HomeMy WebLinkAbout1164.98.3Y Y 1 1,
4 -3 ya T1 5' -0 344 11 2' -3 j /21,
31 -0 ❑ 5'-4 1/#"
- -j- .i -- - - 13 -3 - 91
3' -0. .L 3-0 II 4 + .J� � 3'-0
7 I .�° RE AS REQUIRES
M T T N 'PAINING WALL r
JE TO THE AMOUNT OF MATHEMATICAL ROUNDING OFF THAT MUST BE DONE WHEN q FIELD VERIFY EXACT LOCATION' { z'
'MENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, TIME SOFTWARE USED TO I � AND HEIGHT W; BUILDER, ALL
REATE THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO 1/8 ", PACKET5 BY WALL CONTRACT0112
IE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OF AS MUCH AS 1/4 ". 1
NCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WREN CONSTRUCTION
-GINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING. I , \ �' _ +_
_+ FROST FOOTERS FOR ;JALK -OUT -
L;ALLS OF 2X6 FRA"^INC, e 16° C.C.
Q STEP CONCRETE AND FOOTING
AS REQUIRED FOR WALK -0UT, u TO UNDERSIDE OF M14;N FLOOR
I
4 7�'A, X 36" DEEP .-Xi, FRAMING TO UNDERSIDE
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CONCRETE PIER FOR OF FLOOR. Q -
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SCRcENED PORCH ABO,/E - -� `- (o' BEARING wAL_ W,
t THICKENED SLAB BY
/ �I -
lo
,n CONCRETE CONTRACTOR.
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• 5 -1011 8 X21;2
t, 1 I
- - ALL INTERIOR CONC, SURFACES Mme+
�, ,~ _ - _ _ — M FINISHED AREAS AS SHOWN TO p 5,46EMENT LAYOUT II
i �US,a SEA, �; " BE FURRED W/ 3-1/2 STUDS AND
• 1- - '�� - - I- - - = 8''X9' POURED CONCRE = WALLS 1
1__ INSULATED AS REQ'D. 4" CONC, SLAB ON
�_ ►i_ . _ _- __ _ - -r t_- __ J
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_ r _ I I 411 'N. PEA FILL
L _T I— — — — — — — --, — -
4.a + _
f �, ► .� - _ _ 3" d1a. STEEL —�
', �_ ►i { WOOD WRAPPED JACK POST ONE
l- - - - - COLUMNS AS " \ "
36' x 36' x .8 6 BEARING ;.:.;..L Wi � i
1
LINTEL AT OVER DIG --� ' �--� _ - � - 1 � �� '
! I ° I I - - - - SPECIFIED CONCRETE PAD F ?f4ICKENED S "B BY
`AS REQUIRED, ALL - -DR - - -BEAI 1 I -_ -_ -.�I I - - - - - - L I
c -t - - - - - - - _ _ CONCRETE CC;'vTRACTOR,
POCKETS BY WAL_ , I
CONTRACTOR I. ►� i I I- - - I - I- - I� - I I 1 AI-
P4 DD _PQ _
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POURED CONC, WALL -� I
i I
L 8" CONC. LINTEL
I .,.,1 �,' . JR 91 CONCRETE WALL
- - 8 "XI6% C,MJJ.
— FOOTER FOR BLOCK WALL
11 LINTEL DETAIL B
IL FOR A�E1"E1 t
-- - - - -- - - - -
- SCALE: 1/411
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DROPPED SEA"" _I- ` - - - \`� _ - - -_ - - - - _- - - -- -- -_- i } }
- ► I Q I - - I - -- -- -- --
✓ 0 10 3/41, _ - r
r1<) O { •�'"'� I _ _ I I { I I - - RETAINING WALL AS REQu RED
• / V �- { 1 -3 3/4 1 II " r ti, 11 11 _- - .__ -- J 1i ~ I J FIELD E FY EXAC . Co4'IC'\
11 = v RI ' LG
-- � - - - -- - - 4 -0 -i-- 3 ID 2 4 -- A
1_ .� 7 4. -b 3, , FEED HE!GH-J L),� BwiLDER
POUR SLAB THRU %
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S` 'O , f - , ► -_ I I PLUMB F R OVERHEAD DOOR _
o ICE !'AKER
_ -�) � / r l OPENING
I I REF,
_ —_ —, _ _� �1,
i __� - "1=�— - - - -- - t '.J � ,b, b 1411
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1_1 34 r, � _ 3 " G 22 -b 44 (01ARAGE SLAB -DROPPED
