HomeMy WebLinkAbout04030099 Building Plans0
6" FASCIA I
1X6 FRIEZE
6" GUTTER I
6" CORNER
HARDI-PLAT
AS SPECIFIE
BRICK SOU
BRICK VENT
BRICK SILL
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DATE: 04-24-01
DRAWN 5Y: J.NOLLEY
SCALE: AS swowr
REVISIONS:
05-12-01: PREVIEW PLANS
10-01-01: 2ND REVIEW PLAN
10-25-03: 3RD REVIEW PLAN
11 -04 -03 -.4TH REVIEW PLAN
01-05-04: PRELIMINARY PLAN
0I-22-04: FINAL PLAN
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TOP OF PLATE
FINISHED FLOOR
TOP OF PLATE
FINISHED FLOOR
TOP OF FOUNDATION WOOD DECK, RAILING 4 SCREEN PORCH
MATERIALS AS SPECIFIED, VARIFY STEPS
TO GRADE BASED ON FINAL ELEVATION.
RAILING HAS BEEN SHOWN PARTIAL FOR
CLARITY,
TOP OF FOOTING
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TOP OF FLUE MUST BE 2W
ABOVE ANY ROOF SURFACE
WITF'HN A b' HORIZONTAL DISTANCE ,
E.V.S. AS SPECIPi6�.-.�-
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DATE: 04-24-01
DRAWN 5Y: J,HOLLEY
SCALE: AS SHOW
REV(8(ONB:
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10-01-0I: 2ND REVIEW PLAN
10-25-03: 3RD REVIEW PLAN
II -04-03: 4TH REVIEW PLAN
0I-05-04: PRELIMINARY PLAN
0I-22-04: FINAL PLAN
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_1
RAFTERS TO BEAR AT THIS
a ADDITIONAL LOCATION ON
TOP OF FIN. SECOND FLOOR
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BRICK VENEER
BRICK SILL
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DATE: 04-24-01
DRAWN 5Y: J,HOLLEY
SCALE: AS SHOW
REV(8(ONB:
05-12-01s PREViEW PLANS
10-01-0I: 2ND REVIEW PLAN
10-25-03: 3RD REVIEW PLAN
II -04-03: 4TH REVIEW PLAN
0I-05-04: PRELIMINARY PLAN
0I-22-04: FINAL PLAN
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FIN. BASEMENT PLAN
SCALE: 1/4" : V -d' 1606 S.F. FIN.
BRICK I/N
WOOD GARAGE
OPENING TRIM
DROP 8' AT OPENING,
POUR SLAB THROUC*4
W/ I• WATER STOP DROP '
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C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
0 GARAGE OPENING
SCALE: 1/2" ■ 1'-0"
46 CONC. SLAB ON 40 MIN.
PEA FILL, THICKEN EDGE
80 CONCRETE BLOCK
FOUNDATION WALL
8•X16• CONTINUOUS REINFORCED
o CONCRETE FOOTING
top of floor "athing
top of foundation
r top of fill
top of footing
TYPICAL SLAB SECTION
SCALE; 1/2" - V-0"
deNERAL FOUNDATION NOTES:
U ALL SOIL IS BASED 7,1.1 2800 P.S.F., AND CONCRETE IS BAS® ON
3000 P.S.I. • 28 DAYS, FOOTERS ARE. 160 WIDE AND S• 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.
41 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
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 NEW,
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 1-1/2•, ALL OTHERS TO BE 3-1/2• UNLESS
NOTED OTHERWISE ON PLANS.
'U ALL CEILINGS ARE V 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
16 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
D
8"X16• C.M.U. OR
POURED CONC.
AS SPECIFIED
8• CONC. LINTEL
D
FOR SHORT WALL
LINTEL DETAIL FOR BASEMENT
SCALE: 1/4" u 1'-0"
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DATE: 04-24-01
DRAWN 5Y: J.HOLLEY
SCALE: AS SH0LU
05-12-0I: PREVIEW PLANS
10-01-0is 2ND REVIEW PLAN
10-25-03: 31RD REVIEW PLAN
11-04-03: 4tH REVIEW PLAN
01-05-04: PRELIMINARY PLAN
01-22-04s FINAL PLAN
SHEET
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MAIN FLOOR PLAN
SCALE: 1/4' s 1'-O" 2086 S.F.
MANTLE AS SF
2-2X12 HEADER
DOUBLE J016T
CHIMNEY CAP AS REQ'G
ROVED FLUE PIPE
ZWT)
i2AMINCs AS RE&D
RABLE METAL DAMPER
AL FIREPLACE BOX
FIREPLACE SECTION
NO SCALE
GEPIERAL PLAN NOTES:
V THE CONTRACTOR SMALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABLITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
TME 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 FLANS 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 TME CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
4) ALL WINDOW SIZES LISTED ARE BASED ON UNIT "VETTER* SIZES AND MAY
VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH OPENINGS
MUST BE VERIFIED BY OWNER/ CONTRACTOR.
5) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-V1" UNLESS
NOTED OTHERWISE ON PLANS.
b) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
v ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF TME CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE: 04-24-01
DRAWN 15Y: J,HOLLEY
1 SCALE: AS SHOWNI
REVISIONS:
05-12-0I: PREVIEW PLANS
10-01-01: 2ND REVIEW PLAN
10-25.03: 3RD REVIEW PLAN
11-04-030 4TH REVIEW PLAN
01-05-04: PRELIMINARY PLAN
01-22-040 FINAL PLAN
SHEET
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DATE: 04-24-01
DRAWN 15Y: J,HOLLEY
1 SCALE: AS SHOWNI
REVISIONS:
05-12-0I: PREVIEW PLANS
10-01-01: 2ND REVIEW PLAN
10-25.03: 3RD REVIEW PLAN
11-04-030 4TH REVIEW PLAN
01-05-04: PRELIMINARY PLAN
01-22-040 FINAL PLAN
SHEET
UP
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