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?r CONS(IL-1 INK, ENMNURG
ildhp Code. 1976 3j� / w� / •• •
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Contractor prior to \ ` � 31V. ✓ �/ aej° �
steel. arMrpiscol- i • 5/C,. QVQ 3r. —— — 5'/6 N G 2 G= — — — — — - — — — — — — — — drip G'�
the [iia er Mor
r'110AECT TITLE
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GMC PIER
. . Mr�RIN>: dSCiE.f�Ct
f (disc W) ' i 9 LAbORAToKy
(assumdl
ipa 30 s3
3nrre 3 ;qr•q. 2�.•(Ow M �`',01, 1224-t0"
M*ET TME
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• support by (b) All concrete. shall develop 3000 psi n'ninun --oppressive strength +RUCMAL TIMER �� S.lear Malls: `� R0Or r1�1�Mls�l/
bearin/ on sail. in 213 days. alter-cament ratio (by weight) not to exceed 0-55. lolls 'ndicated cn the roof alar, az shear calls. shall nave plywood I\�0 . `,�y.V\ s ,�{—� l— x..l+►• �
sylum with 01111Md Miniaum talent content - 5 saeks;cubiC yard of concrete. Maxiaxan 1. all timber shall be Pacific Coos. Douglas Fir, Grade lb. 2 or better sheath•ng on one face. See Architectural drawings for des49nation o1
aqq ragato - 1', inches for footings. 3/a loth for all Others. and shall conforin t. the latest specifications of the West Coast L.ioer wall face with Plywood sheathing. 9 /2
Sleep d inCAef paximlp, Inspection Bureau (WCL!D). , l A' " niter r
(t) All tapped corners shall be chaefere0 3/a inch. I. Mi nib
nailing of light framing. unless otherwise noted er the drw•ngs. flywnod in wall sheathing shall be 1/2-Inch thick, r. r t� grade.
shat! be is specified in 1976 UBC Table No. 25P. Apply Plywood direct to franing. Block all unsupported edges. Nailing
practicesf. Glued laminated limber: shall be a; follows:
lilaralrlmots for STRUCTUMAL R11D MISCCL + STEEl
(a) Glued laminated tilwer shall cmlforp to the latest speciflutiuns
3. All struewral steal shapes aha plates shall conform to ASTM A36. of the American Institute of lumber Construction (RITC). 30d at 6 inches o.c. at All panel edges
Pipes shall conform to ASTM A53. Grade B. (b) Timber shall be Douglas Fir-Larch: ClimbinaNOn 24F. 100 at 12 inches o.�. at All other supports
Sall• YM aefemming 2. All bolts and nits shall conform to ASTM A307, unless specifically (c) Appearance grade, finish and painting shall be as specified.
noted otherwise on the drawings. PLYWOOD D -_
ly° pwl ad !APNaAf�S
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e y yaci ally 3. All he latest still and onsHrathe med erection thereof, shall conform e,akll' 4"pa
to the latest specifications o the American Institute of steel construe 1. Roof Diaphragm: Z ►a "I naslwar. MALLICIL
IO/ osKroto Alan welding
1 e r rloc. place panels
fvwad cvwow a, All Ing Sot shall(AWS)
Sia to the latest splCiffUtlM of the American Goof sheathing shall be 1/2-inch p ywoj -
Wllding Society (AWS) Strxtwal WelOtli9 Cede. as indicted an the roof D!an. Block"a l unsupported panel edges. ��~
M too dralrings. y, tell struewrel stool" except for �fsu.9 Code. steel and hardware used Na•.ling shall be as follows:
aAtll arm are in timber censtrwetloe, shall be painted as specified.
M to the career IOd at 6 inches o.c. at Ulapnragm boundaries
* at All -nel edges FUND �
Ilii, cow" at All O ear walls indicated on roof pian
e{yip, 1i at Al u'ockIng ever .,;'ued laminated Deans
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Ibd at 1. 'nche% o.c. at All other supports. tMs11
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