ElevationsMAIN LEVEL
0' -0"
GRADE
RIDGE
12' - 9 7/8"8" HARDIE LAP SIDING -
COLOR SW7052 GRAY
(TYP.)
5/4"X4" CORNER /
DOOR TRIM
(TYP.)
5/4"X8" BELLY BAND
W/ METAL DRIP EDGE
ABOVE (TYP.)VERIFY4' - 0"1X12 FASCIA &
2X10 SUB-FASCIA
4X4 KNEE BRACE
& CORBEL W/ 2X4
LATTICE
T.O. PLATE -HIGH WALLS
10' -11 3/4"10' - 11 3/4"MAIN LEVEL
0' -0"
MAIN LEVEL
0' -0"
T.O. PLATE -LOW WALL
8' -1 1/8"
REMOVABLE ROOF
HATCH - SEE PLAN
3
12
T.O. PLATE -HIGH WALLS
10' -11 3/4"10' - 11 3/4"8' - 1 1/8"MAIN LEVEL
0' -0"
T.O. PLATE -LOW WALL
8' -1 1/8"
REMOVABLE ROOF
HATCH - SEE PLAN
30 YR. ASPHALT
SHINGLES (TYP. U.N.O.)
COLOR - BLACK
36" X 36" WALL VENT
(CENTERED IN WALL)8' - 1 1/8"12' - 9 7/8"MAIN LEVEL
0' -0"
MAIN LEVEL
0' -0"
T.O. PLATE -LOW WALL
8' -1 1/8"
3
12
REMOVABLE ROOF
HATCH - SEE PLAN
T.O. PLATE -HIGH WALLS
10' -11 3/4"8' - 1 1/8"10' - 11 3/4"GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FND. 5% FOR
THE FIRST 10-FT. AND 2% THEREAFTER.
TYP.
6"
2X PRESSURE TREATED PLATE
W/ 1/2" DIA. X 10" ANCHOR
BOLTS - SEE LATERAL PLAN
FOR SPACING
6" CONCRETE SLAB ON
6 MIL VAPOR BARRIER
ON 4" COMPACTED
GRAVEL BASE
APPROVED MOISTURE BARRIER
OVER 7/16" OSB SHEATHING
2X6 STUDS AT 16" O.C.
#4 HORIZONTAL REBAR AT
TOP & BTM. OF STEM WALL
VERTICAL #4 REBAR AT 48" ON
CENTER - CENTER IN WALL &
EXTEND INTO SLAB 24" MIN.
TRENCH FOOTING -
SEE PLAN 2' - 0"(MIN.)
2' - 0"
6X6 W1.4/W1.4 REINFORCING -
CENTERED IN SLAB
14' - 0"12' - 0"12' - 0"14' - 0"
2
3
4
1
11
1
1
3068
6"
1
1
4" PVC DISCHARGE
MAIN TO PI SYSTEM
12" INTAKE FROM
SCREEN BOX
2
T.O. PLATE =
10' - 11 3/4"
T.O. PLATE =
8' - 1 1/8"
T.O. PLATE =
10' - 11 3/4"
T.O. PLATE =
8' - 1 1/8"
36" X 36" WALL VENT
(CENTERED IN WALL)
7 7
14' - 0"
14' - 0"
9' - 0"
VERIFY
5' - 0"12' - 0"3
VERIFY4' - 0"12' - 0"3' - 4"10 1/2"
45
9
2.0
1. DESIGN CRITERIA: 2015 IBC
2. THE CONTRACTOR SHALL REVIEW ALL THE INFORMATION IN THESE DRAWINGS AND
REPORT ANY ERRORS OR DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
3. THE CONTRACTOR SHALL REPORT ALL SITE CONDITIONS SUCH AS SOIL
CONDITIONS, SITE PROFILES OR MATERIAL VARIANCES WHICH MAY EFFECT THE
INTEGRITY OF THIS DESIGN.
4. SOIL BEARING PRESSURE 1500 PSF BASED ON IBC CODE MINIMUMS. OTHER
CONDITIONS MAY REQUIRE SPECIAL PROVISIONS IN FOUNDATION DESIGN AND
CONSTRUCTION. CONTRACTOR TO VERIFY W/ GEOTECHNICAL ENGINEER AS REQ'D
PRIOR TO CONSTRUCTION.
5. USE 5/8" TYPE X DRYWALL ON ALL INTERIOR WALLS AND CEILINGS.
GENERAL NOTES:FOUNDATION NOTES:
1. ALL FOOTINGS ARE TO BE PLACED ON NATIVE SOIL 12" MINIMUM BELOW
EXISTING GRADE OR ON STRUCTURAL FILL. ALL FOOTINGS SHALL HAVE A
MINIMUM FROST DEPTH OF 24". NOTIFY J.D.E. OF ANY DISCREPANCIES.
2. SILL PLATE TO BE 2X6 PRESSURE TREATED D.F. WITH 1/2"Ø A.B. AT 6'-0" O.C.
MAX. WITH 7" MIN. EMBEDMENT IN CONCRETE - TYPICAL EXCEPT AS REQUIRED
BY SHEAR WALL PANELS - SEE PLANS FOR ADD'L INFO.
3. ALL WOOD WITHIN 1" OF CONC. OR 6" OF EXPOSED EARTH TO BE APPROVED
TREATED WOOD OR REDWOOD AS REQUIRED.
4. CONTRACTOR SHALL VERIFY AND COORDINATE SIZES AND LOCATIONS OF
ANY BLOCK-OUTS AS MAY BE REQUIRED FOR BUILDING SERVICES.
5. CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS, AND SPECIFICATIONS
AND NOTIFY J.D.E. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
FRAMING NOTES:
1. PLATE PLAN FOR PLATE HEIGHTS.
2. UNLESS OTHERWISE NOTED, PROVIDE (1) KINGSTUD AND (1) TRIMMER AT EA. SIDE
OF ALL OPENINGS.
3. FASTEN ALL ROOF RAFTERS TO DOUBLE TOP PLATE W/ H2.5 TIE AT EA. END.
4. ROOF SHEATHING - 7/16" APA RATED OSB WITH 8d NAILS AT 6" O.C. ALONG EDGES
AND DIAPHRAGM BOUNDARIES AND 12" O.C. IN THE FIELD.
5. PROVIDE ATTIC VENTILATION AS REQ'D BY CODE.
DESIGN CRITERIA: 2015 IBC
GRAVITY LOADS:
SEISMIC LOADS:
WIND LOADS:
ROOF SNOW LOAD
ROOF DEAD LOAD
SOIL SITE CLASS
SHORT TERM SPECTRAL RESPONSE, Ss
SITE COEFFICIENT, Fa
DESIGN SPECTRAL RESPONSE, Sds
SEISMIC IMPORTANCE FACTOR
SEISMIC DESIGN CATEGORY
RESPONSE MODIFICATION COEFFICIENT, R
EXPOSURE B
BASIC WIND SPEED
GUST FACTOR, Kd
IMPORTANCE FACTOR
25 PSF
17 PSF
D
0.34
1.52
I
1.0
D
6.5
90.00 MPH
0.85
0.85
1.0
SHEARWALL SCHEDULE
MARK SHEATHING
7/16" APA
RATED OSB
FASTENERS
8d NAILS
EDGE
NAILING
FIELD
NAILING
6" O.C.12" O.C.
ANCHOR BOLTS
1/2" DIA. X 10" ANCHOR BOLTS
AT 48" O.C.
SHEARWALL TAG NOTATIONS
1. SHEATH ENTIRE WALL ABOVE AND BELOW WINDOWS/DOOR AS PER SHEARWALL DESIGNATION.
2. SHEARWALL SHEATHING IS CONTINUOUS BEHIND ADJACENT WALL FRAMING.
1
BLK'G
PANEL
EDGES.
3:12 ROOF PITCH (TYP.)
2X10 ROOF RAFTERS AT 24" O.C.
W/ 2X10 SUB-FASCIATYP.
1' - 0"1' - 0"2' - 6"VERIFY3' - 0"6' - 6"1
H1
2' - 0"NOTCH ROOF
RAFTERS AT PLATE
RAKED SOFFIT
RAKED SOFFIT
NOTCH ROOF
RAFTERS AT PLATE
4X4 KNEE BRACE & CORBEL
W/ EQ. SPACED 2X4 LATTICE
(T.O. CORBEL = T.O. DOOR)
6"6"1' - 6"B1
B1 B1B17 7
6
6
3"3"9
2.0
TYP. PLAN NOTES:X
1. OUTLINE OF REMOVABLE ROOF HATCH - VERIFY SIZE / LOCATION W/ CONTRACTOR.
2. PUMP STATION AND WET WELL - VERIFY SIZE AND LOCATION.
3. 6" CONCRETE SLAB W/ 4" COMPACTED GRAVEL BASE - SLOPE SLAB AS REQ'D FOR
DRAINAGE INTO WET WELL / DOOR OPENING (SLAB POURED OVER WET WELL
WALLS.) REINFORCE W/ 6X6 W1.4/W1.4 CENTERED IN SLAB.
4. STEP STEM WALL DOWN BELOW CONCRETE SLAB (TYP. AT OPENINGS).
5. CONCRETE SLAB OUTLINE - VERIFY SIZE.
6. SIMPSON HUS410 HANGER.
7. FRAME SIDE WALLS TO BOTTOM OF ROOF JOISTS.
PROPOSED
LOCATION
MAIN LEVEL
0' -0"
MAIN LEVEL
0' -0"
T.O. PLATE -LOW WALL
8' -1 1/8"
T.O. PLATE -HIGH WALLS
10' -11 3/4"2X10 / 4X10 ROOF
RAFTERS - SEE PLAN
REMOVABLE ROOF
HATCH - SEE PLAN
2X10 SUB-FASCIA W/
1X12 FASCIA (TYP.)
2X6 EXTERIOR
WALL FRAMING
8' - 1 1/8"10' - 11 3/4"6" CONC. SLAB -
SEE PLAN
TRENCH FOOTING -
SEE PLAN
NOTCH ROOF
RAFTERS AT PLATE
2' - 0"
1' - 0"
R-21 EXTERIOR
INSULATION (TYP.)
R-30 INSULATION IN
CEILING (TYP.)
SHEET TITLE:
SHEET NUMBER:
DRAWN BY:
PLOT DATE:
PROJECT INFO:
MSTR DATE:
LOT:
BLOCK:
GLD JOB #:
ALL WORK TO BE COMPLETED BY
LICENSED CONTRACTORS USING THE
BEST PRACTICES OF TRADE
INVOLVED. CONTRACTOR(S) TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE PROCEEDING
WITH CONSTRUCTION. ALL PLANS,
DRAWINGS, AND DESIGNS ARE THE
PROPERTY OF GUIDED LIGHT
DRAFTING LLC AND SHALL NOT BE
REPRODUCED OR COPIED WITHOUT
WRITTEN CONSENT BY GUIDED LIGHT
DRAFTING LLC.
GUIDED LIGHT DRAFTING
5117 WESTON AVE.
CALDWELL, ID. 83607
(208) 284-1687 1817 N. LAKES. PLACE #100, MERIDIAN, ID 83646 (208) 939-10459/11/2020 10:33:55 AM
CONST. PLANS -IRRIG.
PUMP HOUSE
2.0
RA
THREE CORNERS
RANCH -
IRRIG. PUMP
HOUSE
1
CMG-072002
3
1/4" = 1'-0"
NORTH ELEVATION1
1/4" = 1'-0"
WEST ELEVATION41/4" = 1'-0"
SOUTH ELEVATION3
1/4" = 1'-0"
EAST ELEVATION2
3/4" = 1'-0"
TYP. STEM WALL5
1/4" = 1'-0"
FLOOR & LATERAL PLAN6 1/4" = 1'-0"
FOUNDATION PLAN7
BEAM / HEADER SCHEDULE
MARK TYPE COMMENTS QTY.
B1 4X10 DF #2 ROOF RAFTER - SEE PLAN 4
H1 (2) 2x4 DF #2 B.O. HEADER = T.O. R.O. 1
1/4" = 1'-0"
ROOF FRAMING PLAN8
JDE JOB#: 200852
DESIGNED FOR:
SWEET LAND DEVELOPMENT
N 1/4" = 1'-0"
VICINITY MAP
1/4" = 1'-0"
PUMP HOUSE - SECTION9
DECO. EXT. LATTICE
WORK BY OTHERS
DECO. EXT. LATTICE
WORK BY OTHERS
(TYP.)