HomeMy WebLinkAbout03070145.410
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281-4r
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W-60
89'-0'
i'-0'
3'-4 3/8' 3'-1 5/8"
4'-3 1/8' 4'-11 3/4" 4'-11 3/4"
33'-4'
111-53/80
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to—LOWER LEVFl PATIO
AREA AS Of TECAFM
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MEDIA ROOM Flay
CARPET \ r GLA66 a
v,3 \ 01 10'-2 3/8"
P-36-6- -- -x36 P-3636 GG -1436-3
10' SGL DUILT-UP COLUMN ;
- - - - --------------- -------
1 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
' . W/ (1' WIDE 81JLiCHEAD, 36' � - -
TALL WALLS W/ WOOD CAP , , OPTIONAL MEDIA CAB T MAXMUM POURED WALL HEIGHT
------------------------------------
AT E.4. SIDE AS SHOILfi! _
y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , —
SETUP E.4. SIDE OF M WINDOWED AREAS 36' TALL
• . _Iy/ ,' 1 , - FIREPLACE HERE
' UNLESS NOTED OTHERWISE. ALL
. - ,' BULKHEAD CLG. TO
d WINDOWS FOR EGRESS MUST BE
I �---------------------------------------------------------------- , 1 SIZED AS aCCORDII`iG TO CODE,
FOLLOW BAR OUTLINE , -' ;
AS SPEC`D AND OWNER ; AND BOTTOM OF WINDOW TO BE
ICs
I
LINTEL AT OVER D ----------
I . 1 'A APPROVED
. , 1A MAX WT. 4Y A.F.F.
AS ,
POCKETS BYCONC. '-3 11/iG' 3'-4 5 ' :r 16'-11 3/4' Ib' -5 314' GUEST SUITE
I
WALL CONTRACTOR CARPET
ARPET
_ (�
ALL Cpm WALLS M FINISHED
1 I I I
BASEMENT LAYOUT: o, -t 0
AREAS INSIDE ARE TO DE FRAMED
. OVER WITH 1X4 STUDS, HELD VY OFF
S' POURED CONC. WALLS W✓ TM+I LOWER FAMILY RM. it
GARAGE SLAB � '
b'$' S2 W-0' AND STEEL As REQ BY OF CONCRETE, INSULATED, AND FINISHED
AS SPECIFIED, ALL FINISH DIMENSIONS
~ ' P LOCAL BWLDING CODER. CARPET ARE TO FINISH STUD AND SHOULD
- • 4' LONG. SLAB FLOOR OVER '
1 1 � 4 CON-. SLAB FLOOR OVER , 4' TO INSIDE FACE OF CONC.
411 MIN. GRAVEL FILL - i - i WET BAR i 4' MIN, GRAVEL FILL. ; _ _
2'_ 4r
TT �C Y aC¢E8b TO STORAGE
f- --- ----
STAIR HERE. 1'-48 •
3 V21
1 I
I I _2_'-I_ 3-4' 3 _V _ 3-1
�WVp�p",�.V-G I1 2/ 7v -
--------------------
SLAB
_ _ _ _ _ _ _ _ _ _ _ _ _ _ J
SLAB FL TO DRAIN '
° i 3'-0' - - - - - - - - - - - ----------------- OPEN RAIL HERE 1,$■ 1
--_ -- ♦ - - - ------------------------- -------- - - - --1 - --1 --I - --:--T--1 - .AT BOTTOM I _
hI I RECESS FOR 'Vi 1 MVS' 1 1 I 1 I I 1 1 I 1 1 I I
VERIFY
I I I I I I I 1 1 1 1 I I I I F 15 R I I '
h L _ _ J REF. 1/ `�,/{Ir 1 OP�'G HT, I I 1 1 1 i I I \i I 1 1 I 1 I Y'� 7 , _——— — — — — ——
'
I � — 7
Ecq
FLOOR DRAIN ____-_____ ••• BATH '
o ' UNFINISHED STOR. 1
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MECHANICAL
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cl
a-------------- - ---- -------- - --- ---------- -- - - ,
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------ — — — — — — —
1 I V i 4'-6" 20'-6' .�
7 31 `■--_ Y ------------ --------;
^T 11//�`t� I
. ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I 1 ' • , I I
1 1 ' •�a I ' I
' UNFINISHED STOFL
o MECHANICAL
1
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SUMP PIT EJECTOR PIT
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1 I D• I 1 1
1 1
--------------------------------------- PORCH SLAB ----------------------------------------
FLOOR
N SLOPE
LINTEL AT OVER Dkx* 4' CONC. SLAB FLOOR 771
&-4D FL TO DRAIN
AS REQUIRED, ALL 4 MIN. GRAVEL FILL
POCKETS BY CON-.
1 I WALL CONTRACTOR
I I
GARAGE SLAB
1 I , - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ -
4' COW— SLAB FLOOR OVERI .
4' MIN. GRAVEL FILL. � ----------------,-------------------------------------------------------- ----
1 1 I
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1 I I 1
1 I 1 1
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----------------------------; -----------------------------_------
1 . . -
2'-2" 9'-3" 1'-4" 1. 9-3' Z'-4' 10'-0" 14'$" 13'-4' 11'-4" 15'-4"
24'-4" 24'$" - - - 2(o' -4m 13',,,8"
89'-0'
FINISHED BASEMENT PLAN
SCALE: 1/4" ■ 1'-O" 1330 S.F. FIN.
8' CONCRETE BL.c
FOUNDATION WALL
O
T
RC%
_4' CONC. SLAB ON 4" MIN.
PEA FILL., THICKEN EDGE
— top Or floor sheathing
top or foundation
top or rill
' X 16" CONTINUOUS RENFORCED—
top Of rooting
CONCRETE FOOTING
TYPICAL SLAB SECTION
SCALE: 1/211 a 11-011
BRICK
SLAB
NO
" G.M.U. FOUNDATION WALL
FOUNDATION DETAIL
GARAGE OPENING
SCALE. 1/2" a 11-011
GENERAL FOUNDATION NOTES:
U ALL SOIL 18 BASED ON 1800 P.S.F., AND CONCRETE IS BASED ON
3000 P.S.I. a 28 DAYS, FOOTERS ARE 161 WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASE" FENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
* 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 GRADE6.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL
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.
(p) ALL WALLS W/ BRICK ARE S', ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
V ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
0
s"xlro• c.M.u, OR
POURED GONG.
AS SPECIFIED
FOOTER FOR SHORT WA
-0
WALL
D s 4
FOOTER FOR CONCRETE BASEMENT WALL
LINTEL DETAIL FOR BASEMENT
SCALE: 1/4" ■ 1'-011
LL
8" GONG. LINTEL
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DATE: 01
DRAWN BY: J.1•
SCALE: A°
REVISIONS:
02-11-03: REVIEW PLANS
03-22-03: REVIEW PLANS
03-28-03: REVIEW ELEYA
04-22-03: PRELIMINARY
05-18-03: REVISED PREL
06-06-0
SHEET
3: FINAL PLANS
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DATE: 01
DRAWN BY: J.1•
SCALE: A°
REVISIONS:
02-11-03: REVIEW PLANS
03-22-03: REVIEW PLANS
03-28-03: REVIEW ELEYA
04-22-03: PRELIMINARY
05-18-03: REVISED PREL
06-06-0
SHEET
3: FINAL PLANS