<br />{. . " ~ J
<br />, ,l'f
<br />;;:
<br />
<br />
<br />'1
<br />j
<br />, ',."
<br />
<br />
<br />, '
<br />'i
<br />
<br />"., .
<br />
<br />K.O CMU aOND SEAM
<br />~EE PLAN FCR ELEVAT!ON~
<br />
<br />-,
<br />
<br />
<br />I I.
<br />I '1
<br />
<br />) I ) I
<br />
<br />.. .1". '~, <
<br />
<br />It~ eAR TRANSITiON STEEL
<br />ACI STD, ~OOK <TYP)
<br />
<br />REi~F. MAS01'.RY CELLS
<br />
<br />~ I eONO eEAM i~ANelilON
<br />
<br />-
<br />
<br />I
<br />--rr:
<br />I
<br />I
<br />
<br />~I
<br />
<br />
<br />11211 PL nUOOD ef..lEATHjN~ ON EXTERICR
<br />NAIL' GLUE ad COMMONS -d) ~'! o.c, ECGE -d) !2" O.C, INTERMEDIATE
<br />
<br />(2) :2x 8'e I.JJI 11:211 PL yu.;oOD SPACER MiN.
<br />
<br />11211 DIA. X 8" ANCHCR eOL To
<br />wi 2 3/411 DIA. X 1/411 WAe~ERo
<br />
<br />OPEN
<br />
<br />I
<br />I
<br />I
<br />r
<br />
<br />"S F(EeARS
<br />
<br />ST ANDAF(D -a I'1ASONRY wALL
<br />REINFORCiNG .s l~" O.C.
<br />
<br />r
<br />
<br />t-
<br />
<br />-r---T----1-
<br />I I I
<br />+-_L_j_-L_, ---1__
<br />I I
<br />-r-L-T--1
<br />
<br />1 ~_l_,
<br />
<br />I I
<br />L_T_-1
<br />I
<br />
<br />-1 -
<br />I
<br />---1__
<br />
<br />
<br />
<br />I
<br />Il
<br />I
<br />I
<br />
<br />+t=
<br />t-
<br />
<br />----- --- -- ---- --- t---- ~
<br />I
<br />i
<br />l
<br />OleCONTINudue I=E~IMEiE~ eEAM
<br />
<br />I
<br />A,. f::CA I eEO UJOOO eEAM
<br />I
<br />
<br />. .;0,. ~'.. /'
<br />
<br />,-'",
<br />
<br />411
<br />
<br />rJ ~ - --1
<br />~ - =-./ /i-
<br />I I i
<br />kJd
<br />
<br />SEE ELEVATION~
<br />FCR ROOF SLOPE~
<br />eHiNGLES PEF( SPECIFICATiONS OVER
<br />ROOFIN~ FEL T ON la"CDX PLYWOOD
<br />eHEATHiN6 W/H4CLlFS ON FRE-ENGINEERED '
<br />WOOD TRUSSES 11 24"o.C, I
<br />(PL YWQOD NAILED tJJI ad NAILS (TYP)
<br />~"'oc. ED6S6 11211 O.C, iNTERMEDIATE)
<br />
<br />f..ll...RRICANE ANCHORS
<br />(SEE ROOF PLAN)
<br />
<br />ALUM. CRiP ECGE",
<br />
<br />:2Xb St...B FASCIA
<br />
<br />(1)
<br />
<br />~ REBAR VERT. REINF.
<br />BEYOND .s MAX. e'-~II o.c,
<br />iN CONC. FILLED CELLS
<br />
<br />
<br />ALuM.FASCIA .
<br />WFFIT
<br />
<br />"
<br /><J)
<br />~
<br />....
<br /><t
<br />>
<br />ill
<br />-l
<br />ill
<br />ill
<br />!H
<br />
<br />~I 2 j O~OI=I=EO eL..Ae
<br />
<br />'-
<br />
<br />TEXTl...F(ED STUCCO OvER CMU'S
<br />
<br />~
<br /><t:
<br />>
<br />>-
<br /><t
<br />r:
<br />
<br />OR
<br />
<br />EXTERIOR SIDIN~ OVER
<br />I x 2 P.T, FURRING '<iil 'b" oc,
<br />
<br />
<br />SEE 6~EET 51 FOR HOLD DO\LI"l
<br />I-IAF<DWARE (TOP' eOTTOMJ,
<br />
<br />..:, OWL, -=- .
