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! I j LT POURED CONC. WALL APPROX. 4'
�— I6' X ZO' XPOSED LL W/ 1 -1X8 FRAMING UP TO UNDERSIDE �' l
AGG. PATIO I I i FLOOR SYSTEM, VERIFY ACTUAL
j CONCRETE STEPS UP TD i NC. WALL HT. IN FIELD BASED ON GRADE
- _ _ - - - _ - - _ PATIO AS SPECIFIED _CW2448 -3 _ _ _ _ _ _ I
j 8' SPLIT FACE BLOCK WALL ! j ! - SLOPE CONC, TO DRAIN v
I I ( APPROX. 4' TALL, W/ BRICK CA (, ' AT BOTTOM \\
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IMPORTANT NOTE= --
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i DUE TO THE AMOUNT OF MATHEMATICAL ROUNDING OFF THAT MUST BE DONE WHEN 4' „
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DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE SOFTWARE USEq TOI ! ! O I BILLIARDS AREA !
I CREATE THESE PLANS CANNOT ACCURATELY DETERMINE THE DISTANCES TO U8 ! I -- -- — ALL FINISHED AREAS AT CONCRETE WALLS
I '!' , CARPET ARE TO BE FURRED W/ 3-1/1" FRAMING I
I THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS MUCH AS 1141. ! ! MATERIALS, INSULATED AND DRYWALLED -71
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SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION "
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BEGINS, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTIjG. \ !'' I 5 STYROFOAM SLEEVE BELOW W/ FINISHES AS SPECIFIED
FLOOR THROUGH FOOTER i � •f I ; ,;
8' POURED CONC. WALL APPROX. 4' r
`� � � ! 7")(T FLUTED WOOD f �'✓i ,
TALL W/ 2-2XS - - - - OF FLOOR SYSTEMM VERIFY ACTUAL ERSIDE - - - -- - ;� WRAP AROUND POST
CONC. WALL HT. IN FIELD BASED ON GRADE
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STEED BEAM' AS REQUIRED
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HOLD BRICK LEDGE DOWN
CW2448 -3 L 1
--- - - - - - - -- 14 ALL AROUND PERIMET ER
-�Ib PROPOSEDAIc
UN!T LOCATION - -
MEDIA CENTER
8� 31�i" 22-10" 5;,2.. ! ! 3'- 81�i „! 3 �„ b' -3,. 3�T„ 8 -5.. ; �„ 3 -2.. 311„ 3' -Z„' 3!/�” 00
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HOLD BRICK LEDGE DOWN - - -- ------- _. - - -- - - - -- -_ _-
2d" ALL AROUND PERIMETER
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18'-10"
1 HEADER AS REQUIRED u 1
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of I ' •i; MEDIA ROOM
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T-4 - OPENING FOR FRIDGEI I N i_ an GAP 6 69° AFT-. 1X6 BEARING WALL W/ 0;4" I ! I ! z
I THICKENED SLAB BY
METER BASE�� I li FLOOR CONTRACTOR
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STEEL BEAM AS REQUIRED 1
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2 TIER T!MBE R
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WINCOIiJ WELL� HEADER ONLY FOR � ! O p 'J4 SI _'E A$ I - - - - ! I (L !
48 °X92" OPN'G, FI j D, 5!'ECIF!ED :
DROPPED GLG.; I I I ! I O !
TH!S AREA - !W/ STUDS AND DRYWALL ! I - ---� -i - -�- -T
BEAM AS REQUIRED
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9 44 °
LSERV. PANEL LOCATION ��,, �I = I l -_ -_ - I I 1 ° GARAGE SLAB
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FLOOR DRAIN
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R AS REQUIRED !
- - - - - �I - - - - ! I FORM d DROP SLAB I i - I PORCH SLAB
- ! I 4" AS SHOWN EXPOSED AGG,
j P W 4� PORCH SLAB ;�j 1 ► ! `I
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EXPOSED AGG. `^I I ° I ° ►'
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I IS BELOW BRICK :.EDGE of I I I I
3' -0" 8,$" 3' -0„ j 14'-b„
- -. --- -- —+tom -- — -- -- -- — -- -- -- - -- - - -- -- - -- - - -� I
HOLD BRICK LEDGE DOWN
24' ALL AROUND PERIMETER i I i — -- A
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liliT.,.
3' -10"
1' -0" 3' -0"
15' -4"
----------------------
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' 14 -8' - 1 26'-6" _L 14'-8"
85'-41/2"
FINISHED BAaEMENT LAYOUT 1813 S,F, FIN.11 683 5,F, UNFIN.
SCALE' 1/4" = 1' -0"
N T S=
1) ALL SOIL BASED ON 3000 PS.I,
1) ALL CONCRETE MIN, 3000 P.S.I. 9 18 DAYS,
3) ALL FOOTINGS ARE 1(p" WIDE X ON DEEP UNLESS
NOTED OTHERWISE
4) ALL WALLS ARE 8" THICK W/ BASEMENT WALL HT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
14" HIGH UNLESS NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILDING SITE.
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT 16 THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK, CONTRACTOR WILL ACCEPT ALL
RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DIMENSIONS,
1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIXES IF NOT SHOWN,
2.4°
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UNFINISHED SiORAC E/ i'1ECNANICAL I
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R AS REQUIRED !
- - - - - �I - - - - ! I FORM d DROP SLAB I i - I PORCH SLAB
- ! I 4" AS SHOWN EXPOSED AGG,
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I IS BELOW BRICK :.EDGE of I I I I
3' -0" 8,$" 3' -0„ j 14'-b„
- -. --- -- —+tom -- — -- -- -- — -- -- -- - -- - - -- -- - -- - - -� I
HOLD BRICK LEDGE DOWN
24' ALL AROUND PERIMETER i I i — -- A
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liliT.,.
3' -10"
1' -0" 3' -0"
15' -4"
----------------------
- -----------------------
' 14 -8' - 1 26'-6" _L 14'-8"
85'-41/2"
FINISHED BAaEMENT LAYOUT 1813 S,F, FIN.11 683 5,F, UNFIN.
SCALE' 1/4" = 1' -0"
N T S=
1) ALL SOIL BASED ON 3000 PS.I,
1) ALL CONCRETE MIN, 3000 P.S.I. 9 18 DAYS,
3) ALL FOOTINGS ARE 1(p" WIDE X ON DEEP UNLESS
NOTED OTHERWISE
4) ALL WALLS ARE 8" THICK W/ BASEMENT WALL HT, AS
NOTED AND GARAGE/ CRAWL/ SLAB WALLS
14" HIGH UNLESS NOTED OTHERWISE.
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILDING SITE.
6) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT 16 THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY 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 OMISSIONS IN
DESIGN OR DIMENSIONS,
1) ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIXES IF NOT SHOWN,
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