ��/ ONA j1��\INN\ 4 — 10 INSTALLATION DETAILS scnLE NTS DUE 02/23/09 1 OF 10 REVIS ONS REV OESCPoNODN 641E 11 7PROVEO A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. 96" MAX FRAME WIDTH ADDED FLANGE AND FIN INSTALLATION 12/06/13 I R.L. ANCHORS TO BE CHART#t CHART#3 EQUALLY SPACED W17742-1132"SILL WITH1-1/2"SILL (2) ANCHORS PER LOCATION WHERE WATERINFILTRATIONRESISTANCEISREQUIRED. WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, SEE CHART #5 SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET I FOR NUMBER OF LOCATIONS Design pressurechart(pb� Design pressure chart(pall MAX REQUIRED - I 6 NIX From Single Panel and Total Frame Width(b) 16. Single Panel and TotelF e� In(in) Haight 70,g 36.0 .42.0 48.0 30.0 30.0 42.0 48.0 00.00 72.00 84,00 88.00 60.00 72.00 84.00 96.00 6" MAX L (10) Pas Nag Pas Neg Pas Neg Pas Neg Pos NagPos Neg Pos Neg�- r 84.0 40.0 60.0 40.0 5B2 40.0 52.2 "40.0 48.0 25.0 47.8 25.0 41.7 25.0 37.4 BB.O 40.0 80.0 40.0 54.9 40,0 49.1 40.0 45.0 25.0 452 25.0 39.3 25.0 152 250 32292.0 40.0 59.8 40.O 51.9 40.0 46.4 40.0 42.4 25.0 42.9 25.0 37.2 25.0 33.2 25.0 30.796.0 . . 4g.0 492 40.0 43.9 60.0 40.0 26.0 40,7 25.0 15.3 25.0 31.4 25.0 28.8 I CHAATA2 CHART#4 WITH2-1132'SILL WITH 1-112"SILL 96, WHERE WA TER INFILTRATION RESISTANCE IS NOT REQUIRED. WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. MAX SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET 1 FRAME Design pressure chart(psi/ Design pressure chart(050 HEIGHT single Panel and Total Piano Villain(le) Single Panel and Total From Width(In) Frene 30.0 26,0 42.0 48.0 Frarto 300 36.0 42.0 48.0 Height 60.00 72.00 84.00 86.00 fight 60.00 72.00 84.00 98.00 / (le) Pos Nag Pas Neg Pos Neg Pos Neg (In) Pos Ne4 Pos NegM s Neg84080.a 80.0 58.2 SB.2 522 522 48.0 48.0 84.0 47.8 47.8 41,7 41,74 34,488.0 b0,0 80.0 54.9 54.8 48,1 49.1 45.0 45,0 88.0 45.2 45.2 39.3 39.32 32292.0 58,8 59.8 51.8 51.8 4B.4 48.4 42.4 42.4 92.0 42,9 4Z.9 172 372 .3 30.196.0 56.9 515.9 49.2 49.2 43.8 43.8 40.0 60.0 90,0 40.7 40.7 35.3 35.3 ,B 28.6 I i L- 5" MAX CHART#5 Number of anchor locations required Single Panel and Total Frame Wdlh(In) SERIES 420 REINFORCED SGD F22. 30.0 36.0 42.0 48A EXTERIOR VIEW Height 10.o 72,0 94,0 96.0 DESIGN PRESSURE RATING IMPACT RATING Nd5 Jamb Nd5 Jamb. 85 Jamb H&S Jamb 4 B 5 6 a e 8 8 f40.OPSF NONE 4 6 6 6 B 6 8 8 a 6 5 s e B a e 4 1 6 6 6 6 B 8 B WITH 2.M'SILL SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACTRATING MI WINDOWS AND DOORS LLC \\0ti1R��L(p//�i 1001 W. CROSBY RD ����J\�;.• til/�i� CARROLLTON, TX 75006 =v••��GENS� +25.07-28.6PSF NONE SERIES 420 REINFORCED SGD ;*• 0, 5J��'( � WITH i-1/2"SILL 96" x 96" ��,��, 8ss888 EEEEE •�'� SEE CHARTS#3 AND#4 FOR OTHER UNITS RATINGS ELEVATION �O•• TAT OF. A •4r� DRAWN: Dab NO. Rev ii�A�s CORIDP G�Z'\� F.A. DATE 08S00e499 C ISCALE NTS 02/23/09 2 OF 10 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING )0/29/13 R.L. 96" MAX FRAME WIDTH C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. ANCHORS TO BE EQUALLY SPACED (2) ANCHORS PER LOCATION SEE CHART R6 CHART#6 6° MAX FOR NUMBER OF LOCATIONS Number of anchor locations required REQUIRED —j 6" MAX SDgh Panel and Total U�i VAM(In) Frame 3AD 39.0 42.0 4B.0 6" MAX Fbighl T (ln) 60.0 72.0 94.0 _ 96.0 I ~• / / H8S Jamb HdS Jamb HdS Jamb HdS Jamb 94.0 4 6 5 6 6 6 6 1 6 66.0 5 6 5 6 6 6 6 6 92.0 5 6 5 6 6 6 6 6 OB.D 5 8 5 8 8 6 6 6 96" MAX FRAME HEIGHT 5 3/8" ----I 5 3/8 —�—I 6" MAX 2 1/32 2" Lj SERIES 420 REINFORCED SGD 2 1/32"SILL i 1/2"SILL EXTERIOR VIEW ALUMINUM 6063-T5.055 THICK ALUMINUM 6063-TS.055 THICK DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE -- WITH 2-IM'SILL SEE CHARTS#1 AND#2 SHEET 2 FOR OTHER UNITS RATINGS MI WINDOWS AND DOORS LLC ���u)IIIIII, DESfGNPRESSUREAATINO fMPACTRATINQ CARROLLTON,WOCROTX 7So06 v�\�\GENS+ E SB SERIES 420 REINFORCED SGD 0, 61 +25.0/28.6PSF NON yr_ X 96" ti E WITN1-t/2'SILL FININ �0=*•ELEVATION � • TAT OF SEE CHARTS#3 AND#4 SHEET-2 FOR OTHER UNITS RA Twos DRAWN: D7/D N0. REV ����(• .�ORIOP•\Z'�\ .A¢ GATE 08 SOOE499 C ��� OMA-l�aC;``\ NTS 02/23/09 3 OF 10 REVISIONS 1/2" MIN. REV DESCR:P7ION DATE APPROVEO FEDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. g 1 3/8" MIN. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. WOOD FRAMING EMBE MENT OR 2X BUCK BY OTHERS 1/4„ MAX. SHIM SPACE 1 3/8" MIN. 1/4" MAX. #10 WOOD EMBEDMENT I SHIM SPACE SCREW INTERIOR 1/2" MIN. fg EDGE DISTANCE EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 El CONSTRUCTION #10 WOOD OREQUAL ADHESIVE SCREW I f— SEE SHEET 3 P10 WOOD EXTERIOR WOOD FRAMING I � FOR SILL OPTIONS SCREW OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD N�Q) . Lo�Y,�i/ CARROLLTON, TX 75006 `w•�\�+EMSFgcP�i� SERIES 420 REINFORCED SGD 61 NOTES., 96" x 96" 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FRAME INSTALLATION DETAILS OTATE OF NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE F A one No. 08-00499 RC /� �sS p R��E��'\��\ DESIGNED IN ACCORDANCE WITH ASTM E21 12 SCALE DATE SHEET I1111111�\\\ NTS 02 23/09 4 OF 10 REVISIONS REV DE5CR?TI0N DATE APPROVED A ADDED CHARTS 03/05/12 R.L. METAL 1/4" MAX. B REVISED PER NEW TESTING 10/29/13 R,L. STRUCTURE SHIM SPACE BY OTHERS C ADDED FLANGE AND FIN INSTALLATION 12/05/13 R.L. i 1/4" MAX. WINTERIOR SHIM SPACE #10 SMS OR SELF DRILLING SCREW T - INTERIOR 7/8" MIN. EDGE DISTAIJCEEXTERIOR SILL TO BE SET IN A BED OF VULKEM 116 #10 SMS OR CONSTRUCTION ADHESIVE SELF DRILLING OR EOUAL SCREWS G #10 SUS OR � SELF DRILLING METAL I i SCREW Aa STRUCTURE � p I SEE SHEET 3 BY OTHERS EXTERIOR METAL I FOR SILL OPTIONS STRUCTURE BY OTHERS � JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC wlill/o, 1001 W. CROSBY RD \\ 0��/��� CARROLLTON, TX 75006 •y�GENs,.'9s�i� NOTES. SERIES 420 REINFORCED SGID gR6�"'t�``*^ 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96" x 96" � T��ATE OF ` NOTSHOWNF09CLARRV FRAME INSTALLATION DETAILS �— 2.PERIMETER AND JOINTSEALANTBYOTHERSToBE DRAWN: DWCNO, REV ���•�CORIOP• DESIGNED IN ACCORDANCE WITH ASTM E2112 scuE DATE 08 500999 C / ONAL1�aG` NTS 02/23/09 5 OF 10 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. L� EDGE DISTANCE I A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 1D/29/13 R.L 1 1/4 ° < -T" MIN. C ADDED FIANCE AND FIN INSTALLATION 12/05/13 R.L. n ° a° EMBEDMENT 1 1/4" MIN. a CONCRETE/ ° ° -L EMBEDMENT MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL ', --{ 1/4" MAX. 1X BUCK 2 1/2" a SHIM SPACE INTERIOR TO BE PROPERLY MIN. o" SECURED EDGE o SEE NOTE 3 DISTANCE SHEET E 3/16" TAPCON ❑ QV 3/16" TAPCON CONCRETE/MASONRY ❑� BY OTHERS > EXTERIOR INTERIOR SILL TO BE SET IN I �� A BED OF VULKEM 16 �1T111s CONSTRUCTION ADHESIVE a OR EQUAL < EXTERIOR 3/16" TAPCON Po SEE SHEET 3 JAMB INSTALLATION DETAIL OPTIONAL tx BucK FOR SILL OPTIONS CONCRETE/MASONRYINSTALLATION MASONRY w TO BE PROPERLY CONCRETE d SECURED BY OTHERS SEE NOTE 3 SHEET 1 ° ° 1 NOTES: a, 1 1/4" MIN. 1.INTERIORAND EXTERIOR FINISHES,BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. a B •< A'• 2.PERIMETER AND JOINT SEALANTBY OTHERS TO BE e DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. -- — EDGE DISTANCE VERTICAL CROSS SECTION �\\SIR!IL pI CONCRETE/MASONRYINSTALLATION MI WINDOWS AND DOORS LLC \ i 1001 W. CROSBY RD CARROLLTON, TX 75006 �,�•�\GENS.6, LIP i SERIES 420 REINFORCED SGD Dj 6}51 96" x 96"1 trz: FRAME INSTALLATION DETAILS oO,• STAT OF 1 DRAWN: DWG NO.. REV ii�.c�S:<ORRQ:G:\��� SCALE DATE O8 500499 C /// 1ONA11E�\\\ NTS 02/23/09 6 OF 10 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED A ,ADDED CHARTS 03/05/12 R.L. WOOD FRAMING 1 3/8" MIN. B REVISED PER NEW TESTING 1O/29/13 R.L, OR 2X BUCK EMBEDMENT BY OTHERS C ADDED FLANGE AND FIN INSTALLATION 12/06/13 RA- 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE #10 WOOD SCREWS INTERIOR 1 3/8" MIN. EDGE DISTANCE © ,J _,❑ EXTERIOR INTERIOR N � SILL TO BE SET 1N A BED OF VULKEM 116 ❑ 1 10 WOOD CONSTRUCTION ADHESIVE j� OR EQUAL SCREWS j 10 WOOD SCREW FOR ILLEIOPTIONS EXTERIOR t I I —� WOOD FRAMING OR 2X BUCK BY OTHERS —^1 JAMB INSTALLATION DETAIL 1400D FRAMING WOOD FRAMINOOR2X BUCK INSTALLATION OR 2X BUCK BY OTHERS MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC \\\\\SIR I Llllli�� 1001 W. CROSBY RD S �'t1y�i�� CARROLLTON, TX 75006 SERIES 420 REINFORCED SG I) D k• 0„�261 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NST x 96" �.p ![il((�E c+ NOT SHOWN FOR CLARITY41 FLANGE INSTALLATION DETAILS ��o TAT OF 2.PERIMETER AND JOINT SEALANTBY OTHERS TO BE DRAWN: D1vC NO. REV %��S'c[OR10P'G��`� DESIGNED IN ACCORDANCE WITHASTM