HomeMy WebLinkAboutPermit Building 2016-02-10STANDARD CONSTRUCTION NOTES:
GENERAL
1.
ALL CONSTRUCTION, PLUMBING, AND MECHANICAL WILL COMPLY WITH THE 2014
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O.R.S.C. ONE AND TWO FAMILY DWELLING CODE AND STATE, COUNTY, AND
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MUNICIPAL CODES.
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2.
CONSTRUCTION SHALL COMPLY WITH ALL COVENANTS AND RESTRICTIONSQ
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RECORDED AGAINST THE LAND.Q
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3.
GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL REVIEW PLANS FOR
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ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH ABOVE CODES
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PRIOR TO THE START OF CONSTRUCTION. BIDS SUBMITTED WILL BE ACCORDING TO
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SUCH REVIEW.
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4.
SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND_
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COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS IS, AND SHALL BE, THE
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CONTRACTOR'S AND SUBCONTRACTOR'S RESPONSIBILITY.
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5.
ALL TREES TO BE PROTECTED FROM DAMAGE OF CONSTRUCTION PROCESS AND
MACHINES UNLESS APPROVED FOR REMOVAL BY OWNER.
CONCRETE
1. CONCRETE SHALL BE 5-7% AIR ENTRAINED WITH A MINIMUM COMPRESSIVE OF
STRENGTH OP:
A) 3000PSI FOR BASEMENT FOUNDATION AND EXTERIOR WALLS AND OTHER VERTICAL
WORK EXPOSED TO WEATHER.
2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND BRACED TO
FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS.
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED BARS
WITH MINIMUM YIELD STRESS OF 40,000PSI) WELDED WIRE FABRIC TO BE 6X6, "Ylo,
CONFORMING TO ASTM SPEC 185.
4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1" IN 10'-0" SLOPE)
UNDISTURBED SOIL.
5. INSTALL 3" X 3" X 0.229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE AND NUT
ON ALL FOUNDATION BOLTS
METAL
1. ALL FLASHING TO BE 24 GA G.I. METAL. GRAVEL STOPS AND BEAM CAPS TO BE 22 GA
G. I. METAL.
2. ALL FRAMING CONNECTORS TO BE SIMPSON COMPANY OR APPROVED EQUIVALENT.
SIMPSON ZMAX REQUIRED WHERE P.T. LUMBER USED. SIMPSON H1 OR EQUIV. AT ALL
TRUSS TO TOP PLATE CONNECTIONS.
FRAMING
1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12" FIELD
U.N,O,.
2. ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH #2 OR BETTER U.N.O..
3. ALL HEADERS TO BE 4 X 8 DOUGLAS FIR -LARCH #2 U.N.O..
4. ALL WALLS TO BE DOUBLE PLATED, AND PLATE JOINTS WILL NOT HAVE LESS THAN 48"
OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE FULLY INTO
EXTERIOR WALL PLATE.
5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM Y2' AND MAXIMUM 7Y2".
6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 8 DF -L #2 MIN. U.N.O..
7. INSULATION BAFFLES TO BE CDX PLYWOOD (OR APPROVED EQUIV.); NO FELT PAPER
ALLOWED. USE SCRAP IF AVAILABLE.
EAST ELEVATION
Si SCALE: 1/4"=1'-0"
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DIMENSIONING NOTATION
TAKES PRIORITY OVER
SCALE. DO NOT SCALE
DRAWINGS.
REVISIONS:
MORTIER ENGINEERING P.C.
144 E. 14th AVENUE
EUGENE, OREGON 97401
PHONE: 541-484-9080
FAX: 541-484-6859
DATE: 213/2016 BY: CK
WORK ORDER NO.
20441
SHEET
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��REPLACE DAMAGED VVOODFFQ\MEDSTUD VVALL
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FRAMING. FULLY WEATHER SEALED AND AOE0UATELY
SUPPORTED.
REPLACE APPROX. GFTSECTION OFDAMAGED FOOTING.
((]PT|ON:CCHANNEL REINFORCEMENT SEE DETAIL 3-82)
p4jlREPLACE GO4OWINDOW
(OPTION: 6068 DOOR)
2X4's @1G"OC
DIMENSIONING NOTATION
C7X82ATTACHED TD
TAKES PRIORITY OVER
EXIST. FTG W/Y2" TITEN
SCALE. DO NOT SCALE
AND R-15 INSULATION
(EXTEND 2FT PAST EACH
END OF DAMAGED FTG)
REVISIONS:
2 X 6 PT DOUBLE PLATE W/ Y2" X 0"
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EUGENE, OREGON 874o
MATCH TO EXIST.
PHONE: 541-484-9080
FAX: 541-484-6859
(1)#4 BAR @ TOP OF
STEMWALL (MIN. 3"
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SECTION DETAIL
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EXPIRES: 12/31/2016
TE:21412016 BY: CK
REINFORCEMENT DETAIL WORK ORDER NO.
SHEET
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2 OF
DIMENSIONING NOTATION
C7X82ATTACHED TD
TAKES PRIORITY OVER
EXIST. FTG W/Y2" TITEN
SCALE. DO NOT SCALE
(EXTEND 2FT PAST EACH
END OF DAMAGED FTG)
REVISIONS:
MORTIER ENGINEERING P.C.
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144E.14UhAVENUE
EUGENE, OREGON 874o
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PHONE: 541-484-9080
FAX: 541-484-6859
TE:21412016 BY: CK
REINFORCEMENT DETAIL WORK ORDER NO.
SHEET
0
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