ElevationsMAIN LEVEL
0' -0"
T.O. PLATE -LOW
8' -1 1/8"8' - 1 1/8"GRADE
RIDGE
12' - 11 1/2"T.O. PLATE -HIGH
11' -0 1/4"
4" METAL CORNER /
DOOR TRIM
POWER METER
METAL DOOR WITH
METAL FRAME
36" X 30" VENT
MAIN LEVEL
0' -0"
T.O. PLATE -LOW
8' -1 1/8"
T.O. PLATE -HIGH
11' -0 1/4"
3
12
MAIN LEVEL
0' -0"
T.O. PLATE -LOW
8' -1 1/8"
30 YR. ASPHALT
SHINGLES (TYP. U.N.O.)
REMOVABLE ROOF
HATCH - SEE PLAN
T.O. PLATE -HIGH
11' -0 1/4"
MAIN LEVEL
0' -0"
T.O. PLATE -LOW
8' -1 1/8"
4" METAL CORNER /
DOOR TRIM
(TYP.)
REMOVABLE ROOF
HATCH - SEE PLAN
8" HARDIE LAP
SIDING (TYP.)
BUILDING COLORS:
BODY - ALPACA SW7022
TRIM/FASCIA - ELEPHANT EAR SW9168
DOOR - ELEPHANT EAR SW9168
VENTS - ALPACA SW7022
ROOFING - DK. CHARCOAL
T.O. PLATE -HIGH
11' -0 1/4"
3
12
1X12 FASCIA W/
2X10 SUB-FASCIA
(TYP.)
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.
2X10 SUB-FASCIA
2X10 ROOF JOISTS
AT 24" O.C.
T.O. PLATE
SEE PLAN FOR
DESIGNATED HEEL
HEIGHTS
7/16" OSB SHEATHING
W/ COMP. SHINGLES ON
15# FELT OR EQUIV.
8X16 SOFFIT VENT W/
6X14 CUT (MIN.) 8'-0" O.C.
3/8" SMART SOFFIT
H2.5A TIE OR
SDWC-15450 SCREWS
AS PER TRUSS CALC'S
1/2" (MIN.) GYPSUM WALLBOARD
AT WALLS & CEILING
2X STUDS AT 16" O.C.
MOISTURE BARRIER TO
RUN BEHIND BLOCKING
NOTCH ROOF JOIST
TO SIT ON WALL
TYP.
6"
2X PRESSURE TREATED PLATE
W/ 1/2" DIA. X 10" ANCHOR
BOLTS - SEE LATERAL PLAN
FOR SPACING
4" CONCRETE SLAB ON
4" COMPACTED
GRAVEL BASE
APPROVED MOISTURE BARRIER
OVER 7/16" OSB SHEATHING
2X4 STUDS AT 16" O.C.
(2) #4 HORIZONTAL REBAR IN
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"
14' - 0"12' - 0"12' - 0"14' - 0"
2
3
4
1
11
2
3068
S
1
1
8"
6' - 0"2' - 2"6' - 0"2' - 2"T.O. PLATE =
8'-1 1/8"
T.O. PLATE =
8'-1 1/8"
RAKE TOP
OF WALL
T.O. PLATE =
10'-10 1/4"
RAKE TOP
OF WALL
T.O. PLATE =
10'-10 1/4"
14' - 0"
14' - 0"4' - 0"12' - 0"3
5 4' - 0"12' - 0"NO BOLTS
3' - 4"10 1/2"
4
5' - 0"9' - 0"
TYP.
6"
6
1.0
1. DESIGN CRITERIA: 2018 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.
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 ENGINEER OF ANY DISCREPANCIES.
2. SILL PLATE TO BE 2X4 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 DESIGNER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
FRAMING NOTES:
1. PLATE HEIGHT = 8'-1 1/8".
2. UNLESS OTHERWISE NOTED, PROVIDE (1) KINGSTUD AND (1) TRIMMER AT EA. SIDE
OF ALL OPENINGS.
3. RAFTER-TO-RAFTER CONNECTIONS PROVIDED BY TRUSS MFR. TRUSS MFR. SHALL
VERIFY ALL DIMENSIONS OFF OF FND. PLAN AND FLOOR PLAN PRIOR TO PLANNING.
4. FASTEN ALL RAFTERS TO DOUBLE TOP PLATE W/ H2.5 TIE OR SDWC-15450 SCREWS
AS PER TRUSS CALC'S AT EA. END.
5. 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.
6. PROVIDE ATTIC VENTILATION AS REQ'D BY CODE.
DESIGN CRITERIA: 2018 IBC
GRAVITY LOADS:
SEISMIC LOADS:
WIND LOADS:
BLD'G ANALYSIS:
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
OCCUPANCY GROUP
CONSTRUCTION TYPE
25 PSF
17 PSF
D
0.34
1.52
I
1.0
C
6.5
115 MPH
0.85
1.0
U
IV
SHEARWALL SCHEDULE
MARK SHEATHING
7/16" APA
RATED OSB
FASTENERS
16 GA. STAPLES
EDGE
NAILING
FIELD
NAILING
6" O.C.12" O.C.
ANCHOR BOLTS
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.
1/2" DIA. X 10" ANCHOR
BOLTS AT 48" O.C.
3:12 ROOF PITCH (TYP.)
1X12 FASCIA W/
2X10 SUB-FASCIA U.N.O.
TYP.
1' - 0"1' - 0"NOTE:
FASTEN ROOF JOISTS TO
PLATE W/ SIMPSON H2.5A
OR SDWC-15450 SCREWS VERIFY3' - 6"1' - 6"1
H1
AT 24" O.C.
2X10 ROOF RAFTERS
2' - 0"6' - 0"2' - 0"
6
(2) 2X4 (2) 2X4
(2) 2X4 (2) 2X4
B1B1B1
B1
7 7
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. 4" 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.)
4. STEP STEM WALL DOWN BELOW CONCRETE SLAB (TYP. AT OPENINGS).
5. CONCRETE SLAB OUTLINE - VERIFY SIZE.
6. (2) 2X4 KINGSTUDS W/ (1) 2X4 TRIMMER.
7. SIMPSON IUS1.81/9.5 HANGER - TYP. AT NON-RAFTER "B1" BEAMS.
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) 939-10457/27/2021 7:02:56 PM
CONST. PLANS -IRRIG.
PUMP STATION
1.0
RA
DELANO SUB. #1
X
CMG-210301
X
1/4" = 1'-0"
FRONT ELEVATION2
1/4" = 1'-0"
RIGHT ELEVATION3 1/4" = 1'-0"
REAR ELEVATION4
1/4" = 1'-0"
LEFT ELEVATION1 3/4" = 1'-0"
TYP. O.H. EAVE5
3/4" = 1'-0"
TYP. STEM WALL6
1/4" = 1'-0"
FLR./SHEAR/ELEC. PLAN7 1/4" = 1'-0"
FOUNDATION PLAN8
BEAM / HEADER SCHEDULE
MARK TYPE COMMENTS QTY.
B1 (1) 1 3/4" x 9 1/2" LVL ROOF RAFTER/BEAM 4
H1 (2) 2x4 DF #2 B.O. HEADER = T.O. R.O. 1
1/4" = 1'-0"
ROOF FRAMING PLAN9
PROJECT DESIGNED FOR:
CHALLENGER DEVELOPMENT INC.
JDE JOB#: