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X-BRAGS OCT. �� .n4•zr.o� GENERAL STRUCTURAL NOTES CONCRETE shall attain a 28 day strength of f' c • 2.500 PSI and shall avF a Minimum cement content of 5 sacks per cubic yard: All concrete exposed to weather shall be'air entrained to 4% x If. X WT '0 to f7"{- f,x�t� -1. REINFORCING STEEL shall conform to ASTN specification A615-72, grade Mi except cars to be warded, a3 bars and smaller and any bars to be bent in the field shall be grade 40. Provide corner bars at all cast in place wall and footing intersections, lop 30 diameters or 1'-6' minimum and match horizontal steel sppaacing. All hooks and Dendl of reinforcing bars shall conform t0,AC1 318-I1 unless shown otherwise on plans. (cover) of reinforcing steel shall be as follows: M.M.00t ngs and other unformed surfaces, earth face . . 3" Forted surfaces in direct contact with earth . . . .. . . 2" Surfaces Axposad to weather .. ... .. . • ... 1-1/2" WA6NMeb( ('4 I6—T) I �+"ID• fW- O GC S'.+ s/O: P Orm- I-- &Y•P x-OFL-") TMK�w� iA dND Rrr W/wr74ab *K^FIW )'-506 %%4&14 fill UMCT TO woap rOU-OwVp PY oli6C. wn.6N 81ae + NviS. DESIGN CRITERIA - 1976 Uniform Building Code. Zxfe(3w. I ••�3' GONG' YOrr'(q fi wo —1� Roof LL 25 PSF Floor LL (,foists only) 100 PSF including. partitions Floor LL (beams; cols, A footings 50 PSF O.L. for partition Stair and lobby area LL IN PSF Wind 20 PSF Earthquake Zone 3, k - 1.0 Eqquuivalent fluid pressure 35 PCF Ailowable•soil bearing 2500 PSF • Assumed • to be verified in field. S�brai% Gew7f;rM�ron /31 S9.15 E.ry.'n etr VU STEEL Including plates, angles. and miscellaneous shapes con own ASIA A-36, Fy - 36 RSi. Steel pipe shall conform to ASTM A-5342A. Bolts used in steel connections shall conform to ASTN AM? unless indicated otherwise. FRARING I.MBER shall be graded and marked in conformance with wCLB s a yra ng and dressing rules for west coast lumber No. 16, latest edition. Furnish to the following minimm standards: Roof and 1st floor Joists - IMe-Fir No. 2., )200 fb 2n4 floor Joists - D.F. Larch, No. I_ 1500 fb Studs and plates. - Construction grade 825 fb �GLUED LANTNATEO NEX8ER5 hall be fabricated in conformance MN - d and 25-1). A certificate of inspection shall be submitted to. the architect for all members. All beast hall1 be Douglas Fir combination 22F Fb,- 2,200 PSI. All columns shall be Douglas Fir trig shall be Douglas Fir combination symbol (4) Fb - 2.400 PSI. Manu- facturer shall submit complete shop drawings prior to fabrication. PLY ROOF .floor and wall sheathing shall be grade COX or structural thickness shall be as shown on plans. Unless sham otherwise,'natl all plywood to supporting members as follows: 8d 0 4. O.C. et sheet edges..8d 9 12" O.C. at interior bearing points. Pwouaw4 Tb eM¢+�Twirx: Ir feewD _ 5'10 X 27 4A.0. F" Ywb 41IM _ „i 04' o.c ttfn6udG -- ax4 toi.'.Ts �-f tiD -&V9 3URP m r�N�wm11 510m nrf�., or Gw,p• --�I-ice r.6 b?A•O) ynM W/p.YwD PAN 4.•.6 'per Mom• ��. DDDYYY 4s/�' Q.G16. QrlalJ. �� h Itir a►.• 'SIC �."bx G✓ tALS C➢i o.c• .GA?pSp('.'•�i�ewsw -siva (ass' Pi (•e T n G'•.l4. X 91%L rwD. sole Po c "Cear- �X4 Pu7t 1HEo'2 WAIL O 23 r-L. SNCoW WALL a?-2tR FL . aq-,rY-o' - 2f4m J 1' -6. F3 i CLj a G o $ �.G4mK[D MIN 1Np 4x'i•• 64r1raam H62-J -��— C SNE`AIZ WAi-1_ a 4 JE�2 If 4,4 o iF :S"Fb&4 An-7 Z f'i•G'S MOP V a n� r=� I� trip cva" wow) 4x4 5 Ism FL 6-,r (; .. WAIT) C.A.S. 2Ji'feb wyWL7. IOJ L/%J(a'/tG� .2a•12 lgJ0 GtCa:�c�w3 ��- /a' It t Y n x H i J M R FrpMEp •I•I'NvvkU-UAi-� h%2779. i.ITy. OF' EOMONDS : 01 nr nee. rm n ,....... Nik, mg. C. Wt E1.0 i OR, •�ya,��,•R��;T'/•.-'1�,��,�,•T• y�• `-',.!"t` ' `Y sue% �2 ..=1 ,�, 4r. 4. 11V ". 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