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GES IEF=A l_ NTFRIOR
1 , These notes .ar - general in nature! and are intended to set minimum standards Areas will be constructed as follows:
for constrt.ction. The drawings shall govern over the general notes to the extent 1. Faire cxtingui,,her!. meet NFTPA Pamphlet No. 10.
shown. 2. Interior p.,rlition.s const. as per L)BC* sec. 2518 6(f).
2. The contractor shall verity all dimensions and conditions on different drawings interior partitions fire blocking imstaliod as per UBCO
and in field ,and notify the de.;ign agency of any discrepancies before proceeding. 7(f+ 2.
:�. Inspection and/or jot -.upc,-vision i,, not provided by this design agency unless 4. Draft stops instated as per UE31' sec. 2517 7(e).
specifically provided by o!her contract, 5, Interior finish n•,eets lJF3i:' r,ec. 4C'03 3 and 4201 table 42-F3.
4. ''ontractor to pro i.i. all nr_ee•9sary temporary support for walls and floors 5. Exit doors fresh rn ed and operate 4s per UBC' sec.table
33C (c+. MW
{prior to completion or verticRl and latrrai ay;tems' 7. Corridor doom: installed .as per UB(:' sec. 3304 (h). W
H. Corridor; protected as per UBC* sec. 3304 (g).
FOl NDATION5
'D, sign Sotl Pressure 1500 F'SF"i 0, Electrical installed as per NF-PA manual No. 70-1975.
1 . All footing` to be.- on firm undisturbed sotl. 10, Me.chanicai installed as pr;r 197:3 t'niform Mechanical r 'odv.
Nitii�y df.-sign agency for inspection and approval of sub-grade
foil conditions {prior to pouring footings . Cn
2. Do not excavate _loser than a 1 c:1 slope below footings.
*Uniform Building Code,1973 Editiorlias corrected and adopted
by the Stato of Oregon, Z O
(`ONC'RE'TE LUX
ri . All concrete shat; develoi7 a min, 28-day cor,,pressive cylinder strength V!M
of 2500 PSI. STEEL FRAMING "",Ci
2. Place and cur, all concrete per ACi 318-71, latest edition standard., 1 , � I steel studs shall be 18 gfiuge x 3'. inch wide galvanized V',
Minimum cement content ro be 4 sucks/yd, (except slah," on grade to he 5 ss,'ack �>
vd,) Max.. slump 4". steel studs. Screws attach to metal runner tracks.
FINISF IES
CONCRETE BLOCK 1 , Pro•,i(le• 5/8 inch, ASTM C-26, Type, "X" gypsum wallboard;
1 . Block hollow unitWater resistant type +r, toilet rooms. Attach to framing by self-
No. ti00 SP Rockface concrete masonry units, ASi'M C90-70 expanded shale units Uy Empire F3uilding Material Company, or :.{pproved' tapping screws Of :v{)e and spacing recanmendu3d by manufacturer's
aggregate. Linear shrinkage riot to exceed 0.03E;, moisture consent to not exceed 1-hour fire-rated construction. Include all accessories recotred
'30% of total absorption, for a complete system.2. Painting: i V T_
2. Mortar - Type S/per latest I IRC . 1 part cement, %, max. parts of hydrated a, Welts & GWS ce:iltngs; �
lime and 3 max. parts sand. 11 1 coat latex primer,
s, r
3. Bond beam - W/2 #5 bars horizontaully at 4 -O o.c. and top of walls. 1 coat latex (flat(0flnisw. l
4. Walls - 1 - #fa bars vert. 4'-O" o.c. and all cornrrs, and 2 #5 bars in
bond beam @ 4'-0" o.c. and at top of all walls, typical. t:, Trim; T ,
5. Grout full tall cells with embedded items. 1 coat stair,.
6. Dampproof with heavy bodied non-fibrated bituminous dampproofing all 2 coats cataly.:ed lacquer (gloss as a.; ;°acted).
