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JOB NO. 853)5
SHEET
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FKAMI NU FLAN,
FOUNDATION PLAN.
SCALE-:
SCALE : I/2'/ I, o,,
D(o
NOTES:
1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED
TO BE 2000 POUNDS PER SQUARE FOOT.
EL, -I G'-
2. SPREAD FOOTINGS SHALL BEAR ON SOIL
Cf
COMPACTED TO A DENSITY OF AT LEAST 9S% O
MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M.
D1557). THE SOIL SHALL BE COMPACTED TO
THIS DENSITY TO A DEPTH OF AT LEAST TWO
FEET BELOW THE BOTTOM OF THE FOOTINGS.
1~L• 0�,
3. ALL BOLTS SHALL MEET THE ,REQUIREMENTS OF
A,S.-CM. A-325. BOLTS SHALL BE 1/2"
DIAMETER EXCEPT WHERE SHOWN OTHERWISE.
2x6 <1YF•).
4. CONCRETE FOR FOUNDATIONS SHALL HAVE AN
UNCONFINED COMPRESSIVE STRENGTH OF 2500 PSI
AT 28 DAYS.
-
6
_
'WD, F)M, 2 -- 2 x to
1-0 A x 6 W D. POST
S . ALL FRAMING SHALL BE FABRICATED AN:.
W / WD. BLK. @
INSTALLED AS PER AITC AND TPI
2'-O"
0-c"
-'?EMANUFACTURED
TOFI-G.
SPECIFICATIONS.
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SIGN G N BOARD .
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8. ALL WOOD STRUCTURAL MEMBERS SHAL-L BE
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FIBER STRESS OF AT LEAST 1300 PSI.
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7. ALL WOOD MEMbEP\5 EXPOSED 'f0 WEATHER
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SHALL 13E PRESSURE TREATED.
8, D�5ICiN WILL WIrHSTANP 8O M.P. H WIMPS,
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JOB NO. 853)5
SHEET
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FRAMING PLAN,
SCALE-: N.T 5.
/ . // " _ "/ - / , /I
I'- G ` I L 6" 13%
FI - 4`-W ' x 2�6� x 2'-G"
CONC. FOOTING .
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2x6 (TYP.),CU.o.lv.),
4 x 6 W -D. "Pont',
26�-7��
201-01)
FOUNDATION PLAN.
S CA LF_ . IAZ _ 1' 0''
IF
I
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NOTES
1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED
TO BE 2000 POUNDS PER SQUARE FOOT.
2. SPREAD FOOTINGS SHALL BEAR ON SOIL
COMPACTED TO A DENSITY OF AT LEAST 9S% O
MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M.
D1557). THE SOIL SHALL BE COMPACTED TO
THIS DENSITY TO A DEPTH OF AT LEAST TWO
FEET BELOW THE BOTTOM OF THE FOOTINGS.
EL i q� O 3 Al L BOLTS SHALL MEET THE REQUIREMENTS OF
DRAWN F,MV.
CHECKED
t= W.
DAT E
SCALE AS NOTED
J07 N0. (55'3)5
SHEET
S-1
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A._S.TM. A -32S. BOLTS SHALL BE 1/2"
DIAMETER EXCEPT WI-iERE Si -TOWN OTHERWISE .
-- 2 x6 CTYP.).
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4.
CONCRETE FOR FOUNDATIONS SHALL HAVE AN
UNCONFINED COMPRESSIVE STRENGTH OF 2500 PSI
a
AT 28 DAYS.
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WD. BM, 22x10"�
S.
ALL FRAMING SHALL BE FABRICATED AN:-
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W / WD. BLK. @
INSTALLED AS PER A I Tr_ AND TPI
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SPEC I F I CATIONS .
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SIGN t30ARD.
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FIBER STRESS OF AT LEAST 1300 PSI .
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ALL WOOD MEMUEI�S EX�OSE� TO WEATHERcc
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CHECKED
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DAT E
SCALE AS NOTED
J07 N0. (55'3)5
SHEET
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FRAMING PLAN
SCALE-: N. 5.
4' 9 %"
FRONT ELEVATION.
5CALE : N. T S.
�, SLUC,K,
WD. 5M. 2x I O
2 — 6/4
-FHRU BOL
4 x 6 W D Po ST
6" 3�z
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CONC. F00TING ,
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FOUNDATION PLAN.
SCALE; 1/"
I
NOTES:
1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED
TO BE 2000 POUNDS PER SQUARE FOOT.
2. SPREAD FOOTINGS SHALL BEAR ON SOIL
COMPACTED TO A DENSITY OF AT LEAST 95% OF
MODIFIED PROCTOR MAXIMUM DENSITY (A: S. T. M.
D1557). THE SOIL SHALL BE COMPACTED TO
THIS DENSITY TO A DEPTH OF AT LEAST TWO
FEET BELOW THE BOTTOM OF THE FOOTINGS.
3. ALL BOLTS SHALL MEET THE REQUIREMENTS OF
A.S.T.M. A-325. BOLTS SHALL BE 1/2"
DIAMETER EXCEPT WHERE SHOWN OTHERWISE.
4. CONCRETE FOR FOUNDATIONS SHALL HAVE AN
UNCONFINED COMPRESSIVE STRENGTH OF 2500 PSI
AT 28 DAYS.
