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Florida Building Code Online Page 1 of 3 1 -1--o2— - 02 �- an UCpd(t`I•T12(If�{ BQS Home b i Cog In User Registration Hot Topic Submit Surcharge Stats&Facts Publications I FBC Staff ` BQS site Map ; Links ; Search 8usiness� ) Professional � ; a�Pt U ER.u6cicUser val Regulation c Pmduct Approval Menu>Product or Anolication Search>Application LjS >Application Detall FL A FL15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments FRe ®py Archived Product Manufacturer MI Windows and Doors Address/phone/Email 650 West Market Street Gratz,PA 17030 (717)365-33DO Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/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-Hardcopy 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 2131/20 1 5 Validated By Steven M.Urich,PE • - Validation Checklist-Hardcopy Received Certificate of Independence FLi,5332 rig C01 FLCO[ndf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified'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 ho://floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3B... 7/24/2015 Florida Building Code Online Page 2 of 3 FL15332 R2 CO" FL15332-COMP Odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date.Validated 04/30/2015 Date Pending FBC Approval Date Approved OS106/2015 (Summary of Products FL* Model,Number or Name Description '15332.1 SERIES 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 FI15332 R2 11 08.00500C pdr Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 ! Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLI 5332 R2 AE 5108078 pdf RATINGS Created by Independent Third Party:Yes 15332.2 ISERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX,XO,XX 96"x80'NON-REINFORCED Limits of Use Installation Instructions j Approved for use In HVHZ:No FL15332 R2 11 08-D0498C.ndf iI 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 FLIS332 R2 AE 5108058 ndf RATINGS Created by Independent Third Party:Yes 15332.3 ISERIES 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 FL15337. R2 II 08-02.248A.pdi Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Indepentlent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL 932 R2 AF 51296BA.odf RATINGS Created by Independent Third Party:Yes 1 15332.4 ISERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX,XO,XX 96"x96" Limits of Use Installation Instructions Approved for use In HVHZ:No FL15332 R2 11 05-D 249A,pdf j 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 512969A.odf RATINGS Created by rnde endent'Third Party:.Yes i 15332.5 ISERIES 420 ALUMINUM SGD REINFORCED. SERIES 420ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use lInstallid,lon Instructions j Approved for use in HVHZ:No FL15332 R2 11 08-02250A odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:NO Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R2 AE 512970A.pd( RATINGS Created by Independent Third Party:Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX,XO,XX 96"x96' Limits or Use Installation Instructions Approved for use In HVHZ:No FLIS332 R2 11 0S-00493C pdf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 6ZS14 Impact Resistant:No .Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R2 AE 5108066 ndf RATINGS Created by Independent Third Party:Yes 1S332.7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' Limits of Use Installation Instructions Approved for use In HVHZ:No F1-15332 R2 11 08-00501C.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 5111,19 3�pcif RATINGS Created by Independent Third Party:Yes 15332.8 ISEFUES 430/440 ALUMINUM SGO SERIES 430/440 ALUMINUM SGD XXX 143"X80'NON-REINFORCED I Limits of Use Installation Instructions Approved for use In HVHZ:No FLIS332 R2 11 03QOMZC.pdr Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL1 312 R2 AE 5108098.cdf RATINGS Created by Independent Third Party:Yes 15332.9 SERIES 430/440 REINFORCED ALUMINUM SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ:No FL15332 R2 11 OS- 50503C.pdf i Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:NO Created by Independent Third Parry:Yes Design Pressure;N/A Evaluation Reports Other:REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R2 AE 5108108.pdf RATINGS Created by Independent Third Party:Yes sib#x .T t httn://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHg572gvdWIdku3 B... 7/24/2015 REVISIONS REV 0ES0RIPTI0R DALE APPRC/ED A ADDED CHARTS 03/05/12 R.L. 9 R V,SED PER NEW TESTING 10/29,/13 R.L. NOTES: -- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLAN'vE AND FIN INSTALLATION 12/06/13 R.L. REOUIREMENTS OF THE FLORIDA BUILDING CODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTUPE. FRAMINC AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS 1.4UST 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 7HE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cc=1.6 WAS USED FOR YVOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM, IS REQUIRED FOR THIS PRODUCT IN WIN. BORNE DEBRIS REGIONS, B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIIJ. SHIM ',7HEP,E SPACE OF 1/16" OR GREATER OCCURS. 1/AXIMLM, ALLOWABLE SHIM STACK TO BE 1/4", 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NCT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RAT10 = OVEPHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAYING OR 2X BUCK USE #10 WOOD SCREWS VPTH SUFFICIENT LENGTH TO ACHIEVE A 1 3/B" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE. ANCHORS AS S'HO'dllJ 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 Ei1GE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRI LING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL rASTENERS TO BE CORROSION RESISTANT. 14, INSTALLA110N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=D.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE i (OR GREAIER), D. METAL STRUCTURE: STEEL 18GA. 336 OR ALUMINUM 6063—TS 1/13" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PIX SIGNED:1210612013 MI WINDOS AND ooWw. cRose00oRS LLC \ 0 ����/' CARROLLTON, TX 75006 �.,,•�\GENS�.9d' TABLE OF CONTENTS SERIES 420 REINFORCED SGD �:*• 0. 67 st= SHEET NO• DESCRIPTION 96" 'x' 96" -, NOTES TATE OF 1 I NOTES i0•• 4Lz ^uRAVYN: DViO N0. REV ����(�•�CpR1VPi�'��\ 2 — 3 ELEVATIONS F.A. 08—OD499 C z ip •0 �� G 4 — 10 INSTALLATION DETAILS SCALE NTS. T DATE 02/23/09 3"EE 1 OF 10 !�7////�NA;4E\\\\ REVIS;ONS REV DESCRPTIOR D41E APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/73 R.L. 96" MAX FRAME WIDTH C 1 ADDED FL.wGE AND TIN INSTALLATION 12/06/13 R.L. ANCHORS TO BE CHART#f CHART#3 (2) ANCHORS SPACED HORS PER LOCAiIOW WITI-12-1132"SILL WIT141-1/2'SILL 2)SEE CHART ,1j5 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. WHERE WATER INFILTRATION RESISTANCE ISREOUIRED.FOR NUMBER OF LOCATIONS SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET I 6" MAX' Fes- REQUIRED 6" MAX Design pr" 11'chart(per Design pressure chart(ps✓J f Frarne Smote.Panel antl Tate1 FrBma Wrllh(in) Frame Single Panel and Total Franc.Ih(in) I II J0.0 26.0 42.0 48:0 30.0 Jo,O d2.0 48,0 00.00 72.00 84.00 96.00 Helahl 60.00 72.00 eaoe 96.00 6' MAY, L (in) Pos Neg a s Aos Neg Pea Nag (�) pos Neg Pos Nvg Pos Neg Pos Nag 84.0 40.0 60.0 40,0 52.2 '40.0 48.0 84.0 25.0 47.8 25.0 q1,7 25.0 37.4 25.0 34.4 / 60,0 40.0 60.0 40,0 49.1 40.0 45.0 96,0 25.0 452 25.0 39.3 25.0 332 25.0 32.2 92.0 40,0 59,8 400 4fi.4 40.0 42.4 92.0 25.0 42.8 25.0 372 25.0332 25.0 96.0 400 569 40.0 43.8 40.0 40.0 96.0 26.0 1 40,7 1 25.0 1 35.3 25,0 31,4 25.0 28.6 CHART#2 CHART#4 WITH2-1/32'SILL WITH 1.1,2'S1LL 96" WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. MAX SEE NOTE 9 SHEET i SEE NOTE 9 SHEET 7 FRAME Design pressure chart HEIGHT I_ Sn91a Panal and Total Fra(rre Wtllh(in) Design pressure chart(ps>) Frarte Franc Single Panel and Total Franc Width(in) Height J0.0 J6.0 42.0 48.0 fiegal 30.0 38.0 42,0 48.0 (le) 60.00 72.00 84.00. 80,00 60,00 72.00 8d,00 96,00 / Pos Neg Pos Neg pos Neg Pas Neg (In) p6s Neg Pos Nag Pc Neg Pos Neg / _ 84.0 60.0 60.0 6B2 58.2 ]48.4 ,2 52.2 48.0 48.0 84.0 47.8 47,8 41.7 41,7 37.4 37,4 34.4 34.4 88.0 60.0 50.0 54.9 54.9 ,1 49.1 45.0 45.0 08.0 45.2 45.2 39.3 39.3 35.2 35.2 32.2 322 92.0 59.8 50.8 51.A 51.8 46,4 42A 42.4 82.0 42,9 42,0 37.2 37.2 33.2 33.2 J0,3 30.3 56.9 56.9 49.2 4B2 43.9 43.9 40.0 40.0 solo 40.7 q0,7 35.3 35.3 31.4 31.4 28.8 75.6 6" MAX_ ---T--�--�� CHARTk5 Namber018nchOr leOa NenarOqulraa SERIES 420 REINFORCED SGD Frame Single Panel and Total Frame VNdth(In) EXTERIOR VIEW ifth ].2 -0 42.0 49,0 60.0 72.o e4.o s6.a DESIGN PRESSURE RATING IMPACTRATING ((in)t H3S Jamb H8S Jomb d5 Jamb H8S Jamb 84.0 4 8 5 8 8 B 6 8 .t40.OPSF NONE 88.0 4 s 6 s B e e 6 92.0 4 8 5 8 0 B 8 B 6 6 8 8 B WITH 2-1I32'SILL 96.0 4 5 6 SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACTRATING MI WINDOWS cRD DOOBY DRS LLC \``\\\Sti1R�ICp ii��� +25.0/-28.6PSF NONE CARROLLTON, TX 75006 v•i,\CENSFgd+'�� SERIES 420 REINFORCED SGD *• 0,.6�51 #= wrrHFORO 96" x s 5E :�Z SEE CHARTS#3 AND#4 FOR OTHER UNITS RATINGS ELEVATION ��1• TAT O F. DRAWN; D•av ND, REV �'c••'QCOR\OP•�'P�� SCALE NTS DATE 02/23/09 08 SOOC2SOF 10 0 NA„E�G`\\` REVISIONS rSA DESC1WON DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. 96" MAX FRAME WIDTH ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. ANCHORS TO BE EQUALLY SPACED (2) ANCHORS PER LOCATION SEE CHART #6 CHARTA6 6' MAX _ FOR NUMBER OF LOCATIONS Number ol anchor lxatlons required I REQUIRED I 6" MAX Single panel and Tolal URMth.(In) I- b 3a0 35.0 42.0 48.0 6"�7M-AX Ha1gM 6a0 72.0 84.0 86.0 / HSS I Jnmb Hds Jamb H65 Jamb Nds Jamb / 84.'0 4 5 5 6 6 6 8 6 0.0 5 5 8 8 6 6 6 02 6.0 5 6 5 8 6 8 6 B 96.0 5 6 5 B 8 8 8 6 96" MAX FRAME HEIGHT 5 3/8" I 5" MAX 2 1/32" SERIES 420 REINFORCED SGD 2 1/32"SILL 1 1/2"SILL !I EXTERIOR VIEW ALUMINUM 6063-T5.055 THICK ALUMINUM 6063-T5.055 THICK DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE WITH 2-1G32"SILL SEE CHARTS A'1 AND A2 SHEET 2 FOR OTHER UNITS RATINGS MI WINDOWS AND DOORS LLC DESIGN PRESSURERATING IMPACTRATING 1001 W. CROSBY RD \���J�S R LDS//��i�/ CARROLLTON, TX 75006 =.,,•��CF-Na*.4J, +25.01-28.6PSF NONE SERIES 420 REINFORCED SOD • 0 51 96" x 96" WITH I.1/2"SILL FIN ELEVATION TAT E OF SEE CHARTS 43 AND#4.SHEET 2 FOR OTHER UNITS RATINGS �O". ,!y DRAWN: ��OR10P• F.A. 08-00499 C ���i`�S'/•• S�G\��\ SCALE DATE SHEET /r�NA;,�\\�� . AIJIL NTS 02/23/09 3 OF 10 REVISIONS 1/2" MIN. REV DESCFWION DATE A-PROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. 