05-91-007NEW TIE BEAM
205X2' -ro" DOWELS
DRILL roll INTO EXIST
TIE BEAM 4 SET IN
EPDXY RESIN.
EXISTING
TIE SEAM
T)"FICAL NEW TO EXI ,5TINC;
TIE 5EAM CONNECTION DETA L
c FOOTING
4 -. ",� -K, i- ...,W„ '- &- .,
DRILL (o" INTO EXISITNG FTC
4 SET IN EPDXY RESIN.
TYPICAL. NEW TO EXISTING
WALL FTC; CONNECTION DETAIL
STRAP NEW FILLER TR1J55E5
TO EXISTING TRU551 =5 W/ HUGHES
RT24 STRAPS W/ 5 -106 NAILS TYPICAL
EXISTING $
TO REMAIN
D /8" CDX SHEATHING ATTACHED
W /10a NAILS AT b" O.G. TYP
A— FILL -ER TRUS5ES 6 24" O.C.
TRU55E5 6 24" O.G.
NEW TIE MAM
ExISTING OVERHANG TO
13E REMOVED
BILLER TRU55E5. TO EX15TINC
TRI.I55E5 CONNECTION DETAIL
3/4"=11.0"
DESIGN LOADS:
ROOF LOAD
LIVE LOAD 30 PSF
DEAD LOAD 25 PSF
FLOOR LOAD
L I VELOAD 60 PEP
DEAD LOAD 10 PSF
WIND LOAD
146 MPH AS PER ANSI / ASCE 7 -S6
CATEGORY
EXPOSURE C
IMPORTANCE FACTOR 1.0
DEAD LOAD RESISTING UPLIFT 10 PSF
UPLIFT ON ROOF TRUSSES 47 PEP
ROOF SHEATHING NAILING SCHEDULE:
A. PROVIDE 2x4 BLOCKING AT ALL RIDGE 4 HIP LINE
w/ 3 -106 NAILS FROM EACH SIDE
B. ANCHOR 5/8" COX PLYWOOD w/ $5 WOOD SCREWS * 2 1/2" LONG AT 6" O.G. THRU -OUT
AND OVER THE LEDGER .
C. USE 5/8" CDX PL*rWOOD w/ 10d RINK SHANK NAILS AT 6" O.C. THRU -OUT
EXCEPT OVER THE OVERHANG TO BE 4" O.C.
STRUCTURAL SPECIFICATIONS
REINFORCING STEEL 60000 PSI
CONCRETE 3000 PSI
SOUTHERN PINE $2
Fp ='BI5 PSI
F v = 90 PSI
E = I.6X1.6PSI
SOIL STATEMENT
SOIL AT THE SITE IS ROCK AND SAND WITH AN
ALLOWABLE BEARING CAPACITY OR= 2.0 KSF ON
V 1 SUAL INSPECTION. CERTIFICATION BY ARCHITECT
PRIOR t0 FOUNDATION INSPECTION,
FOUNDATION SCHEDULE
MARK
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