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Nazarian Engineering
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SPECIFICATIONS AN6 GENERAL NOTES
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1. All work and materials shall be in accordance� w .th the requirements of eA.-I
y unless noted otherwise (U.N.O.).
2. Details not shown shall be similar to those shown for respective materials and
conditions.
3. The. allowable soil bearing pressure for dead plus live loads shall not exceedltw psf
and/3;vpsf for gravity. combined with earthquake loads.
4. All foundations, shall be embedded a minimum of /Z inches for one story and /S
inches for two story buildings, below the lowest adjacent finished approved grade.
5. All structural concrete used for footings shall have a minimum 28 day strength, fc'
of 2000 psi. The maximum size,of aggregate used for concrete shall be 11 inches.
Maximum water per sack of cement shall be 71 gallons, and minimum cement per
cubic yard of "concrete shall be 6.0 sacks.
6. The reinforcing for concrete shall conform to ASTM A-615 grade 40 requirements.
7. All anchor bolts shall be ASTM A-307 steel.
8. All bolts used for timber connectors shall be galvanized ASTM A-307 or machine
bolts.
9. All timber connectors shall be galvanized "Simpson" connectors or equal.
10. All nails shall be common wire nails. The minimum nailing schedule shall be as
specified in Table No. 25R, UBC, 4.086 Edition.
ll.- All timber used sha 1 be Dou las Fir -Larch and sh 1 comply to the following grades:
C/rl�CyS A/a/� 0Plrl�l�'-2 4/J/��lwi
Rafters and joists. No. 2 (/
Beams, Posts, Headers: No. 1
Studs: Stv4 gide loi�sfrr�� f�oi� 4�- e
12. All plywood shall be minimum of structural JK -C-D, exterior grade. d
3,1001
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