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- - _ - — Ix6 gutter
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March 1% 2002
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GENERAL FOUNDATION NOTES: rA
1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.F. * 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 O
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 O
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND O
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, O
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS ,
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
(p) ALL WINDOW SIZES LISTED ARE AS MANUFACTURED BY ROCKWELL, E*
UNLESS NOTED OTHERWISE, AND MAY VARY BASED ON SUPPLIER,
ALL FINISHES AND ROUGH OPENINGS MUST BE VERIFIED BY OWNER/
CONTRACTOR.
l) ALL WALLS W/ BRICK ARE l-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
FOUNDATION PLAN
SCALE: 1/4" = 11-0"
March IS, 2002
DRAWN BY: Ko INCROPER °`
SCALE: AS SHOWN
REVISIONS:
March 19, 2002
SHEET:
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March IS, 2002
DRAWN BY: Kyo ONCR®PERQ
SCALE: AS SHOWN
REVISIONS:
March 1% 2002
SHEET:
TYPICAL FRAME ROOF:
SHINGLES AS SPECIFIED
I/Ifo" ROOFING: SHEATHINGS
2x8 RIDGEBOARD
2x6 RAFTERS ® 16" o.c. OR AS REQ'D F
2X4 COLLAR TIES ® 48" o.c.
2X6 C EILG JOISTS ® 16" o.c. OR AS RE(
2x4 RIBBON TIE
R38 BATT INSUL.
6 MIL POLY V.B.
1/2" DRYWALL TAPED & SANDED
TYPICAL 2X4 SIDING EXTERIOR
COMPOSITION SIDING
7/16 " WALL SHEATHING
2x4 STUDS ® 16" o.c.
R13 BATT INSULATION
6 MIL POLY V.B.
1/2" DRYWALL
TAPED AND SANDED
TYPICAL 2X4 BRICK EXTERIOR WALL:
BRICK VENEER
7 GAUGE CORRUGATED
GALVANIZED METAL BRICK TIES
1/2" AIR SPAC E
1/2" INSUL. SHEATHING
2x4 STUDS ® 16" o.c.
R13 BATT INSULATION
6 MIL POLY V.B.
1/2" DRYWALL TAPED AND SANDED
TYPICAL SILL ASSEMBLY:
1/2" DIA. ANCHOR BOLT ® 72" O.C.
2x4 PRESSURE TREATED SILL PLATE
1/4" SILL GASKET
TYPICAL 8" BASEMENT WALL
1/2" DRYWALL
6 mil POLY VAPOR BARRIER
2" x 4" STUDS ® 24" o.c.
BATT INSULATION
8" CONCRETE FOUNDATION WALL
ASPHALT DAMPPROOFING
R—VALUES:
C LG. INSULATION R-38
1/2" DRYWALL
R—.45
INSIDE AIR FILM
R—.68
mop
N
2X4 STUD WALL W/ B ATT
R-13
1/2" HIGH R INSUL SHEATHING
R-4.6
OUTSIDE AIR FILM
R—.17
N
1/2" COMPOSITION SIDING
R-1.05
TOTAL R—VALUE:
R-19.95
CO
R—VALUES:
v
C LG. INSULATION R-38
N
mop
N
1/2" DRYWALL
R—.45
INSIDE AIR FILM
R—.68
2X4 STUD WALL W/ B ATT
R-13
N
1/2" HIGH R INSUL SHEATHING
R-4.6
OUTSIDE AIR FILM
R—.17
CO
34" AIR SPACE
R-1.0
— 4 , BRICK VENEER
R—.8
—_ TOTAL R—VALUE:
R-28.7
TYPICAL WALL SECTION DETAIL
a"Xlfo" C.M.U.
POURED LNC. WALL FOOTER FOR BLOCK WALL
S" CONC. LINTEL
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FOOTER FOR 9' CONCRETE WALL
March 19, 2002
LINTEL DETAIL FOR BASEMENT DRAWN BY: Ko HCROPERa
SCALE: 1/4" s 1'-O'l SCALE: 46 SHOWN
REV15IONS:
March 19, 2002
SHEET: