Loading...
HomeMy WebLinkAboutProduct Approval Grantor: Renz Patricia M Price: $250,000 Date: Oct 10,2005 Book/Page: 2408/1279 Sale Code: XXO1 Deed: QC Grantor: Renz Gary B Price: $100 Date: Dec 14,2001 Book/Page: 1496/2184 Sale Code: XX00 Deed: WD Grantor: Goldman Donald H Price: $252,000 Date: Oct 18,1999 Book/Page: 1258/0942 Sale Code: XX00 Deed: WD Grantor: Tomac Construction Inc Price: $187,800 Date: Jan 1, 1900 Book/Page: Sale Code: Deed: Grantor: Price: $0 Building Information (1 of 1) Finished Area:1,405 SF Gross Sketched Area: 1,571 SF Exterior Data View: Roof Cover: Roof Structure: Building Type:X057 Year Built: 1999 Frame: Grade:XHSA Effective Year: 1999 Primary Wall:CB Stucco Story Height: I Story No.Units: I Secondary Wall: Interior Data Bedrooms:2 Electric: Primary Int Wall: Full Baths:0 Heat Type: Avg Hgt/Floor:0 Half Baths:0 Heat Fuel: Primary Floors: A/C%:0% Heated%:N/A% Sprinkled%:0% 34 -----'— JfOPN S1! 1 � (105) !0 e u ! P Special Features and Yard Items Current Year Values Current Values Breakdown Current Year Exemption Value Breakdown Building: $290,400 Land: $0 Just/Market: $290,400 Ag Credit: $0 Save Our Homes or $0 10%Cap: Assessed: $290,400 Exemption(s): $0 Taxable: $290,400 Current Year Special Assessment Breakdown This does not necessarily represent the total Special Assessements that could be charged against this Property.The total amount charged for special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office❑. Historical Values Permits Number: C0901-0269 Issue Date: Feb 11,2009 Description: Storm Shutters Amount: $0 Fee: $0 Notice:This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County______ �^ All information is believed to be correct at this time,but is subject to change and is provided without any warranty. ©Copyright 2019 Saint Lucie County Property Appraiser.All rights reserved. Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address: 3880 N HIGHWAY AIA 804 Parcel ID: 1423-805-0096-000-2 Account#: 141830 Map ID: 14/235 Use Type: 0400 Zoning: City/County: Saint Lucie County Ownership Gregory L Coleman �,+ ----- Sharon M Coleman =1 1138 Faulkner TER l{ + Palm Beach Gardens,FL 33418 �- 7 Legal Description HIBISCUS-BY-THE SEA CONDOMINIUM BLDG 2 UNIT 804 r �mnpimA.�willftplPl'IPtuq• - � --- ' i Current Values Just/Market Value: $290,400 Assessed Value: $290,400 Exemptions: $0 Taxable Value: $290,400 Total Areas Property taxes are subject to change upon change of ownership. Finished/LlnderAir(SF): 1,405 Gross Sketched Area(SF): 1,571 • Past taxes are not a reliable projection of future taxes. Land Size(acres): 0.02 • The sale of a property will prompt the removal of all exemptions,assessment caps,and special classifications. Land Size(SF): 1,000 Taxes for this parcel: SLC Tax Collector's Office❑ Download TRIM for this parcel:Download PDF❑ Sale History Date: Aug 20,2018 Book/Page: 4177/0344 Sale Code: 0001 Deed: WD Grantor: Curtis Christopher Y Price: $359,000 Date: May 7,2013 Book/Page: 3523/2615 Sale Code: 0111 Deed: WD Grantor: Curtis Christopher Y Price: $0 Date: May 7,2013 Book/Page: 3517/1107 Sale Code: 0001 Deed: WD 722 3"d Place Vero Beach,FL 32962 Tel.: (772)567-7461 uir Fax: (772)7783514 State License#:SCC131151281 Q - U 0 T 0 N QUOTATION# 18991.2BFBJS Page 1 Of 2 ,nnnn.+✓v�n��ti vvFv.^.n ..-�i�nivwr�.nn�✓n.r+nnu.�n ww.�.�.^.�.iv�nn�n. Date: October 11,2019 Bill to: Sharon Coleman Ship to: Sharon Coleman Revised: November 1,2019 1138 Faulkner Terrace 3880 N Hwy AIA 804 Phone: 404-275-1521 Palm Beach Gardens,FL.33418 Fort Pierce,FL.34949 Fax: Email: Diamondair122(itcomeast net Year Built: 1999 SLIDING GLASS DOORS r Remove and dispose of existing doors.Install"Windoor"8100 series aluminum impact resistant sliding glass doors. White Kynar painted aluminum painted aluminum frames. Grey tinted solar ban 60 insulated impact j resistant glass. Tandem "Delrin" rollers in stainless steel housings. Stainless steel mortise locks. V sill risers. Standard screens included. s QTY DESCRIPTION — 1 106 W1 x 92" OXO E Total Installed(tax included)S 9,446.00 i F` ' CANT.'RACT`PRICE DOES NOT INCLUDE BUILDING PEItMTC FEES: PERIYBT FEES;-IF REQ T.TIRED;VVII,L BE.INVOICED AS_AN EXTRA CHARGE. L THIS QUOTATIONIS VALID FOR30 DAYS.ASO%DEPOSITISRUQUIREDTOORDERIIIATERIALANDISNON-REFUNDABLE. FINALINVOICE x UPON COMPLETION OF INSTALLATION.NET 30 DAYS,I.5%INTEREST PER MONTH(18%PER YEAR)CHARGED AFTER 30 DAYS. WARRANTY: HBS,INC.PROVIDES A ONE YEAR WARRANTY ON PRODUCT AND LABOR. CERTAIN MANUFACTURERS MAY PROVIDE AN EXTENDED WARRANTY ON PRODUCT ONLY. I I NOTE I:IF If RS,INC.DOES NOT INSTALL THIS PRODUCT,HBS,INC.IS NOT'LIABLE FOR FINAL ADJUSTMENT OF HARDWARE,LEAKAGE OR OPERATION UNLESS CAUSED BY OBVIOUS MANUFACTURER DEFECT. N NOTE II:IF INSTALLATION BY DBS,INC.IS SELECTED,THE WINDOW AND DOOR OPENINGS MUST BE CORRECTLY SIZED AND PREPARED BY THE GENERAL CONTRACTOR. NOTE III:IMPACT GLAZING(LAMINATED GLASS)MAY HAVE VISIBLE DISTORTION.LARGER UNIT SIZES MAY REQUIRE HEAT TREATED GLASS WHICH IS MORE LUMEY TO HAVE VISIBLE DISTORTION.vISIBLEDISTORTION IS A CHARACTERISTIC OF LAiYIINATED AND HEAT TREATED GLASS AND IS NOT CONSIDERED AS A DEFECT AND IS ALLOWABLE PER ASTM STANDARDS. NOTE IV: IF THIS QUOTATION IS FOR REPLACEMENT WINDOWS OR DOORS,EXTERIOR(iNTERIOR FINISH PAINTING OR TOUCHUP PAINTING IS NOT PROVIDED FOR IN THIS QUOTATION h NOTE V: IF THIS PROJECT BUILDING WAS BUILT BEFORE 1/1/1978 IT MAY CONTAIN LEAD PAINT. IF THE EXISTANCE OF LEAD PAINT IS CONFIIt111ED,HBS,INC.RESERVES THE RIGHT TO CANCEL THIS QUOTE/CONTRACT. qq NOTE VI: FRAI IELESS SHOWER ENCLOSURES MAY NOT BE COHiPLETELY WATER TIGHT. V A NOTE VII: ANY REQUIREMENTS FOR`,ADDITIONAL INSURED"AND/OR"WAVIER OF SUBROGATION"COVERAGE MAY RESULT IN AN INCREASED CONTRACT PRICE FOR THE COST OF THAT COVERAGE. NOTE VIII: IF FOR ANY REASON AN INSTALLATION CAN NOT BE COMPLETED DUE TO MANUFACTURE DEFECT OR A NEED FOR PERMIT REINSPECTION,CUSTONEER MAY WTTHOLD 5%FROM FINAL INVOICE UNTIL COMPLETION OF INSTALLATIONW4SPECTION. p NOTE IX: IF INTERIOR FLOORS NEED TO BE CUT FOR INSTALLATION OF DOORS,HBS,INC:IS NOT RESONSDILE FOR THE REPAIR. i OWNER MAY PROVIDE A PRIVATE VENDOR TO CUT THE AT OWNERS EXPENSE. Customer2�!,,V Z�, PLEASE NOTE:ABSOLUTELY NO RETURNS ON ORDERED MATERIAL k\SHSSE-RVE RUIRSFILE,SIQUOTESU019ll8991.2BFBJS.DOCX PAGE 1 OF 2 1I1112019 L_ _ 722 31 Place Vero Beach,FL 32962 Tel.: (772)567-7461 Fax: (772)778-3514 — -� - ----------- -----' State License M SCC131151281 Q U ® N QUOTATION# 18991o2BFBJS Page 2 of 2 •M/�N/V/W V�/M/`v�M/Y.M./nJ\/W.'W�//W�/y�/V�MM/.'�l`..•.hMVr VMMM.'/W VM//W V V V VCM/i.M/M/w�/ �. NOTE A: I HAVE READ AND UNDERSTAND ALL PRODUCT SPECIFICATIONS,SIZES,QUANTITIES AND DESCRIPTIONS AND ACCEPT ALL PRODUCTS AND OPTIONS AS LISTED UNLESS OTHERWISE INDICATED,AS'VERFIED BY 14IY SIGNATURE BELOW. aa�—J' SUBMITTED � ----;e�ACCEPTS DAVE / lI Brian Fairchild QQ ]PRINT NAME C®felni Customer Initial PLEASE NOTE:ABSOLUTELY NO RETURNS ON ORDERED MATERIAL i i WBSSERVERMBSFILES\QUOTES12019U89912BFBJS.DOCR PAGE 2 OF 2 11/1/2019 i f3 7223 11D PLACE 5.$p Ai Slav; 4m VERO BEACH, FL 32962 PHONE: 77X 567-7461 FAY ,TklM-3514 -._.l.....___ __- ------_ _....... __ - ---- --- - --- — - - — -J -� - - -- —TT 1 -5-7t�_ , ,� --0.41FOR - --- L- – _ cl !-- -- -- v — -� _ - — -1 _ FT W .—_^ -. - - -- s._a WM.E lQoU NTY !T TI-- IF-- _ — !-- s . -- —1c f: 3 — - - --- - ili 1. 90 E LI Y 6 Q L . 96 R _._... .. 3 1 s. l,77 C 1 _..---- __ 13S 7 / FL REVISIONS REV DESCRIPTION DATE APPROVED A ADDED ST AND WOOD CHARTS 12/04/15 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE INSTALLATION DETAILS. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,50OPSI MINIMUM. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063—T5 FU=30KSI (.048") THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION 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 LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND op=c4yWy BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SIGNED: 12/05/2015 SHEET NO. DESCRIPTION 7500 AMSTERDAM DRIVE 1 NOTES WinD o or ORLANDO,FL 32832 \\\ R• 'to INCORPORATED I3,uwa0 AA1F ro \\J\�;•''' //� 2 — 5 ELEVATIONS e•cw�.oetnws www.windaodnc.mm v,•'\GEtj6, + 6 — 7 HORIZONTAL LAYOUTS 8100 SERIES LMIVOO 8 - 9 CHARTS REINFORCED & NON-REINFORCED NOTES t10 ANCHORING LAYOUT AND CHARTS OLr STAT DRAWN: DWG N0. REV ��Fsi FCORIOP G\ �� 11 GLAZING DETAILS TJH 08-00874 A // Sj"••N �� 12 - 24 1 INSTALLATION DETAILS SCALE NTS DATE 12/04/09 1 SHEET 1 OF 24 /////DIVA 11�\\\\ RENSIONS 286 1/2" MAX FRAME WIDTH REV DESCRIPT ON DATE APPROVED A ADDED ST AND WOOD CHARTS 12/04/15 R.L. REINF. REINF. /REINF. 120" % I j POCKET WAL II MAX UNDER FRAMESEPARATE HEIGHT ~ f ~ ~ « y APPROVAL. T�I X X X I X X X BE REVIEWEDI BY AHJ. 8100 SERIES 4'0 x 10'0 LMI SGD 2 TRACK,3 TRACK,4 TRACKAND 5 TRACK ELEVATION EXTERIOR VIEW (6)PANELS SHOWN.UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USES VERTICAL CONDITIONSAS SHOWN AND MAXIMUM FRAME AREA DOES NOT EXCEED 358.1FT2 NON-REINFORCED UNIT WITH 1314',21/4'&3'SILL RISER REINFORCED UNIT WITH 3-,3 112-&4114'SILL RISER REINFORCED UNIT WITH 3",3112'&4 1/4'SILL RISER DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF LARGE ±110.OPSF LARGE ±72.OPSF LARGE MISSILE IMPACT MISSILE IMPACT MISSILE IMPACT FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES RATINGS SEE SHEETS FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 NOTES: 1. MAXIMUM PANEL SIZE: 48" X 118 7/16" 2. MAXIMUM D.L.O.: 40 1/2" X 108 11/16" 3. (1) 1" X 3/16" WEEP HOLE 6" FROM EACH END AND 48" O.C. THROUGH VERTICAL SILL LEG. SIGNED: 12/05/2015 7500 AVB \ \01I WinDoor ORLANDO,FL32832 R 11110 �1 / INCORPORATEDIro""°'10�•�x5n�m J\ E '4'9 r-407.481.0505 %m .�81.0505 wvAndoodnc.com `V••�\r+ NSF•tf1 t� HARDWARESCHEDULE 8100 SERIES LMI >it• o X51 A. (T)ADJUSTABLE TANDEM ROLLER ATEACH PANEL END REINFORCED & NDN—REINFORCED 4 . B. (1)DUAL POINT MORTISE LOCK WITH KEEPER AT LOCK STILE 4'0 X 10'0 PANELS WITH POCKET ELEVATIONS X13 TAT OF •t�� C. ALUMINUM BUTT STILE REINFORCEMENT FH-02642 FORDO,EI,DI&DOR PANELS DRAWN: OWO NO. REv �i��`•�;CORIOP•\�w� D. ALUMINUM INTERLOCK REINFORCEMENT FFI-05045FOR CSO,AI,DOEl,BOR,TIAND AOR PANELS SCALE NTS DATE 12/04/09 TJH08 SOOE8240F 24 A /'//ssICIMA1111�a\\\ E. ALUMINUM FEMALE BUTTSTILE REINFORCEMENT FH-03916 FORDO,EI AND DOR PANELS AIL RMSIONS REV DESCRIPTION DATE APPROVED 358 1/2" MAX FRAME WIDTH A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. 7 / 0 III REINF. REINF, REINF. 0 98" POCKET WALL II yMAX 40y » 40 I » UNDER FRAME X X X X X ll x SEPARATE APPROVAL. TO I HEIGHT % BE REVIEWED BY All, II • _ - Jl 8100 SERIES 5'0 x 82 LMI SGD 2 TRACK,3 TRACK,4 TRACKAND 5 TRACK ELEVATION EXTERIOR VIEW (6)PANELS SHOWN.UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USES VERTICAL CONDITIONS AS SHOWN AND MAXIMUM FRAME AREA DOES NOT EXCEED 365.6PF NON-REINFORCED UNIT WITH 1314".21/4'&3'SILL RISER REINFORCED UNIT WITH 31.3 112-&4 1/4"SILL RISER REINFORCED UNIT WITH 3,3112"&4 114'SILL RISER DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF LARGE t110OPSF LARGE f813PSF LARGE MISSILE IMPACT . MISSILE IMPACT . MISSILEIMPACT FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES RATINGS SEE SHEET 6 FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 NOTES: 1. MAXIMUM PANEL SIZE: 60" X 96 7/16" 2. MAXIMUM D.L.O.: 52 1/4" X 86 1/2" 3. (1) 1" X 3/16" WEEP HOLE 6" FROM EACH END AND 48" O.C. THROUGH VERTICAL SILL LEG. SIGNED:12/05/2015 7500 AMSTERDAM DREVE N�\1111 11111112 I OTOED ORLANDO,FL 32832 `���J�S it. I()�(/,, P—auvaelmsns u�vawindaorinc.com ` *\o %, HARDWARESCHEDULE 8100 SERIES LMI `�N REINFORCED & NON-REINFORCED *_ A. 1 ADJUSTABLE TANDEM ROLLERATEACH PANEL END 5'0 x 8'2 PANEL WITH POCKET ELEVATION r B. (1)DUAL POINT MORTISE LOCK WITH KEEPER AT LOCK STILE �7�. TAT OF !V C. ALUMINUM BUTTSTILE REINFORCEMENT FH-02642 FORDO,EI,DI&DOR PANELS DRAWN: DWO NO. REV �' •'c�OR10P•\��� TJH E. ALUMINUM FEMALE BU1T STILE REINFORCEMEN FH 0 9 6 POR D0,EI AND OR PANELS PANELS SCALE NTS DATE 12/04/09 OS S00ET340F 24 REVISIONS 290 3/8" MAX FRAME WIDTH I REV DESCRIPTION DATE APPROVED A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. REINF. RE} F. REINF. 