HomeMy WebLinkAboutSTRUCT - BUILDING CROSS SECTIONS & DETAILSVALLEY FLASH
1 'xis" AT SHEATHING WITH III 7/fG"0 D
SHIELD
EACH SIDE OF VALLEY
ac VALLEY DETAIL
602 SCALE: y" = 1'-0•
STEEL ROOF PANELS (NO —
THERMAX ON VALLEY ROOF)
2x4 UPRIGHT PURLINSJ
@24"o.c.
2xG LEDGER BOARD
FASTENED TO TRU55'T5"
WITH (2) I Od NAILS @241-o.c.
3-PLY 2xG STUB UP FROM —
CENPER OF LVL HEADER - TO
SUPPORT TRU55'TS"
2xG 5YP BLOCKING AT
TOP 4 BOTTOM OF LVL
HEADER- FASTEN OR
I Od NAILS @G"o.c.
2x8 T4G STACKED PURLIN5
TERMINATE ON TOP OF TH15
TRUSS
TRU55'T5"FASTENED TO
COLUMN EXTENSION
MAX -RIB STEEL 51DING ON
ENTIRE GABLE WALL
HORIZONTAL 4k6" CEDAR
MEMBERS TO TIE INTO MAIN
BLDG T.B.D.)
110'-0'
B/ TRU55
—(2) 1 G" LVL BOX HEADER -
FASTEN TO COLUMNS W/ (45)
I Od NAIL5
FIELD -CUT END Of 107'-2' ,`
TRUSS AND FASTEN TO T/ DOOR FRAMEOUT
CUSTOM STEEL MANGER
THAT 15 MOUNTED TO
LVL HEADER 2xG SPACER GIKT5 BELOW LVL
BOARDS
hLUM STOREFRONT DOOR
�R ,ENTRY HEADER DETAIL
602 SCALE:" = 1'-0•
RELEASED FOR CONSTRUCTION , ENTRY CANOPY SECTION
Subject to compliance with all regulations 602 SCALE: V=1'-W
of State and Local Codes
City of Camel ((��
`�vmlULlBnrJnwAaL
DATE: 10/30/19
TRIM
5ARGE BOARD WITH
5 FLASH
4G STACKED PURLIN5
ii FROM UNDERSIDE
NNOPY)
.EDAR TRU55 OR PAINTED
C STEEL TRUSS PLATES
1 10'-0"
:EDAR TRU55
108'-0"
CEDAR BEAM
;EDAR DECORATIVE BEAM
;EDAR COLUMN
103'-0"
T/ MASONRY
FOR MASONRY BASE
BRACKET SUPPLIED 4
,LLED BY FBI
100'-01, dift
T/ FOOTING Y
24" CONCRETE FOOTING
R TO GC DRAWINGS)
dA CANOPY COLUMN DETAIL
Pq2 SCALE: Y2" = V-0"
7/`d' 05D APPLIED TO EXISTING
END TRUSS TO SEAL ATTIC
SPACE FROM ARENA
2xG HORIZONTAL NAILER5 @4'0.c.—
FOR SEAMS OF HORIZONTAL 448'
SHEETS OF 7XCII 0513 INTERIOR LINER
AT VARIOUS TWILLED AREAS OF
REMOVED WNDOW5
EXISTING 2x4 PURLIN5 (LAID
FLAT) SHALL REMAIN A515
REMOVE EXISTING RAKE TRIM
AND RUN NEW ROOF STEEL 4
THERMAX OVER TRANSITION
NEW UPRIGHT 2x4 PURLIN5
FASTEN 2xG 5YP LEDGER BOARD
INTO EXISTING END TRU55 W/ (2)
I Od NAILS @ 1 21PO.L.
EXI5TI NG ENDWALL TRU55
SHALL REMAIN
CEILING JOISTS @24110.c.
I I G'-0"
D/ EXISTING TRU55
5' 4 13/�s'
IN CEILING JOISTS
�2x5 NAILER FOR CEILING
JOISTS - FASTEN TO EXISTING
COLUMNS W/ (3) 1 Od NAILS
@24"o.c.
GC TO DETERMINE IF TH15
EXISTING ENDWALL HAS
INSULATION OR IF IT NEEDS
TO BE PROVIDED/REPLACED
�BROOF CONNECTION SECTION
!2)
02 SCALE: Y = 1'-0"
602 SCALE: Y = V-0"
ROOF PANELS
TRIM
MAX -RIB STEEL 51DING
f
ENDWALL TRU55'T "
—2xG WIND BRACE (SEE SHEET
300 FOR LOCATIONS)
1 1 5-4'aXd'
B/ TRUSS BEAR I NG
2xG 5PF PLATE
2x4 CEILING JOISTS @24"o.c.
G"UNFACED BATT INSULATION
2EAST GABLE SECTION
fi02 SCALE: )d" = 1'-0"
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DRAWN BY:
BILL
MTO BY:
ENG.BY:
ALANS
PSC: MABNHEAEe
SHEET:
602
Too PROJECT M:
116167