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<br />SC~OR TRUSS fO BE ) v2"
<br />LO'JER [0 ALLO'J FOR
<br />rX4" OVERHANO BlOCKNO
<br />///\ "(E=
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<br />'F -1'
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<br />CA T1EbtL CELNG II
<br />(AS NO TED ON FLOORPLAN)
<br />--.LL_'_____l.L_
<br />
<br />PER ELEVA TION
<br />
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<br />......- 2"x a" LEOOF.fl 01 sp,
<br />'Jill2"Jd A.8, t 2"11
<br />'JASl-ER 0 a'-o"o,C,
<br />-SEMCO FA-), H..JOt-ES MS. OR
<br />SWSON MAS MI..,Q SI_L ANa 10RS
<br />LOCME ON LEDGER BEAM 0 EA
<br />VER TICAL ME.MOER OF U.JO TRUSS
<br />. 0 EA END, tHJOt-ES LPfA-
<br />2 ON ENO TRUSS- BUl.DER'S
<br />OP nOt-./>
<br />
<br />IJALLS-S" HOlLOV CMV-,
<br /><RU-l'-;'tJO B 01'.0) \
<br />
<br />
<br />1/2" - 1'-0"
<br />STEM W.LL FDN
<br />REV, 7/13/94
<br />
<br />
<br />
<br />I PER ELEV I r
<br />}___u___ ---- -----.1
<br />$€MCO PCPGM4-J
<br />POST CAP 'Ji I6d
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<br />',- HJGt-ES HC10 '.iDE ()J> J
<br />SWSON t M OR SEMCO HCPR I
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<br />(2-2"1< 12" BEAMS OP TlOtJAU
<br />(ALL ',.'000 ", 00. SO, PtE>
<br />CONN. TO MASOtJR( W:
<br />HJm ES ~iVUH 2-2xlO
<br />OR;
<br />SWSON HUC410 TF
<br />OR
<br />SEMCO WH-210-2
<br />(OR SlZE FOR 2-2"x 12")
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<br />2x4x12" "..,. BLOCK
<br />NM-ED TO l:^CH
<br />Bl OCKl'JO ~M3ER
<br />I,Ji 2-16d rw...S N
<br />l:^CH t.EM3ER """",
<br />
<br />2-l6d NAt.S-----_
<br />BOt-D BEAM -----.....,
<br />
<br />PREF N3R1C^ T
<br />....000 TRUSSES
<br />2:<4 BlOCKt-JO
<br />STAOOE.RED
<br />II
<br />[- '"' ." !lLOCl<}JO
<br />o "-O"o.c.
<br />
<br />~ V," l'N awsw
<br />CELtJO w.p. RAGM
<br />NAL 0 1" O,C.
<br />~d COOLER NAt.S
<br />OR 0\.'054
<br />
<br />SECTION "C"
<br />Q1E.S.UbLC.E~
<br />DIRECT TRUSS TO MASONRY
<br />~NNECTION:EFJOV^CC-
<br />
<br />n
<br />
<br />\\, vr OYPSU4 CELtJO
<br />DlAPt-RAOM
<br />,. :5d COOLER NALS
<br />OR 0\10:54 0 7" O,C,
<br />'I 112 " MAX,
<br />
<br />H,JOt- ES LP T A
<br />SWSON ETA20 IJiTSS-
<br />OR SEMCO TAPR 216
<br />EA. HI) EA. TRUSS
<br />V/10d CO~ON NAt.S
<br />
<br />
<br />r
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<br />
<br />~U~ES lPTA. '
<br />SWSON ET Ale IJ/TSS /
<br />OR SEMCO T APR214 J
<br />(O/E> 04'-0" O.C. Lon~
<br />OF OABLE EN> TRUSS
<br />~ V/lOd COMMON NALS
<br />f3 SECTION "B"
<br />---- ----~---
<br />
<br />,? ~E1Ui<LQ~
<br />TO SIDEWALL CONNECTION
<br />
<br />V2" 0 r-o"
<br />I~EVISED 1/1)/94
<br />
<br />
<br />1/2" 0 r-o"
<br />REVISED 110/94
<br />
<br />s.>
<br />
<br />
<br />C)"I) ':
<br />
<br />HUGHES HCIO
<br />SWSOt~ Hl0 OR
<br />SEM(~O HCPRF
<br /><TRUSS TO BEAMS)
<br />
<br />)..
<br />~I
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<br />_- I
<br />~
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<br />P.:.R [LEI
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<br />SEMCO T AFR 2i6
<br />o Et.o EA T RU$ S
<br />'" 1I0d; COMMON NALS
<br /><TRUSS fO eOlU.t-l)
<br />- OEt'-DS OF 2-2"x 10" BEAMS.