<br />'JJI 1011 r: '2
<br />STD. I-lOOK ~ ~
<br />-l -l
<br />~ = -l
<br />r: ~ ~
<br />
<br />1/2" EXP, MA .ERIAL
<br />
<br />REBAR BENT BACK 4"
<br />..:, REBAR CONT.
<br />
<br />FF. GAR.-..
<br />
<br />SEE 5....EET SI FOR SIZES. REBAR___________
<br />SIZES. NUM8ER REaUIRED __________
<br />
<br />~I
<br />I 1~" I
<br />;I ..... iI
<br />1..0AO eEA~ ING
<br />~ 41 (I=L..OAiING O~OI= eL..Ae
<br />
<br />12" 1
<br />
<br />(:21"5 ~E6AR CONT,
<br />(3" MIN, COVER)
<br />
<br />~l-::I
<br />
<br />TYI=~ UJA1..1.. eECTfON (GA~AGE)
<br />
<br />f.
<br />
<br />SEE ELEVATIONS
<br />FOR ROOF SLCPE
<br />
<br />
<br />
<br />/ SEE 6~EET 51 FCR HOLD DOi,U\l
<br />/' ~ARDWARE (TCF> . BOTTOM)
<br />
<br />61-liNGLE5 ~ER S~EC,FICAT!ONS OvER
<br />ROOFIN~ FEL T ON 112"CDx PL YllJOOD
<br />e~EATHiN~ U;/1-l-CLlP6 ON P~E-EN~iNEERED
<br />WOOD TRUeeE5 oS 24"OC,
<br />(PL YWOOD NAILED 'JJI ed NAILS <T'rP)
<br />011 OC. EDGES I 12" OC. iNTERMEDIATE)
<br />
<br />
<br />~
<br />
<br />I-lURRiCANE ANCHOR5
<br />(eEE ROOF PLAN)
<br />
<br />.
<br />
<br />L
<br />14,,1.
<br />~;t-
<br />
<br />(2) :2x 8'e tJJl 11211
<br />PLYUJD.6ETu.;EEN
<br />(5IZE MAY vARY
<br />eEE ROOF PLAN)
<br />
<br />
<br />ALUM. DRIP EDGE---....,.
<br />'2X~ SUB FASCIA
<br />
<br />I
<br />(:2/~ ROD CONT -t 1
<br />(3" MiN. COVER)
<br />4"
<br />-~;I
<br />
<br />i'\FM3S>X8
<br />
<br />1,11I. II
<br />''<:J
<br />
<br />~&I
<br />
<br />L.OAO eEA~ING
<br />O~OI= el-A6
<br />
<br />FC 4x4~ (iF 4x 4 FOST)
<br />FC 0x00 (IF 0x ~ FOST)
<br />
<br />BEAM oS END
<br />OF PCRCI-(
<br />
<br />4x 4 OR bx ~ WOOD FOST
<br />
<br />
<br />PORCH
<br />
<br />_L~"
<br />V~
<br />
<br />
<br />~21
<br />
<br />CI-lIMNEY CAP
<br />
<br />GAL v, Fl..A6I-lil\l~
<br />
<br />2x 4'a -2 CEN5E .s 12" OC,
<br />
<br />FA 4x4 (IF 4x 4 FOST)
<br />PA 0xb (IF ox ~ P05T)
<br />
<br />
<br />
<br />, ,
<br />
<br />
<br />
<br />
<br />
<br />"'.
<br />:;..
<br />
<br />..~.. .
<br />
<br />TOP Co...RSE
<br />8i1X8"X!~" CONe
<br />K,O. BLOCK WI
<br />FOI...RED CONC. .
<br />t-":; REBAR CONT,
<br />
<br />PRECAST CONC,
<br />L.INTEL WI
<br />RE.iNFORCfN<::,
<br />
<br />
<br />;, ....
<br />
<br />.~. "
<br />"' "
<br />
<br />.~~
<br />
<br />;/
<br />~
<br />~
<br />o
<br />
<br />r--.\
<br />
<br />.~(
<br />
<br />If)
<br />Z
<br />o
<br />v;
<br />5
<br />w
<br />a::
<br />
<br /> ,..,.. ,..,..
