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REVISIONS: 11/29/01
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CRAWL SPACE ■--------------- 1
Q 1® s
411 MIN. PEA FILL. OVER
i MIL POY VAPOR BARRIER i,G. WM WIG
' VENTILATION A6 R6OWRED ;DROP CRAW,PRE-.A6T uIr4L1.3'-o"UNFIN. EASEMENTGONG. LMTEL ------ ,----- 11'$•I r i
IV AL AL da I
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r1'j4 ------ 4 DIA. STEEL.POET ON -----14')94'X1611 CONC. PAD' CONC BLASVER 4" MINEA FILL-
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144"
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13'-4•
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' CONCRETE PAD i - -- ------------------------------------
----------------- ------------------------------ - - - r- - - r- - r - - r- ------ -
i------ ----____ 4'-O' • '
-i--{--•--sem-- —fiVA ----------------------------------------------------------------- ----- -----------------------------
-� i
CRAWL SPACE ■--------------- 1
Q 1® s
411 MIN. PEA FILL. OVER
i MIL POY VAPOR BARRIER i,G. WM WIG
' VENTILATION A6 R6OWRED ;DROP CRAW,PRE-.A6T uIr4L1.3'-o"UNFIN. EASEMENTGONG. LMTEL ------ ,----- 11'$•I r i
IV AL AL da I
- ' t -=- ------------- DROP BEA'i
r1'j4 ------ 4 DIA. STEEL.POET ON -----14')94'X1611 CONC. PAD' CONC BLASVER 4" MINEA FILL-
--------- -------------------- i
' 1 All i 2 1-3/411 L-.V.I_ BEAM
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:FLU6H N FLOOR -------------------------- -------------
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144"
144
e'-4'
10'-411
13'-4•
------------------------------r'
1'-011
i-
GENERAL FOUNDATION NOTES:
U ALL COIL 16 BA6ED ON 2600 P.S.F., AND CONCRETE 16 BAGED ON
2800 PA.L a 2& DAY&, FOOTERS ARE W WIDE AND W DEET
UNLE66 NOTED OTHO WME ON PLAN6.
ti DA66 MENT WALL HEIGHT A6 NOTED ON PLANS, W/ 614ORT I'M
• CRAW. 6PACE OR 61 AS BELOW FRO6T LINE A6 REQUIRED.
W TIS CONTRACTOR 6HALL VERIFY ALL CONDITION6 AND .AIDC"
FOR THEMSELVE6, THE 6UITABILITY OF THE PLAN6 IN RELATIONGWP
TO THE BUILDING GM AND EXI6TNG GRADE6.
4) THESE VRAWING6 SERVE 6A A GUIDE TO THE CON6TRUCTION OF
THE BUILDING, DUE TO VARIATION& IN DIFFERENT AREAE, THEY CAN
ONLY DE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE EN III CODE6. R 16 THE CONTRACTOR6 FULL
TO REVIEW ALL PLANE FOR ACCURACY AND
CLARITY, AND TO INSURE ALL GUB6 ARE CLEAR A6 TO THE GCOPE
OF THEIR WORK. THE CONTRACTOR A W NG ALL RROPONGIBILITY
FOR ERROR6 M DESIGN, 0IMEN610N6 OR OMI6610N6.
Ila ALL STRUCTURAL MW-WiM ARE DAMP ON AN ASSUMED NOD,
AND MAY CHAN" AT ANY TIME, IT 16 THE CONTRACTOR6
RE6PONGIDI ITY TO VERIFY ACTUAL NEED AND 61ZF.6 IF NOT 6HO WN.
ALL WHXV &M 1J6TED ARE AS MANUFACTURED BY PELLA
PROUNK UNLE66 NOTED OTHERWISE, AND MAY VARY
DMED ON 6UPPLIRR ALL FINIGI 10 AND ROUGH OPENNG6
MU6T DE VERIFIED BY OWNER/ CONTRACTOR.
