HomeMy WebLinkAbout1261.01 Building Plans(p
O COP'1'RIG4T 2001 DAVID MORTON D.B.A. DAVID MORTON DESIGNHZ/ BLW-DER
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A, DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IM iilunl = ntP Pdi?T nF TWFAF PLAMS WITHOUT THE WRITTEN
RIGHT ELEVATION
SCALE: 1/4 = 1-0
RAILING ON PORCH
ONLY AS REQUIRED
DUE TO GRADE.
TOP OF FLUE MUST BE 2'-0"
ABOVE ANY ROOF SURFACE
WITHIN A 10' HORIZONTAL DISTANCE
E.I.F,S. AS SPECIFIED
ON CHASE
COVERED PORCH, 6" TREATED
POST WRAPPED W/ 1X, BASE t
CAP TO BE WRAPPED W/ ADDITIONAL
1X AND TRIMMED TOP AND BOTTOM
W/ IX2 MATERIAL-
RAILING
ATERIALRAILING SHOWN PARTIAL FOR CLARITY.
u/e of catling Joiete
top of floor eheathing
u/e of ceiling Jolete
_top of floor eheathlng
top of foundation
UP TO PORCH ROOF, CORNER �� u Wn4L0vw� .+� �`�r`, r-v� izimn-.
• SCALE: 1/4 - 1-O TO TUCK BEHIND TRIM WHICH WILL
TRIM 6 WIDE, ARCHED HEADER
BAND 2' ON 8". WRAP OVER BRICK
TER BOARD
IX8 FRIEZE BAORD
)D CORNER TRIM
1X8 FASCIA
)D TRIM, ARCH TOP
:IF ON IX6 AT BOTTOM
"DRYVIT OR EQAUL
SOLDIER
)D TRIM AROUND WINDOWS
AS SPECIFIED FINISH
VENEER,
:IP ON IX6 AT BOTTOM °'
REVISIONS:
09-26-0I: PRELIMINARY PLANS
10-03-01: FINAL PLANS
FRONT 4 RIGHT ELEVATIONS
SWEET
top of pl.
u/o Of telling Je
top of floor ohe
7—u/6 Of Gelling id
top of floor ohs
top of foundatu
top of footing
OC COPYRIGHT 2001 DAVID MORTON D.H.A. DAVID MORTON DMIGNM/ OMMER
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
12
12
WOOD DECK RAIL
OMITTED FOR CLARITY.
REAR ELEVATION
SCALE: 1/4" = 1'-0"
:.S. "DRYVIT OR E2AUL
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PATTERI
AS SPEC'D
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BRICK SOLDIER
BRICK VENEER
BRICK SILL' Q
DATE: 09-16-01
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
0'9-26-01. PRELIMINARY PLANS
10-03-01: FINAL PLANS
REAR < LEFT ELEVATIONS
SHEET
2
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81' -ION
FOUNDATION PLAN
SCALE: 1/4" - 1'-O" 2826 S.F.
BRICK
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LINTEL DETAIL FOR BASEMENT
SCALE: 1/411 = V -O"
FOUNDATION DETAIL
0 GARAGE OPENING
SCALE: 1/2" - 1'-O"
C.M.U.
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324"
33'-4"
9' 611
b'-114" 6'-I 11'-3Z6" 9'-1■ 1.-016114" 33'-0II
21'-2'
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VERIFY STEPS UP TO
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D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
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IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
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81' -ION
FOUNDATION PLAN
SCALE: 1/4" - 1'-O" 2826 S.F.
BRICK
WOOD
OPENIr
DROP
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LINTEL DETAIL FOR BASEMENT
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U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2600 P.S.I. * 28 DAYS, FOOTERS ARE I6" WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT 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 GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT 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.
6) ALL WALLS W/ BRICK ARE 1-1/211, ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS,
1) ALL CEILINGS ARE S' MAIN LEVEL AND 6' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
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.
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REVISIONS:
09-26-01: PRELIMINARY PLANS
10-03-01: FINAL PLANS
FOUNDATION PLAN
SHEET
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LINTEL AT OVER DIG
AS REQUIRED, ALL
POCKETS BY CONIC.
WALL CONTRACTOR
4
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6111 321$" 33'-4"
•ly 4J,-611
20'-10 1-815 9'-I" 1'-015 33'-0" 3'-21, 6111
VERIFY STEPS UP TO
GRADE BASED O
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CARPET
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; ; OC COPYRIGHT 2001 DAVID MORTON D.B.A. DAVID MORTON DESIGNER/ BUILDER
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MECHANICAL
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
41
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
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GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 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
• 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 GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT 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,
6) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-V2" UNLESS
NOTED OTHERWISE ON PLANS.
Z) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
S) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
DATE: OS -16-01
DRAWN BY: J-HOLLEY
SCALE: AS SHOWN
REVISIONS:
09-26-01: PRELIMINARY PLANS
10-03-01: FINAL PLANS
FINISHED BASEMENT PLAN
SHEET
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GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 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
• 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 GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT 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,
6) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-V2" UNLESS
NOTED OTHERWISE ON PLANS.
Z) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
S) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
DATE: OS -16-01
DRAWN BY: J-HOLLEY
SCALE: AS SHOWN
REVISIONS:
09-26-01: PRELIMINARY PLANS
10-03-01: FINAL PLANS
FINISHED BASEMENT PLAN
SHEET
4
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22'-O"
GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 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
• 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 GRADES.
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT 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,
6) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-V2" UNLESS
NOTED OTHERWISE ON PLANS.
Z) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
S) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
DATE: OS -16-01
DRAWN BY: J-HOLLEY
SCALE: AS SHOWN
REVISIONS:
09-26-01: PRELIMINARY PLANS
10-03-01: FINAL PLANS
FINISHED BASEMENT PLAN
SHEET
4
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2-1111
32'-8" .(
6'-411 32'"8
MAIN FLOOR PLAN
SCALE: 1/4" : 1'-0" 2826 S.F.
N I N
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• ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
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GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT 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.
3) 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.
4) ALL WALLS W/ BRICK ARE 1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
5) ALL CEILINGS ARE S' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE:
09-16-01
DRAWN
BY: J.HOLLEY
SCALE:
AS SHOWN
REVISIONS:
09-26-01: PRELIMINARY PLANS
10-03-01. FINAL
PLANS
MAIN FLOOR PLAN
SHEET
1
6'-4" 32'-4°
33'-4" 9'-b"
SECOND FLOOR FLAN
SCALE: 1/4" = 1'—O" 1390 S.F.
350 S.F. OPT. 13EDROOM #5
290 S.F. ADDT'L BONUS
MANTLE AS
2-2X12 HEADE
NEAR1
DOUBLE JOI!
FIREF"CE SECTION
NO SCALE
AP AS RE&D
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DATE:
09-16-01
DRAWN
Bl': J.HOLLEY
SCALE:
AS SHOWN
REVISIONS:
09-26-01: PRELIMINARY PLANS
10-03-01: FINAL PLANS
UPPER FLOOR PLAN
SHEET
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