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CALCULATIONS
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NOTE: WIND REACTION:
3" LETTERING NEW PROPOSED R=45 PSF (INCLUDES 1.5 SAFETY FACTOR) x 8.67' x8.0' = 3121#
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Kinll ENGRAVED LETTERING ON WIND MOMENT:
' / / M=3121# x4.0' (CE OF SIGN HEIGHT) = 12,484 FT -LBS
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S.F. GRANITE SIGN.
4" AND 3" LETTERING 24" FOOTING WEIGHT REQUIRED TO RESIST MOMENT:
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IN 11"z3'-7'• WITH GOLD LEAF FILL. 12,484 FT-LBS/2' FTG TOE = 6242{//
- / / LETTERING TO BE
44" AND 3" LETTERING CENTERED ON SIGN
IN 11".3'-11" FOOTING
/. 6242#/150 PCF = 42
SIGN STRUCTURE TO
4j" AND 3" LETTERING REMAIN UNCHANGED. CF MIN.
IN 11"z4'-1" 4'x 10'x 1.16' = 46 CF
ENGRAVED BORDER 2" (OK)
FROM EDGE OF SIGN SPECIFICATIONS:
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CONCRETE: 3500 P.S.I.
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SIGN DETAIL - NEW LETTERING REBAR: 60 K.S.I.
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SCALENTS
ADDITIONAL NOTES'
ONLY THE LETTERING ON THE SIGN WILL CHANGE. SEE SIGN DETAIL.
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_ _ 16"x16" BRICK PIER EACH SIDE OF ALL SIGNAGE STRUCTURE AND SETBACK FROM ROAD TO REMAIN.
c a SIGN W/ 1 #6 VERTICAL REBAR ALL EXISTING LANDSCAPING, PREVIOUSLY APPROVED, AROUND
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]— TIED TO FOOTING STEEL. FILL PROPOSED SIGN TO REMAIN.
- - CENTER OF PIER W/ CONCRETE ALL EXISTING LIGHTING, PREVIOUSLY APPROVED TO REMAIN.
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Q
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10'x4'.14" THICK CONC.
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FOOTING W/ 4 #6 REBAR LONG
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WAY AND 10 #6 REBAR SHORT
WAY 3" FROM BOTTOM OF �" �4".
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FOOTINGm
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FOUNDATION PLAN
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LOCATION OF EXISTING
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SIGN.
"OLD
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BRICK: LAWRENCEVILLE BRICK RICHMOND" � .�J SAME LOCATION BE
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ENGINEER SIZE STOCK 4-15 OS
# � USED FOR PROPOSED
SIGN.
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SEE DETAIL FOR 3 COURSES CORBELED BRICK
CORBEL EACH COURSE) �
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DIMENSIONS AND NOTES (1"
%
ENGINEER SIZE BRICK
16"06" BRICK PIER EACH SIDE OF
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SIGN W/ 1 #6 VERTICAL REBAR
TIED TO FOOTING STEEL. FILL CENTER
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OF PIER W/ CONCRETE
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Of
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24 S.F. BLACK GRANITE SIGN j
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WITH ENGRAVED LETTERS (GOLD
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LEAF FILLED)
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BRICK ROWLOCK COURSE
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FINISHED GRADE
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10'x4'.14" THICK CONC. FOOTING W/ 4
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ELEVATION - KINGDOM HALL SIGN ,� SITE - EXISTING SIGN LOCATION
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SCALE�1/4' = 1'SCALF, NTS
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1.1t)ltw , kkcall� C—l(rQa-(EJB CX0J IZ 17017
CALCULATIONS
I 1 1
LETTERING
NOTE:
NEW PROPOSED
WIND REACTION:
R=45 PSF (INCLUDES 1.5 SAFETY FACTOR) x 8.67' x8.0' =
3121#
V)3"
Hall
ENGRAVED LETTERING ONKingdom
WIND MOMENT:
(�
LLJ
24" S.F. GRANITE SIGN.
M=3121# x4.0' (� OF SIGN HEIGHT) = 12,484 FT -LBS
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42" AND
3" LETTERING i i
FOOTING WEIGHT REQUIRED TO RESIST MOMENT:
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IN 1 1 "x3'-7"
WITH GOLD LEAF FILL.
12,484 FT-LBS/2' FTG TOE = 6242#
�—
SaM del Rein
/ LETTERING TO BE
41" AND
3" LETTERING - , . , , , .
, CENTERED ON SIGN
N 11%3'-11"
FOOTING:
jumba]a UfalmeSIGN
STRUCTURE TO
6242#/150 PCF = 42
42" AND
3" LETTERING la Mashahidli wa Yeho
va REMAIN UNCHANGED.
CF MIN.
IN 1 1 "x4'-1 "
4'x10'x1.16' = 46 CF
"
ENGRAVED BORDER 2"
(OK)
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FROM EDGE OF SIGN
SPECIFICATIONS:
CONCRETE: 3500 P.S.I.
SIGN DETAIL - NEW LETTERING
REBAR: 60 K.S.I.
4
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SCALE NTS
ADDITIONAL NOTES:
ONLY THE LETTERING ON THE SIGN WILL CHANGE. SEE SIGN
DETAIL.
8' t' -a" 6' t' -a" s'
16"x16" BRICK PIER EACH SIDE OF
ALL SIGNAGE STRUCTURE AND SETBACK FROM ROAD TO REMAIN.
SIGN W/ 1 #6 VERTICAL REBAR
ALL EXISTING LANDSCAPING, PREVIOUSLY APPROVED, AROUND
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TIED TO FOOTING STEEL. FILL
PROPOSED SIGN TO REMAIN.
t -a t'-8"
CENTER OF PIER W/ CONCRETE
ALL EXISTING LIGHTING, PREVIOUSLY APPROVED TO REMAIN.
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t' -a" ^;K s'
10'x4'x14" THICK CONIC.
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FOOTING W/ 4 #6 REBAR LONG
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FOOTING
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ON PLAN
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0_FOUNDATI
SCALE; 1/4" = 1'-0"
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LOCATION OF EXISTING
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BRICK: LAWRENCEVILLE BRICK "OLD RICHMOND"
/ c,31 / / / fi SIGN.
� : SAME LOCATION TO
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ENGINEER SIZE STOCK #4-15
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USED FOR PROPOSED
SIGN.
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SEE DETAIL FOR
3 COURSES CORBELED BRICK
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DIMENSIONS AND NOTES
(1" CORBEL EACH COURSE)
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ENGINEER SIZE BRICK
BRICK PIER EACH SIDE OF
j `�
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16"x16"
SIGN W/ 1 #6 VERTICAL REBAR
TIED TO FOOTING STEEL. FILL CENTER
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r i t
OF PIER W/ CONCRETE
Y
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24 S.F. BLACK GRANITE SIGN\
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WITH ENGRAVED LETTERS (GOLD
r
2'-8"
LEAF FILLED)_
BRICK ROWLOCK COURSE
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m
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FINISHED GRADE
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6_�l_J
1 O'x4'x14" THICK CONC. FOOTING W/ 4
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T—SHORT
#6 REBAR LONG WAY AND 10 #6 REBAR
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WAY 3" FROM BOTTOM OF
FOOTING
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—
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— ------ —
ELEVATION - KINGDOM HALL SIGN
- EXISTING SIGN LOCATION
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ScALE. 1/4" = 1'-0"
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SALE: NTS
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