120" MAX FRAME « I �► « « HEIGHT O 0 X X X X 8100 SERIES 4'0 x 10'0 LMI SGD 2 TRACK,3 TRACK,4 TRACKAND 5 TRACK ELEVATION EXTERIOR VIEW (6)PANELS SHOWN.UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USES VERTICAL CONDITIONS AS SHOWN AND MAXIMUM FRAME AREA DOES NOT EXCEED 362.8FT2 NON-REINFORCED UNIT WITH 1314",21/4'&3"SILL RISER REINFORCED UNIT WITH 313 1/2'&4 1/4"SILL RISER REINFORCED UNIT WITH 3,31/2"&4 1/4'SILL RISER DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF LARGE ±110OPSF LARGE ±72OPSF LARGE MISSILE IMPACT . MISSILE IMPACT . MISSILE IMPACT FOR WOOD,MASONRY/CONCRETEAND METAL INSTALLATION FOR MASONRY/CONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES RATINGS SEE SHEET 8 FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 NOTES: 1. MAXIMUM PANEL SIZE: 48" X 118 7/16" 2. MAXIMUM D.L.O.: 40 1/2" X 108 11/16" 3. (1) 1" X 3/16" WEEP HOLE 6" FROM EACH END AND 48" O.C. THROUGH VERTICAL SILL LEG. SIGNED:12/05/2015 7500 AMSTERDAM DRIVE \��IIIIIIfJJJ�/ WinD o Or ORLANDO,FL 32832 \\`\\ R• L 0 ///Z INCORPORATED i'hom�07AX.B Op �`V\ X19�i r�ro�.ee�uws wwa.w9ndoouncmm. `',�•*\GEAIS* �cp HARDWARESCHEDIILE 8100 SERIES LMI fit• 0 A. 1 ADJUSTABLE TANDEM ROLLER AT EACH PANEL END REINFORCED & NON—REINFORCED �•p 10'0 PANEL ELEVATION J �— B. i)DUAL POINT MORTISE LOCK WITH KEEPER ATLOCK STILE 4'0 x X70. TAT OF ;[V' C. ALUMINUM BUTT STILE REINFORCEMENT FH-02642 FORDO,EI,DI&DOR PANELS DRAWN: DWG NO, REV �� •'�(�RIQP.�isw� INTERLOCKD. ALUMINUM AND AOR I I PANELS 08 MALE BUTT STILE REINFORCEMENT FO CEMENT FH-039 6.F RO DO,EI AND R PANELS EELS SCALE NTS DATE 12/04/09 SH44A 011 OF 24 ////ssJ E. ALUMINUM FEMALE 11110�G`\` REVISIONS 362 3/8" MAX FRAME WIDTH REv DESCRIPTIONDaTE APPROVED A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. R INF. / REINF. REINF. 98" MAX I a FRAME O O X X X X HEIGHT 8100 SERIES 5'0 x 82 LMI SGD 2 TRACK,3 TRACK,4 TRACK AND 5 TRACK ELEVATION EXTERIOR VIEW (6)PANELS SHOWN.UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL SIZE AND USES VERTICAL CONDITIONS AS SHOWN AND MAXIMUM FRAME AREA DOES NOT EXCEED 369.9F72 NON-REINFORCED UNIT W17H 13141,2114'&3"SILL RISER REINFORCED UNIT W1TH3,31/2-&41/4-SILL RISER REINFORCED UNIT WITH 3',3 112-&4 1/4-SILL RISER DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +70.OPSF LARGE ±110OPSF LARGE t81.3PSF LARGE MISSILE IMPACT . MISSILE IMPACT MISSILE IMPACT FOR WOOD,MASONRY/CONCRETE AND METAL INSTALLATION FOR MASONRYICONCRETE AND METAL INSTALLATION FOR WOOD INSTALLATION FOR ADDITIONAL SIZES RATINGS SEE SHEET 8 FOR ADDITIONAL SIZES RATINGS S(:E SHEET 9 FOR ADDITIONAL SIZES RATINGS SEE SHEET 9 NOTES: 1. MAXIMUM PANEL SIZE: 60" X 96 7/16" 2. MAXIMUM D.L.O.: 52 1/4" X 86 1/2" 3. (1) 1" X 3/16" WEEP HOLE 6" FROM EACH END AND 48" O.C. THROUGH VERTICAL SILL LEG. SIGNED:12/05/2015 WinDoor ORAMSTERDAM 2832 \\\\\5 P.I It 0/77// INCORPORATED ft"m ARIA4 1'=407.CRIASnS www.wlndoorinc.com `r�• CENSF HARDWARESCHEDULE 8100 SERIES LMI fit% p PO4F A. 1 ADJUSTABLE TANDEM ROLLER AT EACH PANEL END REINFORCED do NON—REINFORCED �5'0 x 8'2 PANEL ELEVATION rB. (1 DUAL POINT MORTISE LOCK WITH KEEPER AT LOCK STILE ' � TAT C. ALUMINUM BUTTSTILE REINFORCEMENT FH-02642 FORDO,EI,DI&DOR PANELS DRAWN: DWG NO. REV i�' •F(0R1QP. E. ALUMINUM FEMALE BUTT STILE REINFORCEMENT NFH 0 9 6 PPANELS FORDO,EI AND DOR PANELS �"� NTS DATE 12/04/09 O8 sooEr540F 24 A REVISIONS 8100 SERIES NON-REINFORCED SGD LAYOUTS REV DESCRIPTION DATE APPROVED A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. 2 TRACK LAYOUT LAYOUTS SHOWN AS REFERENCE ONLY. PANELS MAY BE MIXED& MATCHED AS NECESSARY 3 TRACK LAYOUT 4 TRACK LAYOUT / SIGNED: 12/05/2015 7500 AMSTERDAM DRIVE WinDoor ORLANDO,FL 32832 ��\ r� R• 0 z INCORPORATED F�407AJumsM w%mudnd0Dcinc.mm Elm 8100 SERIES LMI *� REINFORCED & NON—REINFORCED NON—REINFORCED HORIZONTAL LAYOUTS 6 �' 5 TRACK LAYOUT -0.• TAT 0 F DRAWN: DwD N0.TJH REv moi •�[0R10P.�pw� sca E NTS DATE 12/04/09 08-00874 E60F 24 A ',//)MONA 11��G\\\ REVISIONS 8100 SERIES REINFORCED SGD LAYOUTS REV I DESCRIPTION DATE APPROVED A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. 2 TRACK LAYOUT LAYOUTS SHOWN AS REFERENCE ONLY. 3 TRACK LAYOUT PANELS MAYBE MIXED & MATCHED AS NECESSARY 4 TRACKLAYOUT SIGNED:12/05/2015 7500 AMSTERDAM DRIVE WinD o or ORLANDO,FL 32832 \\\�5 R..'L INCORPORATED Ph.a4m.48Iam P-407.46I.o3Us wwwxindoorimmm�H EMI `�V,•v\OENS�,,tP 8100 SERIES LMI _*� p g�5 REINFORCED & NON—REINFORCED 5TRACKLAYOUT REINFORCED HORIZONTAL LAYOUTS STATE IS- i: Dwc DRAWN: No. 08-00874 REV d',p��ORIQ LE NTS °ATE 12/04/09 SHEET7 OF 24 /////� A�I���\\ NON-REINFORCED UNITS DESIGN PRESSURE CHARTS REVISIONS REV DESCRIPTION DATE APPROVED WITH GLAZING OPTIONS E, F, G, H, I AND J A AIDED 5T AND W00D CHARTS 12/04/15 R.L. Maximum designpressure capacity chart(PSF Series 8100 Aluminum LMI Non-Roinlorced SGD with 13/4•sill rlsor For units Installed In Wood,Masonry/Concrote or Moial structure tialght Nominal Single Panel Width(In) (in) 24.0 30.0 36.0 42.0 480 54.0 60.0 Pas Nag Pas Nag Pos Nag Pas Nag Pas Nag Pas Nag Pas Nag 80.0 45:0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 450 1000 450 99.8 45.0 952 84.