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minimum* 6plices shall not be made at points of maximum stress.
5. All reinforcing bars shall be accurateley and securely placed
before pouring concrete.
E. WOOD
1. All structural lumber shall be Douglas Fir, Coast Region.
Horizontal framing members shall be as follows
a. 2 inch nominal and smaller .... Grade No. 2
b. Larger than 2 inch nominal a-,* Grade No. I
2. All structural plywood sheathing shall be Douglas Fir as follows:
a. Face grain parallel to supports Structural I PS -
b! Face grain perpendicular to supports•!C®D interior standard
with ext. glue
All panels shall bear legible DFPA grade marks,
3. All sheathing shall be approved by the building inspector before
covering*
4. All nailing shall conform to the UBC and as shown on the plans.
5. Unless otherwise noted all wood ledgers in contact with concrete
shall be bolted to concrete with 5/8 inch bolts at 31-41, o.c. beginning
12 inches from eanh n"A TIA1 +v-_ shall
a A mum Venc �n
concrete unless otherwise noted!
All bolt heads and nuts which bear against the face of wood
members shall be provided with metal washers as follows
1/2 inch bolt 13/8 inch diameter washer
5/8 13/4
it #f
3/4 2ff ft f8
7/8 Rt R4 R4
21/4
7. Beams laminated of several Joists shall be spiked with 16d nails
I
at 12 Inches oc, staggered. 4 _j
F. CONCRETE TILT -UP PANELS
1. Reinforcing steel in wall panels is minimum for completed
structure. Erection stresses are not calculated and additional steel
may be required for erection.
2. Concrete contractor is responsible for proper design and location
of lift points for erection.
3. Provide adequate bracing of panels until plywood roof deck is
nailed,
4. Structural field weldiong requires special ins pection. tL
5. Chamfer all outside and exposed edges of panels. Do not chamfer
inside edges of playing walls in courts or future courts,
6, Dry pack continuous under all panels to solid bearing on foundations
of 'Inch.
z
G. MISCELLANEOUS IRON AND STEEL
1. All miscellaneous steel shall -conform to ASTM A-3
2. Steel pipe columns shall be ASTM A-53 Type E or S Grade B.
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concrete unless otherwise noted!
All bolt heads and nuts which bear against the face of wood
members shall be provided with metal washers as follows
1/2 inch bolt 13/8 inch diameter washer
5/8 13/4
it #f
3/4 2ff ft f8
7/8 Rt R4 R4
21/4
7. Beams laminated of several Joists shall be spiked with 16d nails
I
at 12 Inches oc, staggered. 4 _j
F. CONCRETE TILT -UP PANELS
1. Reinforcing steel in wall panels is minimum for completed
structure. Erection stresses are not calculated and additional steel
may be required for erection.
2. Concrete contractor is responsible for proper design and location
of lift points for erection.
3. Provide adequate bracing of panels until plywood roof deck is
nailed,
4. Structural field weldiong requires special ins pection. tL
5. Chamfer all outside and exposed edges of panels. Do not chamfer
inside edges of playing walls in courts or future courts,
6, Dry pack continuous under all panels to solid bearing on foundations
of 'Inch.
z
G. MISCELLANEOUS IRON AND STEEL
1. All miscellaneous steel shall -conform to ASTM A-3
2. Steel pipe columns shall be ASTM A-53 Type E or S Grade B.
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DATE
DRAWING NUMBER
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a A mum Venc �n
concrete unless otherwise noted!
All bolt heads and nuts which bear against the face of wood
members shall be provided with metal washers as follows
1/2 inch bolt 13/8 inch diameter washer
5/8 13/4
it #f
3/4 2ff ft f8
7/8 Rt R4 R4
21/4
7. Beams laminated of several Joists shall be spiked with 16d nails
I
at 12 Inches oc, staggered. 4 _j
F. CONCRETE TILT -UP PANELS
1. Reinforcing steel in wall panels is minimum for completed
structure. Erection stresses are not calculated and additional steel
may be required for erection.
2. Concrete contractor is responsible for proper design and location
of lift points for erection.
3. Provide adequate bracing of panels until plywood roof deck is
nailed,
4. Structural field weldiong requires special ins pection. tL
5. Chamfer all outside and exposed edges of panels. Do not chamfer
inside edges of playing walls in courts or future courts,
6, Dry pack continuous under all panels to solid bearing on foundations
of 'Inch.
z
G. MISCELLANEOUS IRON AND STEEL
1. All miscellaneous steel shall -conform to ASTM A-3
2. Steel pipe columns shall be ASTM A-53 Type E or S Grade B.
Ji
JA®
1 '7
DATE
DRAWING NUMBER