HomeMy WebLinkAbout1253.97.30
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5'-8'
4' -0 " 2' -10' 2' -10' 4'-O"
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44X8' LINTEL, I BLOCK BELOW
31' -10°
3' -11/4" Il'- III '/s"
I — 7 1 — 1
I I I _
8' SPLIT FACE BLOCK WALL
I I ! ! APPROX. 4' TALL., W/ BRICK GAP
! I I 4' SPLIT FACE BLOCK THIS AREA
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5 "X5" STYROFOAM PLUG UNDER
i it 1 SLAB TO "T" TO INSIDE 4" DRAIN
5'_IO 3/4u 5' -10 3/4'
4 "
MUST HAVE We BETWEEN
BRICK MOLD. HOLD DIM.
\ / % J► TO I
1 DRAM
\\ / /
\\ b/ STUD FURRING BELOW
WALL t0 FLOOR I
S' POKED CONC. WALL APPROX. 4'
TALL W/ 2X6 FRAMING UP TO UNDERSIDE
OF FLOOR SYSTEM, VERIFY ACTUAL I
\ I I
CONC. WALL HT. M FIELD BASED ON GRADE i
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2X6 BEARWx WALL W/
TRICKED SLAB BY I I =
FLOOR CONTRACTOR
a ,� \ •• \ 4'-4 34" 24 ' 4' -i ►�' 2' -l0" _11-o ve BASEMENT LAYOUT r
ti ti� \
\1- \I \ a, \ _ _ _ _ _ 8'X9' POURED GONG. WALLS !
- - - - - - - - - - -
-' v v I - I �+ 4' CONG. SLAB OVER
\ \ I - ------ - - -- - - - - -- I— 4' MM. GRAVEL FILL
1fr� " 3" dla. STEEL i
BOTTOM OF HEADER 6 93 I
/ / v II I I `r I JACK POST ON
�' j'' �' \ •• \ I I `� 36 "x36 "x18"
\ LINTEL AT OVER DIG \ > I I �ATNROOM I I M
AS REQUIRED, ALL \ •• \ %+ II I I " 1 " CONCRETE PAD 3 " I
\p POCKETS BY WALL `\ \ i I 10,36 3 -4 -0 3�4 16 -6 —v— -- — -- — Il -1 9 -1 �4
1' CONTRACTOR \ \ I I I rimer N6E !
� TO \ ;
\ as \ I -- - - - - -- --= - - - - -- tA4 I DROPPED STEEL BEAM I L - - - -- - - -- - -- --
' - -
- - - 1= - - — — — — — — — — — — — � MALI. W/ Doc SLAD BY
\ \ FL.O CONTRACTOR ,i 1
am
30 DECREES NOTE \ •• \
THIS AREA OF BASEMENT WALL \ \ � f�E'R8 M �� Ts6AL.HIeF. 1X6 BEARING WALL W/
a•YSTgI'1, SEE I JOIST 1 �AT�t �� THICKENED SLAB BY
TO BE DROPPED ACCORDING \ \ '- +
• \ ��- LAYOUT BY SUPPLER � I I I FLOOR CONTRACTOR ^` '
\ TO GRADE IN FIELD, So MIN,
GARAGE FLOOR SLAB \ 1 I FD. I I i 3/ " UP 15 T fl " 10 1- 8" /-
\ O I 1 !OE FIAC
i 3' -l' I I 1 _ 108 ys" — b'-8 I /i" 3' -0" Il' -3 34'
i
L 116
STORAGE UNDER_ -- - - -�
GARAGE SLAB FRAME OUT FOR I I _ i I_ LY, �, )l i _ _I _ _ I
` \ \ I I I I �- — — % _ _ _ BULKHEAD THIS AREA �* STAIR AND LANDING
\ 4� GONG. SLAB OVER STEPS INTO HOUSE \ •• \ b, s"Rt•oe6sNOONC. I I = _ FOR MECHANICALS —~ m 5' -10" 3' -II I /i"
4 MM. GRAVEL FILL \ \ A6w�o�N I I �+ 300 AMP v
\ \ °�1ON4 I I Y SERVICE PANELS
ICE MAKER WATER LINE I
L ROLIGN FRAME REF. OPENING
J •• i FLAT BEHIND REF. AS 6HOGIN I j- — — — — — — — — —
\ \ \ «""P ELEC,
\ \ \ METER I I i , PORCH SLAB
I UNFINISHED BASEMENT
000¢� � ABOVE I , I FIN. HOBBY ROOM ; I �P ; 1 I
IF 1 I ► ! '^
I --- - - - - - - -
----- - - - --� I
\ \ \ QEy SUMP LINE TO BE 18" I I I
BELOW TOP OF WALL - - - I - I I
VA V - - - - - - - - - - - - - - - - - - - - - - - = I I !
