HomeMy WebLinkAboutBLD-19-4697LEFT ELEVATION
1/4
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FRONT ELEVATION-
1/4
LEVATION1/4 — 1'-0"
24'
7'-6" 9'
2' 20'
RIGHT ELEVATION-
1/4
LEVATION
1 /4„ _ V-07)
7'-6"
TYP
2' 6" O.H.
ELECTRICAL LEGEND
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)p WOOD STRUCTURAL PANEL DEFINITION
A WOOD STRUCTURAL PANEL CONSTRUCTED AS PER CURRENT EDITION 'IRC ('NSP)
STRUCTURAL PANEL SHEATHING MIN. T1-11, 3/8 PLYWOOD
ONE SIDE NAIL W/ 8d @ 6" O.C. ON THE EDGES AND
8d @ 12" Q.C. IN THE FIELD.
PROVIDE PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD.
PROVIDE FRAMING MEMBERS OR BLOCKING AT EDGES OF ALL PLYWOOD SHEETS.
PROVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL SEE TYPICAL WALL DETAIL.
�71s , 4'
24'
vi -F, 4 o F -
UPPER FLOOR AND ROOF PLAN
1/4,, = 1, —0
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220 VOLT OUTLET
,
8' FLUORESCENT FIXTURE
7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
4' FLUORESCENT FIXTURE
25" X 25'X 12"
STANDARD INCANDESCENT
m
RECESSED INCANDESCENT
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PRIOR TO FOUNDATION INSPECTION.
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1.5" RISE ON 2XI2 6TRINGERS
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10'
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III
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METAL MRAC3 ETS ON
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23' X 23'
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III
PLATFORM MIN. 3' UJIDE ON
FOUNDATION AND
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METAL 13RACKET5 ON
1/ 4
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I600 X I8" OF. CONIC. FOOTINCIS
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RIDGE SAM OVER (501)
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(OPT i0NAL)KNEE WALLS
2X46lb" OL.
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)p WOOD STRUCTURAL PANEL DEFINITION
A WOOD STRUCTURAL PANEL CONSTRUCTED AS PER CURRENT EDITION 'IRC ('NSP)
STRUCTURAL PANEL SHEATHING MIN. T1-11, 3/8 PLYWOOD
ONE SIDE NAIL W/ 8d @ 6" O.C. ON THE EDGES AND
8d @ 12" Q.C. IN THE FIELD.
PROVIDE PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD.
PROVIDE FRAMING MEMBERS OR BLOCKING AT EDGES OF ALL PLYWOOD SHEETS.
PROVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL SEE TYPICAL WALL DETAIL.
�71s , 4'
24'
vi -F, 4 o F -
UPPER FLOOR AND ROOF PLAN
1/4,, = 1, —0
---------
4 P0'T Com_
I
SWITCH, 3—WAY
j
tt�r 4ci�
220 VOLT OUTLET
,
8' FLUORESCENT FIXTURE
7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
4' FLUORESCENT FIXTURE
25" X 25'X 12"
STANDARD INCANDESCENT
m
RECESSED INCANDESCENT
SERVICE PANEL
(�
SMOKE DETECTOR
co
EXAUST FAN VENTED
TO EXTERIOR
c f. FTCa-
CADET HEATER
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10. ALL HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
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PRIOR TO FOUNDATION INSPECTION.
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1.5" RISE ON 2XI2 6TRINGERS
4'
10'
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10'
N
ON 4X4 1O.T. POSTS ON
�
N
24'
METAL MRAC3 ETS ON
> �
Fh"4 X IS" Df:'. CONIC, FOOTINGS
PLATFORM MIN. 3' UJIDE ON
FOUNDATION AND
MAIN FLOOR
PLAN-
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METAL 13RACKET5 ON
1/ 4
=
I600 X I8" OF. CONIC. FOOTINCIS
)p WOOD STRUCTURAL PANEL DEFINITION
A WOOD STRUCTURAL PANEL CONSTRUCTED AS PER CURRENT EDITION 'IRC ('NSP)
STRUCTURAL PANEL SHEATHING MIN. T1-11, 3/8 PLYWOOD
ONE SIDE NAIL W/ 8d @ 6" O.C. ON THE EDGES AND
8d @ 12" Q.C. IN THE FIELD.
PROVIDE PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD.
PROVIDE FRAMING MEMBERS OR BLOCKING AT EDGES OF ALL PLYWOOD SHEETS.
PROVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL SEE TYPICAL WALL DETAIL.
�71s , 4'
24'
vi -F, 4 o F -
UPPER FLOOR AND ROOF PLAN
1/4,, = 1, —0
1. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION
INTERNATIONAL RESIDENTIAL CODE, ANY APPLICABLE
STATE CODES OR AMENDMENTS, AND ALL COUNTY OR
LOCAL CODES AND REGULATIONS. (2015 I.R.C.)
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOF 30 PSF LIVE LOAD)
FLOOR 40 PSF �LL)
STAIRS 100 PSF (LL)
GARAGE FLOOR 50 PSF 2000# PT.)
DECKS 60 PSF LL)
WIND S100 MPH
SEISMIC D1
( IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE REVISIONS.)
5. INSULATION: PATH 1
ROOF (VAULTED) R-38
ROOF (FLAT) R-38
WALLS (2X4 EXTERIOR) R-13
WALLS (2X6 EXTERIOR) R-21
FLOOR (OVER UNHEATED SPACE) R-30
6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE
INCREASED IF DESIRED. VERIFY WITH CONTRACTOR.
7. ALL EXPOSED INSULATION IS TO HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 450.
8. PROVIDE INSULATION BAFFLES AT EAVE VENTS
BETWEEN RAFTERS.
9. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA BEING VENTILATED.
FOUNDATION NOTES
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL
DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95%
4. CONCRETE: -BASEMENT WALLS & FOUNDATIONS
NOT EXPOSED TO WEATHER: 2,500 PSI
-BASEMENT & INTERIOR
SLABS ON GRADE : 2,500 PSI
-BASEMENT WALLS & FOUNDATIONS
EXPOSED TO THE WEATHER : 3,000 PSI
-PORCHES, STEPS & CARPORT
SLABS EXPOSED TO WEATHER 3,500 PSI
(AS PER I.R.C. TABLE R402.2)
5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT.
(MAXIMUM) INTERVALS EA. WAY.
SWITCH, SINGLE POLE
I
SWITCH, 3—WAY
j
DUPLEX OUTLET s
220 VOLT OUTLET
,
8' FLUORESCENT FIXTURE
7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
4' FLUORESCENT FIXTURE
o
STANDARD INCANDESCENT
m
RECESSED INCANDESCENT
SERVICE PANEL
(�
SMOKE DETECTOR
co
EXAUST FAN VENTED
TO EXTERIOR
4
CADET HEATER
1. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION
INTERNATIONAL RESIDENTIAL CODE, ANY APPLICABLE
STATE CODES OR AMENDMENTS, AND ALL COUNTY OR
LOCAL CODES AND REGULATIONS. (2015 I.R.C.)
2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS
AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR
OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS.
4. DESIGN LOADS: ROOF 30 PSF LIVE LOAD)
FLOOR 40 PSF �LL)
STAIRS 100 PSF (LL)
GARAGE FLOOR 50 PSF 2000# PT.)
DECKS 60 PSF LL)
WIND S100 MPH
SEISMIC D1
( IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN
LOADS CONSULT WITH A LOCAL STRUCTURAL ENGINEER
TO DETERMINE THE APPROPRIATE REVISIONS.)