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 92.8 45.0 88.1 96.0 45.0 1000 45.0 100.0 45.0 100.0 45.0 100.0 45.0 93.3 45.0 76.7 45.0 72.1 98.0 45.0 100.0 45.0 100.0 45.0 100.0 45.0 99.7 45.0 90.8 45.0 74.5 45.0 70.0 108.0 45.0 100.0 45.0 100:0 45.0 99.6 45,0 88.3 45.0 80.0 45.0 73.7 114.0 45.0 100.0 45.0 100.0 45.0 93.3 45.0 82.6 45.0 74.7 120.0 1 45.0 1 100.0 45.0 100.01 45.0 87.8 45.0 77.8 45.0 70.0 Maximum design pressure capacity chart PSF Series 8100 Aluminum LMI Nan-Ralnlarced SGD with 2114'sill riser For units installed In Wood,Masonry/Concrete or Metal structure Height Noninal Single Panel Width(in) (in) 24.0 30.0 36.0 42.0 48.0 54,0 60.0 Pas Nag Pos Nap Pos Nag Pos Neg Poe Nag Pas Nag- Pas Nap 80.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 99.8 60.0 95.2 84.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 92.8 60.0 88.1 96.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 93.3 60.0 76.7 60.0 72.1 98.0 60.0 100.0 60.0 100.0 60.0 100.0 60.0 99.7 60.0 90.8 60.0 74.5 60.0 70.0 108.0 60.0 100.0 60.0 100.0 60.0 99.6 60.0 88.3 60.0 110.0 60.0 73.7 114.0 60.0 100.0 60.0 100.0 60.0 93.3 60.0 82.6 60.0 74.7 120.0 60.0 100,0 60.0 100.0 60.0 87.8 60.0 77.6 60.0 70.0 Maximum design pressure capacity chart(PSF) Series 8100 Aluminum LMI Non-Rolnlorced SGD with 3•sill riser For unitslostalled in Wood,Masonry/Concrete or Metal structure Haight Nominal Single Panel Width(In) (in) 24.0 30.0 38.0 42.0R4111.0 54.0 60.0 Pas Nag Pos Nag Pos Nag Pas Nag Neg Pas Neg Pas Nag 80.0 80.0 100.0 00.0 100.0 80':0 100.0 80:0 100.0 100.0 80.0 99.8 80.0 95.2 84.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 100.0 80.0 92.8 80.0 88.1 96.0 80.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 93.3 76.7 76.7 72.198.0 80.0 100.0 80.0 100.0 80.0 100.0 B0.0 99.7 90.8 74.5 74.5 70.0108.0 80.0 100.0 80.0 100.0 BOA 996 60.0 88.3 80.0 73.7 73.7 114.0 80.0 100.0 80.0 100.0 80:0 93.3 80.0 82.6 74.7 74.7 120.0 80.0 100.0 80.0 100.0 00.0 87.8 77.6 1 77.6 70.0 70.0 SIGNED: 12/05/2015 WinDoor ORLANDO,IFdIAm L3322832DRIVE `\\��\S R II'lip��i� � INCORPORATED P=407.481 a105 v .windoodnc.mm `V,-%GENe'•��� 8100 SERIES LMI _its 0, REINFORCED & NON-REINFORCED RO DESIGN PRESSURE CHARTSTATF DRAWN: %"N0. REV �0��•'cC0R1pP•�t►�� TJH 08-00 874 NTS DATE 12/04/09 5 � 4A 80F 24 i REVISIONS REINFORCED UNITS DESIGN PRESSURE CHARTS WITH REV DESCRIPTION DATE APPROVED GLAZING OPTIONS A, B, C AND D A I ADDED 5T AND WOOD CHARTS 12/04/15 R.L. Marinnum design pressure capacity chart(PS Maximum design pressure capacity chart PSF Soria 00 Aluminum LMI Relnforcod SOD with 3'5411 rlssr Serfos 8100 Aluminum LM/Reinforced SOD with 31 sill riser For unitsInstalled In M awnry/Concrete or Metal structure For Unita Installed In Wood Haight N1lmnal Single Panel Width(h) Platght Nimnal Single Panel Width(In) (1n) 24.0 30.0 36.0 42.0 48.0 54.0 60.0 (in) 24.0 30.0 36.0 420 48.0 84.0 110.0 Pos Nag Pas Nag Pas Nog Pos Neg Pas Nag Pas Nag Pos Nag Pos Nog Pos'I Nag Pon Nag Pot Nag Pos Nog Poe I Nog PCs I Nag 80.0 80.0 150.0 80.0 150.0 80.0 1510 80.0 150.0 80.0 150.0 80.0 150.0 60.0 149.6 80.0 80.0 150.0 80.0 1 150.0 80.0 148.6 60.0 133.9 80.0 123.4 80.0 115.9 80;0 110.6 84.0 80.0 150.0 80:0 150.0 80.0 150.0 80.0 150.0 80.0 1500 80.0 145.8 60.0 138.5 8A0 80.0 150.0 80.8 1 150;0 80.0 139.6 80.0 125.4 80.0 115.2 80.0 107.8 80.0 102.4 96.0 80.0 150.0 80.0 150.0 8D.0 150.0 60.0 150.0 80.0 146.7 80.0 120.5 80.0 113.3 86.0 80.0 150.0 80.0 136.5 80.0 1182 80.0 105.3 80.0 96.0 80.0 89.0 80.0 r83..j 98.0 80.0 150.0 80.0 150:0 80.0 150.0 80:0 150.0 80.0 1427 80.0 117.1 80.0 110.0 96.0 60.0 150.0 80.0 1332 80.0 115.2 80.0 102.6 80.0 93A 80.0 86.5 80.0 81.3 108.0 80.0 150.0 8010 150.0 8010 150.0 80:0 138.7 80.0 125.7 88:0 115.8 108.0 80.0 144.0 80.0 116.9 80:0 1024 80.0 90.8 80.0 82.3 75.9 75.9 114.0 80.0 150.0 80.0 150.0 80.0 146.7 80.0 129.8 8P0 117.3 114.0 80.0 135.5 80.0 111.7 80.0 96.0 80.0 84.4 70.8 78.8 120.0 88.0 150.0 88.0 150:0 80.0 138.0 80.0 121.9 80.0 110.0 120.0 80.0 128.0 80.0 105,3 80.0 90.4 79.8 79,8 72.0 72.0 Maximum design pressure capacity chart(PSF) Maximum design pressure capacity chart(PSF) Series 8100Aluminum LMI Reinforced SOO with 31/2'sfll r1mr Serlas 8100 Aluminum LMI Reinforced SOD with J 1/2-alit riser For unlfslnstelled in Mawnry/Concrete or Metal structure For unlislnstalled In Wood 6(in) W nEnal Single Panel Width(in) Height Nor final Single Panel Width(in) 24.0 30.0 36.0 420 48.0 51.0 60:0 (h) 24.0 30.0 78.0 420 4Pos Neg Pos Nag Pos Nog Pos Nag ID. Nag Pos Nog Pos Nag Pos Nag PCa Nag Pas Nag Pos Abp Pos Nag Pas Nag Pos Neg 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 150.0 100.0 150.0 100.0 149.6 80.0 100.0 150.0 100.0 150.0 100.0 148.6 100.0 133.9 100:0 123A 100.0 115.9 100.0 110.8 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 150.0 100.0 145.8 100.0 138.5 84.0 100:0 150.0 100.0 150.0 100.0 139.6 100.0 125.4 100.0 115.2 100.0 107.8 100.0 102.4 100.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 146.7 100.0 120.5 100.0 113.3 96.0 100.0 150.0 100.0 138.5 100;0 116.2 100.0 105.3 98,0 96.0 89.0 89.0 83.8 83.8100.0150;0100;0150:0100.0150.0 100.0 150.0 142.1 100.0 111.1 100.0 110.0 98.0 100.0 150.0 100.0 133.2 100:0 1152 100.0 102.6 93.4 93.4 86.5 86.5 81.3 1OD.0 150.0 100.0 150.0 100.0 150.0 100.0 138.7 125.7 100.0 115.9 106.0 100.0 144.0 100:0 118.9 100.0 1024 90.8 90.8 82.3 82.3 75.9 75.9 114.0 100.0 150.0 100.0 150.0 100.0 146.7 100.0 129.8 117.3 114.0 100.0 135.5 100.0 111.7 96.0 96.0 84.9 84.9 76.8 76.8120.0 100.0 150.0 100.0 150.0 100.0 138.0 100.0 121.9 110.0 - 120.0 100.0 128.0 100.0 105.3 90A 90.4 79.8 79.8� 72.0 72.0 - - - Maximum design pressure capacW chart PSF Maximum design pressiure capacity chart PS Series 8100Aluminum LMI Reinforced SOD with 4 1/4'slll riser Series 8100 Aluminum LMI:Reinforced SGD with 4 1/4'alll riser For units tnstalted In Masonry/Concrete or Metal structure For units Installad In Wood structure E80.O125.3 Noninal Single Panel Width(In) Height tbmiral Single Panel'V1dlh(In) 24.0 30.0 36.0 42.0 48.0 $1.0 60.0 (�) 24.0 J0.0 38.0 420 46:0 54.0 60.0 s Nag PCs Neg Pas Neg Pos Neg Pas Neg PCs Neg Pos Neg Pos Nag Pas Neg Pos Nag Pos Nag Pos Neg Pos Nag Pos Neg 5.3 150.0 125.3 150.0 125.3 150.0 125.3 150.0 125.3 150.0125.3 150.0 125.3 149.6 80.0 125.3 150.0 125.3 150.0 125.3 148.6 125.3 133.9 123A 123.4 115.9 115.9 110.6 110.6 5.3 150.0 125.3 150.0 125.3 150.0 125.3 150.0 125.3 150.0 125.3 145.8 125.3 138.5 84.0 125.3 150.0 125.3 160.0 125.3 139.6 125.3 125.4 115.2 115.2 107.8 107.8 102.4 102.4 5.3 150.0 125.3 150.0 125.3 150.0 125.3 150.0 125.3 146.7 120.5 120.5 113.3 113.3 96.0 125.3 160.0 125.3 136.6 1182 116.2 105.3 105.3 96:0 98.0 89:0 89.0 83.8 83:85.3 150.0 125.3 150.0 125.3 150.0 125.3 150.0 125.3 1427 117.1 117.1 110.0 110.0 98.0 125.3 150.0 125.3 133.2 115.2 115.2 192.6 102:6 93A 93.4 86.5 88.5 81.3 81.3 5.3 150.0 125.3 150.0 125.3 150.0 125.3 138.7 125.3 125.7 115.9 115.9 - - 1010 125.3 144.0 118.9 118.9 102.4 102.4 90.8 90.8 82.3 82.3 75.9 75.95.3 150.0 125.3 150.0 125.3 146.7 125.3 129.8 117.3 117.3 114.0 125.3 135.5 111.7 111.7 96.0 96.0 84.9 84.9 76;8 76.85.3 150.0 125.3 150.0 125.3 138.0 121.9 121.9 110.0 110.0 - - - 120.0 125.3 128.0 105.3 105.3 1 90A 98.4 79.8 79.8 72.0 72.0 SIGNED: 12/05/2015 7500 AMSTE WinD00r ORLANDO,FA3121632 DRIVL INCORPORATED rm40.48I.0505 mmuindoorinccom '��V•%GENq';9�1�i� �• i 8100 SERIES LMI *� 0 $2b *- REINFORCED & NON-REINFORCED _� � DESIGN PRESSURE CHARTS �� 7�o. TAT OF p DRAWN: DWG NO. REV i4'�S SCALE GATE TJH DS SOOE$74 A // S�QNAL�\\\\\\ NTS 12/04/09 9 OF 24 N(illllll REVISIONS (2) ANCHORS PER LOCATION AT HEAD REV DESCRIPTION DATE APPROVED CLUSTER 120 MAX CLUSTER 4„ CLUSTER A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. .C. 18" MAX 18 MAX r 18" 4,. --{I 6° MAX� MAX �6 MAX 4" 6" MAX 6" MAX 16" MAX 11" O.C. MAX O.C. O O O Number of anchor locations required at hooksb1 p a (1 anchor per location) Z Z z C[ Haight Singlu Pend Wldth(in) (2) ANCHORS (in) 24.0 30.0 36.0 ago 48.0 54.0 60.0 PER LOCATION 80.0 8 8 a e 8 e e AT JAMBS _j Q Q Q p 84.0 a e a 8 s a 8 9 9 9 9 9 9 9 98.0 9 9 9 9 9 9 9 cc: cc 105.0 10 10 10 10 10 10 j > > 114.0 11 11 11 11 11 (1) ANCHOR 120.0 11 11 1t tt 11 PER LOCATION AT HOOK STRIP L- 6" MAX 6" MAX CLUSTER CLUSTER CLUSTER (2) ANCHORS PER LOCATION ANCHORING LAYOUT NON-REINFORCED AND REINFORCED UNITS AT SILL 4PANEL VNITSHOWN.APPLICABLE TO ALL CONFIGURATIONS USING SAMEANCHOR CLUSTERAND PATTERN Number of anchor locations required at am ;head,sill and mullion cluster anchors per location) Single Pand Width(in) SIGNED:12/05/2015 Height 24.0 30:0 36.0 420 48.0 54.0 60.0 (in) 7500 AMSTERDAM DRIVE 1111 I Ill 80.0 Jambs HAS lu4et Ja 66s HIS lu4er Ja fibs HAS /u6 er Ja fibs HAS lu6 er Ja fibs HAS lu6 or Ja Bbs HAS lu6 er Jambs N35 elu6 or W111D OOH ORLANDO,FL 32832 \\\�\\CJ R- I.Q INCORPORATED ''""4MA8134 \�J\ aa.0 s 1 a 6 1 a s z s s z s s 2 6 s z s 8 3 s P-4mAno5w ww v.windoorinccom ••\CENSE•tP 96.0 7 1 4 7 1 4 7 2 6 7 2 s 7 2 6 7 2 6 7 3 s 8100 SERIES LMI *� Mmw se.o 7ta7 1 a 7 z 6 7 2 s 7 z s 7 z s 7 3 sREINFORCED & NON—REINFORCED 108.0 7 147 1 4 7 2 6 7 2 6 7 2 6 7 2 6 - - =•t1a.o e 1a8 1 4 8 2 6 8 z 6 a z 6 - ANCHORING LAYOUT 5120.0 a t a a 1 a a 2 6 8 2 6 a z 6 �� A-, ` DRAWN: DWO No. REv i�'F (0R1pP. TJH 08 SCALE NTS DATE_12/04/09 500810 OF 24 A ///��/S/�NA`1E�G\\� 1' 1° 9/16" 9/16" REVISIONS DATE 3/16" HS 3/16" HS 1/4" HS -- 1/4" HS REV DESCRIPTION APPROVED 0.090" SG 0.075" VANCEVA 0.090" SG 0,075" VANCEVA A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. BY KURARAY BY EASTMAN BY KURARAY BY EASTMAN 3/16" TEMP 3/16" HS 3/16" TEMP 3/16" HS 1/4" HS 1/4" HS EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTEIRIOR OPTIONAL SCREENS SETTING 1l- SETTING 1" SETTING 1„ SETTING 1,. BLOCK BLOCK BLOCK BLOCK TP990 BITE TP990 BITE TP990 BITE TP990 � BITE SIKAFAST SIKAFAST SIKAFAST SIKAFAST 552 552 552 552 GLAZING TYPE A GLAZING TYPE B GLAZING TYPE C GLAZING TYPE D LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT REINFORCED UNITS REINFORCED UNITS REINFORCED UNITS REINFORCED UNITS 3/16" HS 3/16" HS 3/16" HS 0.090" PVB 0.060" SG 0.090" PVB BY KURARAY BY KURARAY BY EASTMAN 3/16" TEMP 3/16" HS 3/16" TEMP 3/16" HS 3/16" TEMP 3/16" HS EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR SETTING 1" SETTING 1" SETTING J1_, BLOCK BLOCK BLOCK TP990 BITE TP990 SITE TP990 BITE SIKAFAST SIKAFAST SIKAFAST552 rT7 m � 00 GLAZING TYPE E GLAZING TYPE F GLAZING TYPE G LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT NON-REINFORCED UNITS NON-REINFORCED UNITS NONREINFORCED UNITS MT SCREEN BOX SCREEN 9/16" 9/16" 9/16" VERTICAL CROSS VERTICAL CROSS 1/4" Hs 1/4" Hs 1/4" Hs SECTION SECTION TO BE USED WITH 2TRACK, TO BE USED WITH 2TRACK WS 0.090" PVB 0.060" SG 0.090" PVB 2TRACKRETRO,3TRACK AND 2TRACK RETRO WS BY KURARAY BY KURARAY BY EASTMAN AND 4TRACK FRAME SYSTEMS FRAME SYSTEMS 1/4" HS 1/4" HS 1/4" HS EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR SIGNED: 12105/2015 1 --1 7500 AMSTERDAM DRIVE 111 I I I/ SETTING 1" SETTING1„ SETTING 1„ WinDoor ORLANDO,FL32832 \\`\�5 R. �LQ / BLOCK BITE BLOCK If�I BLOCK INCORPORATED "b--01A81.B410 \`\V\ �9ze BITE TP990 TP990 LJ TP990 BITE F--407.481.050 wwwmindoocimmm `,v�.