1 3/8' MIN. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4" 1" MAX. SHIM #10 WOOD - SPACE 1 3/8" MIN, 1/4" MAX. SCREW EMBEDMENT SHIM SPACE T_ � INTERIOR 1/2" MIN. EDGE DISTANCE EXTERIOR INTERIOR ' ❑5 SILL TO BE SET IN n A BED OF VULKEM 116 #10 WOOD CONSTRUCTION ADHESIVE SCREW OR EOUAL 1 I I. 1 SEE SHEET 3 #10 WOOD f �I- WOOD FRAMING FOR SILL OPTIONS SCREW EXTERIOR OR 2X BUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL - OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS 1 3/8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC \\\v111111rrIr, 1001 W. CROSBY RD \�\\5 LDd/����i CARROLLTON, TX 75006 v•�\GEAi q, NOTES: SERIES 420 REINFORCED SGD ihr• o 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96.1, x 961, NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE TAT DRAW": ona No. RE.v ���'FC ORI�P•\��� DESIGNED IN ACCORDANCE WITH ASTM E2112 F.A. 08-00499 C �SS OG�� SCALE NTS DAZE 02 23/09 SHEET4 OF 10 /�/i/j/1111110 �\\ C REVISIONS REV DESCRIPTION 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 C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. BY OTHERS t 1/4" MAX. SHIM SPACE #i0 SMS OR SELF DRILLING T-- INTERIOR SCREW ELF 7/8" MIN. EDGE DISTANCE --r EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 #10 SMS OR CONSTRUCTION ADHESIVE SELF DRILLING OR EQUAL SCREWS #10 SMS OR SELF DRILLING - METAL I SCREW SEE SHEET 3 STRUCTURE EXTERIOR`-`-� METAL FOR SILL OPTIONS BY OTHERS STRUCTURE BY OTHERS „f JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC \\��utllrr//1jiltfl�/i 1001 W. CROSBY RD \�\\5 It L�' CARROLLTON, TX 75006 •�\GENS 4p..,p NOTES., SERIES 420 REINFORCED SGD ZZfir�• ,�'('�0 61 •* 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 961, x 961, NOT SHOWN FOR CLARITY. FRAME INSTALLATION DETAILS -�0• TAT OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRANN: DWC NO, REV •'QCORI�P'\�'��DESIGNED IN ACCORDANCE WITH ASTM E2112 Su�E NTS DA7E 02/23/09 08 5009590E 10 C NAL1��G�\\ REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN, _ EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 0 REVISED PER NEW TESTING 10/29/13 R.L. I C ADDED FLANGE AND FIN INSTALLATION 12/O6/13 Rl. n 1 1/4" MIN. 4 ° EMBEDMENT 1 1/4" PAIN. CONCRETE/ —� ° a • a L EMBEDMENT MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL ' '> 1/4" MAX. 1 X BUCK t 2 1�/2" v I SHIM SPACE INTERIOR TO BE MIN. PROPERLY a SECURED EDGE o SEE NOTE 3 DISTANCE ElSHEET E 3/16" TAPCON > 3/16" TAPCON CONCRETE/IJASONRY v >' BY OTHERS I " EXTERIOR INTERIOR L� SILL TO BE SET IN > 1 ABED OF VULKEM 116 o j CONSTRUCTION ADHESIVE v OR EQUAL > EXTERIOR 3/16" TAPCON SEE SHEET 3 JAMB INSTALLATION DETAIL FOR SILL OPTIONS OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION MASONRY/ RIiI ,Ir TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 f� I NOTES., a, 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ° EMBEDMENT NOT SHOWN FOR CLARITY. ,, • ° a e •° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ° a DESIGNED IN ACCORDANCE WITH ASTM E2112 tn 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION. ��1W 11 I UII�� CONCRETEIMASONRYINSTALLATION MI WINDOWS w. ceD DOORS LLC R.