Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BIN A-3 PERMIT 5312
: -! ,,"l' ,,<' f -,' ~ ~~ I . _ I.; ~ } ~ . ':; , ;... c ~ ~. ' ? r: ~.1. ~ ,.;. '. <, ~ j ~' , "'.." ':" ", ',~ REVISIONS BY I -. , - '.' " - .. ,t - ~ .. , '- .'- " ~ ' ~ l~ '/ ~ t i_ ... l' 'k .. o D 0, ~ ( .'! .". \- == ~ . ill \ . ; ill' Z :1:' <C cJ) --.1 I tC IV)' "I \-\ .. ill I > L-J () 3J .. '-.) \-1 " ~ ' , I l' .. , .'" '., k',~ \ ~ ~~.....A_..,....,_J~~_~~'~~""""~,_",'I!.~~_-"''''''I''_.",,..,..,.......''I'''''''---''''~'V'';'~~~~~~\~~~~~~~~~~"';'~"~-ll!NW~?",,,,~~..;.('1:~~~~""',~"""'~,---"-,-,- ~~ f DRAWN P1 F' C:, CH.CK.C CATa '?'Z':'4~' , ~AL. .,A, ,Joa ND. MH..T. 1 D" lJ, eH..Ta .... ~~. ' .... .. .\ ~, " "J" ,'i ,. ! :.- .\> .....' ~ .,. :IF, ' I' ..' ,'- . . k<~(!:.J.If~'Ii'''''\'~'''' ",$," 1-~~"",,,,,,,,,,,,,:,,,~:,~ . ~.',",'''f~~...tr.''\' ti; '~..'~~, ."J< ~ t:,' '';' i ,d., ..~-!r .... . ",">::...j f , , I . I ., ., "f : , , , ': I , , . ; ,'. .~ ; ! ! '1 I I I I ! I '- . ~ .4 R-19 2 X 4'5 @ 16" a.c. 2 X 6 p,r, FELT TIlE ' Bl.l..l.mSE IT'rP') .1 ENTRY DOOR I I SET NET AL THRESHOlD IN FUL BE OF CALLK 4. I 2 A5ROOS fRONT ENTRY SCALE' 3/.t" · I'-{)' ~TAL GARAGE [)()(;Q A:R ELEV , EXPAN JOINT GARAGE DOOR SCAlE' 3/4" · I'-Q" 7/0" PARGE COAT O'-l M: r. LAm 11/2" SHEA THIf'.G 2 X 4 DEAD- waco o 24" O.c. GNU: Ef'V Tf~S EXPAA JOINT ~ TIE BEM1 GABLE END, SCAlEI "/2" · I'-{)" . ., 2X 4S1WS o 16" o.c. · ) 6 X 6 - 10/10 WIRE tvl:SH SECl..I<E PlATE WI 112 · X 6" '..1 SOl TS o 4'-Q" o.c. .... .. -~ ..........,. a5 Ra) 8" \ 8" MONO-FOOTING SCALEl 3/4" . ".{)" SLAB FOOTING SCALE, 314' " "-()" I X 3 RS. lRI~i t::DGE OF 8lK WAlL BEYON) DRl VE .. ,~ I X 2 R5. TRIM I ; , LANAI 8E~M. TRIM SCAl fl I tiT " " 0" 2 X 4 STLOS @ , 16" a.c. WI 3 IIZ' SA TT 1t'6U.A TION . . SEOJ<E PLATE WI 112! X 6" 'J eoLTS o 4'-()" a,c. ~ a"-l<NOCKcur ax. iFlUED SQID WI , 115 4' HORI Z. UJT FILlED SOJD 2 X 6 P,T. HEMl All A01ED TO, uINTa W/PCMOER i AC11JJA TED DEVIct: ~ J.ANBS WI 1/7 X 6" '.1 80L T5 6" 8:' e" x 8' A<EcAST CO'n L1NreL F rUED SOLID WI 4 a5 RODS I X 3 RS. TRIM VAPOR BAkR1ER .1 GARAGE RECESS SCALE' 314' · I'-Q" :i '. I GARAGE LINTEL SCM.& 314" · "-0- \t1ARNING: IF THIS MESSAGE [t()ES N01 APPF l\R I_N RED IN~. YOU -. '- " " i ) P \/ W H \ C H l-!,\vr- ,l\N IL_U';'~\_',::'~, ~ ~.'ii\Y NOT BC,j',i. fcH~.L\LL~ T ^ " c \' . II' r '-Jl-' i U U r~ PRO J E C . /"", i) C ,\. -\ .. ,- ' OJ\NSCO ENGHJEERJNLL ~A. APFROVf.D TRUSSES AT 7-o.0.C. (DESIGN F()R 55 P.S.FJ R-30 BLOWN FIBERGLASS I NSLLA Tl C>t--:J 2 X 4 CCNT. TOP A-A TE 5/8" DR'TWALL OR 112' DENSE CEILlN3 BOARf.? TYPICAL INTERIOR WAllS' 2 X 4 STLOS AT 16" a.c. 6T .AJ'DAADI 25 YR, OIt-lef'St ONAL FIBE~LASS S~IN8LE ON 15lt' FELT SEE SPECS. 2 X 4 MlN TCP Q-IORD EN3lt-EERED PER A...AN (f) Z c.J t--i rn ~ (::1 c:q .-1 ~ ~ ~ I ~ T 0 (f) OL W 0 -1 - => CO -1 -1 - I (Y BJ 2 :2 => (f) 0 W \- 0 Z (j) <{ W ~ <{ 0 (f) \- W W I (f) ~ <r \- W 0 2 15/32" PLYWOOD SHEATHIN3 WI ALLM 'H' QIPS. SEE SPECS. TRUSS STRAP ( GALV. ). 