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PRODUCT APPROVAL EXTERIOR DOORS
`Florida Building"Code Onhine .,` ecis Home i Log In : UsertRegistration" Hot Ti dbProductApproval USER Public User P odvc[-'Aoamx' �1an > Product or Ap .L11 i�cn Seas FL # APPIicaUon Type. Code Version; Apglicatwn Statds Comments` Archived Product Manufacturer° Address/PhoneJEmat Authorized Signature Technical Representative' Adilmss/PhoneJEmail, Quality Assurance,Representative Add ress/Phone/Email Category; Subcategory Compliance Method Certification Agency. Validated By Referenced Standard and,Year (of Star Equivalence of Product Standards Certified By Product'Approval Method Date Submitted Date Validated http://floridabLiiidilxg.brg/pr/pr app ci s Page G-CANI E ; (gy . Ld, _ a pits Submit Surcharge- Rain & facts ; Publications FDC Stafr r.`60S:Stte,Map'' Unks "SearctCl. h >%Aopkatldn List > Application Detail fL22401 New. L017 . Approved *Approved, by DBPR. Approvals, by, DBPRsiail,be reviewed, and ratified by'oe;POC and/or'the'Commission If necessary, "MI`Windorrs and Doors 6s0'West:maikeE Street Gratz;:-PA'17030' (717),365-3300 Ext 2560,: . bsitlinger@rniwtl.com ' Brent Sitlinger` : bsitlinger tl miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American' Architectural Manufacturers Association Steven M. IJrich, PE ` , ValidationChecklist - Flardcopy Received Year AAMA 506 2011 AAMA%WDMA/CSA 101/i.S.2/A440 2008 AAMA/WDMA/CSA 1011I.S.21A440 2015 ASTM E1886 2005 ASTM E1996 2012 Method 1, Option A 06/08/2017 06/21/2017 Florida"Building Code Online Date Pending FBC Approval Date Approved of 66/29/2017 Page 2 of 3 FL # ? Model;.Numger`or Name Description 22401.1 Series 120/13�1140'Aluminum Series 120/130/140 Aluminum Sliding Glass Door- Non - Sliding Glass boor Impact Limits of Use Certification. Agency Certificate Approved for use in HVHZ: No FL22401 RO' C CRC 16368.odf Approved for use outside HV,AZ5 Yes FL22101 R0 C CA i6371�5df • Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/02/2022. . Other: Refer to Installation Drawing Installation Instructions - FL22401 RO I1 0�-03087.0df Verified By; LUIS ROBERTO LOMAS 62514 Created' by Independent Third ,Party: Yes Evaluation.Reports FL,72401 RO- AE'_b'g7df Created by Independent Third Party: Yes 0� "22401.2 Series:120/13 /140•Aluminum Series 120/130/140 Aluminum Sliding Glass Door (OXO)' Sfiding,Glass Door Non -Impact ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC' 16366.0df Approved for use outside HVHZ: -YE s FL2.2401 R0 C.CAC 16372.otif impact Resistant: No Quality Assurance Contract Expiration Date 'Design Pressure: N/A 92/08/2022 Other: Refer to Installation Drawing, InstallationInstructions FL22401 RO II 0_89.ddf . Verified By; LUIS ROBERTO COMAS 62514 Created ;by Independent Third Party: Yes Evaluation Reports EM401Rtl AF 513978.ndf. . created 'by Independent Third Party: Yes. 22401.3 Series 120/130/.140,Aluminum `Seriesi.120/130/140 Aluminum Sliding Glass Door - Impact Sliding Glass floor, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C- CAC .16369.od Approved for use outside HVHZ: Yes FL724,0_i R0 C CAC 16370.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A, 11/29/2021 Other: Refer to Installation Drawing Installation Instructions FI-2240.1 RO II 08-03086.ndf Verified`, By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports F122401 R0 RE 513 75.Qdf Created, by Independent Third Party: Yes, 22403.4 Series 120/13;0/140 Aluminum Series.120/130/140 Aluminum Sliding Glass Door (OXO) - Sliding Glass boor Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL224 1 R0 C CAC t63ti7.odf Approved for use outside HVHZ: Y s F1-22401 RO C CAC 163712 f Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/19/2021 Other: Refer to Installation Drawing Installation Instructions. f122a01 RO II 08-03088.Ddf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 51 977,odf Created by Independent Third Party: Yes Back Hext Contact Us.:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 650.487-1824 The State of Florida is an AA/EEO employer. I rvrinht 2007-2013 51a1e of Florida.:: RdYaQ Statement :: Accessibility Statement :: Rehmd'StatemenC Under Florida law, email addressesare public records. If you do not want Your e-mail . address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. -Pursuant to Section 455.775(1), Florida Statutes, effective Ober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for ofridal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whlch can be made available to the public. To determine if you are a licensee under Chapter 455,.F.s., please dick here . littp://floridabuilding,orglpr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvL7WPh33iXNArQ... 11 /15/2017 NOTES: 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. 1 X BUCK -OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE.SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, ANCHORS 'SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2. "'OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR-OTHER_STRUCTURAL SUBSTRATE.. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY 'OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR'FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. 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. 11. FRAME MATERIAL: EXTRUDED ,ALUMINUM 6005—T5.- 12.UNITS MUST BE. GLAZED:PER',ASTM E1300-04/09, SEE SHEET 24 FOR' GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND 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 3/V MINIMUM EMBEDMENT INTO . SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: PENSIONS REV I DATE I APPROVED 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN 'ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 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. 17. ALL FASTENERS TO BE CORROSION RESISTANT, 1B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI, C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,DOOPSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048 THICK MINIMUM 19. APPROVED CONFIGURATIONS: OX, XO, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, DIX XIO, PIIX, XIIP, XIIX, OIIX, XIIO, PIIIX, XIIIP 20.DOOR ASSEMBLIES INSTALLED 1N AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE, OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 TABLE OF CONTENTS SERIES 120/130/140 ALUMINUM SLIDING ��dGLASS DOOR _ IMPACT SHEET NO,. DESCRIPTION NOTES 2 - 3 1 ELEVATION. ANCHORING LAYOUTS AND CHARTS A R.S. VIEWS — :23 I 'INSTALLATION DETAILS 24 1 GLAZING AND SILL RI 08-03086 NTS I D"YE 04/13/17 1 SHEETI OF 24 L. ROBBERTO LCUAS P.E. 1432 V/OODFORD RD LEVOSVILLE NO 27023 434883-0609 rP0nl0S@H0MlSp0.c0- SIGNED: 0611412017 r ••\�Q EN'. Or r. TATE OFSO ; Luis R. Lomas P.E. FL No.: 62514 191" MAX FRAME WIDTH 6" MAX --I MAX 16"O.C. 6" MAX --I I I � 5" MAX 9s" is MAX MAX O.C. FRAME HEIGHT I 00 I I 0 I � 0 Ix 1 X L ( 1 6 MAX - ... SERIES 120 ALUNIINUM SLIDING GLASS DOOR - IMPACT 2, 3; & 4. TRACK (OXXX) EXTERIOR VIEW WITH.STANDARD SILL DESIGN PRESSURE RATING IMPACT RATING +15.0%55.OPSF - LARGE AND SMALL MISSILE IMPACT WITH 2 518' R 3.112' SILL EXTENDERS DESIGN PRESSURE' RATING IMPACT RATING ±55.0PSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONES MISSILE LEVEL D, WIND ZUNE 3 WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED NOTES: 1. MAXIMUM PANEL SIZE: 46 5-B" x 93112' 2. MAXIMUM D.L.O.. 40 51B x 85 fP2" WITH STANDARD SILL. 2 518" B 3112`SILL EXTENDERS DESIGN iPRESSURE RATING, I IMPACTRATING ±55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE $ WHERE WATER PENETRATION RESISTANCE ;IS NOT REQUIRED (2) 'ANCHORS PER LOCATION SEE CHARTS #1 $2 do #3 FOR NUMBER OF LOCATIONS REVISIONS OESCRIPTION DATE i APPROVED Number of anchor locations required (2 anchors perlocation Frame Fmme Width in Height (in) 49.00 H d S' 1G0.00 Jamb H 8 S Jamb 72.00 H A S Jamb 84'00 H d-S Jamb 96.00 I H A S I Jamb 80.00 4 6 4 6 5. 6 6 8 7 6 84.00 4 6 4 6 5 6 6 6 7 6 90.00 4 6 4 6 5 8 6 6 1 7 6 S6.00 4 7 4 7 1 5 7 6 1 7 1 7 7 Number of anchor locations required 12. anchors per location Frame He lght T•mmo Width (in) 72.00 90.00 108.00 120.00 144.00 (in) H d S Jamb H d S Jamb H 8 S Jamb H A S Jamb H 8. S Jamb 80.00 5 fi 8 6 7 6 9 8 10 6- 84 00 5- 6 6. 8 1 6 9 5 10 6 90.00 5 6 b 6 7 6 0 5 10 6. W..5 7 i 6 Number of anchor locations required (2 anchors per location) Frame Height (In)SHJamb Frame Width in 96.00 12A HBS. 00 Jomb. 144.00 HaS Jamb 188.00 H6S Jamb 192.00 H8SJamb 80:0 8 6 10 8 11 fi 13 0 8 6 10 fi 11 8 13 6 90.06610 6 11 66.0 a 7 f0 7 MI WINDOWS AND DOORS LLC 65D WEST MARKET STREET GRATL PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - IMPACT ELEVATION DRAWN: D'80 NO. R.S. 06-030136 'E NTS DATE 04/13/17 9"EET2 OF 24 L. RODERTO LOMASRE. 1432 WOODFORD RD LE WISVILLE, NO 27023 434.688.0605 rliornssO�+Ionras;.e.com SIGNED: 0611412017 (CI0M//���i �,•�'�cENSF'9cr�:• it � r�10„g251"4 !.�pa�;• F�OR10¢• ����� s/11NA I"0G\\` Luis R. Lomas P.E. FL ND.: 62514 6 I I 1. i I I I I 96" I MAX I M FRAME HEIGHT j POCKET UN I SEPARATE TO BE REV] i BUILDING O 6" AX 191'" 'MAX FRAME WIDTH „I MAX I` I MAX60.C. 6" MAX --I MAX 00 Y/ 16" O.C. - DER EWEDBY FFICIAL MAX WITH STANDARD SILL. FINLESS &FLANGE DESIGN PRESSURE RATING IMPACTRATING +15.0! 