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GENERAL NOTES
MISCELLANEOUS:
1. ELEVATIONS ARE GIVEN AS DIMENSION ABOVE ( +) OR BELOW ( -) FINISHED
GROUND FLOOR (SITE ELEVATION = 790.50).
2. IN ADDITION TO DEAD LOADS, THE BUILDING IS DESIGNED FOR THE FOLLOWING: 1�
a. 125 PSF FLOOR LIVE LOAD (MEZZANINE)
b. 20 PSF : ROOF SNOW LOAD (PLUS DRIFTING WHERE APPLICABLE)
C. 75 MPH, EXPOSURE "C" : WIND FORCES
d. ZONE #1 SEISMIC FORCES
_FOUNDATIONS: 3
1. SEE. SPECIFICATION FOR CONTROLS FOR SITE PREPARATION, PROOF ROLLING,
ENGINEERED FILLING AND FOUNDATION INSPECTION. $2
2. FOUNDATIONS ARE DESIGNED FOR 19500 PSF AND 19200 MAXIMUM SOIL
PRESSURES AT SQUARE AND STRIP FOOTINGS RESPECTIVELY.
3. "DRAINAGE FILL" (A WELL -GRADE GRANULAR MATERIAL OF 3/4" MAXIMUM SIZE -!
AND HAVING LESS THAN 5X OF WEIGHT PASSING THE 200 SIEVE) SHALL BE USED
AS SACKPILL AND SHALL BE COMPACTED IN A 4" THICK LAYER IMMEDIATELY
BELOW FLOOR SLABS,
4, LOCATIONS OF BUILDING LINES SHALL BE ESTABLISHED AND PRESERVED BY
FIRST -CLASS SURVEYING METHODS. ANCHOR BOLTS SHALL BE ACCURATELY
POSITIONED AND.SECURED IN TEMPLATES PRIOR TO CASTING CONCRETE.
S. POSITION AND SUPPORT ALL VERTICAL DOWELS BEFORE CASTING CONCRETE.
6. FOOTINGS MAY BE CAST DIRECTLY INTO NEATLY CUT EXCAVATIONS WHEREVER
POSSIBLE. CAST FOOTINGS AS SOON AFTER EXCAVATING AS PLACEMENT OF
REINFORCING AND ANCHOR BOLTS ALLOWS. LIGHTLY WET FACES OF EXCAVATIONS
BEFORE CASTING CONCRETE. Vl
CONCRETES
1. MINIMUM 28• -DAY CYLINDER STRENGTHS OF CONCRETE SHALL BE AS FOLLOWS: SZ
a. GROUT FOR MASONRY: 21500 PSI (MAXIMUM SLUMP = 8 ")
b. FOUNDATIONS: 39000 PSI (MAXIMUM SLUMP = 4 ")
c. ALL OTHER: 4,000 PSI (MAXIMUM SLUMP = 4 ")
2. ALL DEFORMED REINFORCING SHALL CONFORM TO ASTM A615, (GRADE 60).
3. ALL WELDED WIRE FABRIC SHALL CONFORM TO A C-TM A -185
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4. ALL REINFORCING SHALL BE FABRICATED, STORED, SUPPORTED AND TIED IN
ACCORDANCE WITH SPECIFICATIONS OF THE CONCRETE REINFORCING STEEL
INSTITUTE.
MASONRY:
1. 1. KEEP CORES OF BLOCK RECEIVING REINFORCING CLEAN OF ALL DROPPINGS AND
DEBRIS.
2. ALL MORTAR SHALL BE TYPE "S ".
3. USE COARSE GROUT FOR CMU GROUTING. GROUT SHALL CONFORM TO UNIFORM
BUILDING CODE TABLE 248.
STRUCTURAL STEEL:
1. ALL MATERIAL SHALL CONFORM TO THE FOLLOWING ASTM OR AWS STANDARDS:
a. A36 : ALL ROLLED SHAPES, PLATES AND ROUNDS
b. A500, GRADE "B" : TUBE SHAPES
C. A307 : CARRIAGE BOLTS AND BOLTS AT WOOD CONNECTIONS
d. A325 : ALL STRUCTURAL BOLTS (SIZE = 3/4 )
e. E70XX : WELDING
2. PROVIDE COLUMNS IN ONE PIECE.
3. PROVIDE STANDARD FRAMED CONNECTIONS, FOR THE MAXIMUM OF THE NOTED
SHEAR (OR REACTION) OR 12 KIPS.
4. PUNCH TOP BEAM FLANGES WITH 91160 HOLES ON ALTERNATE GAGE LINES
dD12" O.C. FOR 1/2 0 CARRIAGE BOLTS GRIPPING A CONTINUOUS TOP
NAILER. PUNCH BOTTOM FLANGES OF BEAMS IN PHASE 4 ALSO,
WOOD CONSTRUCTION:
1. ALL DIMENSIONED LUMBER SHALL BE OF, OR EXCEED THE STRUCTURAL'
PROPERTIES OF, #2 KILN -DRIED SOUTHERN PINE, EXCEPT POSTS SHALL BE
OF #1SR SOUTHERN PINE.
2. ALL ROOF TRUSSES SHALL BE DESIGNED, FABRICATED, INSTALLED AND
BRACED IN ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE TRUSS
' PLATE INSTITUTE.
3. "LVL" BEAMS AND WSI SERIES I- JOUSTS SHALL BE AS MANUFACTURED BY
BOISE CASCADE CORPORATION AND WILLAMETTE INDUSTRIES, INC.
RESPECTIVELY,
4. ALL LAMINATED WOOD FOR BEAMS AND TRUSSES SHALL BE DOUGLAS FIR
COMBINATION 24F -V8.
5. SHEAR PLATES SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE
WITH THE STANDARDS OF THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION (AITC).
61 FRAMING HARDWARE NOTED ON THE PLANS IS "SIMPSON STRONG -TIE" [i.e.
( "H3 ")].
7, ALL PLYWOOD FOR WALL, FLOOR AND ROOF SHEATHING SHALL BE "STRUCT
II ". Bd COMMON NAILS SHALL BE USED FOR PLYWOOD PANELS AT THE
FOLLOWING SPACINGS:
a. 6" O.C. : TO END SUPPORTS AND TO ALL EDGE ELEMENTS INCLUDING
WINDOW SILLS AND HEADS
b. 12" O.C. : TO,INTERIOR SUPPORTS
8. ROOF BEAMS AND LINTELS OF MULTIPLE PLIES SHALL BE NAILED ACROSS
EACH CONTACTING FACE AS FOLLOWS:
a. LVL: 2 ROWS OF 16d 'x112" Q.C. (1T,1B, STAGGERED)
b. DIMENSIONED LUMBER:
I. 2/4 -2/6: 1 ROW OF 12d AT MID -DEPTH
1I. 2/8 -2/12: 2 ROWS OF 12d @12" Q.C. (1T,16, STAGGERED)
9. PROVIDE BRACING TO ALL TRUSSES AND NAIL- LAMINATE MULTIPLE MEMBER
GIRDERS IN ACCORDANCE WITH FABRICATORS' INSTRUCTIONS.
10. TRUSS MANUFACTURER SHALL INDICATE CONNECTION HARDWARE AT GIRDER
SUPPORTS OF TRUSSES.
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S2 PLAN NOTES:
1. TOP OF ALL FOOTINGS AT - (2' -8 ") UNLESS NOTED.
2. TOP OF ALL PIERS AT - (0' -8 ")
3. GROUT ALL FOUNDATION BLOCK 'SOLID, AND SET ANCHOR BOLTS.
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4. ALL REINFORCING SHALL BE FABRICATED, STORED, SUPPORTED AND TIED IN
ACCORDANCE WITH SPECIFICATIONS OF THE CONCRETE REINFORCING STEEL
INSTITUTE.
MASONRY:
1. 1. KEEP CORES OF BLOCK RECEIVING REINFORCING CLEAN OF ALL DROPPINGS AND
DEBRIS.
