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I NERAL STRUCTURAL NOTES
<br />4 Alt k ^hell he in 'rid accordance with tie 1985 Edition
<br />Buil;'rng . de and "1)I dat ds drld all publications noted herein
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<br />n r 1 .hnw the structural drawings are typical and simply to
<br />r, ndlh ins, S., --I. rates and details sho', n on the draw; eke precedence over
<br />n: r r ai rto}P rn.l ?,I['I .. del P,ils
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<br />- r,a;orls n steal i to recedence r'Ver sc on the plans, sections and
<br />�P?al!S Tiny der: Pf,P llClea 3tlal bl'n Ugti? t mediate atienit on of the engi neer.
<br />.:•l Lonstrrt In ma'erials shat; be . _nut if placed on floor or roof framing
<br />OArr; F6,Oc1 UCH MAT A "HALL NOT EXCEED DESIGN LIVE LOADS
<br />rnamt:Prs LOAF), 1
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<br />-Re'''tew of thP'rhop Cravings b le engineer for general compliance with the
<br />40
<br />dr,.�tngP sni �I-er,fu,atio he contractor steel main responsible for ell
<br />ei 1 t � of dpl,illi ng, f tcatiorr and the con act fittin structural members,
<br />l"If iudingerordt r ,onwtlholtie rtra
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<br />F A.I]•.taiirtI Psdes,rrldshaiihr- submittedtothe. enginet? ri iting.SHOR
<br />[�Ft, ^'I _; Lin NOT �'nN`_TiTUTE CHANGES IN WRITING Along with tier, the
<br />sh rewings shall shnw• all proposed changes
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<br />i, - 1In loads ere is per chapter 23 of the UBC and may be modified as per e
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<br />FOUNDATIONS STRUCTURAL NOTES
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<br />A n - If the design of the foundations is heipd on a sails report, th t is
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<br />note;; a Miens. If net, all design is based on requirements of pter 29 of the
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<br />I °,!tc "ilTui muni si eparationshallcor I ofscerifyirig and recornpacting
<br />I,. loo.e aur Lace soils to n con„ on of 909V as per ASTM D1557 test
<br />37
<br />pro"16;; e Ail fill materisl re d shall be placed in 6" layers and
<br />rnrrpartedaSnote1 Mtn I= 12
<br />r avi ng - Al I areas t paved shall be it as site above to a min depth of
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<br />3 Foundat - The bottom of all foundations where po a shall be placed on
<br />ria soil it an undi3turhad slaie or or, approved engi near- 11. All footings
<br />36
<br />°.Gail be inspectPd by the engineer or his represelttivelbefore pla.
<br />:O i1Gre{P I
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<br />1 Select Backfill - :,elect Backfill jor stt uctures.hail be treated as site abov _
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<br />CONCRETE STRUCTURAL NOTES
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<br />A. oral - All concrete work shall be performed in accordance with ACI UBC
<br />code .
<br />B Concrete trength - Unless otherwise noted on the pians CD a shall obtain a
<br />min 28 day . ngth of 2000 psi.
<br />i Cement - min 5 socks per yard
<br />34
<br />2 `Nater - max 7 go er yard.
<br />fi Aggregates - max size _ 4"
<br />4 Slump - 4" max.
<br />S Admixtures - only as approv the engineer.
<br />E.. Curing - Keep wet min 7 s, or rane curing compound approved by
<br />t he a ngi neer.
<br />3
<br />7 Vibration - All crete shall be vibrated in ace w/ a mechanical
<br />vibrator.
<br />8. Form oval - side forms of foundations and slabs m " days
<br />9. T ng - in accordance with ACI - 301- 721 Chapter 16
<br />C orcing Materials
<br />1. Defg'rmed bars - ASTM A6151 ;4 and smaller, grade 40; 05 and 1 r,
<br />grade 60.
<br />2. Electric Welded Wire Fabric (EWWF) - ASTM Al 85.
<br />ccp Finish Grade Fill Line
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<br />4. MASONRY STRUCTURAL NOTES I
<br />A General -AU masonry work shall be performed in accordance with A BC, end
<br />CMA.
<br />B. oncrete Masonry Units (CMU) - grade N as per ASTM C900 ado S i w/ max
<br />6 hrinkage per CMA standards. 000,
<br />C. Morte Type S.
<br />1. Comp i ion - ASTM C270 - 1 part Portland nt, 1 /2 part max lime
<br />putty or sted lime, damp loose sand n Urethan 2-1/4 nor more then
<br />3 ti mes the a of the cement end li
<br />D. Grout `
<br />1. Aggregate - Max eggr to at /8"
<br />2. Cement - Min. ceriiaht 6 s per yoH..
<br />3 Mix Strength
<br />a. Min. 7 day stn h =1250 p 1\
<br />b. Min. 28 strength - 2000 ps .
<br />4. Grout all shown on the plans with 1 ift preredures. CMU's shalt be dry
<br />and cl before grouting.
<br />E. Materi
<br />1 ortland cement - ASTM C150, Tope 1 or II - low a ti.
<br />. Aggregate - mortar send ASTM C 144 - Grout send AST 04.
<br />3. Hydratedlime - ASTM C207, type S.
<br />4. Admixtrues -only as approved by the engineer.
<br />F. Reinforcing Materials-
<br />.1. Deformed bars-- ASTM A61 S;'4 and smaller, grade 40;'5 and lar
<br />grade 60.
<br />12 +OO 13'+00 14+00
<br />=IP5@ 16 "C/c 6 North or
<br />o`2 -*4 cant. - 1 Eost Face
<br />-�, 4'-"4 cont.-
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<br />Alter to W > Footin
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<br />N0. DATE REVISIONS
<br />L 7/26/91 bee Sheets I, 5, F, Io
<br />APPROVED BY: K. K,IELDSEN
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<br />W.S.D. ENGINEER
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<br />AS-BU/CT PLAN
<br />PROPERTY W45 CRADEd
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<br />CIVIL ENGINEERS
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<br />323 W. ELM ST. LOD1, CALIF.
<br />95240 PH: 209-388-66'19
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<br />FILE G_
<br />NO.
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