55.OPSF LARGE AND SMALL - - A416SILE IMPACT ION WITH HOOK STRIP WITH 2 5i8' & 8 1.12° SILL EXTENDERS DESIGN PRESSURE RATING I IMPACT RATING ±55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D;WIND .ZONE3 MISSILE LEVEL D, WIND ZONE 3 WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED "WITH STANDARD SILL, 2 5!8" & 3 11Z SILL EXTENDERS NOTES: 1. MAXIMUM PANEL SIZE: 465!8'x93IN' 2. MAXIMUMD.L.O.i40518"x8512" DESIGNPRESSURERATING. . IMPACT RATING +55.OP$F - LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D, WINU ZONE 3 WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED REVSIONS REV _ DESCRIPTION DATE I APPROVED I HOOK STRIP (1) ANCHOR I PER LOCATION i SEE CHART I SHEET 2 FOR 1 NUMBER OF I LOCATIONS I I I I I POCKET UNDER I SEPARATE APPROVAL I TO BE REVIEWED BY I BUILDING OFFICIAL I I I \ ---------- HEAD AND SILL (2) ANCHORS PER-LOCATION,-SEE-CHART-#-1, FOR NUMBER OF LOCATIONS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030' SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT ELEVATION DRAWN: D'80 ND. R.S. 08-03086 g—E NITS DAB 04/13/17 S"EET3 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEVIISVILLE NC 27023 434 CBS-005 rlcma694bma$Pe-=v SIGNED: 0611412017 1R I 1 Lroti1����i � v •��O E v s41 -,P _ *• 0 61 !• 5T((A ATE OF ;kw� "/sS �NALiE����. Luis R. Lomas P.E. FL No.: 62514 .. {-- El ■ XIIO' (OIIX OPPOSITE) PIIIX (XIIIP OPPOSITE) OPPOSITE)POCKET POCKET POCKET PIXXIP' RDYISIONS DESCRIPTION DATE I APFFOVED POCKET POCKET PXXP u a a•.•a a • ■ . , W p ■ _ J PIIX (XIIP OPPOSITE) LAYOUTS SHOWN AS REFERENCE ONLY, PANELS MAYBE MIXED & MATCHED AS NECESSARY MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - IMPACT PLAN VIEWS D,?AWN; DWO N0. R.S. 08-03086 _ SCALE NTS DATE 04/13/17 1 SHEET OF 24 L.ROSERTO LOIJAS AZ 1432 WOODFORD RD LEWISVHAE• NO 27023 434-669-C609 li(aJJasra'ldon:as�s.a0m SIGNED: 0611412017 - ic- �(07yt�'61• � 'STATE OF ; 4,- Luis R. Lomas P.E. FL No.: 62514 REVISIONS 5/e':.MIN. REV DESCRMON; CATS .APPROVED I EDGE DISTANCE WOOD FRAMING' OR 2X BUCK BY OTHERS 1 3/6" MIN. EMBEDMEN7I 1 3/8" MIN. 1/4" MAX. I EMBEDMENT SHIM SPACE BACKER ROD 1/4" MAX. INTERIOR & APPROVED SHIM SPACE 5/e" SEALANT MIN. EDGE DISTANCE #14 WOOD ,SCREW � ` - 414 WOOD EXTERIOR SCREW' I WOOD FRAMING OR 2X BUCK INTERIOR BY OTHERS EXTERIOR NOTES: i. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN F' OR'CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNEDWACCORDANCE WITHASVfE2112 & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 14 WOOD SCREW SILL TO BE SET' 4 IN A BED •OF APPROVED SEALANT :BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SEALANT SIGNED: 061W2017 I —�— MI WINDOWS AND DOORS LLC IIlIlI//jh 1 3/B" MIN T 650 WEST MARKET STREET J\\� EMBEDMENT GRATZ, PA 17030 `�� •��GENS�.9�'�� i SERIES 120/130/140 ALUMINUM SLIDING *� /' 0 6Q51 .+k WOOD FRAMING GLASS DOOR — IMPACT a OR 2X .BUCK 2 .TRACK, FINLESS INSTALLATION DETAILS :�o , STAT OF c�Z BY OTHERS 5/8" MIN W EDGE DISTANCE DRAWN: own NO. VERTICAL CROSS SECTION. R.S. DATE DBSOEEI5 — �ii�S/pNgl1 WOOD FRAMING:' OR2XBUCK INSTALLATION NTS 04/13/17 5 OF 24 L. ROBERTO LOMAS P.E Luis R. Lomas P.E., 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434•EE806C�J fJOrnasCi.^amaapv.tom METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD &.APPROVED SEALANT METAL STRUCTURE" BY OTHERS '5/B" MIN. EDGE DISTANCE i d" MAX. f SPACE MS,OR )RILUNG gEVSONS REV DESCMPTION I DATE NNROVED 1/4" MAX. SHIM SPACE i 5/B•, MIN. EDGE DISTANCE i J- fNTERIOR #14 SMS OR J I EXTERIOR SELF DRILLING SCREWS METAL NOTES: STRUCTURE 1. INTERIOR AND EXTERIOR ANiSHES, BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT TO BE BACKER ROD DEStC;NEDINACCORDANCE WITH ASTME2ff2 &'APPROVED JAMB INSTALLATION DETAIL �14-SMS :OR SEALANT METAL STRUCTURE INSTALLATION SELF-DRILUNG SCREW.: SILL "T0, BE ;SET t IN. A BED OF APPROVED' SEALANT 1 /4 MAX. SHIM SPACE SIGNED: 06/14/2017 Ml WINDOWS AND DOORS LLC ```Uvu1LlI1��� O� 650 WEST MARKET STREET GRATZ, PA"17030 JNJ\S,•�EN9�i�� v,•�� ` —*• 0,,6¢51 *� SERIES 120/130/146 ALUMINUM SLIDING 5/8" MIN. GLASS DOOR — IMPACT 2 TRACK FINLESS INSTALLATION DETAILS =.-a TAT E OF ; tu1 .O•. F . �u; `�s Daewe: R.S. DwD No. oe REv EDGE DISTANCE CORtOA G�A\� .VERTICAL CROSS SECTION OA,E s°EE086 NTS 04/13/17 6 OF 24 METAE STRUCTURE INSTALLATION - Luis R. LOInoS P.E. LROBERTO LOlAAS P.E. fa32 WOODFORO RO LEYASViLLE, NL' 27029 FL No.: 62514" CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3. — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 2 3/16 "MIN 1 7/8MIN. SEPARATION17:—EDDGE161STZk� *F----77F----�SHIMSPACE 1 1/4" MIN. EMBEDMENT e 1 1� 1/4" MAX. 1 I EXTERIOR 1/4" TAPCON INTERIOR 1/4" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK c 1 1/4 MIN SEE NOTE 3 _ 7 A EMBEDMENT SHEET' 1 ° q CONCRETE/MASONRY BY OTHERS -2 3/j 6" MIN 1 7/8 '" MIN ^I SEPARATION _T EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTION I DATE I APPROVED 1 1/4" MIN. EMBEDMENT 1/4" MAX. �' SHIM SPACE 1 7/8" ° e ' INTERIOR MIN. EDGE o DISTANCE c i 2 3/ 16" MIN SEPARATION o EXTERIOR OPTIONAL 1X BUCK, SEE NOTE 3-7 <! SHEET 1 a 1/4" TAPCON CONCRETE/MASONRY BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/14/2017 MI WINDOWS MADDOORS LLC `SIu0�\RL4 � 650 MARKET STREET GRATZ, PA 17030 `,' v •.�GEN,9*. i SERIES 120/130/140 ALUMINUM SLIDING =*� GLASS DOOR — IMPACT =t a _ 2 TRACK FINLESS INSTALLATION DETAILS TATE OF DRawN: OvrO ND. B6 REv — :�LORIDPti�\� 08 SHEET JI�NA i I����\\ SCALE DATE NTS 04/13/17 7 OF 24 L. R09ERTO LOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEIV)SVILLE, NC 27023 434-688-0009 FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT ' MIN. ISTANCE MIN. yE�- aCE' CREW W 'it 'M �1!.l I �1!-1!1111cal-1 REVISgNS R. I DESCRIPTION I DATE I APPROVED 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #; 4 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES:, 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. `PERIMETER AND JOINT SEALANT BY OTHERS TO BE 'DESIGNED IN ACCORDANCE WITH ASTM E2112 .SILL TO BE SET, r i = IN A BED OF APPROVED. SEALANT BACKER ROD 1/4" MAX, & APPROVED -SEALAM SHIM SPACE �. ". MIN - EMBEDMENT WOOD FRAMING OR 2X BUCK. 5/8" MIN BY.OTHERS EDGE DISTANCJ VERTICAL CROSS SECTION WOOD FRAMING OR.2X BUCK INSTALLATION ` 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD —� & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0611412017 MI RIILIO RDEDOORSTLLC BSODOWS MARKET \\\\\\� GRATZ; PA 17030 `w• ��+1-NS,"iP��i� SERIES 120/130/146 ,ALUMINUM SLIDING =*• 10„6¢6 GLASS DOOR — IMPACT _y T 6 3 TRACK FINLESS INSTALLATION. DETAIL"• S • STATE OF DRAWN: Ori0 RO... OB036. REV 5E08 SCALE NTS DATE 04/13/17 OF 24 LROBERTOLOUASRE. LUIS R. Lomas P.E. ,432 WOODFORD RD LEWISVILLE, NC 27023 •434•660.0-09 W01"26@ 100;0SPDX07I FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD 6L APPROVED SEALANT .BACKER. ROD & APPROVED SEALANT METAL STRUCTURE 'BY OTHERS 1 5/8" MIN. EDGE DISTANCE MAX. SHIM, SPACE SELF DRILLING SCREW INTERIOR EXTERIOR 111 NOTES: 1. INTERIOR AND EXTERIOR `FINISHES;.BYOTHERS, .NOT SHOWN FOR CLARITY. 2. - PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS Eli 12 #14 SMS OR' SELF-DRIEUNG SCREW SILL 'TO BE SET s IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE' 5/8" MIN. VERTICAL CROSS SECTION '. ,EDGE- DISTANCE D METAL STRUCTURE INSTALLATION R REVISIONS _ RN DESCRIPTION I DATE I APPROVED ,I 1 /4. MAX. I I� SHIM SPACE 5/8" MIN. EDGE DISTANCE #14 SMS OR SELFDRILLING SCREWS METAL BYOTHERSJ III W" INTERIOR EXTERIOR BACKER ROD -� & APPROVED SEALANT JAMS INSTALLATION DETAIL METAL STRUCTURE: INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC \0\111111/11/x . 650 WEST MARKET STREET GRATZ; 'PA 17030 `\,\\J��: •CAN-�9,���i v, *\ SF ,cP SERIES 120/130/140 ALUMINUM -SLIDING — * 0 51 * y GLASS DOOR -IMPACT' =,aA 3 TRACK FINLESS INSTALLATION DETAILS p . TAT OF REV. �jO�(�s :`'<OR\�P •�,\�\ RAWN: DNC NO. 08 s0E3E086 - /Vil ONA'Iia\\� L. opiE, NTS 64/13/T7 9 OF 24 L..R09ERTOLOMASAE, LEIS R. Lomas P.E. 143214JODFORDFiDLEVJISVILLE.NC2T023 434-MAV09 nfcl9a$9ft'raSP0e-0M FL No.: 62514 _ 4 7/16" MIN 1 7/8" MIN. RNJISIDNB SEPARATION EDGE DISTANCE _I REV DESCRIPTION [MTV. Wftovm CONCRETE/MASONRY e 4 BY OTHERS 1 1/4"' MIN. c e• EMBEDMENT EMBEDMENT 1/4" MAX. OPTIONAL 1X BUCK e a .4 SHIM SPACE SEE NOTES — 7 SHEET 1 1 7I/6 • • INTERIOR BACKER ROD 1/4" MAX. MIN. a a & APPROVED SHIM SPACE EDGE SEALANT DISTANCE ' . .9 •. .. v 1/4.' TAPCON ... .. 0 NOTES: EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 4 7/ 16 v, •2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN b DESIGNED IN ACCORDANCE WITH ASTM 62112 SEPARATION INTERIOR a >v EXTERIOR L 1/4" TAPCON CONCRETE/MASONRY ° 1/4 TAPCON BY OTHERS I BACKER ROD & APPROVED SILL TO BE SET OPTIONAL 1 X BUCK SEALANT f IN A BED 0fSEE NOTES 3-7 JAMB INSTALLATION DETAIL APPROVED SEALANT SHEET 1 CONCRETEIMASONRYINSTALLATION BACKER ROD 1/4" MAX. SIGNED: 0611412017 & APPROVED SHIM SPACE SEALANT MI- WINDOWS AND DOORS LLC .650 WEST MARKET STREET ���tiJ�S G E CO�y��� 17030 SERIES' 120/136/140GRATZ,AALUMINUM SLIDING .DOG5S� s+� OPTIONAL 1X BUCK a e 1 1/4" MIN GLASS DOOR - IMPACT (rf!I SEE NOTE 3 Z e ' e< ` �: EMBEDMENT ;ate SHEET 1 e' e 3 TRACK FINLESS INSTALLATION DETAILS FAT OF CONCRETE 1JASONRY a DRAWN: Dwa NO. REv COR1Q�\�` BY OTHERS 4 7 16 MIN 1 7 8" MIN SrE �� OB s0EE086 / / NTS 04/13/17 10 OF 24 SEPARATION .