°L O O CARROLLTON, TX 75006 SERIES.420 REINFORCED SGD I=*- o°,6�51 96" x 96" FRAME INSTALLATION DETAILS �yo° TAT OP `4u 'BRAWN: DWG NO.. REY O��s ORIOP:G�C-�. SC pE BATE 08 500499, G ////S��NAitE?\\\\ 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. OR 2X BUCK EMBEDMENT WOOD FRAMING 1 M MIN. A REVISED PER NEW TESTING 10/29/13 R.L. � BY OTHERS C ADDED FLANGE AND FIN INSTALLATION 12/OS/13 R.L. i ' 1/4" MAX. J SHIM SPACE 1/4" MAX. SHIM SPACE #10 WOOD SCREWS 8"M INTERIOR 1 3/ IN. EDGE DISTANCE EXTERIOR INTERIOR © . I -ti LLL���JJJ SILL I 9E SET IN A BED OF VULKEM 116 I n CONSTRUCTION ADHESIVE y10 WOOD �ILI�'-- Ill�ltl OR EQUAL SCREWS ram" #10 WOOD SCREW j SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMING EXTERIOR OR 2X BUCK p BY OTHERS T1 WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8" MIN. BY OTHERS EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC \�0111111111,,,E 1001 W. CROSBY RO ��\\� 02/ CARROLLTON, TX 75006 NSe:9Bi/ice NOTES: SERIES 420 REINFORCED SGD =*• 0 61 k; 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 961, .x gall NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS �yo• 1A7 OF 2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE DRAVlN: D1VG N0. REV COR10P DESIGNED IN ACCORDANCE WITH ASTME2112 F.A. 08-00499 E /iis10NALE�\\\N SCALE NTS DATE 02/23/09 SNEET7 OF 10 /�I1111111111\�\ REVISIONS REV DESCRIPTION GATE APPROVED A ADDED CHARTS 03/05/12 R.L. METAL �y 1/4 MAX. B REVISED PER NEW TESTING 10/29/13 R.L. STRUCTURE SHIM SPACE C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. BY OTHERS I 1/4" MAX. #10 SMS OR � SHIM SPACE SELF DRILLING �-- SCREW 7/8" MIN, INTERIOR EDGE DISTANCE EXTERIOR INTERIOR Sf SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE #10 SMS OR OR EQUAL SELF DRILLING SCREWS #10 SMS OR SELF DRILLING METAL SCREW STRUCTURE �At SEE SHEET 3 BY OTHERS METAL FOR SILL OPTIONS EXTERIORAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS1001 W.CROSBY RD0 LLC CARROLLTON. TX 75006 �,J CENs 9'p NOTES., SERIES 420 REINFORCED SGD =*• 0 6 � 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96" x 96" FLANGE INSTALLATION DETAILS !R ANT 0. ��NOTSHOWN.FORCLARITY. =� • $j = 2.PERIMETER AND JOINT SEAL BY OTHERS TO BE �i"� • cC Q' DESIGNED IN ACCORDANCE WITH ASTM E2 f 12 DRAWN: DN'C NO. REVF. iF .�ORIO.'\\ SCAALE NTS DATE 02/23/09 0.8S004HEET89 C 0F 10 /�SsAlG�\\ I • • I REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED �.EDGE DISTANCE A ADDED CHARTS 03/05/12 1 R.L. 5 REVISED PER NEIV TESTING 10/29/13 R,L. '° e ° e 9 ° C ADDED FLANGE AND FIN INSTALLATION 12/00/13 R.L. • , 1 1/4" MIN. n ° EMBEDMENT CONCRETE/ 1 1 4 MIN. ° • ^ ° __1 EMBEDMENT MASONRY 1 4" MAX. BY OTHERS SHIM SPACE OPTIONAL v o- 1X BUCK 1/4" MAX: TO BE SHIM SPACE PROPERLY V L, 2 1/2" ° INTERIOR SECURED MIN, SEE NOTE 3 EDGE SHEET 1 DISTANCE ° >a 3/16" TAPCON 3/t6" TAPCON o CONCRETE/MASONRY a 1 BY OTHERS > ° �❑ EXTERIOR INTERIOR o`a !-- SILL TO BE SET INii<tWi A BED OF VULKEM 116 CONSTRUCTION ADHESIVE ��.