<br />(2-2":< 12" BEAMS CPflONAU
<br />eOtl'-t TO MASOtJRY '.II:
<br />HUG.ES IANUi 2-2xlO.
<br />SWSON HUC410TF OR
<br />SEMCO '-FH-210-2
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<br />l_'-~NSU.A nON
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<br />CLENJOU T - 4-x 4"
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<br />-SEMCO FA-j, fWl-ES MS. OR
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<br />~EeTION "S"
<br />
<br />
<br />TYPIC^L "'^LL SECTION
<br />OlNfERIOR FRAME \.IALL
<br />\lr 0 r-o-
<br />REVISED 7114/94
<br />
<br />fEAOE.R BLOCK
<br />
<br />.EADER BlOCK-".... y---...-;--.r~t---"-.t--=--~-
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<br />'.. ' - - 111 J
<br />,.....-_.J>o-- w: -__ Q. I
<br />_-,[n--_ --1_ ~f]~ i 11- 6x6 "'1.4 x Vl4 ~l
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<br />N " 111- .
<br />_ ,.. " _-.~ ro
<br />
<br />- ---'-- k/ _t l'-=-'8-;'~=-FOOTtJO' ' -
<br />IJI 2-~ CaNT.
<br />I' FROM FOO Tt-lO ' 1'-4-
<br />~IJ~~- ~ S!
<br />o eA. COLLMJ W-~ e fIO.!.J-':~~._
<br />
<br />TYPICAL COLUMN SECTION
<br />COLUMN DE rAILS @ PORCH
<br />4x4 \.IOOD COLUMNS
<br />1/2" 0 roo"
<br />REVISED' 7/1)/94
<br />
<br />TYPICAL COLUMN SECTION
<br />COLUMN DE TAILS 0 PORCH
<br />8M MA$Of'JRY COLUMNS
<br />v2" . r-o"
<br />REVISED }1]194
<br />
<br />OCOL USE .~ES LPTA
<br />St.PSON ET A20 'J/TSS
<br />f~J ~~~
<br />V/lOd CO~ NAl..S
<br />
<br />
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<br />18"xl8- COLlM-I 0----.---
<br />FRONT ENTRY PORCH.
<br />Vl2 15 VCR TICAL (CQ
<br />. ElOHT PER REV)
<br />
<br />FOO TtJO DOVElS:
<br />J-~. E1f3E0 8- Mtt tHO -'\
<br />FrO. VI 9OD. HOOK
<br />
<br />~~ r--------r
<br />o 2.2")( 10. OR
<br />o 2-2'")( 11-
<br />(OP TlONAU
<br />o
<br />
<br />2-2":< 10- OR 2-;rx 12" BEAMS.
<br />An Aai TO MASO~~Y COLUt.-t-J
<br />VI MASOl'IH P~~ ~W,lQf:R:
<br />HJOH:S WM 'XIO, sa4C0
<br />,WH-21O-2, SWSON \It-P21O-2 (/)
<br />(OR 2-2")( 12" ~8. ANCHOR Z
<br />TRUSSES TO BEAMS \II ~
<br />SCMCO HCffiF, HJ~ES HC10 -
<br />OR St.flSON H' TRUSS TE. ;;
<br />l1J
<br />,_J
<br />IlJ
<br />ex
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<br />0.
<br />
<br />ct..EANOUT OP8\t.JG-4"x 4.,
<br />o EAai OROUTED C8.L
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<br />
<br />~t~~~, ' <Ff~'~_~X6 _~~~ x "'"~ _ _, , ~
<br />, ,=1\\t?'12" I 12" ~-I2"X 18" MONOllHIC
<br />~-==III=~~----+_---- - FOOTNG \II 2-15 CONT.
<br />4);f~,~~~ ~~'LUMN SECTION
<br />
<br />
<br />COLUMN DETAILS 0 FRONT PORCH
<br />\12" 0 r-o"
<br />MONOLl THC F 00 TN)
<br />REV, 7113/94
<br />
<br />
<br />r 6xe IJl4 x IJl4
<br />~7"::::- .::::. ........ ~ ~ =-':: ~ t
<br />
<br />-<--~~t~-"""t~lLri~t 1~;2~";otii;r
<br />
<br />4" 12" 4-
<br />-----" -
<br />
<br />LOAD BEARING FOOTING
<br />-----IN SCAB -
<br />4t'\~ DErAIL "G"
<br />-- -----~ ---.----,--
<br />2
<br />
<br />a"
<br />/-' 8x8 '.il4 x 1J1.4 t-h--L
<br />/
<br />~ ~r~, ~~ ~:'0-,_~ ~--::.?--~~f
<br />:n l '" '~L ' . .~ ---:
<br />L~,F~j.f:;~ cc..i' .
