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MAIN LEVEL. F ;AMEN& FLAN ,i■
PROVIDE TEMPORARY
SHORING UNDER STEEL
BEAM AT THESE
LOCATIONS
SCALE: J' =I --o
NOTES,
!. INFORMATION TAKEN FROM SHEET 52.1G OF
IRONBRIDGE 50PR15 SERIES LOT 13&, 3203 GI R BY
5.K. PEIGHTAL EN&INEERS DATED NOVEMBER 10, 2004
2. CONCRETE SCREW ANCHORS (GSA) SHALL BE
MANUFACTURED BY SIMPSON STRONG --TIE COMPANY,
INC. TITEN HD STRENGTH FASTENERS OR EQUIVALENT
(E) I'YI&X7! (19f=15/e,
_ OR WI&X65 (bf=7%", tf=%/.�")
2° PX4" C5A
(4 RE&V)
_ - 6X6 OF #I
SHORING POST
8" MIN
/4" MAX
DO NOT DISTURB
FAILED BEARING
POCKET
L6X4) 1&' X O-3---.
N45 SIDES
FABRICATED Ye fe
GUIDE SHOE (TOTAL Y4"
GLR EA. DIRECTION)
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GAR"IELD COUNTY
BUILD G + EPAR
Date ? Z / ' By
LD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
MT!.
S fOR N& DETAILS
PROVIDE OPPOSING HARDWOOD
TAPERED SHIMS FULL COL END AREA,
RIP CUT AT I:I2 (5°) ANGLE; DRIVE SNUG,
TRIM ENDS FLUSH AND CONTAIN WITH
LOOSE CHANNEL OR BAR CLAMP.
(CLAMP RODS NOT SHOWN, FOR CLARITY)
Alexander, Judy
remodeIC 67 River Bend Way, GWS
Ironbridge PUD, Lot 166
(417-)0', ' S ,o71- /gore/71 ,r -2)
.751,//a/i4 , 49- Ped'/ie "men
BLRE-7-13-2B15
PATTILLO ASSOCIATES ENGINEERS
i!
3
e al
El '1 9
z w0<
<‘11pAo
> IL
DRAM BY: EGN
PROJECT ENG: RHP
CHECKED BY: RMP
SCh: A5 5410114
PROJECT q,tinCeeles
159JE DATES:
07/12/2013 155WD
TITLE
SHOWN& PLAN
AND DETAILS
SHEET
S 1