E2112 F.A. 08-00499 C �l//tIII11111111\\\NAs/OL��\\\ SCALE NTS JDATE 02/23/09 ISHEET7 OF 10 � ra � IM � i REWVONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/OS/12 R.L. METAL (p 1/4" MAX. 8 REVISED PER NEW TESTING 10/29/13 R.L. STRUCTURE SHIM SPACE BY OTHERS C ADDED FLANGE AND nN INSTALLATION 12/06/13 R.L. 1 r 1/4" MAX. #10 SMS OR SHIM SPACE y^ SELF DRILLING SCREW r- 7 MIN. INTERIOR EDGEE D DISTANCE EXTERIOR L INTERIOR Ro SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE #10 SMS OR ❑ .I ❑OR EQUAL SELF DRILLING #10 SMS OR SCREWS SELF DRILLING METAL SCREW I SEE SHEET 3 STRUCTURE METAL _____ I � � FOR SILL OPTIONS BY OTHERS STRUCTURE EXTERIOR 9Y OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WI 001 W.CROSBY0RD S LLC \5 1R Ilia 1 CARROLLTON, TX 75003 NOTES; SERIES 420 REINFORCED SGD =*• 0 6 *= 1.INTERIOR AND EXTERIOR FINISHES;BY OTHERS, 96" x 96" _,� � NOTSHOWNFORCLARITY. FLANGE INSTALLATION DETAILS 'AD��r'--- TAT OF 2.PERIMETER AND JOINT SEALANT SYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 oRAwnr. O`SCNO. REV '�'OF•'c(pR10P•���� SCALE F. NTS 0.ATE 02 23/09 08 s004890F 10 C , ssj�NAL1ElG��� ,A n REVISIONS 2 1/2'' MIN. �{ REV DESCRIPTION DATE APPROVED EDGE DISTANCE I A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. •° 4 1 1/4" MIN. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. CONCRETE/ ° ' <• 4. °4 • EMBEDMENT 1 1/4" MIN. MASONRY I -- I EMBEDMENT 6Y OTHERS 1/4" MAX. _r SHIM SPACE OPTIONAL IX BUCK —� T— `; 1/4" MAX. TO BE n r SHIM SPACE PROPERLY .�J� L„ 2 1/2" I INTERIOR SECURED i MIN. '• SEE NOTE 3 LL�.15 EDGE SHEET 1 — DISTANCE 3/16" TAPCON ❑ 3/16" TAPCON a CONCRETE/MASONRY BY OTHERS r n EXTERIOR INTERIOR El 1. ::o >`v r—SILL TO BE SET IN `T1\ A BED OF VULKEM 116 CONSTRUCTION ADHESIVE • EXTERIOR 3/16" TAPCON OR EQUAL SEE SHEET 3 JAMB INSTALLATION DETAIL FOR SILL OPTIONS 1vfASONRY/ I� I � IL I OPTIONAL IX BUCK a CONCRETE/MASONRYINSTALLA710N CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 7 • ° 4 a ° a 1/4- MIN. I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. n a ° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEM1A50NAYINSTALU1TfON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD �`N��S R' LOtij��ii, CARROLLTON, TX 75006 `wJ•'�NGENS0.9o'� SERIES 420 REINFORCED SGD *• p6� # 9T x 96" FLANGE INSTALLATION DETAILS ��10` TAT OF DRAWN: OtYG N0. REV // ��OR\QP••��� F. S AE NTS DA1E 02/23/09 50`e99OF 10 C ONA11INNG\\\\ REVISIONS REV DESCRIPTION DATE APPROVED WOOD FRAMING r 1/4" MAX BY OTHERS I SHIM SPACE A ADDED CHARTS 03/o5/t2 R.L. B REVISED PER NEW TESTERG 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. INTERIOR - ❑ 1 s/a" MIN. EDGE DIST. a 1 1/4" TRIM n 1 1/4" MIN. MIN. I a INTERIOR • EMBEDMENT EMBEDMENT MASONRYBYOOTHERS #8 WOOD iX BUCK BY OTHERS, SCREW EXTERIOR ' HOOK STRIP f IX BUCK TO BE PROPERLY SECURED 7/16" MIN