2 X4 TAIL - TYP. CLG. FINISH SEE SPEC.S 8. KJ\X)CKOUT 8LK. WI I ~5 CONT. I X 6 - 20" BE'1'OI'D EACH- SIDE OF OPENN8 I X 4 AT JANaS 8" X 8" PRECAST CeNC. U LINTEL WI I 125 ROO f-- 26 GA GALV. toIETAL OR .019 PAINTABLE AL l.ltv'U N-..M DRI P -,2")(4" w[). (^~c.Ap.. I } SEE SHT. 12 6 'ORAJ\GE PEEL' ()f\J - II? DR'TWALL MARBlE STOOL ' SeT IN MORTAA----' PRECAST CO'JeRETE SILL - ~ _I 0) 2 X 4 PoT. PlA Tf. TROVVEL FIN SLAB E-SP. FINISH ALLM WI/'DOW WI SCREEN 4 GLASS see SPEC.S -,- I x 4 TO SU<ROlNJ MASQ\t<. OFl:NIN3 I X 3 FlRRll\G STRIPS OVER 3/4" INSLLA TlCN BOAK{) WDa) BASE :3 1/4" COLONIAL DU<-O-WALL EXTE/'D 16" EA slor: OF ~N3, THESE TWO COLJ<SE:S -8" X 8" X 16" C~. BLK .~ ~-. I X 3 P.T............ --- ... ----- - -. ---_.__. ,--- ---- ~,--~ e' ".Q' TYPICAL WALL SECTION ---------- -_. SCALE' 3/4. - 1'-0" II 5~~ ~H~~1 ~-1 ft?~ Al71711IONI\L. INFOP-'MA1'ION, II - ( ~TA'LS ON PAGES Sl, S2, S3 SUPERCEEQ THOSE ON THIS PAGE ~ 10 f~~ f,~?1 Dt==- 1He. E:.t--JG.II-Je.e~ JL')~DWL-~P6te. p..ND ~e..L.-If~.~, 1H ~ ~1~UvrU~p.,L, Pl.-~ ~ND ~~Ir:~1IotJ~ c.oMf'l..Y WI1U 1He.- b1~ND~O e,UIl..OIN~ CQD~) ?~110N 12.0'5 Fl)fl, ICO MPU WIND ZON~ !11~1 e.DI1"ION). 1HI~ OP1~WIN(;. P.t-JD t/~I~N I~ VAt... I D FO~ IZ MDN1H~ ~~fE:,p, 1 H e.. D~-rE. 11' ~ ~~NlSD ~ND ?e.b--L.e.O. 7'~Ne.D ~ND ?~l.-~D Fi'p., 1H~ ~~U~1UF11p..t..- f'D?Jl'ION Of fHI? p p.,f>...~ IN{; "t--J ~'1' . llc~ .._. '.,....___.._ -.. .. . . -<) - I ~ 7~d' . z~e:' 1- I , . . . I <) -, t'- --- . --II - -~ -I , \j\ ~ -0) - , -' () --. ~ ~ + \T" -' '" -- . ~ -, \t\ '-A ~/J. --. ~ , -.3 ,/'. _L . . .., 8M ~ ""'4" I II ~ ,.4 ./ 4'.8":' ~ , 1--1. \f<J J)" H ,...r ~ ~.~ '1: I r- T H I_So. ~' E S SAG E \)r'Cl' ,.....1 '- - _.P,..~\\\...i.-~\:U INK. YOU ) [..) 1\' \_" . Ii '.. .. / f=L; i ' :\ .. C C} f:' ,/ iN HIe H : ,--:'\t; HALL Y .,', i U:jl~ pr~OJECT, I.\"i j r, r', .- , .~L):'- >.' - ~ ~~ [\i'I;H.,,'r-n FNGiNEERING, P.A. .....1 ;,LJ.. '~~ V 'It,........ - 4~'.d' WI.. 'Ii' 'J..'J-' '4" . . I~~ 7'/7~' 11 ~ 1" ''''1'1 ~ p-,l '7'1 4.~c.oNC., &;L--~~ !1 7~4~ B' , ft ~ ~L--tv,"'.fl I ~'..o'l 1~1I W. x.ILc~ ~1',1HIt-~~N~9 .---; r~V(-1E:.- w/~ U~p WN1. L (fYPIt-AI..,) ~'''41/ 1.0'... II" t ~I.o' I I t I I . . -~~?~ "~A.e> l'll~ ~'li/~!5:~i;J- ~;.. ~l..E:'-V. O'.D,I ~ A~UM~(7) ~ -' ~ } I I . . I ~. ~~~ . / 4"11.0,1... 7",700 r.~,I.UiNV,'71..A.1? w/'--'~t..I)' 1C/1o W,W.M.(OP1, ~1~~~t1~~H) OV~n t., MIl" YAWP-, t7AfJlP1IE:-P-, ON CL.-eAN W~L--L, U;lM(;'ljf'~" 1'~I11t"'111e. 1~~A1'w ~lt..l.. (1''1'~) , ~ IZ'.O/~~" ::~ ::::-..: o ~1' , -S 14'''' 4180" -<0 :::--: ~ - ' () '" I It I ~J II I 'I It r.l-r2.-1 ~ 10 -?f6 t ')-81"- ~Lf'<=-. PLAt-) 1'"6", ~MION)-- - ==r ...-il ( '\ I II II II III I~--;:; -, " \ \I I "I II ( ) I t-~lll " III - -k= '-- .-Ll__)~. -~ I I' /-- I"--)T(--~ I I \ 'I 'r -r' II III I ,,/ \ I I ~- --==--I \ / I' I -. ,I Jl!- I ,- I" -,. ==-- _'J II I ~ ~.-.f'1 .