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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 />