— EDGE DISTANCE VERTICAL CROSS SECTION 1432WOODFORDRDDLEWISV LOMASLE N027023 L41R R. .: 625 P.E•. CONCRETEIMASONRY INSTALLATION 434.888.0009 Pj0nraSPr10nWP8.c0nl FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS. BACKER ROD & APPROVED SEALANT EXTERIOR flEsms REV DESCRIPTION 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE i MIN, EDGE DISTANCE W #14 WOOD SCREW WOOD FRAMING OR 2X 4 BUCK BY OTHERS NOTES: 1.. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 514 WOOD SCREW SILL TO BE SET ( t IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM, SPACE 1318" MIN EMBEDMENT WOOD FRAMING 5/8" MIN OR 2X BUCK. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION . DATE I APPROVED INTERIOR EXTERIOR BACKER ROD JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET �,,J\���EN SERIES 120/130/140 ALUMINUM SLIDING 0 61251GLASS DOOR —IMPACTF5 4TAT 4 TRACK FINLESS INSTALLATION DETAILS -'�0 OF DRAwR; Drra Ro. REV 08 SCALE NTS DATE 04/13/17 14EETBI OF 24 ' L.ROSERTO.LOMASP.E. Luis R. Lomas P.E. 1432 WODFORDRDtEWISVILLE,NCV023 434-sea-0600 ltbmasel+lomaspe.wn FL NO.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD &APPROVED SEALANT METAL STRUCTURE BY OTHERS 5/B" MIN. EDGE DISTANCE 14" MAX, IM SPACE SMS OR DRILLING W 9 5/ MIN. EDGE DISTANCE 1 #14 SMS OR J SELF DRILLING SCREWS / METAL J STRUCTURE BY OTHERS NOTES: 1, WTER10RANDEXTERIOR FINISHES, BYQTHERS, NOT SHOWN FOR CLARITY. _ -2. PERIMETER AND. JOINT SEALANT BY OTHERS TO BE — }4-SMS-OR DESIGNEDiNACCORDANCE-WITHASTV-EgI12 — SELF DRILLING, SCREW TO BE SET m Min] IN BED OF REVISIONS DESCRIPTION 1/4" MAX. IT SHIM SPACE DATE I APPROVED INTERIOR EXTERIOR APPROVED SEALANT BACKER R06 J JAMS INSTALLATION DETAIL & APPROVED METAL STRUCTUREINSTALLATION SEALANT 1/4 " /4" MAX SIGNED: 0611412017 f' SHIM SPACE MI WINDOWS AND DOORS LLC 0�%III IIIrj/1� --j 650 WEST MARKET STREET �\J�`? RE �0?>y�i�� v �J 5/8'. MIN'., VERTICAL.CROSS SECTION EDGE 'DISTANCE' METAL STRUCTURE INSTALLATION GRATZ, PA 17030 ` v,•��G NS�••s SERIES 120/130/140 ALUMINUM SLIDING Zz:* 0 61 GLASS DOOR - IMPACT 4 TRACK FINLESS INSTALLATION DETAILS lG �� , TAT OF W DRAWN: 015T7 N0. REV %p'r�S FCORIOA G�?� OB 03086 - sew E DATE NTS 04/13/17 12 OF 24 L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. tJ32 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 -034-6'880600 Monms�n^.hlannspe.rom CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1. CONCRETE/MASONRY BY OTHERS 4 7/1'6" MIN 1 Z/8" MIN. „I SEPARATION EDGE DISTANCE °♦ : 1 1/4" MIN. EMBEDMENT �I SHIM SPACE 1/4" TAPCON (t NOTES:. IlJ_ L L' -fNTERIORAIJDEXTERIOR F1NlSHE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT EXTERIOR DESIGNED INACCORDANCEWITH INTERIOR TAPCON, f BE SET SILL LA BE D OF APPROVED SEALANT 1/4" MAX. SHIM SPACE 1/4" MIN EMBEDMENT mk ° -- 1 7/8" 'MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION S, BY PENSIONS REV DESCRIPTION GTE APPROVED 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1 7/8" • INTERIOR MIN, d ao EDGE DISTANCE 1 ➢ • e, a 'v • ,V EXTERIOR 4 7/16" MIN e' SEPARATION BYOTHERS, OTHERS TO BE d ASTIVE2112 1/4" TAPCON " 0 CONCRETE/MASONRY BY OTHERS ° BACKER ROD " & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTE 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET .STREET �0\�uI+III/// \��`�J��? E�� L pgf9��i/' N q GRATZ,' PA 17030 �., ��C ,cP SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT .a (�E!IGErsaot�_ 4 TRACK FINLESS INSTALLATION DETAILS �.� STATE OF N; R S Dwc No: REV 08-03066 lllAlil �\\\ Sc" NTS JDATE 04/13/17 1SHEE1 13 OF 24 L. ROBERTO. LOMAS P.E. Luis R. Lomas P.E. 1g32W OOFORO RP LEWISVILLE NC 2702E 'FL NO.: 62514 WOOD FRAMING 'OR 2X BUCK .BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT 5/8" MIN. REVISIONS I EDGE DISTANCE REV DESCRIPTION DATE 1 3/B," MIN. EMBEDMENT I — 1 3/8" MIN. 1 /4" MAX, 1/4"' MAX EMBEDMENT SHIM SPACE SHIM SPACE INTERIOR 611N, EDGE #14 WOOD SCREW DISTANCE #14 WOOD EXTERIOR SCREW WOOD FRAMING OR 2X BUCK INTERIOR BY OTHERS NOTES., I. traERIORANDEXTERIOR FINISHES, BYOTHERS, NOT SHONJN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT B Y OTHERS TO BE BACKER ROD DESIGNEDINACCO.RDANCEWITHASTME2112 & APPROVED JAMB. INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION — #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. WOOD FRAMING OR 2X BUCK 5/B" MIN `I BY OTHERS VERTICAL CROSS SECTION -EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE SIGNED. 0611412017 --"� MI WINDOWS AND DOORS LLC ��111111rI/j I Y 3/8" MIN 650 WEST MARKET STREET ���\\��� R.. L04! 7 EMBEDMENT J, 'GEN' • 9 �� ORATZ, PA 1030 ` v, �� - SF ,LP =*• 0yy(r�51 •+i= SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT �.pe�l�(rtR c}sfiO7�� 2 TRACK FLANGE INSTALLATION DETAILS OF • STAT O;lk,` 1�IEP\� �ZO�NOAR'NTS DRAWN: o REV R.S.DATE 08 03086 //�/S; Luis R. Lomas P.E. Dare04/13/17 E14 OF 24 L.ROSERTO LOMAS P.E. 1432 VlOODFORD RDLEMSVILLE, AIC 27023 FL No,: 62514 434.&W-0609 Lf!oI7u5C�lrh�rcarye,rom REVISIONS 5/8" MIN. REV DESCRIPTION I DATE APPROVED EDGE DISTANCE METAL STRUCTURE - � BY OTHERS JI BACKER ROD 1/4"-MAX. 5/8" APPROVED SHIM SPACE MIN. SEALANT EDGE DISTANCE I #14 SAPS OR SELF DRILLING SCREW / #14 SMS OR J SELF DRILLING SCREWS - :'"INTERIOR- EMERIOR - METAL NOTES: STRUCTURE f. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWTSEALANT BY OTHERS TO BE BACKER ROD - DESIGNEDINACCORDANCEWITHASTME2112 & APPROVED . SEALANT #14-SMS ORo — - - ELF —DRILLING SCREW t ' SILL TO BE SET IN A OF .BED APPROVED SEALANT .BACKER ROD & APPROVED _, ,_ 1/4" MAX. METAL SEALANT 1/4„ MAX. SIGNED.0611412017 SHIM SPACE -- —� MI WINDOWS AND DOORS LLC \'okillIIfiill" 650 GWEST RATZ. PAK1ET 7030REET ti�J�SE.NO �s�! SERIES 120/130/140 ALUMINUM SLIDING t a 51METAL •� GLASS DOOR — IMPACT rn t4�a STRUCTURE 2 TRACK FLANGE INSTALLATION DETAILS �� TAT$$ OF ; w� 5/8" MIN, ;�I.. i�.0•. F` BY OTHERS P.• �'�� VERTICAL CROSS-SECTION ` EDGE DISTANCE DRAWN: DWG NO. REv R.S. OB-03086 —�i�\\\\ METAL STRUCTURE INSTALLATION sru� NTS DATE 04/13/17 sMEEr 15 OF 24 L. ROBERTO LOWS RE. Luis R. Lomas P.E. 1432 WOODFORD no LEMSVILLE, NO 27an FL NO.: 62514 - 434�088-0509 1k=a 'k10nws,�e.00M 2 3/16" MIN ' 1 8" MI14. SEPARACECONCRETE/MASONP,YBY OTHERS LEDGE/,.�I.S�A ••;:- 1'1/4" MIN. OPTIONAL 1X BUCK • EMBEDMENT SEE NOTES 3 — 7 I SHEET 1 BACKER ROD & APPROVED 1/4" MAX. SHIM SPACE SEALANT I �J m �J EXTERIOR 1/4" TAPCON INTERIOR 1/4", TAPCON SILL TO BE SET IN A BED OF APPROVED. SEALANT BACKER ROD I II I l� �� I{+ ' 1%4" MAX. & APPROVED L— SHIM SPACE SEALANT IL�'(t�r—�`/1jl�lI OPTIONAL 1X. BUCK I i SEE NOTE 3 — 7 SHEET 1 4 ' •: 1 1 ED MIN ° o •, EMBEDMENT CONCRETE/MASONRY BY OTHERS 2 3/16" MIN 1 7/8" MIN , SEPARATION, EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY.INSTALLATION RENSIONS REV DESCPoPTION GATE APPROVED 1 1/4" MIN. EMBEDMENT 1/4" MAX. I T SHIM SPACE s J! 1 7/8" MIN. a EDGE DISTANCE a • a , 'c a MIN e SEPARATION o ' 1/4" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL iX BUCK ' BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHO:VN'FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHH ASTPA E2112 SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 RATZ,MPAK17030ET REET EST 0k\kIIIIIr//l :��J��\�EN SERIES 120/130/140 ALUMINUM SLIDING ^'*; i0 51 GLASS DOOR — IMPACT 2 TRACK FLANGE INSTALLATION DETAILS �� STATI OF.;�` �0, "�S ��NA"����� DRAWN: R. MAD. - OS SOELO86 REV — SCALE OATc NTS 04/13/17 16 OF 24 L ROBERTO LOVAS RE 7432V✓OODFORDRDLEIVISVILLE.NG27023 434.O03•0000 NOMMOM01MISPO cOM Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 8c APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS flEVr.*NS REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: EXTERIOR I. . INTERIOR AND EXTERIOR FINISHES; BY OTHERS, NOT SHOWN FOR CLAR17Y. 2, PERIMETER ANDJOINTSEALANT BYOTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM. SPACE 1 3/B" MIN, -.EMBEDMENT l^ 5/8"' MIN_ _ ,! VERTICAL CROSS SECTION EDGE DISTANCE WOOD.FRAMING OR 2X BUCK INSTALLATION. 1/4" MAX. r SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC `�ttt1Ull1J/I�AA R'• O,I1 650 WEST MARKET STREET `���p�5 �i� GRATZ, PA 17030 ` �,•�\G6NSF SERIES 120/130/140 ALUMINUM SLIDING _ ir• 0 51 GLASS DOOR — IMPACT _ a 3 TRACK' FLANGE INSTALLATION DETAILS 5�+ "� , TAT OF c� DRAWN: DWO NO. REV 1 R.S. 08-03086 SHEET �., SCALE NTS DATE 04/13/17 OF 24 [itL�tt\` L ROBERTO LOMA6 P.E. 1432 WOODFORD RDLEMSVILLE, H027023 Luis R. Lomas P.E. FL No.: 62514 434-669.0007 �flan:asCrlrlorvaspe,:arl 5/8" MIN. EDGE DISTANCE METAL —� STRUCTURE BY OTHERS BACKER ROD & APPROVED 1/4" MAX. SHIM SPACE SEALANT SAPS OR SELF DRILLING SCREW SCR .INTERIOR NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST,M E2112 #14 SMS OR — SELP-DRIttIN. SCREW SILL TO BE SET IN A -BED. OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX SEALANT ---E'SHIM SPACE METAL STRUCTURE 5/8° MIN. BY OTHERS LEDGE DISTANCE- VERTICALD CROSS SECTIONR METAL STRUCTURE INSTALLATION RMS30NS REV DLSCRPT:ON DATE I APPROVED _ I 1/4" MAX. I SHIM SPACE 5I F MIN. EDGE DISTANCE 1 #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/14/2017 MI WINDOWS AND DOORS LLC �011'I illlrli� R 0 650 WEST MARKET STREET �J�J\o; GRATZ, PA 17030 ` v,•v\GENS�•,cP/.� SERIES 120/130/140 ALUMINUM SLIDING = *• 0,.6�6/1� GLASS DOOR — IMPACT = 3 TRACK FLANGE INSTALLATION DETAILS tp,• TAT OF � RAWN: DBG N0. REV �if'rFs �COR10Q:'GCt',� 08 03 B6 — 11����\\ SSEDATE NTS 04/13/17 18 OF 2d /ONA LR09ERTOLOMASP,E' 1402 WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. FL No.: 62514 424-6d6-00�W Il.%omas�hl0,naspv.cam - CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 -- 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 4 7/16" MIN.1 7/6" MIN P::�SEPARATION -^ EDCE DISTANCE IT ° . •. tee- 4i , 1 1/4" MIN. e °• EMBEDMENT 09 nn r�791 1 r-� SHIM"SP MAX. EXTERIOR 1/4" TAPCON AEVIS`ON3 _ DESCRIPTION DATE I APPROVED 1 1/4" MIN. EMBEDMENT ,I 1/4" MAX. SHIM SPACE 1 7/B' a, INTERIOR MIN EDGE DISTANCE • • -. NOTES: EXTERIOR T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, •' NOT SHOWN FOR CLARITY- 4 7/ 16" u 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE MIN ' DESIGNED IN ACCORDANCE W17HASTME2112 SEPARATION INTERIOR 1;/4" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT U�J 1U 1/4" MAX. SHIM SPACE ° ° •1 1/4" MIN 4' EMBEDMENT 44 4 7/16" MIN 1 7/C MIN SEPARATION f EDGE DISTANCE VERTICAL, CROSS SECTION CONCRET&MASONRY INSTALLATION 1/4" TAPCON •, CONCRETE/MASONRY BY OTHERS BACKER ROD OPTIONAL 1X BUCK & APPROVED SEE NOTE 3 - 7 SEALANT SHEET 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET043'9 4� E N GRATZ, PA 17030 = v, v\G SF SERIES 120/130/140 ALUMINUM SLIDING * 0 51,r *= GLASS DOOR — IMPACT — ,� ` "�T '�OF 3 TRACK FLANGE INSTALLATION DETAILS =�' DRAVIN: DW0 NO, AEV �i4�FiS' GB SDEEO86 - /'fs�ONA SCALE DATE NTS 04/13/17 19 OF 24 L RCSERTO LOMAS P.E. LU15 R. Lomas P.E. 1432WOODFOPD RD LSVISLUC,, NO 27023 434•E90-CG09 1,70=9@hhl=RspR.COW FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED, SEALANT BACKER ROD. & APPROVED SEALANT' WOOD FRAMING OR 2X BUCK BY OTHERS S 70- u", 10E REMSIONS REV DESCRIPTION 1 3/8" MIN. 1/4- MAX. EMBEDMENT I^ SHIM SPACE i MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS rvJTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 #14 W00D SCREW SILL TO BE SET IN A BED OF DATE I APPROVED INTERIOR EXTERIOR APPROVED SEALANT BACKER ROD —' JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT fffl=J 1 /4" MAX. SHIM SPACE SIGNED: 0611412017 M!N MI WINDOWS AND DOORS LLC EMBEDMENT 650 GRATZ MDAK'77030REET N �S , , t/ i � , .• GgN1, - -1 �i 5/8" MIN —I VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION v F SERIES 120/130/140 ALUMINUM SLIDING/l0„�51* =_ GLASS DOOR — IMPACT — .f(4��{ 4 TRACK FLANGE INSTALLATION DETAILS ! o�STA�= REv �ir'cFS;°CpRIOP ����� /�/�%NA DRAWN: mvc nn. OB — SCALE DATE SGEE066 24 NTS 04/13/17 20 OF L ROBERTO LOIAiS.P.E. Luis R. Lomas P.E, N32 WOODFORD RD LEWISVRLE, NO 27023 FL No.: 62514 424-665-00.4 rlio+aas@lifoaww.v= ME STRUCTU BY OTHE BACKER ROD & APPROVED SEALANT BACKER ROD do APPROVED SEALANT METAL STRUCTURE E1( OTHERS 5/8". 'MIN. EDGE DISTANCE 4 MAX. SPACE MS OR DRILLING 5/8" U MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS / METAL J STRUCTURE BY OTHERS NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE -t4—%iS—OR— DESIQNEDYAACCORDANCE-MTH—ASTM-E21f2 SELF ,•DRILLING SCREW ; LL'TO BE SET rim", NI - A BED'OF RVASIDRS DESCFIPTION 1/4" MAX. I� SHIM SPACE DATE I APPROVED INTERIOR EXTERIOR APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED METAL STRUCTURE INSTALLATION SEALANT 1/4" MAX SIGNED: 06114/2017 F SHIM SPACE MI WINDOWS -AND DOORS LLC \0\111111I11/1 I 650 WEST_MARKET STREET `ZNV . RENo.9�w 5/8" MIN. VERTICAL CROSS SECTION EDGE DISTANCE MElAL'STRUCTUREINSTALLATION GRATZ, PA. 17030 �w,•'v\G SF ,`r 1* SERIES 120/130/140 ALUMINUM SLIDING o,.S�5�/! GLASS DOOR — IMPACTkrrfr.�atDt� TAT OF 4 TRACK FLANGE INSTALLATION DETAILS 9 DRAWN: Dwc ero. REV %pPn,.;clOR1DP.��$�� GB s03086 — �i�7S ON I- SCALE GATE NTS 04/13/1] 21 OF 24 lE�\\�\ L ROSERTO LOMAS P.E. LUIS R. Lomas P.E. 14M WOODFORD RD LEWISVILLE, NC 27023 FL 'NO.' 62514 494•.Ed-0809 �Jomrs@!dw•oaspe.cnrn CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE, NOTES 3 — 7 SHEET 1 BACKER ROD - & APPROVED .SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1X 8UCK — SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 4 7/16" MIN 1 7/8" MIN. L SEPARATION EDGE DISTANCE • . • • °' ° °•'' d A a• EM EDMENT �I SHIM"SPACE EXTERIOR 1/4" TAPCON RNMONS DESCPoPifON DATE APPROVED 1 1/4" MIN. EMBEDMENT 1/4 MAX, SHIM SPACE 1 7/8" ' • INTERIOR MIN. EDGE DISTANCE 9 • va• EXTERIOR 4 7/16" MIN SEPARATION a ' NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIfOETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR 1/4" TAPCON. SILL TO ,BE SET IN A BED OF APPROVED SEALANT u tll I I I� yU U 1/4" MAX. Uu LJu l—JI SHIM SPACE ° 1 1/4" MIN a . • a - , ° EMBEDMENT 4. a e f 8 4 7/1'6" 'MIN a 1 7/8" MIN SEPARATION EDGE .DISTANCE VERTICAL -CROSS SECTION CONCRETEIMASONRY INSTALLATION 1/4" TAPCON e ' a CONCRETE/MASONRY •� BY OTHERS �. J " OPTIONAL IX BUCK BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC ,\��utIIIIIII�,� 650 WEST RATZ,MPAK17030ET REET SERIES 120/130/140 ALUMINUM SLIDING ho, 6t51 *�= GLASS DOOR — IMPACT ro �TATE 4 TRACK FLANGE INSTALLATION DETAILS OF DRAWN: DWD Nd. RN 08-03086 SHEET SALE DATE NTS 04/13/17 22 OF 24 L ROBERTO LOINS P.E. LU(S R. Lamas P.E. 1432V=DFORDRDLEVIISVILLE,NC27023 434.5E3-"09 dlamsa@l.'ionrasee.:o»r FL NO;; 62514 -I R°-WSIDNS 1 3/B• MIN. piy DESCRl�DON DATE APPROVED 1" 3/8" MIN. EMBEDMENT EMBEDMENT - NOTES: WOOD,FRAMING WOOD FRAMING 1. INTERIOR AND EXTER IORFlNISHES,BVOTHERS, OR 2X BUCK # 14 .HOOD OR 2X BUCK NOT SHOWN FOR CLARITY. 14 WOOD BY OTHERS SCREW - BY OTHERS 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCREW DESIGNED IN ACCORDANCE WITH ASTM E2112 { 5/8" MIN. 5/8"h MIN. EDGE DISTANCE HOOK STRIP EDGE DISTANCE HOOK'STRIP INTERIOR INTERIOR PANEL. INTERLOCK, PANEL INTERLCCK EXTERIOR EXTERIOR NOOK STRIP (M-2533) INSTALLATION NOOK STRIP (M 2534) INSTALLATION 2X-6UCWWOOD1-RAMING 2X,BUCK7WOOD FRAMING METAL STRUCTURE BY -OTHERS METAL STRUCTURE— 131'-OTHERS—.— #14 SELF DRILLING - SCREW #1.4 SELF DRILLING SCREW 5MIN. 5/8" .:MIN. EDGEDISTANCE EDGE DISTANCE HOOK STRIP HOOK STRIP SIGNED: 06/74/2017 INTERIOR INTERIOR MI WINDOWS AND DOORS LLC `\\��11R il`Io/y�� 650 WEST MARKET STREET �J\ 4t9 PANEL INTERLOCK PANEL INTERLOCK GRATZ• PA 17030 v,•��GENS� •�{, �- _ SERIESSLIDING 120/130/140 ALUMINUM S _ D„6:OF 5 •• � _. GLASS DOOR — IMPACT =q• �if�»rUr�` HOOK INSTALLATION DETAILS „per,• TAT ... DRAY/N: DWo NO. REV T�•R�ORIOP• �'A�� EXTERIOR EXTERIOR R.S. DnTE OB 03086 — /��SS��NA";i� 'N� HOOKSTRfP (M 2533)7NSTALLATlON' HOOKSTRO (M-2534j INSTALLATION NTs o4/t3/17 23 OF' 24 METAL STRUCTURE - METALSTRUCTURE i.R0.9ERD ECISVILLMAS E. Luis R. .: 625 P.E. t492W000FCRDRDLEWISVfLLE,NC27023 FL No.: 62514. 434-888-W69 'rportme{cYdortbsAo.eom 1 1/4" MIN. EMBEDMENT , 1 1/4" MIN. 'EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BEk\E 1X BUCK'BY OTHERS, PROPERLY SECURED1X BUCK TO BE °MASONRY/CONCRETE PROPERLY SECURED •MASONRY/CONCRETE :.� BY OTHERS 1/4" TAPCON1/4" 07HER5 TAPCONBY 1 3/4" MIN. HOOK STRIP -DGE DISTANCE HOOK STRIP •; 13/4" MIN.EC)GE DISTANCE, INTERIORINTERIOR PANEL INTERLOCK'PANEL INTERLOCK EXTERIOR EXTERIOR HOOK STR0 (M-2533) INSTALLATION HOOK STRIP (M-2534) INSTALLATION h4ASONRYICONCRETE MAASONRYICONCRETE 1 1/1fi" 3%/lv TEMP 3/16" ANN_ 100'" HP PVB. BY. EASTMAN EXTERIOR 3/1ANN STAINLESS STEEL ki RIOR BOX SPACER ALUMINUM GLAZING BEAD `SILICONE 'SEALANT 3/4". BITE j " GLAZING: DETAIL REVISIONS REV DESCRIPTION DATE APPROVED MI WINDOWS AND DOORS LLC ,656 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - IMPACT GLAZING AND SILL RISER DETAILS DKG N0. OB-03086 NTS DATA 04/13/17 ISHEET24 OF 24 L ROBERTO LOAAS P.E. N32 V=DFORD RD LEWISVILLE. NC 27023 .434-SW-0603 rV0mrsC4r1vm46Pe.c»m �I 3/4" 2 5/8" SIGNED: 0611412017 ,\\\ J\011P,1 I I L rO/� �OT(,Af 0F•F�QRIOP• S//0NA 1`E�G\�� Luis R. Lomas P.E. FL No., 62514 � •T s `1/16/2017 Florida Building Code Online BCIS Home j Log In I User Registration I Hot Topi Flodda 1. 5q Product Approval FUSER: Public User B�Kxa�sim�rrr�a(m , Product Approval Menu > Product or Application Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Da Validated By Certificate of Independence Referenced Standard and Year (of Sta Equivalence of Product Standards Certified By Sections from the Code hftps://www.floridabuilding.org/pr/pr, lit Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search > Application List > Application Detail ', GNp HOMesa 10 P 10 `eC Cg FL9174-R11 Mead P� O 0b cft' Ft p Revision 941 2014 Approved set to re -apply per applicants request 4/28/15-rb ` Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 Mark_Garon@Overheaddoor.com Greg Taylor gtaylor@Wayne-Dalton.com Greg Taylor 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 gtaylor@wayne-dalton.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '�J Evaluation Report - Hardcopy Received ped John E. Scates PE-51737 Intertek Testing Services NA, Inc. 06/27/2038 Kurt Dietrich PE O Validation Checklist - Hardcopy Received FL9174 R11 COI Cert of Ind Scates 2011 s.odf Standard Year DASMA-108 2002 DASMA-115 2005 A'vuv qufl1JRfWxf6u7ojnlOheH%2bRKJkizESWxAzeq uY8 Q%3dp/p3d 1/6 1/16/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 I FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0228 318958 P7.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSuDDlementP16 s.Ddf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rent 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 910 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0229 318959 P8.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track SuoDlement Chart P10.Ddf Impact Resistant: No FL9174 Rll II WDJambSupDlementPl6 s.Ddf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used borne debris region unless protected or in the wind- unless structure is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rent 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes i 9174.3 5120 / 6100 / 910i0 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0230 318960 P10.