HomeMy WebLinkAboutREVISION 7-13-1814'-0"
�I 2' -OOF"
TOP BEAM
10' -O"
STOP OF BEAM
5Ef _
3/4" = I
ANCHOR LEGEND
MARK
OALLOWED
MAXIMUM
UPLIFT
SIMPSON
MODEL
NUMBER
QUANTITY, SIZE E TYPE
OF ANCHORAGE REQUIRED
A
1810
14ETA20
12 - IOd
-IOd X 1/2"
C
TT40
HD9B
5/8" BOLTS
/4 C R TO CON, I6 - IOd GIRDER
E
10530
HG7 - 3
2 - 3/4" ANCHOR TO CON,16 - IOd GIRDER
F
13400
FGTR-DBL
36-SDS 1/4" DIA X 3" IN GIRDER
FOUR 1/2" DIA X 5" TITEN HD TO WALL
NAILING SCHEOULE
ITEM
NAIL
SIZE
EDGE
SPACING
FIELD
SPACING
NOTES
5/8 CDX ROOF SHEATHING
8 d
6" O.C,
b" O.C.
GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE
5/8" COX ROOF SHEATHING
8 d
4" O.C,
b" O.G.
8'- O" FROM GABLE END ROOF EDGE
I/Y CDX WALL SHEATHING
8 d
6" O.C.
6" O.C.
3/4" T$G FLOOR SHEATHING
10 d
6" OC.
b" O C.
GLUE ALL PLYWOOD (PL400 OR EQUAL)
STUD TO 2 X 12 HEADER
16 d
3 PER HEADER PLY
BASE SHEET NAILING
b" O/G
Ig" II"
Ajunoo alarr I,
As
03NNVD(
10'-0" AFF,
8" W X IS" D POURED CONCRETE
TIE BEAM W/ 4 #5 BARS CONTINUOUS
,I,10'-0" AFF.
° S" X Ib" D POURED CONCRETE
TIE BEAM W/ 4.5 BARS CONTINUOUS
�8'-2" AFF.
TPRE-CAST CONCRETE FILLED LINTEL
W/ 105 BAR CONT. t 2" UPSET
THESE PLANS AND ALL PROPOSED. WORK
ARE SUBJECT TO ANY CORRECTIONS
R;YjUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
E ANCHORED TO CONCRETE BEAM W/ SIMPSON NE7A20
ERWISE ON LAYo4*CCEEp4LEDFASTENERS ORATTA
ANCHORED TO FRA IJI'MAiMN06"
ERWISE ON LAYOUT, CC RACTOROFRECORO
TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS
BEARING DETERMINATION FEASIBILITY $ ARCHITECTURAL AID
2ER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS d ALL TRUSS d
ING
ANCHORS, TIE DOWNS, ETC, MUST BE VERIFIED W/ WIND LOAD
INSTALLATION
D LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS
'R VERIFICATION $ APPROVAL PRIOR TO FABRICATION
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