|
[> NOTES
<br />1. DOOR QUALIFIES FOR HVHZ USE.
<br />2. FOUR SECTION 7' HIGH DOOR SHOWN. 8' HIGH DOORS HAVE
<br />FIVE SECTIONS.
<br />3. SECTION HEIGHT OF 20.812, 19.00 & 16.75 ARE AVAILABLE
<br />AND MAY BE USED IN COMBINATION TO ACHIEVE
<br />VARIOUS HEIGHT DOORS.
<br />4. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN. ALTERNATE
<br />PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE
<br />USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE.
<br />5. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE.
<br />6. RATED DESIGN LOAD +45/-49 P.S.F.
<br />7. USE THIS BRACKET, REF. P/N 405964-0003, ON 16' X 8' HIGH DOORS.
<br />8. TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE
<br />PROTOCOLS TAS 201-94, TAS 202-94. & TAS 203-94.
<br />9. DASH NUMBERS REPRESENT VARIOUS SECTION HEIGHTS.
<br />10. GALVANIZED STEEL SKIN SHALL CONFORM TO
<br />ASTM 653, 37,000 PSI MIN YIELD STRENGTH,
<br />DOOR SKIN MATERIAL SHALL BE GALVANIZED ACCORDING
<br />TO ASTM A525 TO G90 OR AN EQUIVALENT SURFACE COATING.
<br />11. JAMB LOAD CALCULATIONS:
<br />(1/2 DOOR WIDTH)(1 FOOT OF HEIGHT)(DESIGN LOAD)
<br />(8 FEET)(1 FOOT)(49 PSF)=392 Ib/FT OF HEIGHT.
<br />12. JAMB FASTENER REQUIREMENT:
<br />(1/2 DOOR WIDTH)(1 FOOT)(DESIGN LOAD)
<br />(8 FEET)(1 FOOT)(49 PSF)=392 lb.
<br />13. FOR ANCHORING INTO WOOD, USE ONE 5/16" LAG SCREW PER
<br />TRACK BRACKET WITH 1 1/2" EMBEDMENT INTO S.Y. PINE OR BETTER.
<br />14. IF ANCHORED DIRECTLY TO CONCRETE OR GROUT FILLED CONCRETE
<br />BLOCKS OR THRU A 2x6 WOOD JAMBS. USE ONE 5/16" POWERS LOK/BOLT
<br />PER TRACK BRACKET WITH 1 1/2" EMBEDMENT INTO CONCRETE OR BLOCK.
<br />15. DOUBLE STRAPS AT END STILE AND STILE LOCATED
<br />AT MIDPOINT OF DOOR WIDTH.
<br />PANEL
<br />SECTION
<br />WEATHERSE .�
<br />SECTION "C-C"
<br />SCALE: 1/2
<br />2" X 6" WOOD JAMB
<br />2" X 4" WOOD JAMB
<br />3 1/8
<br />OR EQUIVALENT
<br />„D R
<br />HORIZONTAL TRACK
<br />& COUNTERBALANCE
<br />I
<br />OPTIONAL SPLICE IN
<br />HORIZONTAL TRACK ATTOP
<br />r
<br />OF RADIUS964-0003„D„4-0003
<br />7
<br />405964-0003
<br />IINUS1 "G�FX
<br />1�® ( 615
<br />55
<br />45
<br />F046450-000332
<br />22
<br />I
<br />404043-0006 -�
<br />TYP 4 PLACES
<br />066341-0006
<br />TYP 2 PLACES
<br />404043-0005
<br />TYP 4 PLACES
<br />066341-0006
<br />TYP 2 PLACES
<br />035-0001 & 4
<br />0585831-0002
<br />TYP 4 PLACES
<br />404043-0004
<br />TYP 4 PLACES
<br />066341-0006
<br />TYP 2 PLACES
<br />` 401124-0001
<br />�3✓ 061 166-000;
<br />STANDARD TRACK DETAIL FOR 16'
<br />SCALE: 1/16" = 1" SERIES 180 THRU 189
<br />ARE EQUIVALENT CONSTRUCTION
<br />END HINGE
<br />TTOM FIXTURE
<br />DETAIL "F"
<br />SCALE. 1/4
<br />(16' WIDE)
