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LA ORATORY
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MAy": SAMUEL NAGUEWOOD CONSULTANTS: ,r '�-
CITY MANAGER: DAVID T.FIADSTROit MAKERS-Architecture ar.d Urban Design
CITY COUNCIL: HAROLD BUCK ABAM Engineers Im, Structural Engineerings,
CAROLE BOARDMAN Q ~;
DOMOT14Y DUNCAN HARGIS Enginaers- Mechanical mtd Electrical tea. r
JOHN HORDYK EngYwwMtg y' S � ."-p::Br � C� -•Z�- � E
ROBERT POLHAMUS
WERNER OUAST
DIRECTOR OF PUBLIC WORKS: n
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JACK M. PT'TIS 1 ;yam a,r \ .`��'•GC.�G
CITY ENGINEER: ANDREW J. MISE
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PROJECT MANAGER: DAVID T. FLODSTROM _
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�'� �-� - \3• `R. These notes contain general information and are .wi complete 2. PLYWOOD I. SITE PLAN AND VICINITY MAP
'••I � for construction purposes. The Contractor shall verify information 2. FLOOR PLAN
given herein with the specifications and other drawings,antl shell a. Materials, manufacturers and quality control shell he In 3. DETAILS AND BUILDING SECTION
bring any conflict to the Architects attention before conflict.
In conformance with U.S. Dept. S Cuamercs u. ELEVATIONS AND DETAILS
affected work. The Architect will resolve any such conflkt. In "Voluntary Product Standard PS 1-n Construction :rd Industrial
general, the job specifipalon takes presetlence over these notes, Plywood." ALI panels shall be identified with the mar, of a SI FOUNDATION PLAN
/ 1 1 except that in structural matters, the structural rotes govern. olal{fied agency indicating conformance with this standard. SI FRAMING PLAN
1 t,-.r. m b. All exterior plywood shall be Credo C-D, with exterior glue, S3 STRUCTURAL DETAILS 7
unless noted otherwise. (For roof sheathing only)
BODES c. See structural drawings for nailing requirements. Ml HEATING AND VENTALATING - -
d. Cooridinate the irstallation of plywood sheathing so that roofing M2 PLUMBING rf
' _ r 1. The governing building code is the "Uniform Building Code", follows imewdiatly to minimize exposure to weather.
1979 Editlen(Ed-79). E1 ELECTRICAL AND LIGHTING `
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2. All construction shell also meet the minimum requirements or the [ -
American Concrete Institute's "Building Code Requirements for L
Reinforced Conc:ate",1977 Edillon(AC 1-31877) and the American t
fWWoC "Z&zcmr -r-wa Awk4w,2a x ( -PAY.L: OIC, Institute of Steel Construction "Manual of Steel Construction,"
re 7th Edition(AISC.).
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SPECIFICATIONS _
. !_ ✓ � ❑ .T_-_ _✓�_- All work and services shall be performed in ucorG7nca with the
,., plans.Special Provisions and"Standard Specifications for Public �z W
�5�� / C Works Construction".1977 Eduan NC7)
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A� snG_M56 rl�i. � The pro 1- •'si- <F��1-CF
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C ?� project is located wholh within Ree Zone III \\
cl r E..fr Jt'IIaTACFFJut' ZA"r
_ 4 TYPE OF USE ZONE
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,rM TProject is located wholly within 2Sne CBD(Centnl
Business District).
LUMBER AND PLYWOOD • l
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'rG�r, eao/n+aG'"Q'O� S7rz.ePie6 Framing lumber (fee milers, blocking, etc.) shall W graded according \ _
to the West Coast Lumbermans Associated "Standard Grading and
Dressing Rules No. IS with addendum to date. Nominal member sizes )a,
are given on plans ; e.g.. 2xa, 2x6, etc.
a. Commerclel gmde lumber shall be furnished according to the
following sizes and species: F_CFaic Gf M(JVr G '),VGI!SNT
Meetber :;pedes Cows UA Gmde iPL Pt3Er`.CL _,P4Z 47Z wi!/R �' ' cr M WAswvrp8m
Cross Section :.
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•� 2:4 Douglas Fir No. 1 or Bette. \._,�., . . ._...
Cast Region _ (:-3.00D
Larger Then
7x4 Douglas Fir No. 1 or Better
Cast Region ;1NSTW_L h,E:V,, "WeW
b. Maximum Moislum Cont rat=181, Dry ,rwIE4Z wD,CATEU 2v -nAQ1N41 01- atm. }
c. See Specs for lumber to be preserv{tive treated I.1ALw AtaTAm1.11"eke- .Ci ra•+15_1<- .- vOl1•! .(�Y y,p�
d. Washers shell be provided under all boll heads and nuts bearing AT LAF-,- SwPE Naw
on wood. ,�'y.i:. i'A'+CMWJN'" A M,N. ,%" ^VvAY
e. Unless otherwise noted, all mils specified shell be common aim �u���i -0 .NSJRX_ wOsIT1r1: -_NZk r.AOP -
G T GI I nails. Canadlan or U.S. manufacturers anly. ./myLtay ti•. 15, 1 V N(1 Asad Pstvlr-Icj PLEVA. b%IiS
� \\-\ f. Minimum nailing of light fraMng shall us as specified In the UBC
1973 Table 29P. Heavier nail ng noted on Plans.
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