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FRONT ELEVATION
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RIGHT END ELEVATION
REAR ELEVATION
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9 FEB 01
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4'-4" 4'-
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a SET IN CON(
4'-0"
4'-0"
2'-0"
15'-9 1 /4"
12'-4"
33'-0"
5'-8'
16'-5 1/2"
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FOUNDATION
AND FOOTING NOTES:
1.
ALL EXTERIOR FOUNDATIONS SHALL EXTEND TO A MINIMUM
OF 36" BELOW GRADE.
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ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.
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FOUNDATIONS ARE DESIGNED FOR SOIL BEARING
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REINFOK44G -BARS- T4i-+4AVE A MINIMUM -OF --V COVER --
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5.
PROVIDE DEFORMED REINFORCING BARS, ASTM A615, GRADE 60,
UNLESS OTHERWISE NOTED AND WELDRD WIRE FABRIC AS
NOTED, ASTM A185
6.
SUPPORT REINFORCING BARS WITH CONCRETE, BRICKS, OR
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WIRE- REIIJFORC4NG-__TQ--1l-SHAP-ED_-&-EBAR INSERTED -1N THE ----
GROUND AT THE BASE OF THE FOOT EXCAVATION.
7.
RAKE EXCAVATED MATERIAL BACK 12" MINIMUM FROM THE
--
EDGES--OF-ALL EXCAVATIONS- TG-PRFVfN_ T__ LO0SE_SQILFR0M-----
.,
FALLING BACK INTO THE TRENCH.
8.
CONCRETE TO HAVA A MINIMUM DESIGN STRENGTH OF 3000 psi
AIL
AT 28 DAYS, TYPE I CEMENT UNLESS OTHERWISE REQUIRED
TO SUIT PROJECT CONDITIONS. EXTERIOR CONCRETE SHALL BE
AIR ENTRAINED WITH 4-6 X AIR CONTENT.
9.
PROVIDE CONSTRUCTION, ISOLATION, AND CONTROL JOINTS AS
INDICATED OR REQUIRED.
10.
PROVIDE CONCRETE MASONTY UNITS, GRADE N. TYPE 1, NORMAL
WEIGHT OR AS SUGGESTED BY ICMA. MORTAR TO BE TYPE "M"
Of "S".
11.
BACKFILL MATERIAL TO BE CLEAN SAND AND GEAVEL CONTAINING
LESS THAN FIVE PERCENT (5X) FINES BY WEIGHT. GRANULAR
BACKFILL SHALL BE PLACED WITH MINIMAL AMOUNT OF TAMPING
AND COMPACTING. OVER TAMPING THE GRANULAR BACKFILL TO
SHALLOW LAYERS MAY INCREASE THE COEFFICIENT OF EARTH
PRESSURE AT REST (KO) TO 0.8 AND THEREFORE INCREASE
THE LATERAL EARTH PRESSURE.
12.
PROVIDE A COHESIVE CLAY CAP EXTENDING FROM GRADE TO 2
FEET BELOW GRADE ABOVE GRANULAR BACKFILL FOR BASEMENT
WALLS.
13.
NOTIFY THE ARCHITECT AT LEAST ONE DAY (24 Hrs) PRIOR TO
PLACING ANY CONCRETE.
4'-0"
4'-0"
2'-0"
15'-9 1 /4"
12'-4"
33'-0"
5'-8'
16'-5 1/2"
?5'-0'
1 -9" 1 -4"
11'-6 3/4.. 3,-0„ -
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6" 1'-0" 3,. 2„'1'-O,f 2,.
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22'-2 1/2"
16'-3"
36'-0"
1'-4"
2" 1'-O'f 2
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FOUNDATION PLAN
SCALE 1/4" = 1'-0" PRa. No 0102
DATE 9 FEB 01
FOUNDATION NOTES REV.
1. FIELD VERIFY LOCATION OF ALL
REQUIRED PIPES AND DRAINS THRU WALL.
2. FIELD VERIFY LOCATION OF SUMP PITS AND
ANY REQUIRED LIFT STATIONS.
3. FIELD VERIFY ACCESS POINTS BETWEEN
CRAWL AND BASEMENT FOR CRAWL AND HVAC
DUCT ACESS.
4. FIELD VERIFY EXACT SIZES OF ALL BEAM POCKETS.
5. CONTROL JOINTS SHALL SE CUT IN CONC FLOOR
NOT LESS THAN 20' C.C.
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DATE 9 FEB 01
REV.
1758 SQ. FT.
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74'-4"
3'-9 5/8" 35'-2 3/8" 35'-4"
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°ATE 9 FEB 01
REV.
2540 SQ. FT.
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36" DIA
LEVEL TWO FLOOR PLAN
SCALE 1/4" = l'-0"
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FRAMING NOTES
1. CARPENTRY : ALL LOAD BEARING STUDS AND HEADERS TO BE # 2
SOUTHERN YELLOW PINE WHERE
Eb = 1500 PSI
E = 1.6 x 10 8 P51
Fv 85 PSI
/1 SYP
Eb = 1850 PSI
E = 1.9 x 10 6 PSI
Fv = 95 PSI
ALL OTHER LUMBER TO BE i 2 SPF
2. RAFTERS AND CEILING JOISTS PER DRAWING NOTATIONS
3. FRAME, CLOSELY FIT, INSTALL TRUE AND LEVEL AND SET ACCURATELY
TO REQUIRED LINES. ALLOW FOR PASSAGE OF PIPES AND DUCTS TO AVOID
CUTTING STRUCTURAL MEMBERS.
4. WHERE JOISTS FRAME FLUSH INTO HEADERS, BEAMS OR OTHER JOISTS, MAKE
CONNECTIONS WITH METAL FRAMING HANGERS OR ANCHORS OF APPROPRIATE
GAUGE AND SIZE, NOT TO BE TOE -NAILED.
5. HIP, VALLEY RAFTERS, AND RIDGE BOARDS TO ALWAYS BE AT LEAST 2 ONE
2X SIZE LARGER THAN RAFTERS.
6. ALL FRAMING TO BE 16" CC UNLESS NOTED OTHERWISE.
7. ROOF DECKING MATERIAL TO BE VERIFIED BY BUILDERS SPECS.
8. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE
BOARDS AND JOISTS, ( 48" CC )
9. DOUBLE FLOOR JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS
10. PROVIDE X BRIDGING AT 8'-O" CC MAXIMUM FOR JOISTS
11. PROVIDE DOUBLE 2 X 8 STRONGBACK AT CEILING JOIST SPANS OVER 14'-0".
12. PROVIDE SOLID BLOCKING O MID HEIGHT O ALL WALLS OVER 8' IN HEIGHT.
13. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
14. PROVIDE EAVE VENTING PER BUILDERS SPECS.
15. EXTERIOR CORNERS OF STRUCTURE TO BE BRACED WITH 1/2" COX PLYWOOD
OR EQUAL.
16. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAMS UNLESS THEY BEAR
ON CONCRETE WALLS. USE EITHER TS 3X3X3/16 TUBE COLUMN OR 3" ID
STANDARD PIPE COLUMN OR AS NOTED ON DRAWINGS.
17. PROVIDE SOLID WOOD COLUMNS, ( MAY BE MULTIPLE 2X MATCHING THICKNESS
OF WALL) WHERE REQUIRED UNDER HEADERS, LAMINATED WOOD BEAMS AND
POINT LOADS
18. WHERE THERE ARE DISCREPANCIES BETWEEN THESE NOTES AND THE DRAWINGS,
THE MORE STRICT SHALL SUPERCEDE.
LEVEL ONE FRAMING PLAN
SCALE 1/4" = 1'-0"
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PROD. No 0102
DAM 9 FEB 01
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NOTES :
i. INSTALL AREA VENTS OR RIDGE VENTS PER CODE
2. RIDGE RAFTERS SHALL BE SIZED TO ACCEPT RAFTERS
3. CONTRACTOR SHALL PROVIDE OWNER W/ SHOP DRAWINGS
INDICATING CUSTOM LAM BEAM SIZES WHERE APPLICABLE
4. VALLEYS SHALL BE PROPED OR A LAM BEAM USED ACCORDING
MAX. SPAN PER CODE
5. VERIFY USABLE ATTIC AREA WITH OWNER PRIOR TO INSTALLING
ROOF PROPS.
ROOF FRAMING PLAN
SCALE
17"
1/4" = i'-0..
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DATE
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SCALE 1/2" = 1'-0" 1
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X 12 RAFTERS
16" CC
'UTTER
x6 TRIM
X 6 FASCIA
PLYWOOD SOFFIT W/
VENTS PER CODE
1 x 4 TRIM
1 x 12 TRIM
CEDAR SHAKE SIDING
LEVEL ONE
LOWER LEVEL
R— 40 BATT —
1 " MIN. AIR SPACE
1/2" DRYWALL —
1
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VERIFY ACTUAL HEIGHT
TO ALIGN FREEZE BOARDS
T
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ENGINEERED
FLOOR SYSTEM
VERIFY ROOF PITCH
W/ ELEVATIONS
SHINGLE ROOF
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2 X 12 RAFTERS
O 16" CC
GUTTER
1x6 TRIM
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2 X 6 FASCIA
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ANCHOR BOLTS PER CODE
TR. PLATE
ANCHOR BOLTS PER CODE
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PLYWOOD SOFFIT W/
VENTS PER CODE
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BRICK CAP
BRICK VENEER',
LEVEL ONE
2 X 6 STUDS O 16" CC
W/ R-19 BATT INSUL
VERIFY WALL THICKNESS W/ PLAN
1/2" OSB SHEATHING
BRICK VENEER
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LEVEL TWO
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VENTS PER CODE
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PROD. NO 0102
QATIE 9 FEB 01
REV.
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3/4" T&G PLYWOOD
ENGINEERED
FLOOR SYSTEM
LEVEL ONE
4" CONC W/ 6x6
10/10 WWW OVER
GRAN FILL --\
>, 8" x 9'-0" POURED CONC
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2 X 12 RAFTERS
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LEVEL TWO
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I x6 TRIM
2 X 6 FASCIA
PLYWOOD SOFFIT W/
VENTS PER CODE
1 x 4 TRIM
1 x 12 TRIM
2 X 4 STUDS O 16" CC
W/ R-13 BATT INSUL
CEDAR SHAKE SIDING
7/14" OSB SHEATHING
-LEVEL ONE
4" CONC W/ 6x6 '!
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