<br />2" X 6" WOOD JAMB
<br />2" X 4" WOOD JAMB
<br />OR EQUIVALENT
<br />SEE NOTES 15 & 16
<br />DETAIL "E"
<br />SCALE: 1 /8
<br />?011ER �•968
<br />2.093
<br />VIEW "D-D"
<br />2" TRACK
<br />.090 THK VERTICAL
<br />.090 THK (HORIZONTAL)
<br />/-P/N 046450-0003
<br />,r-- 1/4" TRACK BOLT
<br />SCREW P/N 605879-0002
<br />BOTH SIDES OF STRUT AT CENTER STILE,
<br />TOP SIDE OF STRUT AT CENTER OF PANEL. CENTER STILE a8
<br />P/N 408680-0004,5,E
<br />HEADPLATE r
<br />SPRING ANCHOR T
<br />400735-0001
<br />BRACKET TYP 9 PLACES
<br />rSHAFT
<br />REVISIONS
<br />DE9CFWnON I DATE
<br />HS-3 STRUT
<br />TOP
<br />FIXTURE
<br />0
<br />TUBE STRUT
<br />AND STRAP
<br />SEE
<br />NOTE 2
<br />END HINGE
<br />n _
<br />066590-0000
<br />TYP 4 PLACES
<br />06116E-0003
<br />TYP2P C S
<br />I,
<br />IIIfIN IIIIIIJ
<br />r24 GA. f�i4 ... . ... .
<br />SECTIONS
<br />,II'I
<br />FA
<br />EA
<br />ICI
<br />ICI
<br />ICI
<br />ICI
<br />l�Ill�l'`'
<br />IIA�
<br />0-
<br />:. .
<br />'• 6' ""
<br />��I�I
<br />I'IMlil
<br />lilllil
<br />lilllil
<br />I--;
<br />1i.wi�
<br />��I�I
<br />�I�I�I
<br />Sri--
<br />I�I�I�I
<br />I�III�I
<br />I�Ir•�
<br />1�ffl
<br />'-1a'C-r-T7'ss-a'«Ta'r-7'•:'tT7'
<br />SEE
<br />16'-0" MAX il
<br />...
<br />SERIES 180 - 46.7 PSF WINDLOAD
<br />WIDTH
<br />CENTER STILE
<br />END STILE
<br />ROLLERS�
<br />BRACKDOOR
<br />STRUTS/SECT.
<br />ROLLER
<br />TRACK
<br />VEnCAGE
<br />JAMB -HT)
<br />(# PER FTCAL
<br />HARDWARE
<br />16'
<br />7
<br />DEL W/END CAP
<br />NO
<br />TUBE & HS3
<br />2" X 5/8
<br />392
<br />STD. & FIVY DUTY
<br />2"•090"
<br />D NOTES 3 3/4 --
<br />.106 MIN
<br />0 0 o 0
<br />3 5/8 ?ART DIM"H"
<br />_ _ J__ 7 1/2 Q NUMBER (REF)
<br />0 Lo
<br />0 0 o I 404043-0004 1.34
<br />--� �- .10E MIN I 404043-0005 1.59
<br />--� 2 7/ 16 . - I 404043-0006 1.84
<br />404043-0007 2.09
<br />P/N 066590-000. TOP FIXTURE 0
<br />2 5/8 "H"
<br />.070 MIN
<br />noo
<br />P/N 404043-XXXX. END HINGHEAVY DUTY 5/8" STEM
<br />1 3/4" 1 7/8
<br />3 5/16 MAX
<br />7 1/2 .150 MIN. �--
<br />0
<br />O
<br />0 0 2 1/2" H
<br />Q o 1 11/32 6"
<br />T -� -►- .108 MIN 0 0 REF
<br />2 1/2 l-- 5/8 P/N 405964 & 046.450. BRACKET. SCAB iI
<br />I o
<br />P/N 400735-0001, CENTER HINGE PART. NUMBER "L" o 0
<br />405964-0001 3-1/4"
<br />046450-0003 4" D P/N 401124-009, BOTTOM FIXTURE (RIGHT HAND SHOWN
<br />)
<br />P/N 401124-001, BOTTOM FIXTURE (LEFT HAND)
<br />1/8 � 3.50 � LENGTH =DOOR WIDTH - 1"
<br />5 8
<br />1 7/8 ` .055
<br />P/N 400650-0003..ROLLED HS-3 STRUT
<br />CL OF
<br />EMBOSSED
<br />PANEL
<br />I
<br />5625"
<br />0 �
<br />E� 0
<br />5.125" 1.125" TYP
<br />E--
<br />.9375" TYP
<br />DETAIL "G"