V ALL WALL& W/ BRICK ARE l-1/2', ALL OTWER6 TO BE 9-Vr UNLi"
NOTED OTHERWISE ON PLANE,
6) ALL GEILING6 ARE 10' MAN LEVEL AND 8' UPPER LEVEL OR A6
NOTED ON PLAN FOR GIVEN AREA.
S) ALL 0I6GREPANGIE6 ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
16 TO RESUME, TO HKM PROPER GTEPG ARE TAKEN.
FOUNDATION PLAN
SCALE: 1/4u ■ 1'-0u
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R.KRONICK
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AS SHOWN
REVISIONS:
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TYPIC'.AL GARAGE FLOOR•
411 CONCRETE GLAD Wo
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ARE MESH
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COMPACTED GRANULAR FILL.
;
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SLOPE GLAD TO DOOR
i
1
'
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---------------------'
-----------------
L----------------------------
-----------�
------------------------------r'
1'-011
i-
GENERAL FOUNDATION NOTES:
U ALL COIL 16 BA6ED ON 2600 P.S.F., AND CONCRETE 16 BAGED ON
2800 PA.L a 2& DAY&, FOOTERS ARE W WIDE AND W DEET
UNLE66 NOTED OTHO WME ON PLAN6.
ti DA66 MENT WALL HEIGHT A6 NOTED ON PLANS, W/ 614ORT I'M
• CRAW. 6PACE OR 61 AS BELOW FRO6T LINE A6 REQUIRED.
W TIS CONTRACTOR 6HALL VERIFY ALL CONDITION6 AND .AIDC"
FOR THEMSELVE6, THE 6UITABILITY OF THE PLAN6 IN RELATIONGWP
TO THE BUILDING GM AND EXI6TNG GRADE6.
4) THESE VRAWING6 SERVE 6A A GUIDE TO THE CON6TRUCTION OF
THE BUILDING, DUE TO VARIATION& IN DIFFERENT AREAE, THEY CAN
ONLY DE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE EN III CODE6. R 16 THE CONTRACTOR6 FULL
TO REVIEW ALL PLANE FOR ACCURACY AND
CLARITY, AND TO INSURE ALL GUB6 ARE CLEAR A6 TO THE GCOPE
OF THEIR WORK. THE CONTRACTOR A W NG ALL RROPONGIBILITY
FOR ERROR6 M DESIGN, 0IMEN610N6 OR OMI6610N6.
Ila ALL STRUCTURAL MW-WiM ARE DAMP ON AN ASSUMED NOD,
AND MAY CHAN" AT ANY TIME, IT 16 THE CONTRACTOR6
RE6PONGIDI ITY TO VERIFY ACTUAL NEED AND 61ZF.6 IF NOT 6HO WN.
ALL WHXV &M 1J6TED ARE AS MANUFACTURED BY PELLA
PROUNK UNLE66 NOTED OTHERWISE, AND MAY VARY
DMED ON 6UPPLIRR ALL FINIGI 10 AND ROUGH OPENNG6
MU6T DE VERIFIED BY OWNER/ CONTRACTOR.
V ALL WALL& W/ BRICK ARE l-1/2', ALL OTWER6 TO BE 9-Vr UNLi"
NOTED OTHERWISE ON PLANE,
6) ALL GEILING6 ARE 10' MAN LEVEL AND 8' UPPER LEVEL OR A6
NOTED ON PLAN FOR GIVEN AREA.
S) ALL 0I6GREPANGIE6 ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
16 TO RESUME, TO HKM PROPER GTEPG ARE TAKEN.
FOUNDATION PLAN
SCALE: 1/4u ■ 1'-0u
w
U
LuCk
m
z
}
d1
I'La
R.KRONICK
�
AS SHOWN
REVISIONS:
O
s
O
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DATE:
09/11/01
I'La
R.KRONICK
SCALE:
AS SHOWN
REVISIONS:
11/29/01
Er■■
7 � �
1�
DATE:
09/11/01
DRAWN i3Y:
R.KRONICK
SCALE:
AS SHOWN
REVISIONS:
11/29/01
SKEET
5