��6E�(S 8100 SERIES LMI _* 0 61 it SIKAFAST SIKAFAST SIKAFAST REINFORCED Ix NONREINFORCED 552 552 552 GLAZING DETAILS '.:- .JO• TAT OF B:' GLAZING TYPE H GLAZING TYPE 1 GLAZING TYPE) DRAWN; DWG N0. REV :c4 IMPACTLARGE MISSILE IMPACT LARGE MISSILE 08 NON- REINFORCED UNITS NON REINFORCED UNITS NON REINFORCED UNITS scale NTS DATE 12/04/09 SHEET 11 OF 24 A ,//'ss/O jA j1 �G\\` REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 2 3/8" 5/8" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. MIN EDGE DISTANCE �SEPARATION EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN EMBEDMENT BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SEALANT #14 WOOD SCREW 1 7/16" MIN 1/4" MAX EMBEDMENT ' SHIM SPACE Qn O O � INTERIOR EXTERIOR IVI 5/8" MIN EDGE DISTANCE Q INTERIOR T 2 3/8" d O O MIN SILL TO BE SET SEPARATION EXTERIOR IN A BED OF APPROVED SEALANT #14 WOOD SCREW 5/8" MIN EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING BACKER ROD OR 2X BUCK & APPROVEDBY OTHERS SEALANT 1/4" MAX _ SHIM BRACE BACKER ROD ,IAMB INSTALLATION DETAIL WOOD FRAMING - & APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK 1 7/16" MIN SEALANT BY OTHERS EMBEDMENT 5/8" MIN 2 3/8 5/8" MIN EDGE DISTANCE SEPMIIATION EDGE DISTANCE VERTICAL CROSS SECTION SIGNED:12/05/2015 WOOD FRAMING OR 2X BUCK INSTALLATION WinD o o r 7500 AMSTERDAAI DRIVE \�\lll I I l l////7 ORLANDO,FL 32832 \\ IR L p INCORPORATED F-IMAHIAsOs wmm windoocincmm `r•• EN6, 8100 SERIES LMI _1k� p g2( !r- NOTES: REINFORCED & NON-REINFORCED - 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 2 TRACK SYSTEM 0; STATE OF •�� NOT SHOWN FOR CLARITY. i O• :W� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV �iic�`•F�pRIOP•\��� DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE NTS GATE 12/04/09 08-00874SE'12 OF 24 A ///If ONALIE�G\\` REVISIONS REV DESCRIPTION DATE APPROVED 1" MIN 2 3/8 1" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L EDGE DISTANCE SEPARATION EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SEALANT 1/4" SELF TAPPING SCREW 1/4" MAX METAL SHIM SPACE STRUCTURE BY OTHERS I INTERIOR EXTERIOR 1" MIN � EDGE DISTANCE INTERIOR T_ O O 02 3/8" d MIN EXTERIOR SILL TO BE SET SEPARATION IN A BED OF APPROVED SEALANT 1/4" SELF TAPPING 1" MIN SCREW EDGE DISTANCE SCREW ELF TAPPING BACKER ROD & APPROVED SEALANT 1/4" MAX JAMB INSTALLATION DETAIL SHIM SPACE BACKER ROD METAL & APPROVED METAL STRUCTURE INSTALLATION STRUCTURE SEALANT BY OTHERS 1" MIN 2 3/8 1" MIN EDGE DISTANCE MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION SIGNED:72/05/2075 METAL STRUCTURE INSTALLATION WinD o or ORLANDO FL 32832AMSTERDI 20 \\\\ R I II Q�/ INCORPORATED F'.4W.481.0505 www.windoodnc.mm `�V,•�\ SF,tP 8100 SERIES LMI �* 0 61 •*= NOTES: REINFORCED & NON-REINFORCED f�' .1 1. INTERIOR AND EXTERIOR FINISHES, INSTALLATION DETAILS 2 TRACK SYSTEM TAT OF �� NOT SHOWN FOR CLARITY. DRAWN: Dwc NO. REv o••;c( P.•j��� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE i \� DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE NTS DATE T2/04/09 08 s00E813 OF 24 A ////ssl�ijlAli� "N'N 2 1/2" MIN 2 3/8 2 1/2" MIN REVISIONS EDGE DISTANCE MIN EDGE DISTANCE REV DESCRIPTION GATE I APPROVED SEPARATION MASONRY/ A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. CONCRETE BY OTHERS44 1 1/4" OPTIONAL 1X BUCK " •e MIN EMBEDMENT SEE NOTES 3 - 7 SHEET 1 BY OTHERS 1/4" MAX SHIM SPACE BACKER ROD 1 1/4" MIN 1 4 / " MAX & APPROVED SEALANT EMBEDMENT SHIM SPACE 1/4" ITW TAPCON 2 1/2" MIN INTERIOR EDGE EXTERIOR DISTANCE TYT INTERIOR ,a 2 3/8" a 0 Q MIN SILL TO BE SET SEPARATION EXTERIOR IN A BED OF APPROVED SEALANT 1/4" ITW TAPCON 2 1/2" 1/4" ITW TAPCON MIN EDGE BACKER ROD DISTANCE °• MASONRY/CONCRETE & APPROVED SEALANT BY OTHERS OPTIONAL 1X BUCK 1/4" MAX OPTIONAL 1X BUCK SEE NOTES 3 - 7 SEE NOTES 3 - 7 { SHIM SPACE BACKER ROD SHEET 1 SHEET 1 & APPROVED BY OTHERS BY OTHERS SEALANT 1 1/4" JAMB INSTALLATION DETAIL MASONRY/ + " �,• MIN EMBEDMENT CONCRETE/MASONRYINSTALLATION CONCRETE + t. BY OTHERS -fes 2 1/2" MIN 2 3/8 2 1/2" MIN EDGE DISTANCE MIN SEPARATION EDGE DISTANCE SIGNED:12105/2015 VERTICAL CROSS SECTION ;,,�7� 7500 AMSTERDAM DRIVE CONCRETE/MASONRYINSTALLATION WinDoor loor ORLANDO,PL 32832 \`\��S IIC INCORPORATED Iro°^= "81•��" �NJx F-407AI.03133 w .windoodmcom `r••��6E1V SF,s i 8100 SERIES LMI _fir41.p NOTES: REINFORCED & NON-REINFORCED (� 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 2 TRACK SYSTEM ATE OF '�+ NOT SHOWN FOR CLARITY. i O. lV 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE DRAWN' DWG N0, REVTJH i'F•'�(pRIOP;•�Z'� DESIGNED IN ACCORDANCE WITH ASTM E2112 scAE NTS GATE 12/04/09 08 5008,4 OF 24 A ,,/,/�S�IOfNAjl�?G```\ Ar REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN 4 3/4" MIN 5/8" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. EDGE DISTANCE SEPARATION EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN EMBEDMENT BACKER ROD 1/4" MAX & APPROVED I I SHIM SPACE SEALANT #14 WOOD SCREW 1 7/16" MIN 1/4" MAX EMBEDMENT SHIM SPACE EXTERIOR #14 WOOD SCREW 5/8" MIN INTERIOR EDGE DISTANCE WOOD FRAMING SILL TO BE SET OR 2X BUCK IN A BED OF BY OTHERS APPROVED SEALANT 4 3/4" MIN INTERIOR #14 WOOD SCREW SEPARATION BACKER ROD 5/8" MIN & APPROVED 1/4" MAX SEALANT �7ACE EDGE DISTANCE WOOD FRAMING T_ EXTERIOR OR 2X BUCK i 7/16" MIN BY OTHERS EMBEDMENT BA KKR ROD JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION 5/8" MIN ��4 9/16" MIN 5/8" MIN EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:12/05/2015 W111Door ORLANDO, L32832 uve \\\\\\S 1R Il�/o INCORPORATED F-o7.a imos www.windoodnc.com •�\GENS�q�(f�ii 8100 SERIES LMI `*% o„g26 ik— NOTES: REINFORCED & NON—REINFORCED � 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 3 TRACK SYSTEM ��o TAT OF •�� NOT SHOWN FOR CLARITY. i O•� ;�w� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWO NO. REV �� ;�(0R1pP \� DESIGNED INACCORDANCE WITH ASTM E2112 scuE NTS DATE 12/04/09 08 5008'5 OF 24 A ,,��s/�ijlAi�ll� N��`` REWSIONS REV DESCRIPTION DATE APPROVED 1" MIN 4 3/4" MIN 1" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. EDGE DISTANCE SEPARATION EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SEALANT 1/4" SELF TAPPING SCREW METAL STRUCTURE 1/4" MAX BY OTHERS r SHIM SPACE EXTERIOR 1" MIN I 1/4" SELF TAPPING EDGE SCREW INTERIOR DISTANCE SILL TO BE SET IN A BED OF APPROVED SEALANT 4 3/4" MIN INTERIOR 1/4" SELF TAPPING SEPARATION SCREW BACKER ROD & APPROVED SEALANT7n F 1" MIN 1/4" MAX EDGE DISTANCE METAL SHIM SPACE STRUCTURE �— EXTERIOR BY OTHERS � BACKER ROD JAMB INSTALLATION DETAIL & APPROVED METAL STRUCTURE INSTALLATION SEALANT 1" MIN 4 9/16" MIN 1" MIN EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:12/05/2015 7� 7500 AMSTERDAMDRIVG W1nD o 0 r ORLANDO,FL 32832 INCORPORATRD r<am"si.wns v .%vindoorincmm `�r�•y�CEA1S6`��jsi+ 8100 SERIES LMI _1k.�/� NOTES: REINFORCED & NON-REINFORCED =,p�ytk� 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 3 TRACK SYSTEM ��D-_ STAT OFNOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE ZZ DRAWN: TWO NO. REv ��'�`�•;�(pRIQN..,0 DESIGNED INACCORDANCE WITHASTM M12 TJH NTS DATE 12/04/09 08 500816 OF 24 A /,'/ssJ1p11jiI.11��G\\` REVISIONS 2 1/2" MIN 4 3/4" MIN 2 1/2" MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE SEPARATION EDGE DISTANCE A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. MASONRY/ CONCRETE ° BY OTHERS 1 1/4" OPTIONAL 1X BUCK a ' i ° MIN EMBEDMENT SEE NOTES 3 — 7 SHEET 1 BY OTHERS 1/4" MAX SHIM SPACE BACKER ROD & APPROVED SEALANT 1 1/4" MIN 1/4" MAX 1/4" ITW TAPCON EMBEDMENT SHIM SPACE i 2 1/2" 1/4" ITW TAPCON EXTERIOR MIN INTERIOR EDGE DISTANCE MASONRY/CONCRETE BY OTHERS ' OPTIONAL 1X BUCK SILL TO BE SET ,d SEE NOTES 3 — 7 IN A BED OFF] SHEET 1 APPROVED SEALANT 4 3/4" BY OTHERS MIN 1/4" ITW TAPCON SEPARATION INTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK 1/4" MAX 2 1/2 SEE NOTES 3 — 7 F SHIM SPACE MIN EDGE SHEET 1 DISTANCE -1— • '' EXTERIOR BY OTHERS I 1 1/4" BACKER ROD JAMB INSTALLATION DETAIL MASONRY/ & APPROVED +' a a•. MIN EMBEDMENT SEALANT CONCRETE/MASONRYINSTALLATION CONCRETE •�, � " BY OTHERS 2 1/2" MIN 4 9/16" MIN 2 1/2" MIN EDGE DISTANCE SEPARATION EDGE DISTANCE SIGNED: 12/05/2015 VERTICAL CROSS SECTION 7500 AMSTLIRDAM DRM CONCRETE/MASONRYIHSTALLATION WinD oor ORLANDO,PL 32832 \\\\�S R• L 0�7�/� INCORPORATED Pb- ,18MW \�\l�•'" ' �•9 r-407.481.0505 wmw.windoodnamm `�,�•�\C ENS%*,tP i 8100 SERIES LMI _1k• 0 g26 * NOTES. REINFORCED & NON—REINFORCED' �•o 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 3 TRACK SYSTEM TATHH OF NOT SHOWN FOR CLARITY. O• V� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE \ DRAWN: DWG N0, REV /�'F•:c(O RIpP•���� DESIGNED IN ACCORDANCEWITHASTMER112 scaE NTS DATE 12/04/09 08 500E874 OF 24 A ,/,'�SS�D�A�1��G\\\ REVISIONS REV DESCRIPTION DATE APPROVED 5/8" MIN5/8" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. EDGE DISTANCE 7 1/8" MIN SEPARATION --�EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN EMBEDMENT BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SEALANT ILA Gi 1 7/16" MIN 1/4" MAX EMBEDMENT SHIM SPACE #14 WOOD SCREW 5/8" MIN �j14 WOOD SCREW n EDGE DISTANCE OV WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS INTERIOR OINTERIOR 7 1/8" SILL TO BE SET MIN IN A BED OF SEPARATION APPROVED SEALANT � #14 WOOD SCREW L� EXTERIOR BACKER ROD & APPROVED 1/4" MAX 5/8" MIN SEALANT r SHIM SPACE EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 7/16" MIN BY OTHERS EMBEDMENT BA CER ROD JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION 5/8" MIN _6 15/16" MIN SEPARATION J 5/8" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12/05/2015 WinDoor ORLANDO,IFLLA32TBDRIV[i \\\\��11111Co INCORPORATED i-4M. I.0505� www.windoorinc.mm 8100 SERIES LMI =tkI o g�(� NOTES: REINFORCED & NON-REINFORCED 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, INSTALLATION DETAILS 4 TRACK SYSTEM �� �= NOT SHOWN FOR CLARITY. �O.• AT 0 F• 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE nl� OWG NO. REV / .••C0R1'01t' DESIGNED IN ACCORDANCE WITH ASTM E2112 12/04/09 08-00874 OF 24 A /�ijA11�NG\\\\ REVISIONS REV DESCRIPTION DATE APPROIED MIN 1" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. EDGE DISTANCE 7 1/8" MIN SEPARATION - EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD 1/4" MAX & APPROVED SHIM SPACE METAL SEALANT STRUCTURE BY OTHERS 1/4" MAX 1/4" SELF TAPPINGl SHIM SPACE SCREW 1" MIN 1/4" SELF TAPPING EDGE SCREW ODISTANCE EXTERIOR INTERIOR 0 071/8„ INTERIOR SILL TO BE SET MIN IN A BED OF SEPARATION Q APPROVED SEALANT 1/4" SELF TAPPING O SCREW BACKER ROD E EXTERIOR & APPROVED SEALANT 1" MIN 1/4" MAX EDGE DISTANCE METAL _� SHIM SPACE STRUCTURE BY OTHERS BACKER ROD JAMB INSTALLATION DETAIL & APPROVED METAL STRUCTURE INSTALLATION SEALANT I" MIN EDGE DISTANCE 6 15/16" MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 12/05/2015 WinDoor 7.500 AMSTERDAMDRIVL ORLANDO,FL 32632 \\\ r� R• Q ��� INCORPORATED Fb-407ASI.8iaa F=a Ag"505 w .windoorimcom "`_4 8100 SERIES LMIo NOTES: REINFORCED & NON-REINFORCED — (,,.f8� 1. INTERIOR ANDEXTERIOAFINlSHES,BYOTHERS, INSTALLATION DETAILS 4 TRACK SYSTEM %1• T-AT 6 �� NOT SHOWN FOR CLARITY DRAWN: 0w0 No. REv �'c••'c( P.'y� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE TJH 08-00874 A �iFs••ORI�•G\\\� DESIGNED INACCORDANCE WITH ASTM E2112 SCALE NTS DATE 12/04/09 SHEET 19 OF 24 ,��!ij/Dlijjiil�N�\\ Ar REVISIONS 2 1/2" MIN 7 1/8" MIN SEPARATION 2 1/2" MIN REVDESCRIPTION DATE I APPROVED EDGE DISTANCE EDGE DISTANCE A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. MASONRY/ CONCRETE a BY OTHERS OPTIONAL 1X BUCK .,, MIN EMBEDMENT SEE NOTES 3 – 7 SHEET 1 BY OTHERS 1/4 MAX 1/4' MAX SHIM SPACE 1 1/4" MIN SHIM SPACE EMBEDMENT BACKER ROD & APPROVED J_ SEALANT 2 1/2" 1/4" ITW TAPCON MIN 1/4" ITW TAPCON EDGE MASONRY/CONCRETE Q O DISTANCE vi. BY OTHERS OPTIONAL 1X BUCK EXTERIOR ` SEE NOTES 3 – 7 SHEET 1 INTERIOR BY OTHERS lo INTERIOR SILL TO BE SET MIN IN A BED OF SEPARATION Q APPROVED SEALANT 1/4" ITW TAPCON a BACKER ROD •a & APPROVED E EXTERIOR SEALANT OPTIONAL 1X BUCK 1/4" MAX 2 1/2 SEE NOTES 3 – 7 ` SHIM SPACE MIN EDGE SHEET 1 DISTANCE BY OTHERS �— a: , ;,�/4„ BACKER ROD JAMB INSTALLATION DETAIL MASONRY/ ♦ MIN EMBEDMENT & APPROVED CONCRETE/MASONRYINSTALLATION CONCRETESEALANT BY OTHERS '"' �' ION—_-- 2 1/2" MIN 6 15/16" MIN SEPARAT - 2 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 12/05/2015 CONCRETFIMASONRYINSTALLATIONy� 7500AMSTERDAIMDRIVE R 11111III//�/• WznD o Or ORLANDO,FL 32832 L 0 INCORPORATED i2"–. .481.94 �\J\ •• •.'�9/�� F-407A81.0505 w .windoodnccom `V,•�\G ENS�,tP 8100 SERIES LMI * 61 *_ NOTES: REINFORCED & NON–REINFORCED _.04m, 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 4 TRACK SYSTEM ��p• TAT OF •t'z NOT SHOWN FOR CLARITY. d 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: ND. Rei j, •;c.0 R Dwc DESIGNED INACCORDANCE WITHASTME2112 TJH 08-00874 A �!/sS� Sc"LE NTS JOATE 12/04/09 ISHEET20 OF 24IIII�O\\ IAlL REVISIONS REV DESCRIPDON GATE APPROVED 5/8" MIN 4 5/8" MIN 5/8" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. EDGE DISTANCE SEPARATION � �EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 11 EMBEDMENT EMBEDMENT SHIM SPACE BACKER ROD 1/4" MAX & APPROVED SHIM SPACE 5/8" MIN SEALANT EDGE DISTANCE #14 WOOD SCREW {f14 WOOD SCREW O O 4 MINN SEPARATION EXTERIOR 1E INTERIOR va OSILL TO BE SET WOOD FRAMING IN A BED OF OR 2X BUCK APPROVED SEALANT BY OTHERS INTERIOR #14 WOOD SCREW a BACKER ROD & APPROVED 1/4" MAX 5/8" MIN SEALANT SHIM SPACE EDGE DISTANCE WOOD FRAMING 9 T_ EXTERIOR OR 2x BUCK t 1 MIN JAMB INSTALLATION DETAIL BY OTHERS EMBEDMENT BACKER ROD & APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT 5/8" MIN4 5/8" MIN 5/8" MIN EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12105/2015 W ,, D 7500 AMSTERDAM DRIVE 1riD ORLANDO,FL 32832 \\ s R• t Q INCORPORATED 1%-.Q7A"I34D° C, 11=47A U0505 wmwindoodnccom `v•'\ ENSU•J+/i 8100 SERIES LMI fit• o NOTES: REINFORCED & NON—REINFORCED E 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 5 TRACK SYSTEMJR :�0::•'' TAT OFNOT ,>y� 2. PERIMETER ANDWN JOINTSEALANTBYOTHERS TOBE DRAWN: DWO NO. � •:[OIO • 'Z'��DESIGNED IN ACCORDANCE WITHASTME2112 2/04/09 08 sOoET24pF 24 NAt RENSIONS REV DESCRIPTION DATE APPROVED 1" MIN 4 5/8" MIN 1" MIN A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. EDGE DISTANCE SEPARATION EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4" MAX STRUCTURE —� METAL SHIM SPACE BACKER ROD 1/4" MAX BY OTHEFS & APPROVED SHIM SPACE 1" MIN SEALANT EDGE uv DISTANCE 1/4" SELF TAPPING SCREW 1/4" SELF TAPPING IP SCREW O D 4 5 MINN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT INTERIOR 1/4" SELF TAPPING SCREW BACKER ROD & APPROVED SEALANT 1" MIN 1/4" MAX EDGE DISTANCE SHIM SPACE METAL EXTERIOR STRUCTURE �- JAMB INSTALLATION DETAIL BY OTHERS BACKER ROD & APPROVED METAL STRUCTURE INSTALLATION SEALANT 1" MIN 4 5/8" MIN 1" MIN EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:12/05/2015 W 1111JOOr ORLANDO,MAMFL 32832 VE ����\9+R IILp//i/'i INCORPORATED K-4WA91.&Im ��J� 4f Pax Jf1'lAXIA505 mwm windoounc.com =��••��CiENS -.0 8100 SERIES LMI 4-TAT NOTES. REINFORCED & NON—REINFORCED �1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 5 TRACK SYSTEM €"_��"� �� o� OE w�� NOT SHOWN FOR CLARITY. i O 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REv �i��' ;Z p RIOP GN� DESIGNED INACCORDANCE WITHASTME2112 SCALE NTS DATE 12/04/09 TJH08 50022 OF 24 A / s//1i1jlAlll0��\\` I NIF 2 1/2" MIN 4 5/ REVISIONS8" MIN 2 1/2" MIN REV DESCRIPTION DATE APPROVED EDGE DISTANCE SEPARATION EDGE DISTANCE A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. MASONRY/ CONCRETE " BY OTHERS 1 1/4" OPTIONAL 1X BUCK MIN EMBEDMENT 1 1/4" MIN SEE NOTES 3 — 7 EMBEDMENT /4" MAX SHEET 1 L_ I SHIM SPACE BY OTHERS 1/4" MAX 2 1/2" SHIM SPACE MIN EDGE BACKER ROD DISTANCE & APPROVED SEALANT •v 1/4" ITW TAPCON 1/4" ITW TAPCON ILLLZLJI F:.,. O O 4 5/8" v• MIN SEPARATION EXTERIOR ° vy INTERIOR O 0 MASONRY/CONCRETE _ SILL TO BE SET BY OTHERS .a IN A BED OF OPTIONAL 1X BUCK APPROVED SEALANT SEE NOTES 3 — 7 °•a•.•a INTERIOR 1/4" INV TAPCON SHEET 1 a BY OTHERS BACKER ROD & APPROVED SEALANT ME:- 1/4" MAX 2 1/2„ a . OPTIONAL 1X BUCK SHIM SPACE MIN EDGE SEE NOTES 3 — 7 DISTANCE BY OTHERS —� t EXTERIOR BACKER ROD 1 1/4" & APPROVED JAMB INSTALLATION DETAIL MASONRY/ y' a o ' . °° MIN EMBEDMENT SEALANT CONCRETE/MASONRYINSTALLATION CONCRETE v 4v' •v BY OTHERS 2 1/2" MIN 45/8" MIN 2 1/2" MIN EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 12/05/2015,„7� CONCRETE/MASONRYINSTALLATION iYI11JDoor ORLANDO,O,FL3�2832DAM VC INCORPORATED JU-407.481•13 Pay 407•481.0505 w .wlndoodnc.mm ��V�•��6 E N S�,'9J+.% 8100 SERIES LMI fit• 0 61 NOTES: REINFORCED & NON—REINFORCED 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS 5 TRACK SYSTEM ��• TAT OF NOT SHOWN FOR CLARITY DRAWN: WO NO. REV ���'��•;�L ORIOP•\���� 2. DESIGNED IANDJOINTSEALATHASTT BY E2112ERS BE TJH 08-00874 A S \ DESIGNED IN ACCORDANCE WITH ASTME2112 SCALE NTS DATE 12/04/09 SNEEr23 OF 24 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED 5T AND WOOD CHARTS 12/04/15 R.L. 1/4" MAX 1/4" MAX 1 1/4" MIN SHIM SPACE SHIM SPACE EMBEDMENT 1/4" MAX 1 7/16" MIN SHIM SPACE EMBEDMENT ' 5/8+ MIN 1" MIN EDGE DISTANCE EDGE DISTANCE • 2 1/4" #14 WOOD SCREW #14 SELF TAPPING 1/4" ITW TAPCON MIN SCREW EDGE r T DISTANCE EXTERIOR EXTERIOR EXTERIOR METAL STRUCTURE MASONRY/CONCRETE BY OTHERS BY OTHERS �IWOOD FRAMING OPTIONAL 1X BUCK OR 2X BUCK �1 SEE NOTES 3 — 7 INTERIOR BY OTHERS INTERIOR INTERIOR SHEET 1 BY OTHERS POCKET HOOK STRIP POCKET HOOK STRIP POCKET HOOK STRIP WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION CONCRETEIMASONRY INSTALLATION SIGNED: 12/05/2015 RLANDOE�328DRIVP WinDoor OR , \ INCORPORATED Fb..or.81.W \\J� 41,9 Pom407AHU505 V ,windoorinmcom `v,•-\GENSF,tS� 8100 SERIES LMI ;*�/f�p 626J1r � NOTES: REINFORCED & NON-REINFORCED =,o+ttir, w)—.;. _= 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, POCKET HOOK STRIP INSTALLATION DETAILS ��O n TAT OF —� NOT SHOWN FOR CLARITY DRAWN: TWO N0. REV �'��• 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE F . 0 RIO,•\�\\ DESIGNED IN ACCORDANCEWITHASTME2112 SCALE N75 PATE 12/04/09 08-008745" 24 OF 24 A /1jjilVl�aG\\\