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DETAIL NUMBER
e -_DETAIL SHEET
S S INDICATES FOOTING STEP, SEE DETAIL D/S501.
INDICATES CONCRETE WALL.
INDICATES WOOD STUD WALL.
INDICATES DEPRESSED SLAB, SEE ARCHITECTURAL
PLANS.
INDICATES WOOD ROOF OR FLOOR SHEATHING,
SEE SCHEDULE B/S001
FC
INDICATES SIDE WHERE INTERIOR WOOD WALL SHEATHING
.
IS TO BE INSTALLED.
CJ
INDICATES CONTROL JOINT
Wx-x
INDICATES WOOD WALL SEE SCHEDULE A/SO02.
WC -x
INDICATES WOOD COLUMN. SEE SCHEDULE B/SO02
A -x
INDICATES HOLD-DOWN TYPE, SEE SCHEDULE A/SO04.
CW -x
INDICATES CONCRETE WALL. SEE SCHEDULE C/S003.
CW-x/Wx-x
INDICATES CONCRETE WALL BELOW WOOD WALL. SEE
SCL
SCHEDULES C/SO03 AND A/S002.
FC
INDICATES CONCRETE CONTINUOUS FOOTING TYPE,
SEE SCHEDULE A/SO03.
FS
INDICATES CONCRETE SPOT FOOTING TYPE, SEE
0
SCHEDULE A/SO03.
FR
INDICATES CONCRETE RECTANGULAR FOOTING TYPE, SEE
SCHEDULE A/SO03.
DP -x
INDICATES CONCRETE DRILLED PIER, SEE DETAIL B/S502
BM -x
INDICATES WOOD BEAM. SEE SCHEDULE C/SO02.
SCL
INDICATES STRUCTURAL COMPOSITE LUMBER SUCH
AS LVL AND LSL.
T.O.W.
TOP OF WALL
B.O.B.
BOTTOM OF BEAM
BLIBTft INDICATES FLOOR OFFSET, SEE DETAILS.
111111111
ROSTRUM/PLATFORM NOTES
NOTES:
1. SEE DETAIL A/S521 FOR TYPICAL TOP PLATE SPLICE
DETAIL
2. SEE SCHEDULE C/SO02 FOR BUILT-UP BEAM DETAIL.
3. SEE SCHEDULE ON SHEET S001 FOR WALL, ROOF, AND
FLOOR NAILING REQUIREMENTS.
EQUIPMENT PLATFORM FRAMING
NOTES
NOTES:
1. SEE ARCHITECTURAL PLANS FOR EQUIPMENT PLATFORM
ELEVATIONS AND STEPS.
2. SEE DETAIL B/S521 FOR TOP PLATE SPLICE DETAIL
FOR PIPES THAT PENETRATE TOP PLATES.
3. SEE SCHEDULE ON SHEET S001 FOR WALL, ROOF AND
FLOOR NAILING REQUIREMENTS.
4. SEE DETAIL A/S521 FOR TYPICAL TOP PLATE SPLICE
DETAIL.
5. SEE SCHEDULE C/SO02 FOR BUILT-UP BEAM DETAIL
6. SEE C/S521 AND D/S521 FOR DETAIL WHERE HVAC AIR DUCTS
PENETRATE SHEAR WALLS. SEE MECH. SHEETS FOR
LOCATION AND SIZES OF DUCTS.
7. FOR UNMARKED INTERIOR HEADERS, USE (3) 2x6 FOR
2x6 WALLS AND (2) 26 FOR 2x4 WALLS. USE (1)
TRIMMER AND (1) KING STUD.
FOOTING AND FOUNDATION
NOTES
NOTES:
1. TOP OF FOOTING 97'-6" TYPICAL UNLESS NOTED
OTHERWISE AT ALL EXTERIOR FOOTINGS.
2. TOP OF FOOTING 99'-6" TYPICAL UNLESS NOTED
OTHERWISE AT ALL INTERIOR FOOTINGS
3. RECESS FOUNDATION WALL 8" AT DOORWAYS AND POUR
SLAB THRU OPENING. SEE H/S501
4. THICKEN SLAB TO 1'-3" x 2'-6" SQUARE AT
VOLLEYBALL POST SLEEVE, SEE ARCH
5. SEE DETAIL A/S501 AND B/S501 FOR PIPES
PERPENDICULAR AND PARALLEL TO FOOTING
6. SEE DETAIL C/S501 FOR TYPICAL CORNER WALL
REINFORCING AT CONCRETE WALLS
7. SEE DETAIL D/S501 FOR TYPICAL FOOTING STEP DETAILS
8. SEE B/S001 FOR WALL/ROOF/FLOOR SHEATHING
REQUIREMENTS
9. SPIKE BUILT-UP COLUMNS TOGETHER. SEE B/SO02 FOR
DETAIL
10. SEE DETAIL E/S501 FOR TYPICAL SILL PLATE BOLTING DETAIL
11. DEPRESS FLOOR SLAB 2" FOR TILE/WOOD FLOOR SYSTEM. SEE
F/S501 AND R/S501 FOR DETAIL AT STEP IN SLAB. SEE ARCH
FOR DIMENSIONS AT ROOMS THAT REQUIRE TILE OR
WOOD FLOOR.