~ :.s -"1"" -+ --~ r---il _JI~~ II ! 'I... ~!: . I I~ - - -r ..J 11-- . JI ~. . f( :-} 1 ~1:d~ ~-/ . I 'x I ~'~1 :)00 ~ ~ -cO _, ~ ~ (:I <) _, -3 ~ ----- a- l m =- - ~ Ilrr_::=f1-~ -------------- r-r II ~-1 I ~ I L _ -.J IlL -~ ~ - -rf=--7;l I 111~x'U 'I I I I~/_ ~~I I I I -Q -~ ~'Xld114t<.N~. e,~e.. WIt Ut:j~ -0 .1 F" ~ -' j ~ 1l.. ~'xg')<.I~' ~~, ;t vON6. ~~~. ------ L4'!~~. f'WKfINb '?LAE?7 \) r , -t( ~ ... tQ I ~ ~ I ~ ,,'_10'1 -1 . 4"10'1 41..0" 11011 W. l<. eJ ~1". WNe". ~1'J'-,# N/2-~~ c; GON1'. (fYP'ltAL..) (&.f>..P-,~6e, ON j.., Y ) JI U ~ ~ ~ ~1_OIf 10'-0" II I' - \ 1e,I..o" (;ONC;- Y'1L,1..t~!? al....-\.; wI -:1. ff'7P V~"f, r:IHJM F1~, 10 11 e, ~tAM {f(~) ~f0(;I'H ~I.P-!? ~/1~)( I?Yi'- · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE , STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE, SECTION 1205 FOR 100 mph WIND ZONE 11991 EDITIONI. =<XJ - , " I I · :IHIS DRAWING AND DESIGN IS INTENDED TO BE A MASTER SET OF , 'PLANS AND IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. (DRAWINGS MUST BE REVIEWED FOR COMPLIANCE TO ANY CODE CHANGES WITHIN THE 12 MONTH PERIODI. i: , II ~ REVISIONS BY I tt 'll &. ~ ~ ~~t \-+ -Zt!:(j) ~\U{).) ~\ll~ tCc,)- ~cl:~ ~ -' ~ '" ~ ~ ~ Z () .--.. 't-r :~ D -Z -::1 ~ E7 ~j.... . SIGNED AND .SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. "o',d' . It i-o '011 z.. '/,.a'-o" 20'..0'1 4BI.o" NDfe:.: GDN11h~fO~ 10 ~HOW HD<;,e, F;/I!7~ W/^1'ION0~ ~bt~~ L I/k\ I\O'~'~_..-.~--._---- n_~ - -. :.-__ ~ ._____,,..,. --t- -- --~ .... --- -~~ rnECI~'''t I r'" ~c; l' -," . .... -- a- -.. ~ ~~_.- __J DRAWN .., -=~PG - . CHECKED OATS - - -;;-' ,1.....4 t? SCALE -I~-"" II _J _ ~ 1....:0_ -. .JOB NO. SHEST 3 OF IJ:, SHEETS ~. ~ , ---.- '- .-- - , =c-{ b~VAL..A}-JGt- +- OPfN (NO t?OrPl1) --7 () ~ D.w. r-"- - - ---, /' /' -~ ~ ~ pY. ~/// "- "" I b ~ ~.f 1Dt' ~1c.,,~ rL.r.~ ~ r -I J ~ . t\. ---I -. - -- ~ =ct =- II r:::J::-:1 () 1\'\ ""~ \ \ L -Ih~~~, L~ I ~"PM~7 I =-9 ~ \ , _fJ-J11GHfSN ~~ () -' ~ -~, =--PINI N~ fllDDM' BE,~iOND ~ -' -3 .( KI1c.-H e-N ~N1'~~t e,. t;1~II!"'AP,) (~t,o'l W II?~) -INfE,P;IOPJ ~L,tSVt\110NS ~CA!,. e.: I / ~ ~ ~ I'~ 0 II rr" !"'~"'i!:r"''''' I' "~n,.,. , ..' ;":0 .' '" <..;., '. ~ lJP6~ (~ ~rvll) >- / / p,.t...~e. /" /' J5jlC1~I~N r ,?i' 1 ] ~ 't M.C. ~ J;/ L \111"'1'>0'" \/ / f7t>.,c.. hI, ~p..? H - ~......c.=--- ~ ~ o .. " " " ./ ./ .. ,,/ ./ ~ I II " ~ --I .-:--; ~ ;'--'-'~-l:'-~-.10~' "'I~ ~f\0'T~h Bt\IH (H"~~ f?iAfH ?IM IlJ\P)) ,\4W:S- -0 -' ..9 (j) -' 0 , ! I ~ - :.'\: -' -\\ ~ ~ -=~ -' ~ "'t" ~ -\ \t\ -0 -- _I N ~ \ ~ JP-!H~ ~() \ -I() =1" -I t'- ~ ~ :=+ ~ -fj) -' ~ ~~ -- - - IIE_,~ ~. ~MIl-hPL-p..~H \ i F) .\!J ,~ ""'-,~<!o<,:1'. . WAR N I f'J (): 1FT HIS M F. SSP, '3 E DOES NOT APPEAR IN RED INK, YOU H A V E A N ~ '.. :.F fJ i\l. COP y W HIe H Mf\Y NO' :,n~ljC,TU,~"\LL y ADEOU r :)\) H PROJEC T, OANSCO ti'jGI NEEHING. p, A. 4-e,'~ 0 II l' I ," zo-4/~ 1?'~1{i' 1Z.'~d' " ,0'.0" ~~ ," ~I,?'