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DATE:
06-19-04
DRAWN BY:
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SCALE:
AS SHOWN
REVISIONS:
06-24-04: REVIEW PLANS
01-01-04: REVIEW CWANGES
01-13-04: PRELIMINARY
PLANS
01-16-04: REVIEW CHANGES
08-26-04: FINAL PLAN8
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3000 P.S.I. a 28 DAYS, FOOTERS ARE 160 WIDE AND 8" DEEP
AND
TTOM OF WINDOW TO BE Wn{ GLAD
BAR ; ;
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AND LOCATION BASED
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a CRAWL SPACE OR SLAB BELOW FROST LINE _1 i1Rl�: t
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIO �v
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MAX. H1.
42" A.F.F. FOR BRICK ON
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FOR THEMSELVES, 114E SUITABLITY OF THE P IN RI:LAT1041 11*
TO THE BUILDING SITE, AND EXISTING;
ON FINAL ELEVATION
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FULL REOPON61BLITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
DATE:
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DRAWN 5Y.
K.HOSTETTER
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06-24-04= REVIEW PLO
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1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
01-13-04: PRELIMINAR
r PLANS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
01-16-04: REV19U C44A
08-26-04: FINAL PLA
4CM
8) ALL DISGREPANGIEB ARE TO BE: BROUGHT TO THE ATTENTION
1
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SHEET
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2'-0''1'-4' 2'-0'
12'-4' 11'-4' II' -S' 11' -2' 9'-0' 24'-B'
81' -IO'
BASEMENT LAYOUT
• IMPORTANT NOTE:
2220 S.F. FINISH® AREA
500 B.F. DUE TO THE AMOUNT OF MATHEMATIGAI. ROUt�MG OFF THAT MUST BE GONE WHEN
DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE: SOFTWARE USED TO
CREATE: THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO 1/8'.
THE: DIMEN61ON6 PLACED BETWEEN ANGLED WALLS MAY ISE OUT AS MUCH AS 1140.
SINCE 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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3) THE CONTRACTOR SHALL VERIFY ALL CONDITIO �v
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TO THE BUILDING SITE, AND EXISTING;
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OF THE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE COt0i;C4CORS
FULL REOPON61BLITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
DATE:
I
I 1 1
DRAWN 5Y.
K.HOSTETTER
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
SCALE.
AS SHOWN
AND MAY CHANGE AT ANY TIME;, IT IS THE: CONTRACTORS
REVISIONS:
I
1 1 O
06-24-04= REVIEW PLO
N6
NOTED OTHERWISE ON PLANS.
01-01-"s REVIEW Orlo,NGES
1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
01-13-04: PRELIMINAR
r PLANS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
01-16-04: REV19U C44A
08-26-04: FINAL PLA
4CM
8) ALL DISGREPANGIEB ARE TO BE: BROUGHT TO THE ATTENTION
n----------------------------------------------------------------------------
B TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
SHEET
`
2'-0''1'-4' 2'-0'
12'-4' 11'-4' II' -S' 11' -2' 9'-0' 24'-B'
81' -IO'
BASEMENT LAYOUT
• IMPORTANT NOTE:
2220 S.F. FINISH® AREA
500 B.F. DUE TO THE AMOUNT OF MATHEMATIGAI. ROUt�MG OFF THAT MUST BE GONE WHEN
DIMENSIONING BETWEEN ANGLED WALLS, SOFTPLAN, THE: SOFTWARE USED TO
CREATE: THESE PLANS, CANNOT ACCURATELY DETERMINE THE DISTANCES TO 1/8'.
THE: DIMEN61ON6 PLACED BETWEEN ANGLED WALLS MAY ISE OUT AS MUCH AS 1140.
SINCE 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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UNLESS NOTED OTHERWISE ON PLANS.
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GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
3000 P.S.I. a 28 DAYS, FOOTERS ARE 160 WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS.
21 BASEMENT WALL HEIGHT AS NOTED ON PLANS, W .4+, QRT WALL6
'E`d
a CRAWL SPACE OR SLAB BELOW FROST LINE _1 i1Rl�: t
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIO �v
��
/SND"rklt?GE,.
igg
FOR THEMSELVES, 114E SUITABLITY OF THE P IN RI:LAT1041 11*
TO THE BUILDING SITE, AND EXISTING;
'
r
T�TxLI''bN
4) THESE DRAWINGS SERVE AS A GUIDE TOYi
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT GEOGRA
AL
AREAS, THEY CAN ONLY BE A GUIDE, AND IN NO WAY DICTATE d4I�Y
iD
OF THE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE COt0i;C4CORS
FULL REOPON61BLITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
DATE:
06-19-04
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
DRAWN 5Y.