5. ALL FRAMING SHALL BE FABRICATED ANS
INSTALLED AS PER AITC AND TPI
SPECIFICATIONS.
b. ALL WOOD STRUCTURAL MEMBERS SHALL BE
CONTROLLED STRESS GRADE LUMBER HAVING A
FIBER STRESS OF AT LEAST 1300 PSI.
7. ALL WOOD MEMBERS EX?OSED To WEATHER
SHALL bE PRESSURE TREATED.
6. Df�51GN DVIU!, WITHSTAND 60 M.P• H. WINP5,
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JOB NO. a5315
SHEET
S-1
SIGN 80ARD, n 5'I -
FRAMING PLAN,
SCALE : N. -f �.
F I 4'- q'/2�' x 2 G x 2, 6„
CONC, FO(DTINCr
I
2 x G (T'f M. C U. O.N.) ,
4 x 6 v,l1). "POST,
FOUNDATION PLAN.
SCALE: 1/2" _ I' O"
NOTES:
1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED
TO BE 2000 POUNDS PER SQUARE FOOT.
2., SPREAD FOOTINGS SHALL BEAR ON SOIL
COMPACTED TO A DENSITY OF AT LEAST 95% OF
MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M.
D1557). THE SOIL SHALL BE COMPACTED TO
THIS DENSITY TO A DEPTH OF AT LEAST TWO
FEET BELOW THE BOTTOM OF THE FOOTINGS.
3. ALL BOLTS SHALL MEET THE REQUIREMENTS OF
A.S.T.M. A-325. BOLTS SHALL BE 1/2"
,..� DIAMETER EXCEPT WHERE SI -TOWN OTHERi�J IS .
4. CONCRETE FOR FOUNDATIONS SHALL HAVE AN
UNCONFINED COMPRESSIVE STRENGTH OF 2500 PSI
AT 26 DAYS.
�WD.
EM, 2 - 2 x JO 5 , ALL FRAMING SHALL BE FABRICATED ANi-
�'� .
q x 6 WD, rP05T, W/ WD. BLK. @ INSTALLED ASPER A I TC AND TPI
�- SPECIFICATIONS.
2' 0 o. c.. _ T O. FTG.
T�REMANUr-ACTURED
SIGN BOARD. r I I I I I s EL• OI _ of CONTROLLED STRESS GRADE LUMBER HAVING A
II �Tl ftp° 6. ALL WOOD STRUCTURAL MEMBERS SHALL BE
_III�It'j ij III i� I Jlll= I�{ I li III II :Ili FIBER :TRESS OF AT LEAST 1300 PSI.
N l) Iii I I I I I I I I
7. AL WOOD MEMBE 5 EXPOSED T4 WEATHER
LI III LLJ L J� i 11 LI SHALL BE PRESSURE I CZEATED.
g. DESIGN 0111-►, WJTHST-ANP 80 M -PH, WINP5.
Kim
4_q/2Arm.
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FRONT ELEVATION.
SCALE : N. T 5.
PREMANUFACTuRED
S I GN 80AF, D. ( .
8-A4 WD, BLOC -K.
WT). 5M 2 xIU WD. BM. 2xIUI
2- - /2 -RI Ru rn r�1 � �- a A
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JOB N0. 85315
SHEET
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SCALE A5 NOTED
JOB N0. 85315
SHEET
S-1
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FREMANUFACTU
S I GN UOAF, D.
VA -D. B M, 2-
FRAMING PLAN.
SCALE_ : N. T 5.
FRONT ELEVATION.
SCA L'E_ , N. T S.
5 LOCK,
WD, BM. 2x l 0
O. FTG.
F I. 4'- 2_' Go' x 2l 01,
CONC, FOOTING ,
1 - I IQI
2 x 6 (TYP. ). C U. o.N.) , � ,, � �
A x 6 WD. 'FST~ 1- 0 3- 3/i G
FOUNDATION PLAN.
SCALE-. 1/2." =ILO".
NOTES:
1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED
TO BE 2000 POUNDS PER SQUARE FOOT.
2. SPREAD FOOTINGS SHALL BEAR ON SOIL
COMPACTED TO A DENSITY OF AT LEAST 95% OF
MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M.
D1SS7). THE SOIL SHALL BE COMPACTED TO
THIS DENSITY TO A DEPTH OF AT LEAST TWO
FEET BELOW THE BOTTOM OF THE FOOTINGS.
3. ALL BOLTS SHALL MEET THE REQUIREMENTS OF
A.S.TM. A-325. BOLTS SHALL BE 1/2"
DIAMETER EXCEPT WHERE SHOWN OTHERWISE.
4. CONCRETE FOR FOUNDATIONS SHALL HAVE AN
UNCONFINED COMPRESSIVE STRENGTH OF 2500 PSI
AT 26 DAYS.
ALL FRAMING -HALL BE FABR I LATE D ANS
INSTALLED AS PER AITC AND TPI
SPECIFICATIONS.
b. ALL WOOD STRUCTURAL MEMBERS SHALL. BE
CONTROLLED STRESS GRADE LUMBER HAVING A
FIBER STRESS OF AT LEAST 1300 PSI..
7. ALL WOOD MEMUER5 EX70SED TO WEATHER
SHALL 13E PRESSURE ►REATE.D.
6. DE51GN VYILI, WIT'HSTANP 00 M -PH. WINPS,
DRAWN Pmv.
CHECKED
DATE G — 20—S5
5C1kw E, ,p NOTED
"°J 0J3, NO;. 8 5 315
SWEET
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