\ \ \ 8" PRE -CAST ;p 1 I WATER LINE SEWER SEE
\ fs- \ \ \ b• CONC. LINTEL v I I SEE NOTE NOTE # I
SIDEWALK TO BE 12 -B' FROM HOUSE,
USE GRANULAR FILL IN (P' LONG TRENCH -
\ \ \ \ RIDER WALK FOR WATER 4 SEWER. I I - -- -- - - - - - - -�
BUILDER TO DECIDE EXACT LOCATION 4 - - - - -I - r - -
b \ LINTEL AT OVER DIG \ \ OF SIDEWALK =
AS REQUIRED, ALL \ \ - - - - -- - - - - - - - - �—
1'-4
POCKETS BY WALL \ \ ,�• " 1' -I0"
9'-1"
CONTRACTOR \ \
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4'-5 3/
14'-8"
- -21' -511
4
6" LIMBER RETAINING WALL -
AGTUAL Ht, AND LENGTH
! DETERMINED IN FIELD
BASED ON EXISTING GRADE
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POURED CON(:. WALL
0
8' GONG. LINTEL
8'X16' G.M.U.
FOOTER FOR BLOCK WALL
► P > D
FOOTER FOR 9' CONCRETE WALL
LINTEL DETAIL f0R BAE1"fENT
SCALE I /4" = 1' -0 "
NOTES:
0 ALL SOIL BASED ON 3000 PAJ.
1) ALL CONCRETE MIN, 3000 PbJ. 9 28 DAYS.
3) ALL FOOTINGS ARE K' ICE X 8' DEEP UNLESS
NOTED OTHERWISE,
4) ALL WALLS ARE 43' TMIGK W/ BASEMENT WALL MT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
14' HIGH UNLESS NOTED OTWLRWE
5) THE CONTRACTOR SMALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVEb TFIE SUITABILITY Of
THE PLANS M RELATlONSMA° TO THE BWLDMG SITE,
(p) DRAWINGS SERVE AS A GUlIDE TO THE CONSTRUCTION
OF THE BUILDING, AND M NO WAY DICTATE ANY OF THE
LOCAL AND / OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBU.ITY TO REVIEW
ALL PLANS FOR ACGIRAGY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, CONTRACTOR WILL ACCEPT ALL
RESPONSIBILITY FOR ERRORS OR OMi8610N6 M
DESIGN OR DIMENSIONS,
1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES P NOT SHOWN.
IMPORTANT NOTE
-- - ----i DID TO TN>= AMOUNT OF MATHEMATICAL ROUNDING Off THAT MIST BE DONE WHEN
DIMENSIONING BETWEEN ANGLED WALLS, 80FlT'LAN, THE SOFTWARE USED TO
CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO VS'.
THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS HUGH AS U44
.
SINGE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION
BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING.
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POURED CON(:. WALL
0
8' GONG. LINTEL
8'X16' G.M.U.
FOOTER FOR BLOCK WALL
► P > D
FOOTER FOR 9' CONCRETE WALL
LINTEL DETAIL f0R BAE1"fENT
SCALE I /4" = 1' -0 "
NOTES:
0 ALL SOIL BASED ON 3000 PAJ.
1) ALL CONCRETE MIN, 3000 PbJ. 9 28 DAYS.
3) ALL FOOTINGS ARE K' ICE X 8' DEEP UNLESS
NOTED OTHERWISE,
4) ALL WALLS ARE 43' TMIGK W/ BASEMENT WALL MT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
14' HIGH UNLESS NOTED OTWLRWE
5) THE CONTRACTOR SMALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVEb TFIE SUITABILITY Of
THE PLANS M RELATlONSMA° TO THE BWLDMG SITE,
(p) DRAWINGS SERVE AS A GUlIDE TO THE CONSTRUCTION
OF THE BUILDING, AND M NO WAY DICTATE ANY OF THE
LOCAL AND / OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBU.ITY TO REVIEW
ALL PLANS FOR ACGIRAGY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, CONTRACTOR WILL ACCEPT ALL
RESPONSIBILITY FOR ERRORS OR OMi8610N6 M
DESIGN OR DIMENSIONS,
1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZES P NOT SHOWN.
IMPORTANT NOTE
-- - ----i DID TO TN>= AMOUNT OF MATHEMATICAL ROUNDING Off THAT MIST BE DONE WHEN
DIMENSIONING BETWEEN ANGLED WALLS, 80FlT'LAN, THE SOFTWARE USED TO
CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO VS'.
THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS HUGH AS U44
.
SINGE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION
BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING.
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