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II Track SuoDlement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSupDlementP16 s.Ddf Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rent 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.4 S120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0231 318996 P5.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II Track SuoDlement Chart P10.odf Impact Resistant: Yes FL9174 Rll II WDJambSuDDlementPl6 s.Ddf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be borne debris region unless protected or ised In the wind- unless structure is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9160 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0234 319022 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track SuoDlement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSuoplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.floridabuilding.orglprlpr_app dfl.aspx?param=wGEVXQW'tDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 1/16/2017 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 910 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0235 319023 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R31 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WD]ambSuoDlementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #023 IS' Max width. 8'-9" Max. height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0232 318999 PS.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart PSO.Ddf Impact Resistant: No FL9174 Rll II WDJambSuDDlementPl6 s.pdf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be L sed in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R1I AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0238 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 RS1 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WD3ambSupDlementP16 s.pdf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or �nless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 RII AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #023'6 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0236 319024 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pl Post.odf Impact Resistant: Yes FL9174 1111 II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuoplementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes IY�74Sir�0 - 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Amits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WD]ambSupolementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes hftps:/Auww.floridabuilding.org/pr/pr_appjfl.aspx?param=wGEV. --..,tDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzeqKuY8GeGQ%3d%3d 316 1/16/2017 Florida Building Code Online 9174.11 5120/5140/6100/9 00/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing #0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0600 319026 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WD]ambSupplementP16 s.odf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be u ed in the wind- Created by Independent Third Party: Yes borne debris region unless protected or u less structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9}00/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing #0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No, FL9174 R11 II 0601 319027 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: Yes FL9174 Rll II WD]ambSupplementPl6 s.pdf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9 00/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing #0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0602 319028 P5.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WD]ambSupr)lementP16 s.odf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be L borne debris region unless protected or sed in the wind- Hess structure is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing #0603 I available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0603 319029 PS.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSur)olementP16 s.pdf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or Hess structure is Evaluation Reports designed as partially enclosed or door i a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 Rll AE Eval Reot 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing #0604 I available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0604 319030 PS.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 R11 II WD]ambSUDnlementPl6 s.pdf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes i 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing #0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0605 319031 P4.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WDJambSupplementPl6 s.pdf https:/Amww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 1/16/2017 Florida Building Code Online Design Pressure: +15.30/-17.00 I Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be u ed in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9 #0606 00/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0606 319032 P6.odf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 Pl Post.odf Impact Resistant: No FL9174 Rll II Track Suoolement Chart P10.Ddf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuoDlementP16 s.pdf Other: Doors with glazing shall not be u ed in the wind- Verified By: John E Scates P.E. FLORIDA PE 51737 borne debris region unless protected or Unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/900/9400/9600 # 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 1 5140/610 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be borne debris region unless protected or designed as partially enclosed or door I door. 9174.20 15140/9400/9600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be borne debris region unless protected or designed as partially enclosed or door i door. The State of Florida Is an AA/EEO employer. #0608 sed in the wind- nless structure is a replacement sed in the wind- nless structure is a replacement 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R11 II 0609 319035 PS.odf FL9174 Rll II 319040 P1 Post.odf FL9174 Rll II Track Suoolement Chart P10.pdf FL9174 R11 II WDJambSuoDlementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 Rll II 0608 319034 P4.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653,odf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0607 319033 P5,Ddf FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 II WDJambSuoDlementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes Back Next :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records'. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office b�, phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 1 455, F.S., please click here . Product Approval Accepts: https:/Avww.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDquflJRfVVxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 5/6 1/16/2017 Florida Building Code Online W-19 ® hcct " Credit Card Safe hftps://www.floridabuilding.orgtprlpr app dfl.aspx?param=wGEVXQW,tDqufllJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 616 NOTES 1. NON —IMPACT RESISTANT GLAZING OPTION — .090' MINIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH A 1/8' BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE CUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF (6) Q8X1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STA71C DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS GLAZED SECTION REQUIRES 18 GAJ-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-140/8' SELF DRILLING CRIMPTITE SCREW TD ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F N SHEET Z. 2. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBNATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS SEE DETAIL H ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL J SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F N SHEET Z 3.-VNYL OR-WOOD-DOOR-STOP-NAMM A-MAXIMUM-OF- 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES 4, KEY LOCK OR SLIDE LOCHS REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. END CAP TO HAVE A MINIMUM 1.1' DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2X6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 8. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) $8xl' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERUNE OF THE DOOR. SEE U-BAR N07E ON SHEET REVISIONS 2 FOR U-BAR INSTALLATION E PI REMSED 13 CA HCRIZ ANGLE T \ SUPERIMPOSED DESIGN (i DOOR /PRESSURE LOADS ON \ SUPPORTING STRUCTURE 13 CA FLAG ANCLE 1 I MRB 5/10/06 2 ADDED SHORT PANEL 16 GA MIN HOR12 GLAZING OPTION (NOTE 1) TRACK A GIRT 6/30/06 5/16xl-5/B' LAG SCREWS SHEET P3 ADDED IMPACT (MIN 3 AS RESISTANCE TO DOOR. 3) ADDED JB JAMB BRACKET 16 GA MIN VERT 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SECTIO AT 2' LOCATION. MODIFIEC NOTE 9 TO STATE THAT TRACK 20 GA END CAP i� LOUVERS ARE NOT IMPACI RESISTANT. CRT 6/6/07 5/160-5/8' LA SCREW AT EACH B P4 MODIFED JAMB JAMB BRACKET BRACKET SCHEDULE FOR HELT FAT OPTION. ADDED LHR 1/4-20x9/16' TRACK -'TRACK DETAIL SHEET 2. BOLT AND 1/4-20 HEX CRT 4/17/OB NUT AT EACH JB JAMB BRACKET LOCATION F P5 ADDED IMPACT ESSTANT GLAZING. C SHEET ADDED CONCRETE DETAIL TYp SHEET 2. ADDED TEXAS EET CENSE NUMBER TO TITLE TYP BLOCK. CHANGED LOUVER NOTE. ADDED HIGH LIFT • AND ROOF PITCH TRACK NOTE. CRT 7/22/OB 15 GA STIFFEN JAMB BRACKETSPIS . I UPDATED TITLE BLOCK SSEESCHELIXILE FOR GRT 8/26/10 KEY LOCK OR SLIDE NOTE, (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER D SECTION QUANTITIES AND SEE NOTES 1 SHEET AND 2 ON THIS SHEET FOR GLAZING OPTIONS. JAMB BRACKET SCHEDULE DOOR HEIGHT NO. OF SECTIONS O. OF dAmtj BRACKETS (EACH JAMB) ME LOCATIONO C R O J BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS f 27 4 5 JB . 