��.. EXTERIOR 3/16" TAPCON OR EQUAL SEE SHEET 3 JAMB INSTALLATION DETAIL MASONRY/ I - FOR SILL OPTIONS OPTIONAL IX BUCK CONCRETE/MASONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 • ° NOTES: m 1 1/4" MIN. 1.NTERIOR AND EXTERIOR FINISHES,BY OTHERS, °a• ^ ° EMBEDMENT NOT SHOWN FOR CLARITY, ° °- ° • 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 CONCRETSMASONRY INSTALLATION MI WINDOWS AND DOORS LLC ��\\1111111JIi// 1001 W. CROSBY RD ����;\�?R• o?�/�Y� CARROLLTON, TX 75006 =�,••��GENS fi.9Si i� SERIES 420 REINFORCED SGD *• 0 51sypd+t FLANGE INSTALLATION DETAILS �0, TAT OF DRAWN: D59G NO. REV �p'°�.•^°COR�OQ;• s.AE oATc 08 500499 C �i//SS�ONA"��G`�� NTS D2/23/09 .9 OF 10 REMSIONS WOOD FRAMING. 1/4 MAX PA DESCRPTION DATE APPROVED BY OTHERS SHIM SPACE ADDED CHARTS 03/05/12. R.L. REVISED PER NEW TESTING i0/29/13 R.L. _ ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. INTERIOR t 5/e" MIN. ❑ —' ❑ EDGE DIST. 1 1/4" ° MIN, F-1 TRIM a EMBEDMENT I INTERIOR � ' EM EDMEINT _ MASONRY/CONCRETE #8 WOOD BY OTHERS SCREW EXTERIOR 1X BUCK X BUCK BY OTHERS, O BE 7/16" MIN NOOK STRIP — ¶� PROPERLY TSECURED EDGE DISTANCE I� 3/16" J TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLATION HOOK STRIP INSTALLATION MASONRY/CONCRETE i BED MIN. EMBEDMENT METAL STRUCTURE h8 MOOD ��\\ WOOD BY OTHERS SCREW FRAMING BY OTHERS INTERIOR TRIM TRIM r 1/4" MAX. 1 3/8" MIN. I `r SHIM SPACE EMBEDMENT INTERIOR 7E DI MIN EDGE DISTANCE HOOK STRIP HOOK STRIP #10 WOOD #10 SELF DRILLING SCREW SCREW ! PANEL INTERIOR EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING METAL STRUCTURE VERTICAL CROSS SECTION MI WINooWw. cRoseY AND 00oRS LLC s V,L01//��� WOOD FRAMING OR2X BUCK INSTALLATION CARROLLTON, TX 75D06 `�v•�NGENS�.9�,���FOR SILL MSTALLATION SEE SHEETS 4.9. SERIES 420 REINFORCED SGD `'k! /,{V061 �k= NOTES: I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 96" x 96" NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS ��n :STAY OF •�; 2.PEhIMETER AND JOINT SEALANT BY OTHERS TO BE �ii�'• •��� DESIGNED IN ACCORDANCE WITH ASTM E2112 F.A. DwD No. 08-00499 REV C scALE NTS DATE 02/23/09 SMEET10 OF 10 RLYSIONS REV DESCRIPTION '0,4TE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R,L. MOTES: C ADDED FLANGE INSTALLATIONS 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. !X BUCK OVER MASONRY/CONCRETE IS GPTICNAL, WHERE ik BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARA.IED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCI SHOWN HEREIN. WIND LOAD DURATION FACTOR Co=1,6 WAS USED FOR WOOD A14CHOR CALCULATIONS. 5. FRAmE tAATERIAL: EXTRUDED ALUVINJM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED !MPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS LEGIONS. 8. SHIM AS REQUIRED A7 EACH INSTALLATION ANCHOP WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIV. STACK TO BE 1/4". 9. DOOR ASSEME11,IES INSTALLED WHERE OVERHANG RA.710 IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION P,ESISTAPICE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING NTO WOOD FRAM/,ING OR 2X BUCK USE f 10 WOOD SCREWS gTH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTC MASONRY/CONC=ETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" IAINIMUNI EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SiOW'N IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE f10 SMS OR SELF DRILLING SCREWS' WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND SIROCTURE'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 VANUFACTURER•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 0=0,42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTMd C-90, GRADE N. I-PE 1 (CR GRFATER), D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM, SIGNED:1210612013 MI WINDOWS AND DOORS LLC \0 IIIIII1ITi, 1001 W. CROSBY RD J �S R• Lp�/i��� CARROLLTON, TX 75006 '`ter•4�GENS9�+�%� TABLE OF CONTENTS SERIES 430/440 XIX SGD *• 0 SHEET N0. DESCRIPTION 143" x 95" REINFORCED �� TAT OF ty� NOTES �� � •. 