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<br />GRADE
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<br />Metal cor:struction rord>'/ore soecifieo ore HU9"',es
<br />Manufacturing, \nc or eql.;al. They sholl be instctied
<br />in accoroar,ce with mQr'ufactures recommendot ons
<br />Any areas of conventonal framinq sroll hove frarr.:ng
<br />members connected to truss members with 0 'Y);nir'l"LJm of 0
<br />R T 14 All Conventional framing members shoi! oe connected
<br />to one onotrer with c min:'-";LJ)"1 of a He hurricon Clip
<br />
<br />C.oNCRETE
<br />A
<br />B
<br />
<br />Cement to corrply .'lith A, S TM, C 150
<br />Sond end aggregate to comply Nith AS, T,M, C 33, C 330,
<br />C 332 Gnd A C I Standard No 813-54 cr FOCT speciftcot,ons
<br />Water to meet potable Nater cnemccl standards
<br />Piecing sholl be in accordance Nith A C i Bu,:d,ng Code
<br />.318 ond 318,1
<br />Cur;I'19 sholl,cen occordOr'lce ..ith AC I, 605
<br />
<br />1'-4"
<br />
<br />G,
<br />
<br />STEM WALL
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<br />DESIGN LOADiNG
<br />A, Wind ,ooding
<br />8 L've 10Gding bedrOOM area
<br />CLive !oeding other areos
<br />OLive !eaoi'1g reof
<br />E Design cr,tero SBCCi 1994
<br />
<br />F
<br />
<br />= 102 I1"'ph
<br />= .30 psI
<br />= 40 psf
<br />= 20 pst.
<br />'Section 16C6
<br />
<br />CONTROL JOINT
<br />
<br />REINFORCiNG STEEL.
<br />
<br />-~--
<br />"
<br />
<br />Bars deformed ir'l accordance >'/;\h AS,T.M A 615-87 and
<br />shoil be grace 40 steel uniess indicated otherl'ise
<br />Welded H;re fabric to conform with AS,T,M, A 185 or A 497
<br />Piaclng ,n occordonce with AC I deto<!,ng mo(\uol 0l'1()
<br />A,c.l, .318 ond 318,1
<br />
<br />ME TAL ACCESSORIES
<br />Metol cccessorles sholl conform to requ;rementsn C RS I
<br />"Vonuel of Standard Practice for Reinforced Concrete
<br />Construction" and AS TM A 82 ond A 185,
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<br />SPLICES
<br />Splices 01 foundatio(l :)nd perimeter steel sholl be 12 in, minimUm
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<br />STRENGTH
<br />A, Concrete shall hove 2500 ps: compressive strength ;'1 28 days
<br />B Test Cylinders shall be token ot the rote of three (3) fer
<br />each 75 cubic yards ond tested in accordance with A, S, f M
<br />Specificotior'ls Further tests moy olso be required in
<br />occordance vVith AS T,M C 42
<br />(, Slump shall r'Iot exceed 6" vnless concrete mix has been
<br />designed to hove greater Slump ond approved by Eng;neer
<br />
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<br />I BEilRING WALL HEADERS
<br />'BHAJI TRUSS SPAN - TILR ROOF
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<br />I hereb~ certlly that I have performed
<br />to the lattached design and it is in E-4
<br />comPliance with Section 1606 of =
<br />the Standard Building Code C!:J
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<br />VARIES
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<br />CONeRE TE l.,AASONRY UNI TS
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<br />VARIES
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<br />Units sholl conform to A S Tl.,A C 129,C 145,C 90 & C 216
<br />Cement snoll conform to AS T,l.A C 150,
<br />Sond shoil conform to A,S,T.l.A C 144,
<br />Mertar shall conform to Standard Building Code Types M or S
<br />Mosonry vnits to hove fuil rno'tar coverage on horizontal
<br /><In,j vertical face sheils
<br />Units sholl hove 0 min;rnvm corl"1pressive strength of 2500 pSi
<br />per net area of unit
<br />All o?l<p0sed mOSOr'lry svrfoces sroil ha..e their Horizonta!
<br />JOints too:e,j and shlJlI be ~pongerj clean
<br />Grout sholi compiy with ACi-ASCE 530 & AS,TM C 476
<br />and be tested in accordance N;th C 1.019
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<br />AL TERNA IDES
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<br />#50 W/CElL POURED SOLID
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<br />COMPAC1ED FiLL
<br />F'i11 sholl be placed in I<Jyers not to exceed 12" ond compacted to
<br />95% proctor, The degree Of compaction sholl be de\errrired and
<br />controlled in accordance Nith ASSH,O T-99 8efore plac;ng
<br />f'll 011 (:Je!eterious moter;ol sholl be removed
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<br />SCALE
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<br />~-Ph'ECAST LINTEL
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<br />Ncn-structvra! grace lumber sha!! be stvd grade or equal
<br />Trusses sholl be pre-engineered ;n accordance with T,P,I
<br />ol1d engineer certified truss ,jrc Hings and the truss
<br />layout dro....;ngs sholl be furnished,
<br />All lumber in contract with rnosonry or concrete sholl be
<br />pressure tre':lted Non-pressure tr€ot~d lumber sholl be
<br />seporcted from masonry or concret~ by IJspha:t it1"pre9noted
<br />(1\felt or galvanized metal,
<br />o J Structural !'.;mber sholl be Southern P;ne No 2 or Equa,
<br />E. Nailing sho!! be 8d ot 6" on centers along edges ond 12"
<br />on centers ot interrned:ate supports, Other nail:ng shoil be
<br />performed in occordonce Hith the S8CCl 8uiid;ng COGe
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<br />INTERIOR BEARING
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<br />MASONRY FRAME
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<br />PRECAST LINTEL ~
<br />4' - 0" OR GREA TER SPAN
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<br />PRECAST LlN~
<br />LESS THAN 4'-0" SPAN
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<br />ST ANDARD PERiMETER BEAM
<br />IUNTEL OVER DOCR & WNDOW
<br />OPENiNGS
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<br />~-POwtRS STEEL
<br />PRODuCTS liNTEL
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<br />CONNECTION
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<br />FRAM~:~A.I{TlrrION
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<br />(I) ~rrAILSJ
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<br />EXTERIOR WALL
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<br />N.oTE: PRECAST liNTELS "CAST CRETE"
<br />OR EQUAL
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<br />LINTEL DETAILS
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