_ _ — — — - - = _ _ _ _ _' -
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-- WH
I
4 CONC. SLAB ON -
4 M ! N. PEA F �L 711- • _ F.D.
- - - - -- _- _ _ -
-�
BEARING IJALL W 311 d;a. STEEL I I
4�1 THICKENED SAAB 51 JACK POST ON
�, 1 " �4,! CONCRETE CONTRACTOR, _ 36" x 36° x 18"
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(D,
CONCRETE PAD
„
\
10 4,
o� .+�4 41 I -
HOLD GONG, WALL DOWN TO - � ••� °�'' h 4
JUST ABOVE TCP OF GARAGE Q
0, SLAB, FRAME TO UNDERSIDE d _ _
FOR!" AND DROP CONCRETE
}. �. OF �LOOR, FIELD'',/ER'�Y - M " t AS REQJ R RCFOR FG V vG
POURED WALL �„ ' FLOOR, DOWN 4 AS SHOWN i ,
F .D. - - - _ l :Xb FRA"" NG TO uNDERSIDE
;r
-- OFF
t - - EJECTOR
O ¢ SUM" 0
_
_ I
V - -- — _ — — - -1- - -- P —RCN SLAB
4" GONG. SLAB ON
pq --�
4° MIN, P-E A - FI-LL - -
►� —.
j /i ✓ -- -- , _ ► I - 0 ALL SOIL 18 8A66D ON 2600 P SJ, AND CONCRETE '8 BASED ON
T T 7
N 1 EL A . C /ER DIG 1 II 7800 P,SJ. O 26 DAY&, FOOTERS ARE 16 ODE ANDS DEEP
y' lT
AS REQUIRED. ALL ✓�, - - - - -1 L -�_1_L� J4LES6 NOTED OTHERWISE ON PLANS.
POCKETS BY CALL '•1 / - - - - ! 2) BASEMENT WALL WEW047 AS NOTED ON PLANS, Lw SµORT WAL.i.6
• CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
CONTRACTOR ap ,� co ►! 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FORT ALONG , T14 AND EXILITMG GRADES, NS IN RELATIONSHIP
} } I 4) THESE DRAMIN" SERVE &A A GUIDE TO THE CONSTRUCTION OF
J
` - T w - -- _- THE BUILDING, DIE TO VAIRIATION6 M DffREN- AREAS, THEY CAN
SLOPE SLAB TO DOORS - 4 ONLY BE A GUIDE, AND M NO WAY DICTATE ANY OF THE LOCAL
1� r� g O '�
- - -- -- S /
' _ - '! Q - Q `-.�- o - - - -- / OR STATE BUILDING CODES. R is THE CONTRACTORS FUL:.
'WIDE FOUNDATCN TH! w
Q O 1 - •- - RE6PONSIBILITY TO REVBU ALL PLANS FOR AGC AGY A
_ AREA, LINTEL A' OVER DiG -
4 A5 REQUIRED w m u w
C) - - -- - - - -- --
} -I - A-
18 411
FOUNDATION LAYOUT
SCALE: 114" ='i'—O"
UR ND
CLARITY, AND TO NSIRE ALL blab ARE CLEAR AS TO THE &COPE
OF THEIR WORK. THE CONTRACTOR A66UMES ALL RE8PONSIBIL!TT
FOR ERRORS M DES", DIMEN610NS OR OMISSION&.
5) ALL STRUCTURAL MEMBERS ARE 15A6E.D ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, R 18 THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES P NOT SHOWN,
6) ALL WINDOW SRES LISTEV ARE AS MANUFACTURED BY 5EMC0
WOOD PRODUCTS, UNLESS NOTED OTMUM, AND MAY" VARY
BASH ON SUPPLER, ALL FMISHES AND ROUGH OPENING&
MUST BE VERB BY OWNER / CONTRACTOR.
1) ALL WALLS W/ BRICK ARE T-W, ALL OTHERS To BE 3-J2" UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEtLNGS ARE 9' MAN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DI6CREPANCIE6 ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO NOME PROPER STEPS ARE TAKEN.
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DATE; 09 -04
DRAIU'N B`` : J,h01_
5G,a E. AS SH
REV' 51ONS:
O ° -56 -98 FINAL PANS
FOUNDATION/ BASEMEN' p
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