( I 1/1 ~~7 , All ";'-' ?~o" I '1 8.1 B/~d' , ,. 7~D ?J'-d' 1- I I 't7 -SH :. X. X X K2(. X X 2IZ X >(ij; [> ~17 PiOOM Z i> ., ~'C.e.II.--ING::l CA""F'~1' I> I?'-IO'I [) > < , fA11Q 8"l(&'e.",t.-,~t... Pft-1~ - Z.;l? ?H -:,-. 'a )('\~ ~ ~ >< x.[\ X ~ ~ '~ ~. . J I~ ~.~~ II -.!.. "~\ -'pie' 1~~4'1 t' li-z" I\~~'J r~ ~' ~ I I/ININ~ ~.ooM =0 ft~ -1 ~ ~II 8'vE-Il.IN~ tN'-le.-1 _I =~ _ L.IVINb PlDDM RII {) 1... ~t_4Y~ J. l:~ J II _ l' ~,~c.el\...IN6 c..J>.p-.,r:'~1 l~ ~ ~ "f 1;,H (I~) "~)~, -~ ~ II 4 '..z.#j/eN ~ ~ ~ 'Z~7~/e;' "J t-1t-l~.~N -~ rd-d"'1~4'Of'~NltJq ..I.' t~~WL\ 2.lo~ T 1....~ _ ~I'.. ~~-:-=-~-=--:)- '- r ~-"--- - ":.:,j\, <l '.t I ~: i b r',"-",1 e, N B ~~-.-j'.'~"'J...~..~. I // ~}f.~~ '~~!l) ~ -~' f1 ~Cl~, VINYL.- ~ ~ I ~ .t.;; ',.;(,)f;J ~(r:- I .97 .,. ~. p..=f _ L:' ,('0 , . [11 ~l'~~'- /' ,~" '~- .\) I ~ .~:~:~' II fT- 1 I l I ) ~ .c ~ · W \~:< . ~ ~, 4-e.~/e:' : lo'~ I?~l \ M"e.1 i- 10' I! 'j~~ \\~/~ /t ,?;'~8'1 I,. tJ~ujl <) .to ~~ : ~ I II~IO" I~ --/ e>~1'~ I ::Ij) ~r ~ 'II wJ" '. I ~16/~!t1H~N7 i / ' 1 =..... ~tl-G.r, Vnf'(l,.. (\ I g:;:p fDye!l-, ~ "'--H, ~1 H ~~~t1 ~} \~C. 0 tj!t'~ ~'I~~'~ f,1,,> ~~~I~ 0.161<1 r;'!:t::;~~'I~~or~ a''''I:-, "^-rLpi!" ~. . 2:1.<0 WbJ..1., -, ~ LL -~ ~ I v.....-, vrp l'o'l -; ., ~ ~ '1lJl-l uw) =:~ _ ~ ~ " .' f1,~. 0 R: ~:r \ ;'" /' ~ .!!:~. .~ - N ~ \. V, II \\\ V'(~P--UNI7~i G --.9 ~\.\~t:1~t,1e~ I "'O~LbI, . 14 ~.J... H;f. _ 8~rt,.IN<a Vlt-Jy!,.. ~ "'<\f \ !?t>--1'H I \. j 1\ . z4~~ e~Ll1, VINYJ., I ~ \ i ~ 1\ .~L.J -, w! .-1 <-IS) . ~ . ~ I~f~;f'~~' \ : ~ 4!4!J' 8 ~. j..J,I,C.. d: ff . -j . 8'CU., a..-H"t1' ~ .-~:N1hY , ~ p.,~~ ~ '8'4~.::...-r- n 11!..~ I) )X X X ').. / .J'L ,ri il . :O)~ I liz-eArn G,A'hA~f:- ~ l:J1 ~'-ld' 4~O~ ",.0',. - =;~ ~ ~ ~'!4J 4\10" / -~ ~ . . =~ -. \S\ , II I~ ~ 7/4 \r ~ -g ., i _4 i 11 ~ \ ~ - \ '" . ~ <SJ =--t ~ ~ , ~ 8 ~ ~, t'- ~ ~ k (.2).lf!5; IN K Fffl.)&( WJ1~ ~ k -' J ;.x.xx!Xxx~.., < . ' I~ III .'~4~H wI - ~ I/~ "'Nt'. A~, (,'~811 I I 4'.8" !M! 11_ H.1. l7 . 11" 1- ~j' ~ ;t "'~ :::->:: \\\ ~\ \S\' (1 -. t'- r;f1IV-; 0/' I . I !- ~U1~ ~ = :~- 4'.G,1l -co -{ .u, :to'1 4'.4" ~..---~ ~~ )< )< )< )< -~ Ilo"X10 O.I--f,(;1,I7, ~ K K D< ~\~ \~ ~ k, ~ L.IV I t--Jb I~~W ".F. ~P--~~E:.- 441 ~,~, eN1~Y 58 ?,~, -(D-(N,. llNI/e.p, p.-,co':'-lJ2'? '7,~. Pp-11D 4& ?~ ,?',IO'1 4-1,4" Ie:~d' " - CONe,: ~l\",!..~t/ C;E:-u.. WI 1. ~~? ve-'hf. f'~t1 ~1~. 1'0 11e--I7~M(1'YP:) =00 _\ t--. ~x><x ( t0ll~DCU> Gi-t\~) ~ ~0t(\\lt0 leu 0\ I I ?1-1~AF'7 W,.\t..e:; l",nrr ('\~t.-l..- ' D!h\~ ht.-l<<.H J' t) I !~ 1T~'rG,lkO I / , l ({) _\ t-, (1,) *'5 ~ I~ Pfl,~?f t..1t,h!..~ ~ 1~..o'l to" " " ?-81~o'l ;tI);l"t6~....\.b (p(,)~L---rl{;}J~ 6t\N-L rS~;r o\l. '~lUli) ,(~ tt~'u , ( rofl.... l' Lei; S \ 11IlXT"{) tJNl.\\- ? f\{.C-O'1.v\~if4g~ol.^\)t)it- ?