<br />4" DROP IN SLAB
<br />
<br />
<br />DET AIL
<br />
<br />"F"
<br />
<br />HVGt ES HCIO. St.'PSON HI
<br />OR SEMCO QP5'J OEA. TRUSS
<br />IBLOCKNO ~f3E.R (T~P)--- ~ ~ ~
<br />SEMeo FA.). H0G.ES MS. OR . ~
<br />-,,~ VERTICAL FROM SLAB S~'PSON MAS MIX> $LL M~CHORS rc
<br />TO 801'V BE^M. OPOURED LOC^ TE OI'J LlDOE.R BEAM 0 EA. ~ ~
<br />CElL.<AS Sl-lOwN ON FDN PLAN> 'vER TlC^'_ ~1EM8ER OF Et'-D rRUSS-~ ~ () \.J~ _
<br />F001NG Dm/ElS: ' 0 EA. Et.,Q .-/~t:/~ ~ . ?--j~~f.? ~~-' - -
<br />1-15 'w1ERE SHOIJN ON FDN, / ~..............., -
<br />~\~ v~Df~~~N NfO \ // ::=-:/::::::r / \ _ '_ _.
<br />
<br />~~~U~~~~'Ga!~~ 0" ,_ 8,8 V1.0, VI.' . /~--w~cc::" ~:~~~:;~~c:=__ ----=--=~ .=-.c:--==-= -- ~- - -. --- -~1r-~
<br />
<br />FNSli GR^DE-. - ~~.~~~~'~4-' ~- - -uTT--- r--- --l----T--- [-~[ -~T-- r---~-1 -- [-- -C--l
<br />:u1Igl]};;.Jv; . . U.. OJ ~L SEe nON "^~
<br />
<br />8"x 16" FOOTt,x}-~IJ--)fff.: 16, - J ,lIS FROM" FOOTtJG '.II (}OD~ 2 TYPICAL "'ALL SECTION
<br />IJI 2-15 CONT ~I! .._ . 8END, \2 FROM Bar. OF FrG, -
<br />, ~~~. )~~'.L~(A;i ~J~o~AB AT O^8LE Ef'VS/SLOPED CELINOS
<br />~ OSlOPED CEl.tJOSIOABl,E H'(),) 1/2" - 1'-0"
<br />A SEC 'f'ION "A" STEM 'JALL FDN,
<br />REV, 7/\)/94
<br />- --------------~
<br />
<br />2 TYPICAL \,/ ALL SEC nON
<br />^ T OABLE ENDS/SLOPED CEILINGS
<br />
<br />
<br />l2nd SCISSOR lRUSS
<br />2-x4"x6'-O" LO. BlOCKm
<br />............... .....~ 0 EA. VER llCAL ON EN)
<br />.............................. -~IlK: .-,--' TRUSS (tJClu)tJO 2'~-
<br />............... ...........~<t.................... 01-WJO) VERTICALS 02'-0.
<br />- .....,_ O,C, ~IORrlONT Al NAL BO TrOM CORD OF
<br />~~........... aD TRUSS TO 2":<8"
<br />- LEDGER 'Jll6d COWON OR
<br />.no BOX NALS 0 a"o.c,
<br />
<br />USE \JHE.RE NO
<br />REt-.fRCEMEN r IN
<br />~:':,"4 x V,I,::'~, ~ ,~~~_DROP R~aE'o,
<br />
<br />-r- ~ ---. ~~.". ...,..
<br />
<br />-~-'~--:~t1'~1:-' =?:" .
<br />
<br />4" DROP-'i:LSLAB
<br />~ DETAIL '!F"_._
<br />~tJ
<br />
<br />r.l/32" PL'(VOOD ~EA n.JO
<br />IV 2" 0,$.8. OP TIONAU
<br />8d COWaN NALS e"o,c:-,
<br />ROOF PlTa~
<br />PER ELEV,
<br />
<br />
<br />MN HolB, FGLS. ~ I'JGl.ES OVER
<br />I5LB FELT ON ROOF DECKNO
<br />OI'J PREF A8RJCA TED IJOOO TRUSSES
<br />o 24"O.C, ______
<br />~UOfES LPtA .......-..............
<br />SWSON EfA20 'J/fSS OR '.............. .....~
<br />rx.~t~..1 ~ ltss
<br />'J/lOd CO~ON NALS
<br />
<br />~~~F~ttctA ~ ..,PER__~~~'y~,_
<br />
<br />'JALls-e- HOLLOV CYJ -- --..
