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3'-4 3/8' V-15/80
5/8'
pop
3'-10'
4'-3 1/8' 4'41 3/41 4'41 3/4'
33'-4"
I1'-5 3/8'
8' CONCRETE BLC
FOUNDATION WALL
�%—LOWER LEVEL PATIO
*l' AREA AS 61 TSCJRW
8'-4'
------------- --
FULL
GLASS
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?►` '---_ P-3686 --5656 --------------------- OC -2456-3----- - ----
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I
MAXIMUM POURED WALL HEIGHT
N WINDD ED AREAS 36" TALLW
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1------------------------------------------------------------------%1 NOOTHERWISE. ALL
-3 WINDOWS
WI F EGRESS MUST BE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •- - - - - - - - - I ' ` \ ` `
_ _ 81Z.® AS ACCORDNG TO CODE. �il m
I 128
AND BOTTOM OF WINDOW TO BE ; - � Q p � Q �
LINTEL AT OVER DIG ; _
, MAX. HT. 42 A.F.F. � � o jg p�
. I AS REQUIRED, all_ ---------- ------ �i
~�U.
POCKETS BY CONC. '-3 IV66" 5'-10 13 Ib'
WALL CONTRACTOR BASEMENT LAYOUT = 4�y o�
I ; ■ .� h , I Q 1i idu' LN W
9 -2 9' POURED CONC. WALLS W! TH{GKNESS = it1 ; }
AND RBINFORCNG STEEL AS REQ 0 BY r n w 'u d�
' I LOCAL BULONG CODES. 2 gin Q Q O r-
4' CONC. SLAB FLOOR OVER Q 40 D
. 0 4' MIN. GRAVEL FILL.
Gs - 'N GARAGE SEAS 4 g' g
I 1
4' =NC. SLAB FLOOR OVER ; 6'$' 29'-1 V2' 12'-4" 10'$ 1/2' D Q
1
ESS TO STORAGE -----------------------------
u
I I4' MIN. GRAVEL FLLbm BEARNG WALL W/
STAR HERE • T14WXENED SLAB BY 0 2'-6■ 0 -ta' }Qr� O
I . --------------------------------
r
1
CONCRETE FLOOR DONT, 17 -SLI' �
\/ I
oFLOOR DRAIN. SLOPE ;-------------------------------------------------------------f------ ---------,
SLAB FL TO DRAIN O ;-----------�' _---E-1
, ----------------------------------- -- - 1 1 I IO rG RI M�� WI �iNFINISHED BTOR.I 1 � ��//�_r/._p` I 1 \ MECHANICAL1 - J _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - 1
O 1
FLOOR DRAM
1 I • - - - - - - - - - - - - - - - - - 1. ------------------------------------------
0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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--------- -------- - - - - - - - - - - - - - - p 1
0
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------------------------------------
V-20
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---
I.
- -
I I , . 4 V •v V 4 V a .o . V V V Q .v 6'
v V a o
20'-0' .0 4'-6' 20'-91/2" ;
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I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o
too ' BEARIA1Ca WALL W/ : I
THICKO-AM SLAB BY
i---------------------------------®---------------------------------, CONCRETE FLOOR CONT.
1
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UNFINISHED STOR.
MECHANICAL
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'--------------------------------------- PORCH SLAB ------------------------------------------ `
1I \ FLOOR DRAM, SLOPE
® j \ SLAB FL. TO DRAM LINTEL AT OVER D1Cs 4■ ■ GONG. SLAB FLOOR OY@2
AS REQUIRED, ALL 4 MIN. GRAVEL FILL.
POCKETS BY CONC.
WALL CONTRACTOR
GARAGE SLAB ------------------------------------------
4m
------------------------- - --
4'
1 1 4' MN. GRAYFI FILL.'•----------------------------------------------------------------------- ----
1 I I 1
1 1 I 1
1 1 1 1
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2'-21 9'-3" 1'-4' 9'-3' 21-4' 10'-0' 14'-+8' 13'-4' Ii' -4' 15'-4'
241-40 24I -so _ _ Z6'-41' �1$r
89'-01
FOUNDATION PLAN
SCALE: 1/4" • 1'-0" 2120 S.F.
a
4p
4' CONC. SLAB ON 4' MIN.
PEA FILL, THICKEN EDGE
- - top of floor sheathing
A
—
top of foundation
top of fill
' X 16" CONTINUOUS REINFORCED y - —
o ° top Of footing
CONCRETE FOOTING ;T
TYPICAL SLAB SECTION
SCALE: 1/211 ■ 1'-0"
BRICK
OPENING TRIM
DROP 8' AT OPENING,
POUR SLAB THROUGH
W/ 1' WATER STOP DROP
8' C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
is GARAGE OPENING
SCALE: 1/2" ■ 1'-0"
GENERAL FOUNDATION NOTES:
U ALL SOIL 18 BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
3000 P.S.I. • 28 DAYS, FOOTERS ARE 16' WIDE AND 8' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
0 CRAW.. SPACE OR SLAB BELOW FROST LINE AS REQUIRED,
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND A0GE
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 BUILDNG, DUE TO VARIATIONS IN DIFFERENT GEOGRAPHICAL
AREAS, THEY CAN ONLY BE A GUIDE, AND N NO WAY DICTATE ANY
OF THE LOCAL AND/ OR STATE BUILDING CODES, IT 16 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 N DESIGN, DIMENSIONS OR OMISSIONS,
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBUTY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN,
6) ALL WAI I W/ BRICK ARE 8", 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.AAAA
D
wALL
e' GONG. LINTEL
D D D
A A
FOOTER FOR CONCRETE BASEMENT WALL
LINTEL DETAIL FOR BASEMENT
SCALE: 1/4" ■ 1'-0"
8"x16" C.M.U. OR
POURED CONC.
AS SPEC
IFIED
FOOTER FOR SHORT WALL
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DATE: O1
DRAWN BY: JJ
SCALE: A�
REVISIONS:
02-1Z-03: REVIEW PLANS
03-22-03: REVIEW PLANS
03-28-03: REVIEW ELEVA
04-22-03: PRELIMINARY
05-18-031 REVISED PRET
06-05-03: FINAL PLANS
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DATE: O1
DRAWN BY: JJ
SCALE: A�
REVISIONS:
02-1Z-03: REVIEW PLANS
03-22-03: REVIEW PLANS
03-28-03: REVIEW ELEVA
04-22-03: PRELIMINARY
05-18-031 REVISED PRET
06-05-03: FINAL PLANS
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