1 NOTES O DRAIN: DulO.NO. cCpRIOP•GCI'�� 3 2 9 NSTALLATION DETAILS scnAE NT5 DATE 02/23/09 OB SOOE5030F 9 c ii��S,pNA'I��`��� REVK10N5 REV DESCRIPTION 047E APPROVED 143" MAX FRAME WIDTH A ADDED CHARTS 03/06/12 R.L. 6" MAX ANCHORS TO BE 9 REVISED PER NEW TESTING ID/f5/13 R.L, EQUALLY SPACED 6" MAX / /1 (2) ANCHORS PER LOCATION C ADDED FLANGE INSTALLATIONS 12 06 3 R.L. SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED CHART#1 CHART#3 t WITH 2 1/32•SILL WITH 1 1/2"SILL 6" MAX WHERE WATER INFILTRATION RESISTANCE IS REQUIRED WHERE WATER INFILTRATION RESISTANCE IS"REQUIRED SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET 1 Design pr#SwWrffl art(psig Deealgn Panel chart Tp Flame Single Panel and Total From Wljlh(in) From Single Panel and Total Frame Vvidth(in) Height 30.0 1 36.0 42.0 1 47.7 hI 40.0 26.0 42.0 47.7 (in) 9tl:00 103.DO 126.00 143.00 (m B0.00 108.00 128,00 143.00 Pos Neg Pos 'Nag Pas Nog Pos Nei Pos .1leg Pos Neg Pos Nog Pus Neg 84.0 40.0 60.0 40,0 57.9 40.0 52,0 4O.D" 48.0 84.0 25.0 47.8 -25.0 41,7 25,0 37.4 25.0 34.5 88.0 4D,0 60.0 40.0 54.6, 4D.0 46.9 40.0 45.0 88.0 25.0 T,2 25.0 39.3 25.0 35.2 2-1.0 32.4 82.0 40.0 59.6 40,0 51.7 40.0' A6,1 40.0 42.3 - 82.0 26.0 ,42,9 25,0 37.2- 25,0 33.2 252 30.5 96 80.0 40.0 58,8 40.D- 49,0 40:0 A3,7 40,0 40A 90.0 25.0 40.7 25,0 35.3 25A 31,4 25.0 78.8 MAX FRAME �{ Y HEIGHT '` /` CHART#2 CHART#4 WITH2 1/32"SILL WITH 1 112"SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED / SEE NOTE 9 SHEET 1 SEE NOTE 9 SHEET i Design pressure,chart(p4 Design pressure chart{pso / Frams Single Rani antl 70ta)Frame Width(in) Sin01e Panel and Total From Wldlh(in) Haight 30.6 1 36.0 42.0 From HeHa ht 30.0 36.0 42.0 47.67 (N) 90.00 t08.00 126.00 14J,00 in) 90:D0 108:00 126.00 142.00 Pos" Nei Pos Ney Pos Neg Pos Neg I Pos Nog, . , PsNag Pos- Nag Pos Nag 84.0 80.0 60,0 $7.8 57.9 52 52.048. 4. 84.0 1.76 MAX 48. 7 7 37.4 37,4 34:5 88.0 80,0 60,0 54.8 54.8 446,D 4d5 45,0 45 5 3S 3 340 2 8.0 46 2 7 332 33D 301 ,.5 SERIES 430/440 X1X SGD 86.0 86 58,8 49.0 49 43.7 43,7 40.0 96.0 54 3. 31.4 31.4 28.8 28.8 EXTERIOR VIEW DESfGN PRESSURE RATING IMPACTRATwo DESIGN PRESSURE RATING IMPAGTRATING CHART#5 N umber ofanchorloca Hoes roqulreu From Single Panoiand Total From Wdth(in) t40.OPSF NONE +25.0%28.8PSF NONE i4eghi 30.0 36.0 42.0 47.7 WITH 2 1132"SILL WITH i 1!2"$ILL H85 I Jamb HBS Janib Hd5 Jamb HdS Jamb SEE CHARTS#1 AND#2 FOR OTHER UNITS RATINGS SEE CHARTS#3 AND#4 FOR OTHER UNITS RATINGS 84.0 8 6 7 s1 e 6 9 5 88.0 8 8 7 -6 8 8 9 0 92.0 8 6 7 6 1 8 j8 B 6 96.0 8 8 7 6 8 6 9 6 6 15/16" MI WINDOWS AND DOORS LLC �� 6 16"15 1001 W. CROSBY RO `��\,�S R• C p,�/ij� / CARROLLTON. TX 75006 `�,••��GENp�9�i'� 2 "1/32" SERIES 430/440 XIX SGD dt�•�1 V- 01r," & 1 1/2" 143" x 96" REINFORCED �.pfGrq ` ELEVATIONS' -?!�f• SS 2 i/32"SILL 1 1/2"SILL F.A. DwD No. 08-00503 RC 'O/`j�sT.....��G\��� ALUMINUM 6063-T5.055THICK ALUMINUM6063-T6,05sTHICK SCALE NITS DATE '02/23/09 S"EET2 OF 9 �l1f1161;I1���� • • I. r r.