12. BLOCK OUT FOR THRESHOLD AT DOOR. VERIFY SIZE
WITH TILE INSTALLER
13. NO CONSTRUCTION OR CONTRACTION JOINTS SHALL BE
ALLOWED IN THE BUILDING FLOOR SLAB UNLESS
APPROVED BY THE ARCHITECT
14. CONCRETE PADS SUPPORTING A SATELLITE DISH IN THE
MECHANICAL ENCLOSURE (WHERE OCCURS) TO BE INCREASED
TO 5" THICK. COORDINATE WITH ARCH
15. REFER TO WALL AND PARTITION TYPES ON A103
FOR ADDITIONAL FRAMING REQUIREMENTS
16. ALL GRID DIMENSIONS ARE TO FACE OF STUD, TYPICAL U.N.O.
17. 4" CONCRETE SLAB ON GRADE WITH 7 1/2' POUNDS OF HIGH
VOLUME SYNTHETIC FIBER (HVSF) REINFORCING PER CUBIC YARD
OF CONCRETE. CONTRACTOR HAS OPTION TO REPLACE HVSF
WITH 13 BARS AT 18" O.C. EA WAY
18. SEE DETAIL X/S502 FOR STRUCTURAL FILL BENEATH
FOOTINGS AND THICKENED SLABS
ROOF FRAMING NOTES
NOTES:
1. SEE DETAIL A/S521 FOR TYPICAL TOP PLATE SPLICE
DETAIL.
2. SEE SCHEDULE C/SO02 FOR BUILT-UP BEAM DETAIL
3. SEE DETAIL B/S521 FOR TOP PLATE SPLICE DETAIL FOR
PIPES THAT PENETRATE TOP PLATES.
4. SEE DETAILS C/S521 AND D/S521 FOR SHEAR
WALL PENETRATIONS.
5. SEE SCHEDULE ON SHEET S001 FOR WALL, ROOF, AND
FLOOR NAILING REQUIREMENTS.
6. CENTERLINE OF FOLDING PARTITION. SEE ARCH FOR
HEADER DETAIL
7. SEE THE S200 SERIES SHEETS FOR TRUSSED RAFTER
SECTIONS.
8. SEE DETAIL E/S521 FOR TYPICAL CORNER SOFFIT.
9. REMOVE ROOF SHEATHING UNDER OVERBUILD FOR MECHANICAL DUCT
ACCESS, OVERBUILD TRUSSES SHALL BE BUILT TO ALLOW DUCTS TO
PASS THRU SEE MECHANICAL DRAWINGS.
10. (NOT USED)
11. CUT END OF BEAM AT A SLOPE TO MATCH ROOF SLOPE.
SNOW DRIFT LEGEND
® INDICATES AREA OF SNOW DRIFT
INDICATES ADDITIONAL LOADING DUE
X ` TO SNOW DRIFT (SEE NOTE #1).
Y X = LOAD AT DRIFT HIGH POINT
Y = LENGTH OF DRIFT
INDICATES ADDITIONAL LOADING DUE
X _ X TO SNOW DRIFT (SEE NOTE #1).
Y X = LOAD AT DRIFT HIGH/LOW POINT
Y = LENGTH OF DRIFT
1. SEE PLAN FOR SNOW DRIFT LOADING. THESE LOADS ARE IN ADDITION TO
THE TRUSS UNIFORM AND POINT LOADS SHOWN ON PLANS. TRUSS
SUPPLIER TO ADD SNOW DRIFT LOAD TO TRUSS LOADS SHOWN ON S201
THRU S205.
9501 E. 86th St. Indianapolis IN
(317) 849-6992 fax (317) 849-6993
103 Wind Haven Nkholsvllle KY
(859)523-1500 fax(859)523-1514
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50049487510
Plan Series:
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Property Number:
500-4948
Sheet Title:
STRUCTURAL
SYMBOLS AND
NOTES
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500-4948
Sheet Title:
STRUCTURAL
SYMBOLS AND
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Sheet:
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Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
STRUCTURAL
SYMBOLS AND
NOTES
Sheet:
S005