5. INSULATION: PATH 1
ROOF (VAULTED) R-38
ROOF (FLAT) R-38
WALLS (2X4 EXTERIOR) R-13
WALLS (2X6 EXTERIOR) R-21
FLOOR (OVER UNHEATED SPACE) R-30
6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE
INCREASED IF DESIRED. VERIFY WITH CONTRACTOR.
7. ALL EXPOSED INSULATION IS TO HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 450.
8. PROVIDE INSULATION BAFFLES AT EAVE VENTS
BETWEEN RAFTERS.
9. ROOF VENTS TO TOTAL MORE THAN 1/300 OF THE
ATTIC AREA BEING VENTILATED.
FOUNDATION NOTES
1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL
DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS
REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW
THE FINAL GRADE.
2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF.
3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95%
4. CONCRETE: -BASEMENT WALLS & FOUNDATIONS
NOT EXPOSED TO WEATHER: 2,500 PSI
-BASEMENT & INTERIOR
SLABS ON GRADE : 2,500 PSI
-BASEMENT WALLS & FOUNDATIONS
EXPOSED TO THE WEATHER : 3,000 PSI
-PORCHES, STEPS & CARPORT
SLABS EXPOSED TO WEATHER 3,500 PSI
(AS PER I.R.C. TABLE R402.2)
5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT.
(MAXIMUM) INTERVALS EA. WAY.
6. CONCRETE SIDEWALKS TO HAVE 3/4 IN. TOOLED JOINTS
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AT 5 FT. (MINIMUM) O.C.
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7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
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WIRE MESH TO BE A-185.
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PRIOR TO FOUNDATION INSPECTION.
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6. CONCRETE SIDEWALKS TO HAVE 3/4 IN. TOOLED JOINTS
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7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
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WIRE MESH TO BE A-185.
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7. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED
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ENINGS W/ R BAR (SEE TYPICAL WALL DETAIL)
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PRIOR TO FOUNDATION INSPECTION.
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A CERT11 Ic'D M BUILT IS REQUIREDTHE ARE TO CHECK AND
ACCURACY ANDCONTRACTORS
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SITE CONDITIONS BEFORE TIART SHEET
{9 OF CONSTRUCTION. THE BUYER AGREES THAT CAD
BEFORE ;'INP1 RiZiPEC �'Iv a RESULTING FROM DESST HAS NO IGN ERRORILITY FOR S OR OMISSIONSSTS OR .
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRECEDENCE OVER SCALED DIMENSIONS. OF
COPYRIGHT 2018 BY CAD NORTHWEST, ALL RIGHT ESER 9 y
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ACCURACY ANDCONTRACTORS
S
SITE CONDITIONS BEFORE TIART SHEET
{9 OF CONSTRUCTION. THE BUYER AGREES THAT CAD
BEFORE ;'INP1 RiZiPEC �'Iv a RESULTING FROM DESST HAS NO IGN ERRORILITY FOR S OR OMISSIONSSTS OR .
WRITTEN DIMENSIONS SHALL ALWAYS TAKE
PRECEDENCE OVER SCALED DIMENSIONS. OF
COPYRIGHT 2018 BY CAD NORTHWEST, ALL RIGHT ESER 9 y
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16" MIN. 12" MAX.
BLIND NAIL
�----� I NOTCH FOR OUTLO ER
o 8d @ 8" O.C.
F SHEATHING 2x4 0UTL0OKERS
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REAR ELEVATION -
1/4 11 - 11-091
ALTERNATE BRACE PANEL DETAIL
SECOND STORY OF TWO STORY
1
Ro—�
RAFTER -,, I I RAFTER
@ 24 O.C. (FLAT)
BARGE RAFTER
END NAIL 8d @ 8" O.C.
GABLE WALL
END NAIL 8d
,//—® 8" O.C.
STUD
'SIMPSON' A23 ® 32" O.C:--/
GABLE END DETAIL
AT 6'-0" O.C.
SECTION B
1/4)l - 1'-0"
SECTION A-
1/4 )1 = V-01)
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