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29'-4"±
TO MATCH EXISTING
FOUNDATION PLAN
SCALE: 1/4" = V-0"
NOTE:
1) NOTE: PROVIDE 5/8" ANCHOR BOLTS ® 38" O.C. OR LESS
2) QUANTITY, SIZE, AND SPACING OF BREAK -AWAY PANES T.B.D.
BY BUILDING COMMISSIONER WITH SPRINKLE HOME IMPROVEMENT
12
4 F—
,
� ATTIC
( NO STORAGE ALU
RIDGE VENT TYPICAL ROOF CONSTRUCTION:
2 x 10 RIDGE BD. ARCHITECTURAL ASPHALT SHINGLES;
5/8" CDX PLYWOOD SHEATHING;
2 x 8 RAFTERS @ 16" O.C.
n "
2 x 8 COLAR TIES @ 16" O.C.
1 X 3 STRAPPING @ 16" O.C.
LOFT
3/4" T & G PLY. GLUE & NAIL
13/4" x 117/8" TJI @ 16" O.C.
FAMILY RM.
3/4" T & G PLY. GLUE & NAIL
x 8 JOISTS @ 16" O.C.
7.-9"t CRAWL SPACE
EXISTING
GRADE NOTE. DROP FOUNDATION
WALLS TO 2" BELOW GRADE
AT BREAK AWAY PANLES
0UTSIDE/POUR 2" CONCRETE
DUST COVER LEVEL WITH L
OUTSIDE GRADE/PITCH UP
TOWARD CENTER OF CRAWL
SPACE FROM NORTH AND
SOUTH SIDES/TYPICAL ALL
BREAK AWAY PANELS/
PROVIDE FRICTION FITTED
PANES FRAMED W/PT
2 x 4'S AND P.T. PLY.
PAINT GRAY AT EXTERIOR
TO MATCH FOUNDATION
2) 13/4 x 9 1/2" LVL
PIER
30" x 30" x 12"
CONC. COL. PAD TYP.
NEW ADDITION SECTION
SCALE: 1/4" = V-0"
WIND DESIGN NOTES:
1) STRUCTURAL DESIGN IS BASED ON 110 MPH
EXPOSURE WIND ZONE B
2) BUILDING ASPECT RATIO IS 1.5
3) PLYWOOD PANELS SHALL BE PROVIDED AS
REQUIRED TO COVER ALL WINDOWS IF
IMPACT RESISTANT GLASS IS NOT USED
4) EDGE NAIL SPACING SHALL BE 8d COMMON
NAILS ® 6" O.C. MINIMUM
5) FIELD NAIL SPACING SHALL BE 8d COMMON
NAILS ® 12" O.C. MINIMUM
6) BOTTOM PLATE -TO -FLOOR SHEAR CONNECTION
SHALL BE 16d COMMON NAILS 3/FT.
7) ASSUME 46% FULL -HEIGHT SHEATHING ON EACH
EXTERIOR WALL UNE(W) AND 23% L
8) AT CORNERS 3 STUDS SHALL BE PROVIDED
WITH BLOCKING ® 24" O.C. AND METAL
HOU) DOWNS SHALL BE USED; CORNER STUDS
SHALL BE NAILED WITH (2) 16d COMMON NAILS
® 10" O.C.
METAL VENTED DRIP EDGE
NOTE:
PROVIDE "U" TYPE
SIMPSON HURRICANE CLIPS
TO SECURE RAFTERS/NAIL
PLATE LEGS TO BOTH PLATES
TYPICAL WALL CONSTRUCTION:
NEW WHITE CEDAR SHINGLES
@ 5" TO WEATHER/
"TYVEK" OR EQUAL BUILDING
PAPER/5/8" CDX PLYWOOD
SHEATHING/2 x 6 STUDS @
16" O.C. W/ 6" FIBERGLASS
INSULATION
6" FIBERGLASS INSULATION
TYPICAL IN FLOORS
— _ 11'-1"f
NEW TOP OF
SUBFLOOR ELEV.
7'-9"t
EXISTING
GRADE
ATTIC
UTILITY
NEW CRICKET BETWEEN EXISTING
HOUSE ROOF AND NEW ADDITION
GABLE WALL/SEE FRAMING PLANS
ATTI C
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RELOCATED EXISTING
HOUSE NEW CEILING AND j
NEW ADDITION CEILING TO
BE ALIGNED
NEW (3) 2 X 10 BM. ON 4 x 6
POST SOLID BLOCKED TO NEW
WALL BELOW
NEW (3) 1 3/4" x 11 7/8"
LVL BEAM/FLUSH FRAME NEW
CEILING JOISTS AS SHOWN
NEW 2 x 8 CEILING JOISTS
EXISTING HOUSE ROOF
/ AND TRIM TO REMAIN/
ADD "PROPERVENT" OR
------_- -----_— EQUAL VENTING AT
__
EAVES TO MAINTAIN
f2
EXISTING CEILING TO BE EM6VEB— VENTING AT NEW SLOPED
EATING
RELOCATED EXISTING
HOUSE FLOOR AND NEW
ADDITION FLOOR TO
BE ALIGNED --\
CEILINGS DUE TO RAISED
CEILING ELEVATION
KITCHENEXISTING HOUSE WALL
CONSTRUCTION/SEE
EXTERIOR ELEVATIONS
NEW FINISHED FLOORS"THROUGHOUT FOR FINISHES
EXISTING HOUSE OVER EXISTING SUBFLOOR
AND EXISTING FLOOR JOISTS
CRAWL SPACE
PIER
4) 13/4 x 9 1/2" LVL
CMU PIER
EXISTING HOUSE SECTION
SCALE: 1/4" = l'-0"
N OTE:
EXISITNG HOUSE IS TO BE REMOVED FROM EXISTING FOUNDATION
BY BUILDING MOVING COMPANY/G.C. TO PROVIDE NEW FOUNDATION
AS SHOWN AT LEFT/EXISTING HOUSE TO BE RELOCATED ON NEW
FOUNDATION SO THAT NEW FLOOR LEVEL OF EXISTING HOUSE AND
NEW ADDITION ARE ALIGNED AT ELEVATION 11'-1" AS SHOWN
NEW TO OF
FLOOR ELEV.
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EXISTING
GRADE
SHEET
FILE: JDS10017
DATE: 01/21/11
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