HomeMy WebLinkAbout12100023.204
22' -0"
22' -0"
GENERAL FOUNDATION NOTES:
1) ALL SOIL IS BASED ON 2800 P.S.F,, AND CONCRETE IS BASED ON
2800 P.5.1, 'm 28 DAYS, FOOTERS ARE 16" WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS,
2) BASEMENT WALL PEI GHT SHALL BE 9' OR AS NOTED ON PLANS, W/ SHORT
WALLS 0 CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES, IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS,
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
(o) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY SEMCO
WOOD PRODUCTS, UNLESS NOTED OTHERWISE, AND MAY VARY
BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS
MUST BE VERIFIED BY OWNER/ CONTRACTOR.
-1) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
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PLUMBING FIXT A a 1 I 1
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VERIFY LOCATION W/BUILDERI I I II /
OR OWNER TYPICAL BASEMENT FLOOR. �I I (3 1
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SANITARY I II FUTURE FIBRE MESH REINFORCEMENT I i
i DEPRESS SLAB MIN. I" i III II BATHROOM I I 6 mil POLY VAPOR BARRIER
_ - - -- _
- - I I I I I COMPACTED GRANULAR FILL
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SEC. R310 (TYPICAL)
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22' -0"
GENERAL FOUNDATION NOTES:
1) ALL SOIL IS BASED ON 2800 P.S.F,, AND CONCRETE IS BASED ON
2800 P.5.1, 'm 28 DAYS, FOOTERS ARE 16" WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS,
2) BASEMENT WALL PEI GHT SHALL BE 9' OR AS NOTED ON PLANS, W/ SHORT
WALLS 0 CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES, IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS,
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
(o) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY SEMCO
WOOD PRODUCTS, UNLESS NOTED OTHERWISE, AND MAY VARY
BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS
MUST BE VERIFIED BY OWNER/ CONTRACTOR.
-1) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
w
w
4'-6 V2"
•
/ n \
\ u /
i
5-0"
14' -0" 58' -O"
I
TYPICAL- WINDOW WELL 1
41- WITH CENTER DRAIN 1
TILE TO PERIMETER DRAIN ' 2'- 5
1
I
1
1
r -- 4•
m
N'-
24" DtA. X 36" D CONS."
FTC. W /6X6 POST
W /SIMPSON TIE ANCHOR (A
CTYPICALI \
C14
I
\ /
5' -4"
i - -- -------------- - - - -1- _------------ - - - - -- -- -------------------------- - - - -RE SHOWN �-,r -- Y— �••r•-- -- u•••�„r• 2�-FJii X
PLUMBING FIXT A a 1 I 1
' I FOR APPROX REFERENCE. I I �' I I , • `♦ 1 I
VERIFY LOCATION W/BUILDERI I I II /
OR OWNER TYPICAL BASEMENT FLOOR. �I I (3 1
I I I 1 1 4" CONCRETE SLAB c/w I i
SANITARY I II FUTURE FIBRE MESH REINFORCEMENT I i
i DEPRESS SLAB MIN. I" i III II BATHROOM I I 6 mil POLY VAPOR BARRIER
_ - - -- _
- - I I I I I COMPACTED GRANULAR FILL
1 ' 8�_Oii tTl LL _ _ _ 1— — — — — — — — — — — — J I 1
- - - r -
OUTLINE OF I I I I l
' Q 0 MECH, CH45E
i4' ro _� 19 -11 i4" 1
1
-- r , CONSULT MECH.
CONTRACTOR FOR I I I + I• 1
OPENING SIZE _ -2X6 WOOD B €ARING WAIL _ -� I 1
i---------------- - - - - -- II FUTURE EXERCISE I
1
I
STORAGE/MECHANICAL ' ' ' I '
1
r , i r
1 2X6 WOOD BEARING WALL FL SH BEAM ASR D 1
OVER 8 "X 16" CONG FTG W'H' ' 0–— �� SO ID WD OR STL GOLUMIv �BEARING I L- -�- -°X12" GONG PIER ---- ---- - - - - -- - -- -- - - - -- - - - - -- - - - - - - - - - - - - - -- - -- -- -- - -- - - -- ----- ---- -- - — — — —1 —
-------------------------------------- - -� �------------- _ -_ - -- __ _ -_ -- _- _- _-- _----- _---- 1- _-- - -__ -- � - -- � � ---- L--- - - -� -- -- - - -T r------ _--- - - - -__ ��S
Ir-- -- - - - - -- 1
5'_(p° ` -------- BREARING WALL
II �
=�q
L – – – – – – – – – – – – I
11 II
II II
8 "X 9' POURED CONCRETE
FOUNDATION WALL
O ASPHALT DAMPPROOFINGz I I I I
r FDN INSULATION
II II
11 II
I II
Ite
II u
II
FUTURE BEDROOM
II
• •
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V
10' -6
Lu
At
� N �
O u
O FUTURE FAMILY ROOM
Lu
� - a
N
MEDIA WALL V 0
CONSULT STRUCTURAL ENGINEER
2' -11:5" " , -5" 8
----- - - - - -- 1 II•11 Ir II
- -- ------------------------ - --1-- - - - - - - r - - - - -, 1 Ir II Ir II r------ - - - - --
I 1 � i I I I 1 Ip I I I Ip I I 1 I ♦ ���
WINDOW SIZED TO 1 I
MEET EGRESS CODE
SEC. R310 (TYPICAL)
I
1 1 I I
1 1------- -- - - - - -- -1
--------- - - - - -- 3. 0..
4' -8" 2' -4" 5' -8" 2
29' -4"
14' -0"
FOUNDATION FLAN
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29' -4"
14' -0"
FOUNDATION FLAN
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FOUNDATION PLAN
SITE PLAN
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DATE: March 30, 2012
DRAWN 5Y: M. Foerster
SCALE: 114" = I' -0" Unless Noted
REVISIONS:
FOUNDATION REVISED -1/1'1/2012
REVISED 9/1-1/12
I SHEET
2 �F 5
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N � M
p4�Ua
DATE: March 30, 2012
DRAWN 5Y: M. Foerster
SCALE: 114" = I' -0" Unless Noted
REVISIONS:
FOUNDATION REVISED -1/1'1/2012
REVISED 9/1-1/12
I SHEET
2 �F 5