<br />SCALE= 1/4"
<br />THE LOUVER IS AN OPTIONAL FEATURE AND
<br />MUST BE SPECIFIED BY DISTRIBUTOR
<br />UUOK WIUIH
<br />INTERIOR ELEVATION
<br />SCALE: 1 /16"=1 "
<br />ODC GENIE EQUIVALENCE CHART
<br />CDC SERIES
<br />GENIE SERIES
<br />188
<br />COS 300
<br />189
<br />GDS 30 R
<br />--{ 1 7/8" THK.
<br />SECTION "A -A"
<br />SCALE: 1/4
<br />3WN)
<br />HT
<br />OVERHEAD DOOR CORPORATION
<br />., 0
<br />2501 S. STATE HWY 121, SUITE 200
<br />LEWISVILLE, TX 75067
<br />LeROY G. KRUPKE, P.E. #36580
<br />MIME
<br />DATE
<br />OPANNOWM'
<br />IM DWANO AND/OR TECHNICAL KFORWIM ON WE
<br />SWEE*EnavnOPEWOFO%lM DOOR mNVRAMN
<br />ar Rs su rMa E IANED N FUWOlES FOR
<br />EMrAHEosID Arm urmwt AsarMxs PORPass ONLY .
<br />+wowYNOT 9EMM OUCEOORUSED TO UF=UK
<br />ANYmNa DrS�am WWOM WIIHOUTHc 0�
<br />POOMMON OF DYERNEAD DOOR CORPOPATM *OCN VAll
<br />RELW.L and 91EhTAr ANY ME. -
<br />a
<br />.m
<br />A,eNwcaYanwoEOR
<br />Na
<br />�ma„m�.N
<br />�,a -,�
<br />�r«�o�
<br />aria•
<br />w.y�rf.N,.yr ® TM
<br />9RMMI sr:
<br />G.J. MOORE
<br />6/22/94
<br />SERIES 180 RESIDENTIAL
<br />STEEL DOOR,+45/-49PSF,
<br />16'-0" MAX WIDTH{
<br />MaoDM
<br />N/A
<br />CWMWD 9Y,
<br />P. VESSELS
<br />7/20/94
<br />Mvnva
<br />.,r.-
<br />mol
<br />®- 408804
<br />APP= aN91:
<br />NONE
<br />UW OF MEASURE:
<br />EACH
<br />APPWM BY:
<br />S. BOUCHER
<br />7/20/94
<br />SCALE' 3/8 ,HEer 1 OF 2-
<br />END STILE WITH
<br />OPEN END CAP a CENTER STILE END STILE WITH
<br />P/N 408441-0007,8,9 P/N 408680-0004,5,6 ag CLOSED. END CAP Qg
<br />P/N 408794-0001,2,3
<br />I I FFTI 1 I I
<br />REVISIONS
<br />DESCMPMaN DATE
<br />CENTER STILE
<br />P/N 408680-0004,5,6 ag
<br />SCREW P/N 605879-0002 �P/N 605879-0002 _
<br />P/N 40 650- 003 P/N 40 650 00 3'
<br />SECTION "B-B" SECTION "B-B'
<br />STEEL STRUTS STEEL STRUTS
<br />(16' WIDE DOORS) END STILES SHOWN IN SECTIONS "B-B" (16' WIDE DOORS)
<br />18 ARE EQUIVALENT CONSTRUCTION
<br />CENTER STILE END STILE WITH CENTER STILE
<br />END STILE WITH P/N 408680-004,5,6 a9 CLOSED END CAP ag P/N 408680-0004,5,6 a9
<br />OPEN END CAP
<br />P/N 408441-007,8,9 9 P/N 408794-0001,2,3
<br />I I I I I
<br />2" �+- 4"�-LENGHT= DOOR WIDTH - 1" - +� / I I / I I I I I 1
<br />SCREW SCREW
<br />__-__ - P/N 605879-0002 P/N 605879-0002
<br />BE STRUT 607935-0001 TUBE STRUT 607935-0001
<br />SECTION "G-G" AND STRAP 405831-0002 SECTION G-G AND STRAP 405831-0002
<br />------- ----- - STEEL STRUTS EACH CENTER STILE STEEL STRUTS EACH CENTER STILE
<br />(16' WIDE DOORS) (16' WIDE DOORS)
<br />.083 15 END STILES SHOWN IN SF•Q'fj,QNS "G-G"
<br />ARE EQUIVALENT CONSTRUCTION
<br />P/N 607935-001, STRUCTURAL TUBING, RECTANGULAR. .083 THK.
