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STht ]AT RAL NOTES
CODE
All aletbeds and materials shall conform to the Uniform Building Code, :916
Edition. � ' ✓�. �� l T 1 r4''41M°. \ �� i
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1. All dimensions 4nd details shall be verified b; the Contractor prior toI�OI/'1 �/�"
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fabrication and/or construction. - 51/6 x 16%'j G` 5Y x lG'/s C3� 51/OK
Z. ' All ,shop 4rowings fer reinfo-cing steel, structural steel, ard'miscel- gw'G/� `�"' �� — — — — — — — — —
lamuous steel shall Le submitted to and reviewed by the Engineer prior
to fabrication. 46 V ----- -- -
-.53
DESIGN
Live Lad: -25 psf ,
Root
Fomridation. �OI
Allowable Soil Mi-iny -20D0 psf (assured)
Soil Pressure i.•+ ' ) -35 pcf (assumed) tis
Mind U.B.C. nap Zone 30 - -
Seismic U.B.C. Zone 3 Ig1•gm Qr•10 N
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STRUCTURAL CONCEpI p R 1 ,( p
1. vertical Leado: The roof bears on glued laminated beams, supported by All concrete. shall develop 3000 psi minimum compressive strength �TI+.UCIURIIL_!11%LP, `. Wallsitar Malls: (DO 3%A`^ •, 1
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steel colwmsl. Columns ttrm4❑ate 4n spread footings bearing on soil. in 2i', days. Yater-cement ratio (by weight) not to exceed 0.55. Walls 'ndicated on the root plan as shear walls, shall hese nato�
2. Horizontal LaYds: ?he building is designed as a box system with plywood y 1. All timber shall be Pacific Coast Douglas Hr, Grade No. 2 or better sheathing or one face. See Architectural drawings for designation of ,I/-2 : l._Da
Minimum cement content - 5 socks,tubic yard of concrete. Ma■imus a„d ;hall conform to the latest specifications of the Pest Cast Lumber wall face with plywood sheathing. 7
spar malls. aggregate - I'm inches for /stings, 3/4 Inch for all others. Inspection Bureau (WCL!S).
Slump 4 inches maxsrW. ; Plywood in wall sheathing shall be 1/2-inch unsupported
_ed reser grade.
KiwFu CONCREJ (c) Al l e. sed corners shall be chamfered 3/4 inch. 1. stial!.xn nailing elf light framing, unless o. 25Pise noted or the drawings. shall plywood direct to framing. Block all unsupported edges• . walling
po shoe! be as specified +.^ 1976 UBC Table No. 25P, shat) two as follows:
1. All methods and materials shal' conform to the recommended practices 3• Glued laminated limber:
for concrete Work as given in the ACI "Building Code Regcirements for STRUCTURAL ATiD MISCtLI.ANEOU:, STEEL.
(at Glued laminated timber shall conform to the latest specifications IOd at 6 inches o.c. at All panel edges
Reinforced r-ofcrete,” - ACI.81d �I' SG1 1. All structural steel shapes and late$ shall conform to ASTM A36. of the American institute of Tilber Construction (AiTC). 1Od at 12 inches o.c. at All other supports
2. , Reinforcing Steel: Pi shall conform to ASTM A53,pGrede 8. (b) Timertr shall be Douglas Fir-Larch: Combination 24F.
(a) Retnfowing steel shall be deforms' new billet steel ban Conforming Pei (c) Appearance grade, finish and painting shall be as specified.
ReASTM Ails Grade 6C. 2. All bolts and nuts shall conform to ASTM A307, unless Specifically
I to noted otherwise on the draw`ngs. Pl�VY00D D!APNRAIiMi porr-
(b) Details of n•irforcmasnt including pending, placing, sDilcing and µaZ$ko.4
minimum 6mosmident, shall be per ACI 318-77, except as specifically 3. All structural steel and fabricaticn and erection thereof, dull conform
'} - noted on the drawings, to the latest specifications o• the American Institute of Steel Construe- 1 Roof Dia hra
tion (AISC). V �° t,.,.y,d- a ic_d e.terio� place t+anels
e) Minimum concrete cows over Deers shall be a inches for concrete 4 All welds shall conform to the latest specification of the American roof sheathing shall be lit-Inch P ,-'
poured dmj Soil er weather,
gro-ind and 1S inches for formed concrete Welding y as indicated on the roof plan. Block a.l unsupported panel edges.
exposed �a sol! er weather, ;;mess otherwise noted or the erwings. All structural steel, Structural
Welding
nexus steel and hardware used lalling shall be as follows:
(d) All focong and wall cxoe-s sha'1 be reinforced
with corner bars in timber construction, shall be Minted as specified.
of Same size and spacing as horizontal steel running to the corner. TOO at 6 inches o.c. at DiaP^rag^' boundaries
• etat All ^,nel edges Dian
(a) eterials. Cement %hall conform to ASTM 0150. Type 1/11. Coarse at AT ci ear walls icdicatod on roof
3. Concre:
and fine aggregate shall conform to ASTM Admixtures,xtures, if at A1' blocking ever g'ued laminated beams
used, must he approved Dy the Engineer. 10d at 12 inches 0.c. at All other supports.
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