13" (QI), 25-1 2' (JB)• 45-1 4' (01). 63' (JB) 7'-0' 4 5 JB), 10' (JB), 25-3/47 (JB), 42' JB), 63-1/4' (JB) 8'-0' 5 G UdEll JB). 13' (01), 23' (JB), 34" (JB). 47-1/4 (01). 67' (01) 8'-0' 5 fi 10' JEI, 21-3B'-O'/HIGH UFT/RQCF PITCH NOTE BELOW NOTE, (JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-200/16' TRACK BOLT AND NUT. (01) FOLLOWING DIMENSION DENOTES DUCK INSTALL JAMB BRACKET IN SLOT. NO ADDITIONAL HARDWARE NEEDED INSTALLED BUTTERFLY TO ATTACH TO TRACKALL �►ayne® DOORS WITH ( AND/ORGH uFr PITCH REQUIRE USE OF OUS WALL ANGLE. SEE SUPPLEMENT R TRACK CHART CONTINUOUS JOHN E. SCATES. PE DETAILS. Dalton 3121 FAIRGATE DR. CARROLLTON. TX 7SO07 FL PE 51737 TX PE 563D5/F2203 DIMSION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROMOED ONLY FOR PENSACOLA, FLORIDA 32514 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS, (w % -.— NOTE POST SYSTEM IS TO I INSTALLED ON THE CENTER LINE OF THE DOOR. SEE WINOLOAD POST INSTALLATION INSTRUCTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AND DOOR DOOR LOAD EACH STAB AT EACH POST WIDTH HEIGHT JAMB P LOCATION LBS 7'-0' 1B0.8/-224. +1617.0/-1802.6 8'-0' 180.6/-224. +1837.5/-2G48.5 STATIC PRESSURE RATINGS I APPROVED SIZES IS( ESIGN (PSF): +39.20/-43.70 I MAX WIDTH: 1B'-0' EST (PSF): +58.80/-65.55 MAX HEIGHT: 8'-0' DF IPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: " CF MODELS 5120/9100 WINDLOAD SPECIFICATION OPTION CODE 0237 N.T.S. ISIZE: A GRT SHEET 1 OF 2 DRAWING PART NO. REV. 319025 P6 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE HEADER TOP PLATE REVISIONS FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE EXTENSION 1 REMSED PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD HEADER LOCK TOP LOCK SUPERIMPOSED DESIGN IN BOTTOM OF U-BAR_ / AND ATTACH THRU END CAP AT BRACKET RESSURE LOADS ON WITH (2) 1/4-14x5/8 EACH END WITH (2) 1/4-I4x7/8' PLATE CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS RBP5/10/06 STRUCTURE FOR STANDARD TRACK AND (3) 2 ADDED SHORT PANEL 0 1/4-14x7/8- SELF DRILLING CRIMPTITE SCREWS FOR LOW LAZING OPTION (NOTE 1) HEADROOM TRACK (2 OF WHICH • .°. RT 6/30/06 • ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). LOW HEADROOM TRACK / 3 ADDED IMPACT DETAIL A PLACE U-BAR OVER INTEGRAL DETAIL A ESISTANCE TO DOOR. RIB WITH THE (8) PRE -PUNCHED ODED JB JAMB BRACKET HOLES EACH END FACING UPWARD USED ONLY ON IMPACT T 2' LOCATION. MODIFIED AND ATTACH 1HRU END CAP AT I;LAZm SECTION - 11 (4) 5/i6z1-5/8' -• - 4) 5/16-12x1' OTE 9 TO STATE THAT 13 GA ROLLER SLIDE ATTACHED TO EACH END WITH (2) 1/4-14x7/8' GA REINFORCEMENT LAG SCREWS SELF DRILLING LOUVERS ARE NOT IMPACT PRE -PUNCHED HOLES IN TOP OF U-BAR SELF DRILLING CRIMPTITE SCREWS BRACKET ATTACHED SCREWS E95TANT. WITH (2) 1/4-1/8" CRIMPTITE SCREWS EXCEPTION: U-BAR PLACED WITH (4) 1/4-14x7/8'S/16-18x2-1 /2' INNER GRT 6/6/07 USE VIEWING HOLE IN SLIDE TD ENSURE OVER TOP RIB ON THE BOTTOM SELF DRIWNG HEX BOLT & NUT PROPER ALIGNMENT OF ROLLERS SECTION SHALL ONLY BE TAIL POST (5) SECTION DOCKS 4 MODIFIED JAMB ATTACHED THRU END CAP AT CRINPTITE SCREWS (2 WITH (6) 3"• 18 GA, BRACKET SCHEDULE FOR THROUGH BOTH 80 KSI U—BARS AT OPTION. ADDED LHR EACH END WITH (1) 1/4-14x7/8' )�r- 4X5 LOCA10 OVER TRACK DETAIL SHEET 2. 15 GA HINGE ATTACHED / BRACKET AND U-BAR CRT 4/17/08 WITH (4) 1/4-14x5/8' SELF DRILLING CRIMPTITE SCREW ATTACH BOTTOM BRACKET INTEGRAL RIBS AS CRIMPT17E SCREWS (2 OF LOCATED ON THE BOTTOM FLANGE .DETAIL J TO BOTTOM U-BAR WITH (2) •D SHOWN WHICH ARE FACTORY OF THE U-BAR 1/4-14x7/8• SELF DRILLING 5 ADDED IMPACT N4gL DUE I CLEARANCES CRIMPTIIE SCREWS (4) SECTION DOORS RESISTANT GLAZING. ATTACHED) REWIRED TO INSTALL SCREWS AT (1) 1/4-14x7/B' SELF DRIWNG CRIMPTITE , THE ENDS OF THE U-BARS, ALL SCREW AT CENTER LINE OF DOOR THRU WITH (5) Y. 18 GA, ADDED CONCRETE DETAIL 2' NYLON U-BARS SHALL BE INSTALLED ON J-STRUT & OPERATOR BRACKET. 80 KSI U-BARS SHEET 2. ADDED TEXAS STORMCARD ROLLER - SECTIONS PRIOR TO INSTALLING NOTE., J-STRUT & SCREW ONLY REQUIRED LOCATED OVER LICENSE NUMBER TO TITLE ROLLER SLIOES AND TOP FIXTURE ON GLAZED SECTIONS. SEE NOTES 1 & 2 INTEGRAL RIBS AS BLOCK. CHANGED LOUVER WITH 4-1/2' STEM ON THE U-BARS SHEET 1 SEE � . - SHOWN NOTE ADDED HIGH LIFT DETAIL B ATTACHMENT NOTES ON THIS AND ROOF PITCH TRAP( SHEET. (3) 1/4-14x7/8" IMPACT BOTTOM BRACKET NOTE. 18 CA MINCE ATTACHED SELF DRILLING GRT 7/22/08 WITH (5) 1/4-204/8" PLACE U-BAR OVER INTEGRAL CRIMPTITE SCREWS (1) 1/4-140/8- SELF CRIMPTITE SCREWS AND (1) RIB AND ATTACH WTH (2) DRILLING CRIMPTITEP6 UPDATED TITLE BLOCK 1/4-14x7/8' SELF DRILLING 1/4-204/B' CRIMPTITE SCREWS SCREW EACH SIDE OF CRT 8/26/10 .CRIMP-TITESCREW-(2_OF _ THRU PRE -PUNCHED HOLES AT STRAP BET STRAP BRACKET (ONLY ER - WHICH ARE FACTORY EACH-INTMEDIATE-HINGE - - — REWIRED -ON -IMPACT — _ ATTACHED. 3 OF WHICH ARE LOCATION (1 THRU FLANGE OF —� GLAZED DOOR) J \ FIELD INSTALLED INTO TOP U-BAR AND BOTTOM HINGE LEAF ~ OCKING LEAF. AND 1 OF WHICH IS AND 1 THRU WEB OF U-BAR AND STRAP 2500 PSI MIN FIELD INSTALLED THRU ` _ INTEGRAL RIB OF SECTION) $/HHY CONCRETE PRE -PUNCHED HOLE IN EXCEPTION: AT ALL LOCATIONS HITCH PIN U-BAR REQUIRING A STRAP BRACKET. (1) (2) 5/16-124- 1/4-14x7/8- SELF DRILLING SELF DRILLING DETAIL C CRIMP71TE SCREW WILL BE USED. SCREWS W/ 5/16 8" X 8• MIN 1 FLAT WASHERS - TURNDOWN / SLAB AT EDGE 16' MIN F TO BOTTOM BRACKET DETAIL F ``\ jp FACTORY ATTACHED WITH / " O EDGE (3) 1/4-14x5/8• LACE U-BAR OVER INTEGRAL RIB ISTAN CRIMPTITE WITH NOTCH DOWN TO CLEAR ALUMINUM BOTTOM BRACKET AND ATTACH / POST CONCRETE DETAIL THRU END CAP AT EACH END WITH (1) 1/4-14x7/8' SELF U-BAR ATTACHMENT NOTES FOR IMPACT RESISTANCE. DRILLING CRIMPIITE SCREW AS 1/2-13x3-1/2' BOTTOM BRACKET MUST BE SHOWN AND USE (1)- HEX BOLT & NUT 1 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND SCREWED TO THE BOTTOM .,� - - 1/4-14x7/8- SELF DRILLING ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8- U-BAR WITH CRIMP71TE SCREW ACROSS THE CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4-14x7/8' SELF DETAIL D BOTTOM OF THE BOTTOM U-BAR •\ / (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH DRILLING CRIMPTITE SCREWS. AT EACH PRE -PUNCHED HOLE AT END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE SEE IMPACT BOTTOM BRACKET EVERY HINGE LOCATION. USE (1) DETAIL B AND D THiIS SHEET), (2) 1/4-14z5/8' CRIMPTITE DETAIL THIS SHEET. 1/4-2Ox5/8' CRIMPTITE SCREW (4) 5/16-12x1" \ _ • / SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND AT ALL OTHER PRE -PUNCHED SELF DRIWNG BOTTOM INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" HOLE LOCATIONS. SCREWS_ CREWS LOCK CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. THERE ABx3/4' MIN STAINLESS DETAIL G PLATE SHALL BE A TOTAL OF (20) SCREWS. ATTACHING EACH U-BAR EXCEPT BOTH U-SARS ON BOTTOM SECTION SHALL HAVE A SCREWS WITH STAINLESS • - _ TOTAL OF (18) SCREWS EACH. BACKED RUBBER WASHERS NON-STRUCTURAL DECORATIVE 3-1/2" O.C. MAX OUTER WINDOW TRIM Z. WITH THE EXCEPTION OF TIME (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE •% ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE 1/4 POLYCARSONATE 1/B' BEAD GE —� BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE ULTRAGLAZE I TOP FIXTURE AND UNLESS N07M OTHERWISE ON THIS SSG4000AC SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL STRUCTURAL I -- U-BARS SHALL BE ATTACHED TO THE DOOR WITH SEALANT OR I 1/4-14x5/8- C3DJPTTTE SCREWS EQUIVALENT 3. 18 GA U-BARS SHALL BE STAMPED "46' APPROXIMATELY 1 B' FROM EACH END. FACER STEEL I I j 1 / STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne® DESIGN (PSF): +39.20/-43.70 MAX WIDTH: 1B'-0' DATE NAME TEST (PSF): +58.80/-65.55 MAX HEIGHT: 8'-0" IDRAWN 1 3/3/06 GRT JOIN E. SCATES. PE NON-STRUCTURAL Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT. 21" CHECKED 4/6/06 MRB 3121 FAIRGAIE DR. DECORATIVE INNER _ _ / MODELS 5120/91 DO SHEET 2 OF 2 cARRaLLTON, TX 75007 WINDOW TRIM DIVIION OF OVERHEAD FL PE 51737 Tx PE 58308/FZ203 S3395 aOCRHE DRIVE DRAWING DOOR CORPDRAWING PART NO. REV. SONPROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL H PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0237 319025 P6 VERWICATIGN OF WINOLOAD CONSTRUCTION DETAILS. (850) 474-9890 WIjJDLOAD POST MODELS 5120/5140/16100/9100/9400/9600 INSTALLATION INSTRUCTIONS See aaroae door owner's manual for IMPORTANT NOTICE! READ THE ENCLOSED INSTRUCTIONS CAREFULLY BEFORE INSTALLING THIS WIND LOAD POST. PAY CLOSE ATTENTION TO ALL WARNING LABELS AND NOTES. THIS MANUAL SHOULD BE ATTACHED TO THE WALL IN CLOSE PROXIMITY TO THE WIND LOAD POST. ©Copyright 2006 Wayne —Dalton Corp. I Part No. 319040 P1 WIND LOAD POST INSTALLATION INSTRUCTIONS STEP 1: TOP PLATE ATTACH THE HEADER LOCK BRACKET TO THE HEADER / " _ EXTENSION HEADER USING THE (4) 5/16"x1-5/8" LAG TOP LOCK SCREWS PROVIDED AS SHOWN IN FIGURE 1. HEADER LOCK PLATE THE HEADER LOCK BRACKET SHOULD BE IN BRACKET LINE WITH THE INTERMEDIATE HINGES WHERE THE POST IS TO BE INSTALLED AND LOCATED SUCH THAT THE BOTTOM OF THE BRACKET IS APPROXIMATELY 2-1/2" ABOVE THE TOP OF THE DOOR. ; NOTE: DRYWALL OR ANY OTHER SACRIFICIAL 2-1/2" / MATERIAL COVERING THE HEADER MUST BE REMOVED PRIOR TO INSTALLING THE HEADER LOCK BRACKET AND REPLACED WITH THE /4) SAME THICKNESS OF WOOD. IF THIS PROCESS (4) 5/16x1-5/8" 5/16-12x1" IS REQUIRED, THE LENGTH OF THE LAG LAG SCREWS SELF DRILLING SCREWS MUST BE INCREASED ACCORDINGLY TO 5/16-18x2-1/2" SCREWS INCLUDE THE THICKNESS OF THE WOOD SO THAT A MINIMUM OF 1-1/2" OF LAG SCREW HEX BOLT &NUT FIGURE 1 INNER POST PENETRATION INTO THE HEADER IS MAINTAINED. MODELS 5LN 5140/9400Z9600 STEP 2: ALIGN THE LARGE DIAMETER HOLE IN THE TOP TOP PLATE PLATE EXTENSION WITH THE THIRD HOLE IN THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 HEADER / ' _ EXTENSION FOR MODELS 5120/5140/9100/9400/9600 OR HEADER LOCK / TOP LOCK THE MIDDLE HOLE AS SHOWN IN FIGURE 2 FOR BRACKET PLATE MODEL 6100 AND BOLT TOGETHER WITH (1) 5/16-18x2-1/2" HEX BOLT AND NUT. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12x1" SELF DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE., SLIDE 2-1/2" / THE OPPOSITE END OF THE INNER POST INTO ONE END OF THE OUTER POST. STEP 3: (4) 5/16x1-5/8" L' 4) 5/16-12x1" PLACE THE POST ASSEMBLY FROM STEP 2 LAG SCREWS SELF DRILLING INTO POSITION BY LOWERING THE TOP PLATE • • SCREWS EXTENSION INTO THE NOTCH IN THE HEADER 5/16-18x2-1/2" LOCK BRACKET UNTIL THE TOP PLATE HEX BOLT & NUT FIGURE 2 INNER POST EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM 0 MODEL 6100 THE OUTER POST RESTS ON THE FLOOR. (3) 1/4-14x7/8" PLUMB THE POST ASSEMBLY. SELF DRILLING CRIMPTITE STEP 4: SCREWS ENSURING THE POST ASSEMBLY IS PLUMB, - - TRACE THE OUTLINE OF THE BOTTOM OF THE STRAP ALUMINUM OUTER POST ON THE FLOOR. REMOVE THE BRACKET / POST POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOCATE THE CENTER OF THE TRACED 5/16" HITCH PIN OUTLINE BY CONNECTING THE CORNERS TO LOCKING FORM AN 'X'. AT THE INTERSECTION OF THE _ I I STRAP 'X', DRILL A 5/8" DIAMETER HOLE A MINIMUM SELF DRILLING ' OF 3-1/2" DEEP INTO THE FLOOR. CLEAN SCREWS W/ 5/16" DUST OUT OF HOLE. FLAT WASHERS STEP 5 ASSEMBLE THE BOTTOM LOCK PLATE BY BOTTOM SLIDING (1) 1/2-130-1/2" BOLT DOWN 1/2-130-1/2" LOCK PLATE THROUGH THE TOP THE BRACKET AND HEX BOLT & NUT SECURING WITH THE HEX NUT FROM BELOW. 1/2-13 ATTACH THE BOTTOM LOCK PLATE TO THE HEX NUT BOT5/160M2 l" THE ELF DRILLING SCREPOST WS AS SHOWN SE DRILLING FIGURE 3 IN FIGURE 3. SELF DRILLING SCREWS -2- WIND LOAD POST INSTALLATION INSTRUCTIONS STEP 6 PLACE THE POST ASSEMBLY INTO POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOWING THE OUTER POST TO SLIDE DOWN THE INNER POST, INSERT THE 1/2-13x3-1/2" BOLT AT THE BOTTOM OF THE OUTER POST INTO THE HOLE IN THE FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK PLATE MUST REST ON THE FLOOR. STEP 7: ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U-BARS WITH (3) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS EACH (1) THROUGH THE HOLE IN THE STRAP BRACKET AND THE HOLE IN THE U-BAR AND HINGE AND (2) VERTICALLY INTO THE U-BAR AS SHOWN IN FIGURE 4. EXCEPTION: THE STRAP BRACKET LOCATED ON THE VERY TOP U-BAR MUST BE MOUNTED ON THE UNDERSIDE OF THE STRUT. LAY THE LOCKING STRAPS SIDE BY SIDE AND LOCATE THE SHORT STRAP. BEGINNING WITH THE SHORT STRAP AT THE TOP STRAP BRACKET, PLACE THE STRAP OVER THE POST AS SHOWN IN FIGURE 4. ALIGN THE HOLES IN THE ENDS OF THE STRAP WITH THE HOLES IN THE STRAP BRACKET AND INSERT A 5/16" HITCH PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICULAR TO THE POST. CONNECT THE STRAP TO THE POST WITH (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" BELOW THE STRAP ON THE DOOR SIDE OF THE POST AS SHOWN. DO NOT TIGHTEN THE SCREWS AGAINST THE STRAP. REPEAT FOR THE REMAINING STRAPS. ON TF.,• THE STRAP IS DESIGNED TO SLIDE FREELY BETWEEN THE SCREWS ALLOWING MOVEMENT OF THE DOOR RELATIVE TO THE POST. DO NOT PLACE THE SCREWS THROUGH THE STRAP OR TIGHTEN THE SCREWS TOO TIGHT RESTRICTING MOVEMENT. AFTER ALL OF THE STRAPS HAVE BEEN INSTALLED, CHECK THE POST TO MAKE SURE IT IS SECURE BY LIFTING UP ON THE POST. IF THE POST RAISES OUT OF THE HEADER LOCK BRACKET, CHECK THE LOCATION OF THE SCREWS ABOVE AND BELOW THE STRAPS. THE GARAGE SIDE SCREWS MUST BE LOCATED ABOVE THE STRAP AS SHOWN IN THE FIGURE 5. STORAGE INSTRUCTIONS AND DECAL INSTALLATION CONTINUED ON PAGE 4 (3) 1 /4-14x7/8" SELF DRILLING CRIMPTITE SCREW; STRAP BRACKET 5/16" HITCH PIN--' (2) 5/16-12x1" SELF DRILLING SCREWS W/ 5/16 FLAT WASHERS- -3- FIGURE 4 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 5 LOCKING STRAP WIND LOAD POST INSTALLATION INSTRUCTIONS STEP 1: LOCATE A CONVENIENT LOCATION AS CLOSE 0 THE DOOR AS POSSIBLE AND MOUNT, A. HEADER LOCK BRA KET TO THE WALL SUCH THAT THE DISTANCE BETWEEN THE BOTTOM OF THE HEADER LOCK BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE FLOOR AND THE BOTTOM OF THE HEADER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/16"x1-5/8" LAG SCREWS (ONE EACH SIDEIJ INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 2: MOUNT A STRAP BRACKET TO THE WALL IN LINE WITH THE HEADER LOCK BRACKET SUCH THAT THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THEI CENTERLINE OF THE HOLE IN THE STRAP BRACKET ON THE DOORI AND THE FLOOR WHEN THE DOOR IS FULLY CLOSED. THE STRAP B ACKET FOR STORAGE SHALL BE MOUNTED WITH (2) 5/16"x1-5/8" (LAG SCREWS INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONC�ETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 3 1 PLACE THE POST INTO THE STORAGE POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION EATS IN THE BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE STRAP BRACKET USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINS INTO THE REMAINING (LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE IN THE FLOOR. IUA AFTER INSTALLATION IS COMPLETE, LOCATE AN OBVIOUSLY VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THE POST AND . PLACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE DOOR AND POST FOR FUTURE REFERENCE REFER TO FIGURE 6. IMPORTANT LABELS AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR. 2. APPLIED BY INSTALLER - ONE (1) WIND( LOAD POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END OF SECOND SECTION. I 3. APPLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. -4- FIGURE 6 PLICE PLATE LOCATION o SEE SCHEDULE 14" MAX CLIP DETAIL 1 12" MAX 12" LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES. PE 3121 FAIROATE OR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERFICATON OF WWOLOAD CONSTRUCTION DETAILS. 13 GA MII` CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE (2) 1 /4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE 13 GA MIN CONTINUOUS WALL ANGLE •I REVISIONS , %CK 1/4"-20 TRACK CARRIAGE BOLT 'H 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK (1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 18'-0" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF Wayne® J_ ANGLE 12 FOOT 1ATED 1 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SSURES TO 3.00/-52.00 PSF FOR . DOOR WIDTHS 1NGED TEXAS WALL :LEA TO "CONTRJUOUS .L ANGLE". ADDED ISTRATE MOUNTING AIL CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. )ED MODELS 9800 8024 WITH OVERLAY TRACK CLIP IEDULE. 8/21/07 UPDATED MODELS RA IN CHARTS. )ATED SPLICE h CLIP IEDULES. ' 9/06/07 UPDATE MOUNTING AIL DRAWINGS -10/05/07 UPDATED CHARTS TO 1WATE THE USE OF : g8 CUP (REPLACED i d9 ACROSS THE 104/11/OB EXPANDED 1-1/2- TO /8" DOOR THICKNESS ART UP TO 14' HIGH. 12/11/08 UPDATED TITLE CK 6/2/10 DATE SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 P10 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CU SPF (G=0.42) OR BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL c• WITH MIN. (1) 1/4-200/8" SELF __. DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR HOLE LOCATIONS IN LIEU OF WELL Q, A 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP JOHN E. SCATES. PE 3121 FAIROATE DR. CARROLLTO N. 1X 75007 fL PE 51737 7X PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERtnCAIION OF YANDLOAD CONSTRUCTION DETAILS CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPL EEHEIGH# 7'-0" 7, 9. 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11. 11. 11 18 10'-O" 7, 9, 9, 9, 9, 11, 11, 11. 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11. 11, 13, 13 20 12'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11. 11, 11, 13, 13, 13, 13 22 14' - 0 „ 7, 9, 9, 9, 9. 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOORLICE HEIGH CLIP #'S FROM BOTTOM TO TOP SLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 13' - 0" 5, 6; 6, 7, 7, 9, 9, 9, 11. 11, 11, 13 18 14'-0" 5, 6. 6, 7. 7, 9, 9, 9, 11. 11. 11. 13. 13 18 MODELS 6100 8300 8700 1-3 8" TO 1-5/8" THICK D OR CLIP #'S FROM BOTTOM TO TOP SPLICE A� # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4. 4. 4. 4. 5. 6. 6, 7 8 10' - 0 " 4, 4, 4. 4. 5. 6, 6, 7. 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7. 9 10 12' - 0 " 4, 4, 4, 4, 5. 6. 6, 7, 7, 9. 9 10 13'-0" 4, 4. 4, 4, 5, 6, 6. 7, 7, 9, 9, 9 12 14'-0" 4, 4. 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOORLICE HEIGH CLIP #'S FROM BOTTOM TO TOP SLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-O" 4, 4, 4, 4, 4, 4, 4. 4 6 10'=0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagnd® Dalton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS(850)A47FLRIDA 409890 32514 REVISIONS P2 2 INCH TRACK -CUPS -TEXAS WALLANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO ♦46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO 717EN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CUP SCHEDULE. Gar 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE h CUP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWNGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE A8 CUP (REPLACED 1 1 04/11/08 EXPANDED 1-1/2' TO 5/6, DOOR THICKNESS 1RT UP TO 14' HIGH. •12/11/08 ADDED MODEL 8700. )ATED TITLE BLOCK 6/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 JPIO A Division;of Overhead Door corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage doorjamb to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 1 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY -0.55 DOUGLAS FIR SPECIFIC GRAVITY -0.46 SPF SPECIFIC GRAVITY -0.42 LOAD PER JAMB LB/FT"oTE3 100 24 1 24 24 120 24 1 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 .24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 .14 11 10 520 14 11 9 540 13 10 9 560 13 1D 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 1 9 7 6 p`j;eNae No.51737 '� r i 0 ; STATE OF ; W i fmo //j;' SIONA;,`� \X 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH I-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REWIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB =;30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/211, AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI /ASME STANDARD B18.2,1. Digitally signed by John,' E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCH�DULE 2 16d COMMON WIRE NAILS AND 16 THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NoTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 Na n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 Na n/a n/a 800 n/a I n/a n/a 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1 WITH A MINIMUM PENETRATION OF 2" INTO SIDI 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXII MINIMUM OF. THREE (3) PAIRS OF NAILS PER JAI OF JAMB SHALL BE PLACED A MAXIMUM OF 6" F 3. LOAD PER JAMB CALCULATED BY TAKING DESI( EXAMPLE: DESIGN LOAD = 30F DOOR WIDTH =16ft LOAD PER JAMB - 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" N 5. DOOR JAMB TO BE 20 OR LARGER NO.2 GRAD LUMBER OR BETTER MOUNTED TO SUPPORT S IF MOUNTING OVER DRYWALL, INCREASE FAST 6. DESIGN OF THE SUPPORT STRUCTURE SHALL I AND SHALL BE DESIGNED FOR THE JAMB LOAD 7. EDGE DISTANCES, END DISTANCES AND SPACII Digitally signed by John E. Scates, P Date: 2015.02.20 09:56:58 -06'00' John E. Scates. P.E. 3121 Fairgate Dr. Carrollton; TX 75007 Fl. PE 51737 TX PE 56308/1`2203 c�niegrFs : No.51737 STATE OF Qv�` %�pitns '.") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") GRAIN OF MAIN MEMBER. UM SPACING AS SHOWN IN TABLE WITH A 8. NAILS AT TOP AND BOTTOM OM THE END OF THE JAMB. V LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. ipsf x 16ft/2 = 240lb/ft XIMUM DOOR HEIGHT. SPF (SPECIFIC GRAVITY>=0.42) IER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. THE SOLE RESPONSIBILITY OF'THE BUILDING DESIGNER 5TED IN ABOVE TABLE AS CALCULATED PER NOTE 3. S SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Revision P16 SC11HEDULE 3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/NOTES 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 I 24 24 260 24--7 24 24 280 24 24 24 300 24 1 24 24 320 24 24 24 340 24 I 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 I 20 24 540 .15 19 23 560 14 I 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 I 15 19 680 12 15 18 700 11 I 14 17 720 it 14 17 740 11 I 14 16 760 11 13 16 780 10 13 16 800 10 13 15 No. 51737 STATE OF Q�` S R�OR%,P' �? . 6N 1. BASED ON 3/8" 0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3' AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 11 Eft LOAD PER JAMB - 30psf x 16ftt2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'I0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 OADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:57:27-06'QO' John E. Scates, P.E. 3121 Falrgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDU E 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETE NOTE I CONCRETENOTEI 14000 PSI 2000 PSI GROUT FILLEDCMUNorez 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 1 20 8 720 18 1 19 8 740 17 19 N/A 760 17 18 1 N/A 780 16 18 N/A 800 16 17 N/A 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCH CONCRETE WITH A MINIMUM EMBEDMENT DEPTH 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCH MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUD CONCRETE MASONRY UNITS SHALL CONFORM TO 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQ TABLE WITH A MINIMUM OF THREE (3) SCREW ANC OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FRO 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN �N`�0 G6N80%% No. 51737 0 ; STATE OF fz .'•��� //j; aIONi ;,`���� R WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED IF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". R WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". STM C90 AND GROUT SHALL CONFORM TO ASTM C476. IRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN ORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM THE END OF THE JAMB. )AD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =1611 LOAD PER JAMB = 30psf x 16ft/2 - 240110/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MA> 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE S LUMBER OR BETTER MOUNTED TO SUPPORT STRI IF MOUNTING OVER DRYWALL, INCREASE FASTEN 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE AND SHALL BE DESIGNED FOR THE JAMB LOAD LII 8. SCREW ANCHORS SHALL BE INSTALLED PER MANI Digitally signed by John E. Scates, P Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 JM DOOR HEIGHT. (SPECIFIC GRAVITY>=0.42) 'URE. LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. E SOLE RESPONSIBILITY OF THE BUILDING DESIGNER D IN ABOVE TABLE AS CALCULATED PER NOTE 4. �CTURER'S WRITTEN INSTRUCTIONS. Revision P16 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE4 2500 PSI CONCRETE NOTE I 14000 PSI CQNCRETEN°TE 2000 PSI GROUT FILLEDCMUNOTE2 100 24 1 24 24 120 24 1 24 24 140 24 24 24 160 24 I 24 24 180 24 I 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 I 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 I 24 16 400 24 I 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 I 24 8 540 24 24 8 660 24 I 24 8 580 24 I 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 I 20 8 700 20 20 8 720 19 19 8 740 19 i 19 8 760 18 18 8 780 1 18 18 8 800 1 17 I 17 8 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION AIN UNCRACKED CONCRETE WITH A MINIMUM EMBED'. 2. BASED ON 3/8" H HILTI KWIK BOLT 3 EXPANSION * MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MIN ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED" TABLE WITH A MINIMUM OF THREE (3) ANCHORS P OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FRC 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN GeNaF T�S • No.0737 STATE OF ; Q �• "i SIONAL i WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 1 WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A EDGE DISTANCE OF 4". ;TM C90 AND GROUT SHALL CONFORM TO ASTM C476. MAINTAIN MAXIMUM SPACING AS SHOWN IN JAMB. ANCHORS AT TOP AND BOTTOM fHE END OF THE JAMB. AD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB - 30psf x 6ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIM1 M DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPFI(SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THI SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LIST D IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:27-06'00' E. Scates, 3121 Falrgate Dr. Carrollton, TX 7SO07 FL PE 51737 TX PE 56308/F2203 Revision P16 Wagne® Balton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 � GENBF r�,��// • No.51737 111 pSTATE OF ; %�` 0�` 'j •••;�COR�QP�e ,.011i • �ON 1 , MINIMUM```\` SOUTHERN PINE 3 LUMBER. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 0958:53 -06'00' JOHN E. SCATES. PE 3121 FMRGATE DR. CARROLLTON. TX 75007 FL PE 51737 TX PE 58308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF BWNDLOAD CONSTRUCTION OETAILS. 1 6" MAX FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 20 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2X6 FOR ATTACHEMENT TO -CONCRETE -AND GROUT FILLED CMU. TYP. 6" MAX. HEADER LOCK Q-3/4" -1 2) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4 P DETAi MIMMUM 2500 PS CONCRETE NQ.IE� MAXIMUM DESIGN LOAD CAPACITY OF 2085 LEIS. SEE DETAILS 1. 2. AND 3 - REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2X6 93 rk HEADER LOCK SOUTHERN PINE BRACKET LUMBER, 4' 4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 4'. A]FTAiI 7 MINIMUM 2000 PSI GROUT FILLED CMU NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 21 6 ®3 rL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' DIAL LAG SCREWS WITH 1-1/4' O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER. DETAIL WQOD SUPPORT STRLICTIIRE NOTE- MAXIMUM DESIGN LOAD CAPACITY OF 2430 LBS. DRAWN SHEET 1 OF 2 rurrLrcn , REVISIONS v DRAWING PART NO. REV. 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