-:- '0D~\ " ~O~o'l :'\ F'f....,OOPJ ~klOUi ~L,~: 1/4~ II~OI' · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BElIEF, THE i STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE I STANDARD BUILDING CODE, SECTION 1205 FOR 100 mph WIND ZONE 'I 11991 EDITION). . i' THIS DRAWING AND DESIGN IS INTENDED TO BE A MASTER SET OF I PLANS AND IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED I AND SEALED. (DRAWINGS MUST BE REVIEWED FOR COMPLIANCE TO i ANY CODE CHANGES WITHIN THE 12 MONTH PERIOD). I . SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING i 'DNLY. ./ REVISIONS BY tt .. ~ ~ \Ucj) ~~t ~~~ 4.~'"' tf.~~ ~. ,~ ~ -.1" ...) \U - 4. -- )- 2.' ~~~~ :5 \\l ~ ..(?: >u..-~:r. r;:) ~ " 'F~~ ~ tl: 4. 't- ill -z ~ .-1' -S' ..{ J ~~z~\U -<J :1: tt~\-'":J "~(S~2 "Z'i:"Ztt 8 ,r;. 8 ~ L , ~ 0 \- ~ : ~ ~ ~\ ~ ~ 4 ~ ! I , J: G ~ ~ ~. 2 I ' ORAWN ~P61 CHECKEO OATE ~~:z..~4? BCALE! YA~I ~? ..JOB No. SHEET + / OF ~ SHEETS - ~"""""'. .,.' ". .,- .~. ,......~"'~.~-........ .---- '-'._-, ,< ..--~.~, ",.t-4't.~",~",,(~,-. 4'_'~3t...: ;~._. .~',- -- _.- ........... REVISIONS BY ,\.: , ~ , 4'-011 PI.,A1E.- He..I~J11 I " I K" J "- "'", ~ ~ ..{ ~ r I", Z, C 11~ 1-- /1' v-.V 7 /vK , / '7:~ '" )</ ~.~,~ "'- V /\ Y 1"- i\. .., , 1/ -.., " " " " l' ~ I l' ~,.. ~ ~ / CONVeN1IONf\~ P~,b.M~ ~IP U~t1 J Il~~ 1~"ne-..p.;e*,M l e~111t'1 e 1'~41' At?, I..-IN1t..-~ IN 1Ie~~~t1 (W1'1'o!'1 e.B'.4\"'t',JI~,~L-F,,) ~ltJ.Pt.-P,.) / f1. '- '-" , ~ :- J". r .I -bl~oe ~ 1'~Ll~? / t"" \- f\V1e? : I) NO IN1~P,IOrz, e;e.~~It,JC:l ~~L.~J. ~)1YPI~L-- E;eAP,IN~ l--Ie~l-I1 e,el.o" A~. ~lN. '=:l,..[Z-" "')f~ ~~IN~e.P-1fU> ~p 1'p.,L.ltn~ 81A'o,v, 4)1~uJt;-$ to/'1PAH'f ~~p OMWINt:t~ 10 ~e. ~INAt-.~ / "" I ~Y 18 ~ i / 1"- r-7 ~" / "- "=:it / ~IP J~ CAP-,lhl~Jt-, 1hU~~ (tal .e;e.1~p..e.t<.) cC \U D~ ~~ -{{) '. ~ '\ ~ \ ~\-'t L {~ TIill :.<~0, ~~~ t:L - ~ ~ 1I !d No,e: ~e-e i?~~e.1 ",,1" ~O~ ,",ODI110NI\t.. 1'!t,L.J~~ t..-"'YOu1' INrOJt-,t1~1'lON. <~ : <" , 1~~ L-AYDU1 ~L-e.: 1/61~ I~ t)CI ,,', f4)0~I"-lb fe.~ ~p~~ / " . ('1'( F' It-l>. t.. ) I IZ, ('1'{ Po ) 1 ? .--. 0 I~! II E3 00 ~ // L '71f'\ 1 K e. :01 tJ1 ONL- 'f 1 I L ~1UUO (1YPIU.~) 7 ::: 0" \ ~ ," ;/ ::0) r.. -U) / ~ . -' ~ ~~ "/~ '-' j/ " -fA1'IO ~ ~. ~t.~. ~~A~ ~lb~1 010~ D o L :"il'lJu,o (1'lPICP-t.- ') 7 w ffr i:1 DO ,II DD ~~ DDDDDDDO D ODD DO OODDDDDD DDDDDDDD ~ t::Xir:::,P7IDrt) ~~~YA1IDN? _ ~CAt..E;: 1/41~ I~" DRAWN -- ~Fb, ----.-- CHECKED DATE __no ~,;2., 4t7 SCALE -- V6,P71 ~? .JOB NO. SHEET 5 I I OF U; SHEETS &" t;7fLlt-to ~NP , :L-~Pl-tJl [7~ Fr;,ONl -f - ppr(Yi"" n-.\ 1\ ., ;;: ~Y'- ~~ ~i v~. ;'"V ~ 1::'.'''' '.~ r{'" ,....,,..,.J ~~. ~: ., ,~,. # ....';.. ~ t,., ...: , , \.i ~ , ,,,'I'. '. . \ \ \ \ I / ~,'/ 1/'" ,.l.. \~ '( ,VI '\' ~ , 1\ '\~ ~ \, , N nfl' . ?f \ \ \ " r----, " j I '" L _, _ ---1 \ i ~! ......... (~)~~.:' . I \ \ \ \ \ \ \ \ \ \ \ ~---- k.' '" -. '- ---, -- - --- --- - -- ,~ \ \ " '" \ ~I"'" ':'~JJ.r.\ ~I .,,,.,/ I -- .-- -. -.. ' :J II II II I , I I , I ! I ,: A' II -J I~O " I I - - <fPn,,.,.OLlf. --L /' / -- ~,: ".@ . "', ....... ' - ~f119 j /--~ D- P.e.. '.210 ~ ?2~(b) ZIO~B.