HomeMy WebLinkAboutARB201200032 Legacy Document 2012-05-02���ALT H OF ��
1
DALE LEE CUPP a
No. 008444
MILLER CUP P ASSOC.
ARCHITECTS, P.C.
1951 —A EVELYN BYRD AVENUE
HARRISONBURG, VA. 22801
PHON (540 434 -6044
FAX 540) 34 -1142
NOTE: BUILDER IS RESPONSIBLE TO PROVIDE ADEQUATE BEARING CONDITIONS
AND LATERAL BRACING FOR BEAMS AND LINTELS.
`QRCHITEC� IN GENERAL, STEEL BEAMS REQUIRE 8" MINIMUM BEARING LENGTH ON SOLID
MASONRY OR SPECIFIC BEARING PLATES ON WOOD OR STEEL COLUMNS.
DATE: 3 -23 -12
DESIGNED: MCL
PAGE: I of I
REVISED:
NAME OF PROJECT: MULTILANGJAGE SIGN FOR KINGDOM HALLS OF JEHOVAH'S WITNESSES
CALCULATIONS
WIND REACTION:
R =45 PSF (INCLUDES 1.5 SAFETY FACTOR) x 8.61' x 8.0' = 31214
WIND MOMENT.
M = 31214 x 4.0' (E OF SIGN HEIGHT) = 12,484 FT -LBS
FOOTING WEIGHT REQUIRED TO RESIST MOMENT.
12,484 FT- LBS /2' FTG TOE = 6242#
'91, 141, /! -/ill 141, 811
's
tz
FnnTINr..-
6292 # /150 PCF = 42 CF MIN.
4' x 10' x 1.16' = 46 CF (OK)
SPECIFICATIONS:
CONCRETE: 3500 P.S.I.
REBAR: 60 K.S.I.
16" x 16" BRICK PIER EACH SIDE
OF SIGN W/ 1 46 VERTICAL REBAR
TIED TO FOOTING STEEL. FILL
CENTER OF PIER W /CONCRETE.
10' x 4' x 14" THK. CONC. FOOTING
W/4 46 REBAR LONG WAY AND
10 46 REBAR SHORT WAY 3" FROM
BOTTOM OF FOOTING
FOUNDATION PLAN
SCALE: 1/4 " =1' -0"
BRICK: LAWRENCEVILLE BRICK "OLD RICHMOND"
ENGINEER SIZE STOCK 44 -115
3 COURSES CORBELED BRICK
(I" CORBEL EACH COURSE)
ENGINEER SIZE BRICK
16" x 16" BRICK PIER EACH SIDE
OF SIGN W/ 1 46 VERTICAL REBAR
TIED TO FOOTING STEEL. FILL
CENTER OF PIER W /CONCRETE.
24 S.F. BLACK GRANITE SIGN
WITH ENGRAVED LETTERS
(GOLD LEAF FILLED)
BRICK ROWLOCK COURSE
HED GRADE
10' x 4' x 14" THK. CONC. FOOTING
W/4 46 REBAR LONG WAY AND
10 46 REBAR SHORT WAY 3" FROM
BOTTOM OF FOOTING
ELEVATION
SCALE: