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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.)