(A) ~(~) _NO'f~: Ye~Ir:'( Pl-lON~,c.\N171,V. 1~K. L.oct>-1ION~.. ." ----.---~lr~u1~16t_\~ ~AYOU1 ~" ."" ,-- ..<t1> ~~.Dpj.Or. r"-fJtv [ Me.1'~ --I _ t;t~~: 1/+\Ic:-I~OI' J~0016~0i~e,~ BDNDW Z?O~BI"(c')1 . -...'_i&'l: '" - - :'~(. .'-~ . a...., .;,t::".. ~.... - , ,. . '~..; of " \"'lo." , . '~"':'II <t R.VISIONS BY ~ \i , " ~ ~ r .u . ti) ~ ,I : i ~ t1 ~~~ itO~ CS~~ 1 ! , ' I I i l'r o :~ '2 :{ --.J ~ ~ tl: ~ ~ ~ . I DRAWN :rt>PGt ..-, CHECKBD DATB -"? ..:l~4 t;; SCALI! I/f'::.I '..d' .JOB NO, SHeBT ~ OP b SHEllns ,.'....';.,Q.T~.~~~"'''~'.... , , t. ',' ~. . ',0;<"' i~~7~:i'\,;' '\'.' f"/: " ',. ,',' "*.' i/'''- ~., _. '; ''';'' : ' , . ..... . ~ , ,,:. ,I: ". j' - ,. { .; '.'.. .' , ,- ,,-.';" .. , - , . , . , TF<Ue,e, l.A your :.' ..tl ~, -, , M;, ';.: "~": < '.' , l . .. T L " ',. .' " ~ .,: ~ _:t " -'" 'I.." "';,:',_ i"- ~t>-' ,',',1' " , > ,~ .... . .. " , -- M l ", \',', ~ 'r. , , eo ';".,::-'; '". ;~'~h.':~.,': < ;~ ..;'-'~ :;'~\ ~;- J '~';.. "-'~.!"i' }~'~ ,'"<. t.; ~..:.;~'"_ "," !.f-"'f..w', -'. .-''?:. l':: ' :.' 1 p." '>:/ ,', ~ . ;:..}/ ~:" .' .,~. :" ,. .' ,: .:~':.' ,:. " ':, . .... (,. , " j !,,' ~ ~ " Wj '..~ : ~ ,,; ,~ ,,~' .,:.- :". ' '" '- ~ ~v '\ .' ',. '/ · 'x' ,':: :,: "., ,,' ;':. , 1/ - r- :,~;'.~.; >>: ;, ',> ,',," ".,',' t. ". t V -;...;..~ ..... \, }? X; ~" " " . .". ,. .",' t':.:" ._ \ , ': ,-: ,;,~--' t\';' ..:; :. ';';, ,'" , '1 V "--......:... - r';: <: ":.,.,, K' ',' ,.',; ; ',' ,,' ',' , ." bf' ......--- l.-- ", ,j - ~ ;,:,;' " ". ,l> ',' ~ f- -r '1'. ' -. "', ',. ,- ~': -.", ,:' .', '.' " /'. i' . r--.---............... t' , ;.....:.,.;..,~" .,' >." :;'" '.' .., J -..,.~ " .,' 'or :,' )..... ". ,'., ': '\..;.. "";'< 1\.. :', .; I / "1' . 1- i . '. " ',' ~ ",'.: .' '~ . 0- :', " ~:. -r.. '}..,' '. ~ '. -' " ',., . V"" . " . ',-- '. of ,) ",' . . '", ,-.:. 1..' ...., ".;:, .,,' . "l.~ i ~,.' :<, ~ t: '.; . . ,"T- ~Ci;.:.~~ .., ~ oj> :;.' ,<:; . ..,. J7 b-' :.j';l ,. '.... ;' ,,,,. j~' )K <" .......-...~ . "". >n'~j;',.: ,-,~". , .,'" . , l , .,.... "- -,':.. ': ",,:-,\ ',' - · :;,':<. .,.J. - . .... "'.' .,<- . ,,' l '!" . " ',,'~ 'R; ;" '}~ :1'.'.,' .'; r~ ::. ,.: ; _':,t: ':.: ".'. 1t\';'" ',,'. ' ", )/,:.;. -: Ie ~~",~ .~, ~.~, r. ~ ~ ~': ~ "'_._ I . ; --., ..- ~_:~~.! ,; - ~,' .:,~~ .", ~" ,~, ':'-,: \ (:.. .' ':', . ,', ."."; '- .'- ,...."_'.1.--,,..' V ' -:~:_' t.-, .-', .. .,.. ,., <,'- '.,: ',," _ (.'-'--" ~ ' "~"':C-;' 'h/'~"- . ,'. ,.r '-,'r~- ,; ;'. - . ~ "'" .', - - ..-',>., ;~.i -.; "". .'- ',', ",..:." .,'..; - ;f'-"'''' l ,j' ---- I_~ -T . ,""\.:' :-', . :, ,; -, -' '-. " .'.-; -- '. ,~. , . : ;-,~ " . ~::' \; {J~L7 ' ' ; ~ :": ~"-, : t:" .. .' . . "'. I f-.-~- - -:. "CI~,~'~"'* L, K' ",., ~(. . I .tI. ,. /' ~Y i~,;~"'~J': ;..;.." :'~', .:~: -: ,:~." v~ ~ V' ." ;~T'~' " -/ 'V ,C:". ' -. ~--;-.."~""" \ ~ ' ': " ~-f.. ,.1' / ....____. ,...... ~ - ,,'. <"t:', ',~ '. ~. V'.,. --' r:7 ;'. .'~' " ". ......... " , .' . ..