<br /> (j) (j)
<br /> I I
<br /> ALuM. WiNDOW 0 l"")
<br /> - N
<br /> I I
<br /> MARBLE SIL.L - oo:t
<br />-.' .0 PRECA5T CONC, ~'LL
<br />to: :.... ....=
<br />'Ii ~
<br />:. :.. ~ 0- J:
<br />., .\ . W a::
<br />'I '._'
<br /> , , >-
<br /> >- co
<br /> co 0
<br /> ~ w
<br /> ~
<br /> <J
<br /> ~ w
<br /> a:: :c
<br /> 0 <J
<br />
<br />
<br />NFM e~r!~e
<br />
<br />1/0" oeB fTYP)
<br />
<br />FOR FOOTER 51ZE AND
<br />HARDWARE 6EE OET AIL
<br />. FOuNDATION oHEET5
<br />
<br />~"x b"x 10/'~' EWW. ME614 F(EiNFORCING
<br />REQUiRED TI1ROiJGI-lOUT T~E CONCRETE 5LAB
<br />PL.Ue. THE MEoH .sHALL eE DOUBLED ABOUT
<br />T...E ENTIRE F>ERIMETER OF T~E 5L.AB OVER
<br />THE FOOTiN~'AT LEAST 3 FEET WIDE
<br />b MIL. vAP. aARRIER
<br />
<br />
<br />TYI=JCA1.. I=dlf::CCI-1 eEC,.JON
<br />/~II
<br />;; 31'?
<br />
<br />'2x 4 ":2 OEN5E ~ 12" OC,
<br />
<br />. .
<br />.
<br />
<br />('2) 'bD COMMONS END NAILED TO 2x4 vERT,
<br />
<br />
<br />(3) !oo NAILS AS 6~ou.N T'rP
<br />
<br />~~I
<br />
<br />CI-1IMNEY r=~AMfNG OE,.AIJ..
<br />
<br />r hereby certify that I have performed
<br />ENGINEERING CERTIFICATION or to the attached design and it is in
<br />STRUCTURAL COMPONENTS ONLY compliance with Section 1606 of
<br />the Standard Building Coda
<br />
<br />, ~"
<br />
<br />t
<br />
<br />- f ~~~.:r :~
<br />
<br />
<br />
<br />
<br /> <cCO
<br /> c.,(O
<br />b. c.,,,
<br /> c.,,,
<br />:s I I
<br /> CO <0
<br />t) co~
<br /> lI)t-.
<br />f-. I I
<br /> ~~
<br />~ ~~
<br /> ~~
<br /> Q')Q')
<br /> '-'-
<br />t:: ~ tI)
<br />en ~ t,)
<br /> ~ ~
<br />. .... ~~
<br />tA ~ ~~
<br /> ~~~~
<br />~ ~ ~~ ~
<br />~ ~~E-.Q
<br /> t:~~~
<br /> ~~I~
<br /> ~~ ~
<br />~ Hi ~r..l~~
<br /> ~SC)~
<br />t: a ,~tI)~Q
<br /> ~~~
<br />C) ::c C'( ~ s:
<br />I ~ ~u
<br />...... ~ ~
<br />tRl ~ <::l
<br /> ~ <::l t"-
<br /> o C( ~
<br /> t> V)
<br /> ~
<br />to.. ~
<br />~ ~
<br />s=
<br /> ~
<br />t... 0
<br />N
<br />C) N ~
<br /> ~
<br />~ .L: ~
<br />0..
<br /> t:iJ ~
<br /> tq
<br />
<br /> ~
<br /> r
<br /> U
<br /> ~
<br /> I-
<br />(j) ~ ill
<br />~ U
<br />ill -I
<br />.-J ~ -
<br />m~ <I
<br />.-J I-
<br />B .-J 111
<br />({) 0
<br />:I
<br /> \..
<br /> ~
<br /> .-J
<br /> .-J
<br /> ~
<br /> <t
<br /> lL
<br />
<br />PROJECT NO.
<br /><a11&
<br />
<br />DWG NO.
<br />e2
<br />
<br />
<br />::...
<br />
|