EDGE DISTANCE 3/16" TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLATION NOOK STRIP INSTALLATION MASONRY/CONCRETE 1 1/4" MIN. METAL STRUCTURE EMBEDMENT BY OTHERS h8 WOOD�\ WOOD SCREW \ FRAMING TRIM \\\ BY OTHERS INTERIOR TRIM 1/4" MAX. 1 3/8" MIN. SHIM SPACE EMBEDMENT INTERIOR 7/16" MIN _T EDGE DISTANCE HOOK STRIP HOOK STRIP ❑ S 10 WOOD ❑ ((10 SELF DRILLING SCREW SCREW I — PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK INTERIOR EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC VERTICAL CROSS SECTION CARROLLTON,1001WCR�x 75oos WOOD FRAMING OR 2X BUCK INSTALLATION ` v F FOR SILL INSTALLATION SEE SHEETS 4-9. =*• NOTES: 51 •• SERIES 420 REINFORCED SGD 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 961 x 96 �q• � �` NAILFIN & HOOK INSTALLATION DETAILS ��o, TAT OF NOT SHOWN FOR CLARITY. iO,p••p Q �� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV ///�S•-fOR11 .G�f, DESIGNED IN ACCORDANCE WITH ASTME2112A. A 08 SOOE499 C NTS DATE 02/23/09 10 OF 10 I REVSIONS REV DESCRPTIOR DATE APPROVED I A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. NOTES: C ADDED FLANGc INSTALLATIONS 12/06/13 R,L. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANU=ACTURED TO COLr1PLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 70 PROPERLY TRANSFER. ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE fX BUCK IS NOT USED DISSIMILAR 1•/A7ERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF 'fHE PRODUCT SHOIAlN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRA!J,E MATERIAL: EXTRUDED ALUMINUM 5063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR. WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. 1•1AXIMUIJ ALLOWABLE SHIN. STACK TO BE 1/4". 9. DOOR ASSEM31IES INSTALLED WHERE OVER-ANC RATIO IS EQUAL OR GREA7ER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE r 10 WOOD SCREWS VJITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/B" MINIMUM EMBEDMENT INTO SLIBSTR.ATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING 'NTC MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 ./2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRI_IiNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVA110NS AINO INSTALLATION DETAILS. 13, ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS ANC ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE ViNIMUM STRENGTH SPECIFIED BEL,VJ 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 (CR GREATER). D. METAL STRUCTURE: STEEL iBGA, 33KSI OR ALUMINUM 6D63—T5 1/8" THICK MINIMUM --- SIGNED: 1210612013 MI WINDOWS AND DOORS LLC \01 kklIIII//!/� 1001 W. CROSBY RD \�J\\s:REN�M9�i�� CARROLLTON, TX 75006 `v.\\C SF,ct1 TABLE OF CONTENTS SERIES 430/440 XIX SGD 143 x 96' REINFORCED SHEET N0. DESCRIPTION NOTES �g1, TAT OF 1 NOTES c Awu: cro N0. REv F•c40_R10P• 2ELEVATION F.A. 08-00503 C 3 — 9 INSTALLATION DETAILS SCALE i2il NTS DATE 02/23/09 s`IEEr 1 OF 9 i REVGONS ,REV DESCRIPTION DATE APPROVED 143..' MAX FRAME WIDTH A ADDED CHARTS 03/06/12 R.L. 6" MAX ANCHORS TO BE B REVISED PER NEW TESTING iD/IS/13 R.L. EQUALLY SPACED 6" MAX (2) ANCHORS PER LOCATION C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED CHART#1 CHART#3 WITH 21r32'SILL WITH 1 M21SILL 6" MAX WHERE VJATER INFILTRA710N RESISTANCE IS REOUIRED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 SEE NOTE 9SHEET 1 1 Design pressure art(Ps1J Design pressure chart(p440 Frerre Single Panel and Talet FrambWdth(in) Franc Single Panel and Total Frame VWth(in) Haight 30.0 34.0 42.0, 1 47.7 HolgN .10.0 25.0 42.0 47.7 (In) 00,00 f0a.00 126.00 143.00 (fig) 90.00 t08.00 128.00 143,00 Pas Nag Pos Nag Pos Nag Pos Nag Pos (log Po a Nag Pos Nog Pus Nog 84.0 40,0 60.0 40.0 57.9 40.0 52.0 40.0 48.0 B40 25.0 47.8 25.0 41.1 25,0 37.4 25.0 34,5 88.0 40,0 60.0 40.0 54.8 40,0 48.9 40.0 45,0 ae.9 25.0 45.2 25.0 38.3. 25.0 35.2 25.0 32,4 96" 92.0 4D,0 59,6 40.0 51.7 40,0 46.1 40.0 423 02.0 25.0 42,9 25,0 37.2 0 33,2 25.0 30.5 BB.O 40.0 S5.8 40.0 49,0 40A 43,7 40.0 40,0 96.0 25.0 40.7 25.0 35.3 25.0 31.4 25.0 28,8 MAX FRAME HEIGHT I CHART#2 CHART#4 r� WITH2 1/32'SILL WITH 1 112'SILL � WHERE WATER INFILTRATION RESISTANCE 1S NOT REOUIRED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET 1 Da91gn pressure chart(p" Design pressure chart(PsO / Rona Single Panel and Total Frame Ninth(in) Frame Single Panel and Total Rams N/dth(in) Height 30.0 76.0 1 42.0 47.7 Fight 70,0 36.0 42.0 47.67 (N) 90.00 }88.00 126.00 143.00 (In) saw 108.00 128.00 143.00 Pos Nag Pos Neg Pos Neg Pos Nag Pos I Nag Pos Neg Pos L Nag I Pos I Nag 6" MAX 84.0 80.0 60,0 57.B 57.9 520 52.0 48.D 48,D 84.0 47.8 47.8 41.7 41,7 37.4�J, 34.5 r--1 BB.O 80,0 80.0 54.8 5d.8 4, 48,0 45,0 45,0 88.0 45,2 45.2 30.3 39.3 352 32.4 SERIES 4301440 XIX SGD 4645, 4292.0 42.B 42.8 37.2 37.2 33.2 30.5BB.O 58.8 58.6 A9.0 49.0 43.7 43,7 400 40.0 86.0 407731.4 28.8 EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING MdPACT RATING CHART#5 Number of anchor locations required t40.OPSF NONE +25,01-28,8PSF NONE From Single Panel and Total Pratte Width{in) Haight 30,0 ]6,0 42.0 1 47.7 (in) H6S 0011 f08.0 120.0 143.0 WITH21132°SILL WITH 1112'SILL Jemb Hd5 Jamb H8S Jamb H6S Jamb SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS SEE CHARTS#3 AND 94 FOR OTHER UNITS RATINGS 84.0 6 6 7 e B B 9 5 88.0 8 8 7 6 8 8 g 8 720 B 8 7 8 8 B 8 8 6 6 7 B 8 8 B 6 6 15/16" MI WINDOWS AND DOORS LLC 1-- 6 15/16" 1001 W. CROSBY RD CARROLLTON, TX 75006 +��r•L�CENS�:9�(1�ii 2 1/32" -T SERIES 430/440 XIX SGD --�At• o g251 k= 1 1/2" 143" x 9 REINFORCED ELEVATIONS �O•• TAT OF 2 1/32 SILL i 1/2"SILL [F. : DWC NU. REV hS:°.40RI T5.055 THICK DATE 08 SOQ503 C ��jpNAL ALUMINUM 6063-T5.055 THICK ALUMINUM 60s3- III I I1115�NTS 02/23/09 2 OF 9