-" ,'cr. '--". ,: "Jl ',r/,;/' ','/'Z' 'f~ ---. - ,'.:i[/ . - ,,-& , . 1" f, Y ,; . , '0. ,X' ,~ .1: " ','/ i , f'\ "2 ~ ,'. . . . .." " , . < ~ r/-~ " r ".', '~. ." ,- --' , -, : ~, ,~ ? '., L .....l:...: .' - t.~ OE~-I ~~{J!r l\J(iPL1s~r~r=~-;;~. ~I C~~t.~'~'~I:~:~a TYPE LOCATION. Lau., . . " -~ .: 2e46 '~3~"dOd~lW'__ ~~:-J1_~~~ -7~~~~" ~=-t~f ~~~-.~-~ 2.' _~~:~~ 3~~.t9d~!%~ --------~------~ '. · . . ~" lad 1'5 --- F----- .~- -2431:Ii9_~82a-.?._ --L:;- -----~~i +~~~~-:i 1 YaI- r -~-_._---:--::- - 2-;M1 '. HElA20 " 2 . . . ..j$;. ;.:...... ----- . .L\ / ~.~. " ~ ,,' " , 4 . ,-' . " -'-.........:..-~ - 32. t Od -----~~-- .', .:-~520a'..Hff~' '.,r--~._.o~5Q . ..:- T6 L~_~__ ~----- -~ HIT22 . 1 '~~~50 ,_ .~~~ 10d - - R' . 4266. --""'~~srMPSON EfA20 00 ~auAL FOA FraTE: AU: 9TH~lrTRU$S eRGM~~SOoNNN. MltCT~S~-iT1102NFSoARR ~RM1E:-- &HUS26 ~OA HUNG tRUSSES. MASONRY; OOVBUiSl r . . I . .' ,..... ~~E~~~~~t0~~~~~~~~~~~'IHAN CONNECTION9J'P~1Y. ' -0-- ';-'-. . ..' ---=~ '--~ -A" ~~1' '-;<-"'1160 .....10-10d>llW' l---,.;MA'~'NRill"I------------'--' ~~ _ ' .' J;J/i:f.v . _. -----'~ ~""---~.....:- _ . ,~)"'. ,t1l~ ~-::-~_-....i t.------+---- . f--- '-:,ro ~-~.. ~. '. . ...:.." , '. , - -- ~__L-:"' . ---'-- -~-1-- . --~-;-~ ~'14-1 Od x fV2~'- -~--- ~......,.-,--...-, . MTS12., _..---- ..--~-__c ~____:- '. TIMBER __ ~___-_____--~- 7. , . . __ =---=--~=~:~~~~ ~---~-- --'-HUS26~ ~ 1=~'._~_~L556~ 20-16d}s:3Vi' GIRQER..,.~. , '--------.----~allytoeachother. . k Double tonf1~tors to be placed d1a9,O the op"'posite side of the truss which could II" 00 not drive nails through the truss p ate on . force the plate off the truss. . ,,- << f' . :~~",<. ~" , .~ '., .> I - " , ~''1 ,,::. -' ,,~ ......-3.. ~ ':, . . 1(",'.'.. -' . t - ;.",.".. : "~~ ~ , " i.,;" ~,' 'i :'l:,;-: - .. " . , .~:: - .~ , ~ :',' J; ; 1t~.. '. .or, \'.. ..:,.. .... < ~ " I,. "!'" ~. . .,'t..' \:~:~~~i~, :; , !-~~~::. " '.:' .. -1 H ";,:. ",;: . ~ "::'.. '. :. ~~,~' ~. .\ ,: .', ;' '<>- " < ," ;'J.!.",""" " ). :","- PRE-fAB CH1MNEY CAP flASHING ~:2"X4. BLOO<ING (SEE tJ.A.NUF. SPECS / rOR UINlIJUM DISTANCE) / OTIRIOR fINISH ~ bf - - - - - rf -s> /,"PRE - r AS CHIMNEY /' BLOCKING 0 ""0 P~NT V / 'MiEN CHllANEY ExcnoS 6'-0. /' IN HEIGH T __ h____._ -" _.1--_____ - /1/2- SHEATHING OR O.S.B. ~2.x4- sruos 0 f6" O/C UAX. &TF<UCrU~AI... NOrSe I) COOES: ~ 1.1 STANOARD BUIlDING C(t{ CONGRESS INTtRNAn~^l (1991), t.2 BUILDING COOE REOUIREMf.NfS fOR REINfORCED CONCR(n: (Aa 318-89), 1.3 AMmlCAN SOClEN (f" CMl ENGINEERS I.4INIIJUM DESIGN LOADS fOR BUILDINGS AND OTHER STRUCTlJRE$ (AseE 7-88). \. 1.4 $P(ClFlCATlON (OR nit DES1CN, fABRICATION AND [R(CTlON Cf SfRUCruRAL STEEL fOR BUILDINGS (A1SC 9m EDlnON). '.5 -DESIGN $PWflCATlON rOR UGIH I,(EfAl PLAn: CONNECTED 'M)OO TR1JSSES- BY nlE TRUSS PLATE INsnrufE (WI) t985 EDITION. 