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GE1iE_RAL_NOTES: • 4•PnaoM 4 )t PnkiNO 40 fiL.M c 4'Gamow- 3$IIL 1144,1.410 • . ,1f X iIi t T • - The following notes apply except where shown otherwise. i Douasi 2 u.&• 1 III erflo' a 'ire«, et.* G fa sem hl?M ' of ���� ., aM!YMP4 +SHIPr 31p,n CODE: The Uniform Building Code for the Pacific Cpa,t. 11 1 -----,k- i . :• ►� rbc s + T__ _ - = _ _ --e — — --{-- - - DESIGN SOIL PRESSURE: • 0 3 .1 ,,,,,,,c,„ • + 1• 1 ��IS%), 4,000 psf max. dead • live load. z y t _ _ Footing :o extend to firm undisturbed soil. al (I) Al r.O 1. ad x --- __.- __ �' Golews. Back 111 per specifications. `Y .- N.ie` Si 11 4 =_;:�H /-,A1-1 --�` Provide 2 - 05 min. Continuous bottom all walls or footings. a • yas rA fid I _ ? « „ 4 v of 1 I /s • S 1.-a t •� _,,,,____,AD. DESIGN IIVE LOADS: 7 (hi het" I •I • r f loofas 10 psf ,•y wr,•- Pal 0 ro� 1116 * i C Jr. P q ` x. Wind - 20 psf �� " *— r_,. NCS / : fSx'f lN4l C L.ItJ� ►C�f.15 Tr F:1''. T Stairs • 100 psf a I 2f f,!I1�'I ¢a♦cow f 1 —� 3+9 ,,0 .3°i• r'i,J�jO fiNA1JG/ D1< fNDfa+r Corridors - 60 psf W M y 0:7., �•-�- . •#4 i•1v '-'-� ,+c4CK- � u�l pKA��►JG) .joi,.g e���c' -t-- � -ice- -f!� ._—._ • �. 2'.� e 0 _ j, • Q4• • ♦ 3•- f-��- -4` _.4.____1'..s._ .t RKINF 1` ORCED CONCRETE: 4 1 1 O (IT Cc • 3,000 psi. 6 sack cement per cubic yd. and 6 gal. water max. per sack for all DIAL Foo!ir1Gly ,2.0 !4I� © ® concrete reinforcing steel deformed Intermediate grade per ASTM A 15 fs • 20.000 psi. oi l( Reinforcing details shall be prepared by an approved detailer conforming to standard • s �iO.0 ` practice outlined in ACI Report 315. LAP all reinforcing 30 dia. at splices. F -.T------------- 0-4---- 1 , . COACRETE COVER: g • Footing 3" wall 1" except 1-1/2" where exposed to weather and 2" against earth. Fri /h I "- t beams and columns 1-1;2", slabs 3/4" except against earth 2`, joist 1".At- t % W 44 oe---ti L.— 16- 8E M5 & SLABS: 111 NT'` a) �, Steel shall. be rigidly supported using concrete block or approved metal accessories 0 05 raiser bars, all slabs where slab steel is parallel to beam or wall provide �, E4 x 5'.0- V l2" O.C. in top of slab across beam or wall where slab is on one side ct 1 • r only, bars shall be I 4 a 3'-0" P 12" o.c. at openings over 18" sq. provide 2 bars • b . 4-�'� I same as main steel extending 30 dia. past opening at each side and diagonals at .f'.125 , ! Corners. Slabs on joists to be reinforced by u.W.F, 6 x 6 - 10/1C for all "!cors t I m • and roof. temperature steel, 1.1/2' slabs • •4 B 18" o.c. CO STRUCTURAL STEEL: Z t /' 4;4r 02 QVI w` 413 fil 111 Supervises fs • 22.000 psi, structural grade in accordance with ASTM Spec. A3b. All V ® 4 1 steel except those embedded in concrete shall be given one coat of approved shop } Y _i . I I�Q paint. All welds 3/16" min, continuous fillet performed by certified welders, erect /�� m � 0 0 _i. Co in accordance with AISC .0ec• Provide temporary bracing until permanent stit0oninq W is installed. d I44 4Pi 4u• /MJ REINFORCER MASONRY: 14 • rt Ei t 1 -# f m • I ,800 psi, brick units 4" x 8" a 16" manreith clay block, grade SW. minim compressive strengti. = 1,400 psi average gross area. Concrete block grade "A" per A A i • �' ASTM' C90. All mortar shall by Type 5 (A-2). The -imum vertical reinforcing in f ---'" all walls shall be 05 Co 32" o.c. 3 1-05 r'in. vert full height of walls at all ,Iambs i free standing ends. Provide stubs at foundation walls of equal size and0 0 ‘•1 . � spacing as vertical reinforcing. All masonry units shall be 'lid in running bona (e) i reinforced horizontally with K-web or equal N 16" o.c. lap 12" at splices, ;.1 8 corners and intersections. Fill all vertical cells containing reinforcing lintels p 0; FUON 1 Z-� p and bond bears with 2,500 psi pea gravel concrete at corners and intersections. Lai. A tt M • T, I„____ „le_it --I '""'�• X•48.0)711 r'' +,? O. • horizontal reinforcing in edge and bond beans with corner bars 30 dia• same size PI and spacing. - 1 �'` -Li 1 • REINFORCED CONCRETE HALLS: • 0 �•Q'.v `�' �?op p *Au., O s Ifo-o _ Reinforce 8” conc. wits with aS P 15" o.c., horizortal & vertical. At Cornus and N lit — 'y oW'99,0 • t� — intersections lap horizontal reinf. in edge and bond beams with corner bars 30 dia. same size and spacing t � 2� . F - .2 " alii.•fo - PRECAST. CONCRETE J0ISiS: 1 Q I . 1s Submit details & speclficatio.K to Architect prior to fabrication. • - ---b--e * 10-D ..e 7� ii-6 d'•• Irl'•8 �$'-o 4'.I0� p.o IJ 8= `� 8` io'.s " o ilio 2'- a 12 ®" t /',•+ to=a` _ D-a' • 2'4',14:4._: I - >n _ I yYr I I r sem•... , . . - � . 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