K.HOSTETTER
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
SCALE.
AS SHOWN
AND MAY CHANGE AT ANY TIME;, IT IS THE: CONTRACTORS
REVISIONS:
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN.
b) ALL WALLS W/ BRICK ARE 1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
06-24-04= REVIEW PLO
N6
NOTED OTHERWISE ON PLANS.
01-01-"s REVIEW Orlo,NGES
1) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
01-13-04: PRELIMINAR
r PLANS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
01-16-04: REV19U C44A
08-26-04: FINAL PLA
4CM
8) ALL DISGREPANGIEB ARE TO BE: BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
B TO RESUME, TO INSURE PROPER STEPS ARE TAKEN,
SHEET
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5'$'
11'-4'
9'-0"
I'$' l 4-2'
1-60
5'-0' 5'40' 1 W-30 S'-0'
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MAX POFD WALL HEIGHT I - - - - % o 0
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IN W
AREAS -140 TALL
UNLESS NOTED OTHERWISE ALL i I
FOR EGRESS MUST ISE
61MWACCORDING TO CODE,I 1 I
AND TTOM OF WINDOW TO 05 8' THICK ft,Ap I I BAR
MAX. N . 42" A.F.F. FOR DRiCK ON
TSAR FACE le I 9 CLG.
CERAMIC ,
X1
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21'-10 25/32'
V-1 25/32'
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-------------------------------------' AS REQUIR® I L
36rX3i'Xlb
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36
DW _
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k _ POST ON
CARPET
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BASEMENT LAYOUT
I 9' POURED CONC. WALLS W/ THIGKN888 \
1 AND REINFORCING STEEL AS REQ'D BY-- ------ -----------------------------
BILLARDS ROOM LOQ -LD G°�
O• LIVING= ROOM
-6
4' CONC, SLAB FLOOR OVER ■
' 1 4" MIN. GRAVE. FILL. v �. = i I , 0 6 BEARING WALL ,�
I I THICKENED SLAB BY ^i
CARPET r� -�' I I m LINEN �' ,' CONCRETE CONT. ,
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IAL ST . ORAGg
ROOM M HANICALS AND STORAGE T uJ,aW/ADDER
9' CLC. BLAB5 BY UNDER STAR FROM � a
CARPET 9' CLC. CONCRETE
FLOOR CONT. ME04AN11 AL AREA '
1 I ,
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DROP '-------------
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11-2" 9'-0" 24'-80
81'-10'
BASEMENT LAYOUT
7120 S.F. FINISHED AREA
500 S.F. UNFINISHED
• IMPORTANT NOTE:
DUE TO THE AMOUNT OF MATHEMATICAL ROUNDING; OFF THAT MUST BE DONE WHEN
DIMENSIONING BEIUJEEN ANGLED WALLS, SOFTPLAK THE SOFTWARE USED TO
CREATE THESE PLANS, CANNOT ACCURATELY DETERMINE TWE DISTANCES TO V80.
THE DIMENSIONS PLACED BETWEEN ANGLED WALLS MAY BE OUT AS MUCH AS V40.
SINCE THIS PROBLEM EXISTS, GREAT CARE MUST BE TAKEN WHEN CONSTRUCTION
BSCs N6, AND ALL PLANS MUST BE REVIEWED CAREFULLY PRIOR TO STARTING.
DROP 8AT OPENING,
POUR SLAB THROUGH
W/ 1" WATER STOP DROP
SLAB
C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
GARAGE OPENING
SCALE: 1/2" - I' -O"
4' CONC, SLAB ON 4' MIN.
PEA FILL., THICKEN EDGE
d
8' CONCRETE 9LOCK
FOUNDATION WALL
8' X I6' CONTINUOUS REINFORCED
CONCRETE FOOTING
v^ �
TYPICAL SLAB SECTION
SCALE: 1/211
• 11-011
- top of floor sheathing
top of foundation
top of fill
top Of footing
BRICK VENEER FLOOR SLAB
8' C.M,U, FOUNDATION WALL
D
0 4
� a• 16' WIDE X 24" DEEP -
4 'p ° CONCRETE FOOTING
FOUNDATION DETAIL �
FLOOR SLAB �q
SCALE: 1/2" • V -O"
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GENERAL FOUNDATION NOTES:
V ALL SOIL. IS BASED ON 2800 P.S.F., AND CONCRETE 11 ABASED ON
3000 P.S.I. • 2s DAYS, FooTERS ARE 16' WIDE
UNLESS NOTED OTWEaWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ T. I,IiALtS ® �
• CRAWL SPACE OR SLAB BELOW FROST LUNE IC>r „'IRC3 % �j
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS �41tial s `� ® e�
FOR TH OISELVES, THE SUITABILITY OF THE PLANS IN REL,4Tr�N& P UW1��WI
TO TW BUILDING SITE, AND EXISTING GRADES. "
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 DATE: -IS-04
OF TWE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS
FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND DRAWN SY. K, STETTER
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14£ SCOPE SCALE: SHOWN
OF THEIR WORK. THF CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, REVISIONS:
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, 06-24-041 REVIEW PLANS
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS 01-01-041 REVIEW 04ANGES
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 01-0-04= PRELIMINARY PLANS
6) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS 01-16-041 REVIEW CHANG
NOTED OTHERWISE ON PLANS. 08-26-041 FINAL PLANS
1) 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 SHEET
IS TO ROUMQI TO INSURE PROPER STEPS ARE TAKEN.
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GENERAL FOUNDATION NOTES:
V ALL SOIL. IS BASED ON 2800 P.S.F., AND CONCRETE 11 ABASED ON
3000 P.S.I. • 2s DAYS, FooTERS ARE 16' WIDE
UNLESS NOTED OTWEaWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ T. I,IiALtS ® �
• CRAWL SPACE OR SLAB BELOW FROST LUNE IC>r „'IRC3 % �j
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS �41tial s `� ® e�
FOR TH OISELVES, THE SUITABILITY OF THE PLANS IN REL,4Tr�N& P UW1��WI
TO TW BUILDING SITE, AND EXISTING GRADES. "
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 DATE: -IS-04
OF TWE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS
FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND DRAWN SY. K, STETTER
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14£ SCOPE SCALE: SHOWN
OF THEIR WORK. THF CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, REVISIONS:
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, 06-24-041 REVIEW PLANS
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS 01-01-041 REVIEW 04ANGES
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 01-0-04= PRELIMINARY PLANS
6) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS 01-16-041 REVIEW CHANG
NOTED OTHERWISE ON PLANS. 08-26-041 FINAL PLANS
1) 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 SHEET
IS TO ROUMQI TO INSURE PROPER STEPS ARE TAKEN.
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GENERAL FOUNDATION NOTES:
V ALL SOIL. IS BASED ON 2800 P.S.F., AND CONCRETE 11 ABASED ON
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UNLESS NOTED OTWEaWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ T. I,IiALtS ® �
• CRAWL SPACE OR SLAB BELOW FROST LUNE IC>r „'IRC3 % �j
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS �41tial s `� ® e�
FOR TH OISELVES, THE SUITABILITY OF THE PLANS IN REL,4Tr�N& P UW1��WI
TO TW BUILDING SITE, AND EXISTING GRADES. "
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 DATE: -IS-04
OF TWE LOCAL AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS
FULL RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND DRAWN SY. K, STETTER
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO T14£ SCOPE SCALE: SHOWN
OF THEIR WORK. THF CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS, REVISIONS:
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, 06-24-041 REVIEW PLANS
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS 01-01-041 REVIEW 04ANGES
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN. 01-0-04= PRELIMINARY PLANS
6) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS 01-16-041 REVIEW CHANG
NOTED OTHERWISE ON PLANS. 08-26-041 FINAL PLANS
1) 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 SHEET
IS TO ROUMQI TO INSURE PROPER STEPS ARE TAKEN.
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2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF H VAS. --1
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18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
«SPECIAL NOTE:
THERE 18 PART OF THIS STAIR SECTION THAT SHOWS
THE LOCATION FOR RAFTER BEARING AROUND THE
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THIS CONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE , ALSO NOTE THE ADJUSTMENT OF
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REVISIONS:
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2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF H VAS. --1
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51 ALL C 9L NGS ARE W MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR INDIVIDUAL AREAS.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
«SPECIAL NOTE:
THERE 18 PART OF THIS STAIR SECTION THAT SHOWS
THE LOCATION FOR RAFTER BEARING AROUND THE
PERIMETER OF THE GARAGE WHERE RAF -`ERS BEAR �1
THIS CONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE , ALSO NOTE THE ADJUSTMENT OF
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