<br /><R1.J't.ltJG 8Ot--D1
<br />
<br />81'L.DER NO T E;
<br />ALL ENOtl:E.RE.D TRUSS
<br />DRA'J~,l()S TO BE ~ED
<br />TO Et-JOt.EER OF RECORD
<br />FOR REVE'J PRIOR TO FNAL
<br />ISSl€ OF DRA \/t.JOS.
<br />
<br />p,C, CONC, Sill \
<br />
<br />
<br />FOO fNO DO'JELS:
<br />HI5 'J} ERE Sl-1O\lN ON
<br />FOU.oA nON PlNJ. EM8E.D 8"-\
<br />M. tHO FTO, IJ/~, HOOK
<br />
<br />OE.A TRUSS TO BEAM
<br />USE H..JOt ES I iClO
<br />SWSON HIO OR
<br />,\SEMCO HCP
<br />
<br />
<br />r
<br />SOFFIT/FAC\,\,)
<br />PER SPEC,
<br />
<br />2-2">< 10" P. r. PH: BEAMS, Z
<br />A rr AOi TO 8"'x e" eOLlM-I 0
<br />'JI HJGES JOIST ~WJOER f=
<br />U~ 2-210 <REVERSE FLO) -<
<br />OR SIMCO .UC210-2TF [U
<br />., a"x 6- P.T. YERf1CAL OR m
<br />MN-U= AC TWED COlLUJ
<br />PER 8U_OCR. BRICK OR
<br />S MCO F ACNO OP rIONAL.
<br />SllE PER PLN,l.
<br />
<br />:3
<br />
<br />1--
<br />r:
<br />(')
<br />W
<br />I
<br />>-
<br />COLI.MJ BASE. HJOt- ES CO 66,LL
<br />SWSON LC86e OR a:
<br />SOUHEASTERN ~B.~8I-OO, ~
<br />-USE Vi 6.x e" POST
<br />(OPTlONAU BOlT 80T. 2" P.T.
<br />-PLATE TO FWD, Vi2- 1/2"
<br />ma~R 80L TS WIt 6- af3ED,
<br />FNSl-i GRADE"l . LOCA TION P, lOR COlLMI BASE
<br />
<br />
<br />SQ!x'!~f,r": ~~r ~L v,,:~:'--~~
<br />
<br />. -~-U~ 1r- ---------.-- _u____,
<br />=:=III~.,J2_" 1,_2"_ ",- 12")( 18" MONOLlHIC
<br />~ +-. - t--- -- FOO Tt-lO Vi 2-~5 CaNT,
<br />Df~ SEe nON "DR"
<br />
<br />2 TYPICAL ROUND COLUMN SECTION
<br />COLUMN DE r ^JLS 0 FRONT PORCH
<br />vr - r-o"
<br />REV, '/la/94
<br />
<br />
<br />1 1,2"'-' J" i' -11, 2" ~
<br />
<br />2-)/4- GRADE AJ07" t.t _P'~---------~.' .7
<br />THRU BOL TS ~ NUTS" I
<br />2 MASONR( UPLIF T I
<br />CONNECTORS '~I~ ---- --
<br />h\JGHES SH^-6 - ,~-cr- u -, "
<br />
<br />
<br />
<br />
<br />. ,( I /-": - \\-;~
<br />
<br />II2"D, ANCHOR BOL T #~~~
<br />MIN, Ervl3EDMENT IN J' DOL 2"x 6- BO T rOM
<br />BOr:?ygE^2~( ('~ ,1/4" CHORD OF G~OER
<br />. ,." TRUSS
<br />
<br />~ SEeTIO~J '~Q:~___
<br />
<br />- GIRDER TRUSS
<br />MASONRY~.r
<br />CONNECTOR
<br />
<br />
<br />
<br />SCALE" I \12"" 1'-0.
<br />REVISED 1111194
<br />
<br />
<br />~-AA)t- ES LP T ^
<br />SWSON ET ^20 'JITSS
<br />OR SEMCO TAPR 2le
<br />
<br />COl'....t~-8" HOLlOIJ J
<br />a.<<J <Rltl.-I'-JO 80f'..0)
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<br />
<br />\--.tJ:tYPICAL COLUMN SECTION
<br />COLUMN DE rAILS @ REAR POIKH
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<br />1/2" 0 1'-0"
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<br />j(EVISED 7/\3/94
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<br />1 112"-, J" /-\ \/2"
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<br />III -Ill: IJI 2,1:5 CONT.
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<br />COLUMN DETAILS 0 POIKH
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<br />III==~II: 1"!~, ,+ \II 2-15 CONT.
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<br />~ SEC nON "X"
<br />~-JTYPICAL SAY WINDOW SECTION
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