HomeMy WebLinkAboutSTRUCT - 650 - DETAILSRAKE TRIM
RAKE TRIM TO -
STOP AT EDGE
OF ROOF STEEL
GUTTER
(OPTIONAL)
CORNER TRIM
STEEL SIDING ---
NO OVERHANG
RAKE FINISH DETAIL
SCALE: 1"=1'-0'
5.
51D
RAKE TRIM
HAKE TRIM TO -
STOP AT EDGE
OF ROOF STEEL
GUTTER
(OPTIONAL)
J-CHANNEL
CORNER TRIM
STEEL SIDING J
SIDE OVERHANG WITH NO ENO OVERHANG
RAKE FINISH DETAIL
SCALE: 1"=1'-0"
g
GRADE BD. TO BRACKETED COL, CONNECTION
SCALE: 1'- V-0"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
�tOlYW1�0>��
DATE: 10/30/19
�5OLID ROW @ SAVE OR
RAKE LOCATION
�50LID ROW
RIDGE ROW SHOULD HAVE
RIDGE LOCATION
TWO NAILS PER SHEET
0�'adld
SOLID ROW
ALTERNATING ROW
ALTERNATING ROW
SOLID ROWS:
SCREW BESIDE OVERLAPIGRAD
�5OLID ROW
r -SOLID ROW
SCREW INTO EACH OVERLAP
SOLID ROWS:
SCREW BESIDE EACH RIB
SCREW BESIDE OVERLAP
i ALTERNATING ROW
ALTERNATING ROW
SCREW INTO EACH OVERLAP
ALTERNATING ROWS:
SCREW BESIDE EACH RIB
SOLID ROW
SCREW BESIDE OVERLAP
SOLID ROW
SCREW INTO EACH OVERLAP
ALTERNATING ROWS:
IP CAP
SCREW BESIDE OVERLAP
BARGE
SCREW INTO EACH OVERLAP
OARD
'-(4) 1 Gd THREADED HARDENED GALV. R5 NAILS
RED'D TO FASTEN CM TO EACH COLUMN
ALTERNATING
SCREW PATTERN (ROOF)
ALTERNATING
SCREW PATTERN (WALL)
SCALE: 114" = 1L
Rca1 T va• = P.B"
THI5 15 A GENERIC DETAIL TO SHOW OVERHANG FASTENERS.
ACTUAL OVERHANG CONSTRUCTION MAY VARY FROM THI5 DETAIL.
(1)4"GRK SCREW (PER -
SIDE) THROUGH EACH EAR
(4) 1 Gd R.S. NAILS
51MP50N DTTIZ ANCHOR: —
(1) 4" GRK INTO BASE OF
ANCHOR 4 (G) 5DB9- I Ga"
SCREWS INTO FACE OF ANCHOR
(3) I Gd R.S. NAI L5 4 (2) 3" -
DECK SCREW IN 2xG F4J GIRT
121' OVERHANG CONNECTION
SCALE: 1"= V-0"
AT ADDITIONAL C05T EXTRA FULL
WIDTH BLOCKING AVAILABLE UPON
REQUEST FOR 51DE OR END DOORS
2xG FOR DOORS 5 I G' WIDE
2x8 FOR DOORS > I GWIDE
IL5 3) IOd NAI L5 ALL 51DEWALL OHD BLOCKING SHALL BE 2xG
1.N.0) (U.N.O.) USE 2xG J015T HANGERS Q EA. CONNECTION
CREW NOTE: A = Door height
STANDARD OHD BLOCKING TO BE B = 1 /2 door height (Door taller than 12)
C = Door height + 3'-G" (operator)
INSTALLED UNLE55 INFORMED D = 112 of 'C" dimension (operator center support)
OTHEKW15C 15Y THE PUKCHA5CR Double up 2xG framing 8 door is 24' or wider. (All
OHD blocking to bs 5YP)
" INCLUDES EXTERIOR *INTERIOR GISTS" TYPICAL OHD BLOCKING DETAIL
GIRT TO COLUMN CONNECTION SCALE: 1' = 1'-0' (TYPICAL 241' HEADROOM TRACK ONLY)
SCALE:NTS
> 8" o.c.
G CEILING BOX
5
JAILS PER
CEILING NAILER CONSTRUCTION
2x4 GIRT TOP OF WINDOW
OR 000 lU 1ZE)
efP IA^ AKIN o
CO
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Ihd�
NOTE:
LUMBER FOR WINDOW BOX 15
2{8
1^`P�O
NOTE: THE SAME AS COLUMN 51ZE
IF WINDOW 15 LOCATED IN AN INSULATED WALL,
ALL GAPS BETWEEN R.O.'s 4 WINDOW FRAMES
WILL BE SEALED W/ LOW EXPANDING SPRAY FOAM
WINDOW
FRAME OUT DETAIL
SCALE:;" = 1'-0"
y1 ��P�� AFULQ FIL'�
TREATED 2x4 FASTENED TO BACKSIDE OF
TREATED 2x8 CENTER MATCH FOR THRESHOLD
NOTE:
IF DOOR 15 LOCATED IN AN INSULATED WALL,
ALL GAPS BETWEEN R.O.'s 4 DOOR FRAMES WILL
BE SEALED W/ LOW EXPANDING SPRAY FOAM
WALK DOOR FRAME OUT DETAIL
SCALE: o" = 1'-0"
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DRAWNBY: BL.i
MTO BY: XX
ENG. BY: PLANS
PSC: MAFNHEAgR
SHEET:
650
'Bi PROJECT#: -