2. ALL MORTAR SHALL BE TYPE "S ".
3. USE COARSE GROUT FOR CMU GROUTING. GROUT SHALL CONFORM TO UNIFORM
BUILDING CODE TABLE 248.
STRUCTURAL STEEL:
1. ALL MATERIAL SHALL CONFORM TO THE FOLLOWING ASTM OR AWS STANDARDS:
a. A36 : ALL ROLLED SHAPES, PLATES AND ROUNDS
b. A500, GRADE "B" : TUBE SHAPES
C. A307 : CARRIAGE BOLTS AND BOLTS AT WOOD CONNECTIONS
d. A325 : ALL STRUCTURAL BOLTS (SIZE = 3/4 )
e. E70XX : WELDING
2. PROVIDE COLUMNS IN ONE PIECE.
3. PROVIDE STANDARD FRAMED CONNECTIONS, FOR THE MAXIMUM OF THE NOTED
SHEAR (OR REACTION) OR 12 KIPS.
4. PUNCH TOP BEAM FLANGES WITH 91160 HOLES ON ALTERNATE GAGE LINES
dD12" O.C. FOR 1/2 0 CARRIAGE BOLTS GRIPPING A CONTINUOUS TOP
NAILER. PUNCH BOTTOM FLANGES OF BEAMS IN PHASE 4 ALSO,
WOOD CONSTRUCTION:
1. ALL DIMENSIONED LUMBER SHALL BE OF, OR EXCEED THE STRUCTURAL'
PROPERTIES OF, #2 KILN -DRIED SOUTHERN PINE, EXCEPT POSTS SHALL BE
OF #1SR SOUTHERN PINE.
2. ALL ROOF TRUSSES SHALL BE DESIGNED, FABRICATED, INSTALLED AND
BRACED IN ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE TRUSS
' PLATE INSTITUTE.
3. "LVL" BEAMS AND WSI SERIES I- JOUSTS SHALL BE AS MANUFACTURED BY
BOISE CASCADE CORPORATION AND WILLAMETTE INDUSTRIES, INC.
RESPECTIVELY,
4. ALL LAMINATED WOOD FOR BEAMS AND TRUSSES SHALL BE DOUGLAS FIR
COMBINATION 24F -V8.
5. SHEAR PLATES SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE
WITH THE STANDARDS OF THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION (AITC).
61 FRAMING HARDWARE NOTED ON THE PLANS IS "SIMPSON STRONG -TIE" [i.e.
( "H3 ")].
7, ALL PLYWOOD FOR WALL, FLOOR AND ROOF SHEATHING SHALL BE "STRUCT
II ". Bd COMMON NAILS SHALL BE USED FOR PLYWOOD PANELS AT THE
FOLLOWING SPACINGS:
a. 6" O.C. : TO END SUPPORTS AND TO ALL EDGE ELEMENTS INCLUDING
WINDOW SILLS AND HEADS
b. 12" O.C. : TO,INTERIOR SUPPORTS
8. ROOF BEAMS AND LINTELS OF MULTIPLE PLIES SHALL BE NAILED ACROSS
EACH CONTACTING FACE AS FOLLOWS:
a. LVL: 2 ROWS OF 16d 'x112" Q.C. (1T,1B, STAGGERED)
b. DIMENSIONED LUMBER:
I. 2/4 -2/6: 1 ROW OF 12d AT MID -DEPTH
1I. 2/8 -2/12: 2 ROWS OF 12d @12" Q.C. (1T,16, STAGGERED)
9. PROVIDE BRACING TO ALL TRUSSES AND NAIL- LAMINATE MULTIPLE MEMBER
GIRDERS IN ACCORDANCE WITH FABRICATORS' INSTRUCTIONS.
10. TRUSS MANUFACTURER SHALL INDICATE CONNECTION HARDWARE AT GIRDER
SUPPORTS OF TRUSSES.
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S2 PLAN NOTES:
1. TOP OF ALL FOOTINGS AT - (2' -8 ") UNLESS NOTED.
2. TOP OF ALL PIERS AT - (0' -8 ")
3. GROUT ALL FOUNDATION BLOCK 'SOLID, AND SET ANCHOR BOLTS.
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