<br />5/8 DIA 9 1/2 REF
<br />REF 7/16
<br />4-
<br />0 o 0 1/16" 1
<br />OTHROW4.00 �3/4
<br />ET2
<br />� 1 13/16 DIA
<br />4 5/8" o REF -Li
<br />o
<br />P/N 066341-0005. ROLLER ASSY, 2" TR-5 W/ 5/8" STEM 2.00
<br />Tr -P/N 405831-0002 STRUT STRAP
<br />1.06 16 GA, (.060) GALV. STEEL
<br />P/N 061601-0000 SLIDE LOCK AS SY 47 REF
<br />REF
<br />�-- 1.81 DIA
<br />REF i
<br />I--- 5 1/8"� 1 3/4" A OVERHEAD DOOR CORPORATION
<br />REFS 2501 S. STATE HWY 121, SUITE 200 7
<br />2 3 8" LEWISVILLE, TX 75067
<br />o �• / H
<br />P/N 06116E-003. ROLLER AgSy 2" TR-3 W/ 7/16" STEM
<br />0 LeROY G. KRUPKE, P.E. #36580
<br />.108 MIN 'Ross me
<br />sPEof•D r. DATE ORAVONOSERIES
<br />TRLE
<br />THE atw m Arm/OR TEE MAL NFDRDAMON ON mE D.asONs Me N naes. m °1LLi1S• aRARN eY: SEfiIES 180 RESIDENTIAL
<br />SHM E THE PROPM OF D.sMHFAD mart OORPOUT N ow" •m . sf',.gPud ryw o 7Ofi� G.J. MOORE • 6/22/94 STEEL DOOR. +45/-49 PSF,
<br />P/N 405964-0003. BRACKET. SCAB JOIN T OR nS SUBSIDDRY ANO IS LOANED N COWO MCE FOR wtETau � RY; 16'-0" MAX WIDTH
<br />EMONEMC AND WRML ASSM&MCE PURPOSES ONLY,
<br />ANO DAY NOT BE REPRODUCED ON USCOTo uMWFAMM n m u s,.Ae�mi maroN N/A P. VESSELS - 7/20/94 oRAWNO
<br />ANYmNO 019MOSED HEREON WUWfT THE DFMS a, a so do.mt . V,P mmam ®- 408804
<br />P004SMON OF OVU* Ml DOOR CORPODATCH WHCH WY m. a mf aw mc.mram AMMO MMSH: MR OF YEAS M AFPROVm m^
<br />REML THS 94M AT MY THE NONE EACH S. BOUCHER - 7/22/94 . 3 g ;w 2 OF 2
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<br />ISSUE DATE: 05/06/10
<br />JOB CAPTAIN: JMG
<br />SCALE: AS NOTED
<br />CHECKED BY: JMG/PF
<br />PROJECT NUMBER: 0737
<br />PRODUCT
<br />APPROVAL SHEET 03
<br />
|