A2.0_Floor_Foundation_Roof_Framing_Plan V1APPROVED
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M23/22
KEYNOTES F1
A FLOOR PLAN
Scale: 1 /4" = 1'-0" C
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2' 6-3 3'-6,
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2'-94' 6'-T 6'-11%''
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TO.S.
100'-b"
AT DOOR HOLD SLAB DOWN 8" AND
POUR SLAB OVER PER DETAIL 5/S1.0. TYP
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FIN: SLAB. ELEV
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4" CONCRETE SLAB ON GRADE
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WITH 13X13 D5XD5 W.W.R. AT 1 2' FROM
TOP OF SLAB. PROVIDE SLAB JOINTS
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WHERESHOWN PER DETAIL 1/S1..0
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T.O.F.
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36'-0"
FOUNDATION PLAN
Scale: 1 /4" = 1'-0"
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RUSSES A
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ROOF FRAMING PLAN
Scale: 1/4"= F-0"
ROOF FRAMING PLAN NOTES
1. FOR GENERAL STRUCTURAL NOTE SEE SHEET S/2.0
2. ROOF DECK: 7/16" APA RATED SHEATHING 24/16 SPAN RATING
EXTERIOR EXPOSURE 1 . NAIL WITH 8d'S AT 6" O.C. AT EDGE
SUPPORT AND AT 12" O.C. AT INTERMEDIATE SUPPORT. STAGGER
PANEL JOINTS.
3. FH11 DENOTES (2) 2X8 DF#1 WOOD HEADER W/ (1) TRIMMER AND
(2) KING STUDS.
4. THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS
ONLY. SEE ARCHITECTURAL FLOOR PLAN FOR DIMENSIONS NOT
NOTED.
5. ALL TRUSSES TO HAVE A 12" ENERGY HEEL.
FOUNDATION PLAN NOTES
1. FOR GENERAL STRUCTURAL NOTE SEE SHEET S/2.0
2. THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS
ONLY. SEE ARCHITECTURAL FLOOR PLAN FOR DIMENSIONS NOT
NOTED.
3. T.O.F. DENOTES TOP OF FOOTING.
4. Fi DENOTES V-2" X 12" THICK CONT. FOOTING W/ (2) #5 CONT.
5. Wi DENOTES 2X6 DF #2 STUD WALL AT 16" O.C.
6. SWi DENOTES WOOD SHEAR WALL W/ 16" APA RATED SHEATHING
ONE SIDE. NAILING: 8d AT 6" O.C. PANEL EDGE. 8d AT 12" O.C. FIELD
NAILING. FOUNDATION ANCHOR BOLT, 8" DIA. X 7" EMBED AT 48"
O.C. MAX 12" FROM ENDS.
7. 0 DENOTES SIMPSON HOLDDOWN W/ (2) 2X HOLDDOWN
STUDS NAILED TOGETHER W/ 16d AT 8" O.C. STAGGERED.
8. T.O.S. DENOTES TOP OF STEM WALL.
1. LINE OF INSIDE FACE OF CONCRETE STEM WALL. SEE FOUNDATION PLAN.
2. INTERIOR WALL: g GYP. BD. EA SIDE OF 2X4 WOOD STUDS AT 16" O.C. ( PRESSURE TREATED SILL PLATE WITH
POWDER ACTUATED FASTENERS INTO CONCRETE SLAB AT 12" O.C.) TAPE AND TEXTURE WALLS AND
PROVIDE A LIGHT ORANGE PEEL FINISH. PAINT, TWO COATS OVER PRIMER, PROVIDE 4'' HIGH RUBBER
BASE.
3. 7-0" HIGH BUILT IN 4" THICK OSB SHELVING WITH 2X4 FRAME WORK. (USE PRESSURE TREATED WHERE IN
CONTACT WITH CONCRETE) FIELD VERIFY SPACING ON SHELVES.
4. 3'-0'' X T-0" INSULATED METAL DOOR WITH 2" INSULATED METAL FRAME. PAINT, PRIMER AND TWO FINISH
COATS. HARDWARE TO MATCH SCHOOL STANDARD.
5. 6'-0" XT-0" INSULATED OVERHEAD DOOR. PAINT, PRIMER AND TWO FINISH COATS. HARDWARE BY DOOR
MANUFACTURER.
6. EXTERIOR WALL. SEE WALL SECTION A/A2.1.
7. NEW 4" CONCRETE APRON CONSTRUCTED BY OWNER OVER 4" MIN OF 4" MINUS BASE OVER UNDISTURBED EARTH.
PROVIDE 6" XI 2" THICKENED EDGE AT JUNCTION TO GRASSED AREA. SLOPE AT "/FT. MAX AND TIE INTO EXISTING
ASPHALT. PROVIDE CONTROL JOINTS AS SHOWN. SEE G.S.N. ON SHEET S3.0 FOR COMPACTION.
8. NEW 4" THICK 2'-O" WIDE CONCRETE MOW STRIP CONSTRUCTED BY OWNER, OVER 4" COMPACTED MINUS BASE. SLOPE
AWAY FROM BUILDING.
9. EXISTING IN -GRADE ELECTRICAL PULL BOX WITH CONDUIT RACEWAY FOR POWER, AND DATA, SEE ELECTRICAL
4 DRAWINGS.
10. ICC Al 17.1 ACCESSIBLE ROUTE CONSTRUCTED BY OWNER, SEE GENERAL NOTES.
GENERAL NOTES: I
1. ALL CONTRACTORS ARE REQUIRED TO REVIEW ALL DRAWINGS AND SPECIFICATIONS.
2. ALL NEW CONSTRUCTION SHALL BEIN CONFORMANCE WITH 2018INTERNATIONAL BUILDING
CODE.
3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT ARE REQUIRED UNDER THE LOCAL
JURISDICTION, CITY OF MERIDIAN, IDAHO.
4. THE ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM SLOPE OF 4 7%IN THE DIRECTION OF TRAVEL AND A CROSS
SLOPE 12 %MAX. AT ALL CHANGES IN DIRECTION THE SLOPE SHALL BE A MAXIMUM OF 1 Z% IN ANY DIRECTION
PER;CC A 117, I.
PROJECT: 22-105
FILE: 22105 AN
DATE: March 2022
DRAWN: JLP
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