concrete block walls below grade, 7') to 100 SF per gallon first coat, 125 SF t'. Metal doors rfaces and edges) and 'her metat.s except heiw,
per gallon second coat„ 2 r coats exterior- alkyd resin oil-moJITied finish paint, ser7,i- Q
gloss, � i)
7. All grout for grouted void..'i shall comply with all provisions for 3000 V3SI dWood doors (faces & r dger�): �) 1Y
concrete with a maximum aggregate siz@ of':" ,, 1 sealer/stain coat. \ \\� -,
REI NFORCINi. ST EEI_
3 coats catalyzed lacquer (gloss as selected). > > t \- 1
3. Suspc•nc y ceiling system to be cold-rolled steel, T-bar type,
` . All reinforcing steel to be A-615 grade 40. Welded wire mesh to be n-185. ++lectro-gal ra cei and factor � 1
Place alt reinforcing per AC'l codes and standards. y painted. Include all main runner.
3. I_ap All continuous bars 30 diameters minimum. '
and cross runners, wall molding, hold down clips, and all other
4. Double: bars in walls around openings. Provide corner bars 2'-0" x 2'--0" accessories required for a complete system. Acoustical panels
to r.iatch horizontal reinforcing at all corners, and wall intersections. Provide to be 24 inch x 48 inch x 5/8 inch square- edge lay-in the similar
to Armstrong Cork Company's "Travertone: Fissured Design" tile.
dowels for footing to match vertical wall reinforcing, !i
Install 2 #5 bars continuous in all footings.
i
WOOD
1 . All lumher species and grades to be as follows.
a, ..joists, seams and stringers - Douglas F-it No. 2 1
8" nom. beams and stringers - Douglas Fir No. 1
b. Bucks, blockings, bridges and r-nisc. - Douglas I it or Hem. F it No. 3
c. Studs - Douglas Fir "Studs"
d. Sills, sleepers, states & nailing blocks, embedded in concrete - Pressure
Treated Douglas Fir
e. Glu-lanitnated beams - f2400 Industrial Grade
2. All joist or beams framing Into (not bearing on) beaus, headers or girders
shall be supported with "I"' type "Simpson" or equal joist or beam hangers. All i.
post beam and post footing co+inections to be made with "Simpson" post cap and eX-_1_L ` .,Ia �i•F.Gr Dlb�imt•1 Rl!?'b
post base. tx�4-_- &Y C;n4-, iAGrC0L
3. Block solid between joist and rafters at bearing walls, crossbridge at 8'-0" .�
max. o.c.
4. All glued laminated members shall be notched, shaped nrid finished in
accordance with plans. Fabricator shall coordinate connection details with
manufacturer or fabricated connector=..
STRUCTURAL. STEEL
1 . All steel shall be ASTM A-36 detailed, fabricated and erected in accordance
r r
with RISC Manual, Seventh Edition.
STRUCTI!RAL. PLYWOOD SHEATHING
I:.
1 . All structural sheathing shall he dougla� Fir plywood of Structural Ii C-C' W
Exterior or Standard Sheathing, manufa:�ured in accordance with United States
Commercial Standards; F'Si-74. i
2. Structural plywood -:h,,,lthtng shall be installed as required on nailing schedule, Q Qi O
i
on plans And details, and in specifications.
F+OO RS ,
i . All doors shall be as shown on drawings unless otherwise noted. Wood doors
6hall conform to NWMA "industry Std. for Flush Boors" No. I.S. 1-73. Hollow
metal door_; and frames shall conform to "Technical Data Serte SDI 100" of
the Steel Door institute.
'uesign L-o�adq:
,
Roof Live Load - "`5 PSF
Roof Dead Load - 15 PSF
Seismic Load - 1JF3C 1973 Zone 11
Wind Load - L43C 1973 25 PSF Basic Zone
MECHANICAL
1. By separate permit; not in contract; coordinate with mechanical centractur.
INSULATION
1 . Stud walls: 3';." H-11 foil-back fi,)erglas.
3. Ceilings: 6" R-19 foil-back fiberglas.
('UDES AND STANDARDS
1 . All work shill be in strict compliance with the following codes (latest editions):
a. Stot(• Pard Local Code-, (Verify with Local Building Official)
h, I intforrn Huilding (-u-J
c. nCi, AIS(-;, and NDS C'oJc
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