2) DESIGN CRITERIA: 2.' O'W{WNG flOORS - 40 PSF U\{ lOAD. 2.2 BALCONIES - 60 PSf 1I\{ LOAD, 2.3 WAlKWAYS - 80 PSF U\{ LOAD. 2.4 ROOf O~R LIVING AR(AS - 30 PSF LIVE lOAD, 11 PSF (7 PSF TIC & 10 PSF B/C) DOD LOAD fOR SHINGlE ROOfS; 25 PSF (15 PSf Tic & 10 PSF a/c) DEAD lOAO fOR CONCREn: TILE ROCfS. 2.5 WiND - 100 MPH, PER saea UNLESS NOTED o TI-iER I'd st. 2.6 NET upurr 00,0 lO....OS 10 PSF SHiNGlE; 15 PSf TlLE. j) SOil: Jot MINIMUM ALLOWABLE SOIL PRESSURE 2990 PSF, 4) CONCRE T(; 4.t CONCREfE COMPRESSl~ STRENcrn AT 28 DAYS: 2500 PSI (NORMAL 'M:ICHT). 4.2 REINfOOCiNG BARS: ASN A615 (GRADE 60). 4.3 I'lLOEO \Ir1RE f"BRle (W.\f): ASTY AI85. . 4.4 DETAil REINf'ORcrI.4(NT IN ACCOROANC( \'ATH AO .315. 4.5 CCNCRET[ CO~RAC( (f" REiNfORCEMENT: fOOTINGS j" BOTTOY ANO SIO(S, 4.6 EARTH SUPPORTW StABS: (INCLUDING EXTERIOR WALl< AND DRI\{ SlABS) 3 1/2" nilCK lAIN., REINfORCfD \'Ani 6X6 - Wl.4 X W1.. WNf AT MtD-Df.PTH C$ SlAB. flOCRIJESH I.fAY BE usm IN UEU Of W~ AT CONTRACTOR'S OPTION, 4.1 COOCREnNC ()>(RAnONS SHALL COt.APLY 'MTH ACl STANDARDS. 4.8 lAP SPUCE SHALL BE AS f'CtLOWS: 15 BAR 25", '4 BAR 20", 13 8AR '5-. ~ ~:-. 'f' " SlMPSCtI US ^ r " I EACH ~NT f11>.. . \ ',' '...1.... ; , / >"4:f : ~ ";~~" ~~ '.: ~ ::'<': ::.i ", ' 'i ,::.:./,!.:- ,- '. '*': " .>;< ,.,' , -.' '.- , >- ~:,:'i ~ ,;. 't /; .:Z.4"( . , ,~,;:.> . '; C( \ ~~1~:";;, ~ ~ I g . ;t;.' .'~ ffi ~~ ;,.~:f'\'> . 't G 00" ~ , ' '-~~. ..... ". " r-:' 1 J: . S?- '-,..' N <:> -C( ,~ N;:G ~ t , " CALVo MET~ flASH~~ ~~, . CI{IQ,E;.J" /GALV. MIL fUSlllNC TRUSS TOP CHORD . " .~ ,f," ; \, '. - .' ., ~ -, f Si PSON MTS12 @ EA. CORNER ~OOBtE 2-)(<\. BlOCKING ',. , .~, . ~ ,~>., .'lita, .. ~ ,: 1 '~;;,,~\,',' ", , '.'1';-' ',' J eROTlaN 'A-AI ," l " .. scALE; 3/4":;s1'-O" 36- MAX. r--- r 5) MASONRY: 5.1 DESIGN AND COOSTRUcnON SHALL CONfORM to n~ $f'EClflCATION Of 1l1E NATIONAL COOCRETE IAASONRY ASSOOAnON AND AO 5.30. 5.2 MINIMUM t,AASONRY UNIT SfR(NGTH; (m 1350 PSI. 5.3 MORTAR SHALL BE TYPE S. 5.4 ALL t3lOCK CUlS AND CAVITIES Bnow GRADE SHALL BE FltLED 'MTH CONCRHE '#MEN STEM WALL IS (,REAlER mAN H" TALL A80'v{ GRAD{. 5.5 fill CEllS W/ (t) 15 BAR SHALL BE LOCATED 0 10'- o' Ole MAX, AT EACH CORNtR AND EACH SIDE Cf OPENINGS CREAllR n~AN OR EOUAL 106'-0", 5.6 UNTflS SUPPliED BY APPROVED MANurACNRER: 1) fECP/CAST-CRETE CORPORAnON 2l POv.{R CONCRE T[ 3 ALUED PRECAST 4 LOTT 1 ..: -" , '~~ " t AlT^CH 8LOCKING ./ . . TO TRUSSES W/ $It,APSON AJ4 ANGlE T't1>ICAl . SlOPE ~ SlI.4PSON MTSt2 0 EA. COONER PRE-ENGlNHRfD WOOO TRUSSES , ) '. ,." / ~,~:..); , >~ 'fr;;~.~~~':(~, , .. :')-~~\_ ,'~ ...f. (:.' \. :' -. ~,.'f;0~:>- . : , l~< ,'<' " ~ ... . ^ ~ tV ~ ',,;';~". " ; ~~;';:;;"" ' ",( . . // t x . . / .-( " ::;i / CRICKET L_~____. b ~',~ - "~~ " 6) 'M)OO: _ 6.1 WOOO STRUCruRAL fRAMiNG !.C[IAB(RS: 12 SOO\l1(RN )tllOW PINE (UNLESS NOTED. OTI1(R'MSE) \~TH AN ALLOWABlE BENDING STRESS (fb) PER NDS-91 :::: .250 PSI ANO A J.4OO1JLUS Of (~STIOTY == 1,600.000 PSI uctpr sruos 'M~ERE SPt sruo OR CONSTRUCTION GRADE MAY 8[ usm. 6.2 DESIGN, F ABRleA T[ AND ERECT WOOD TRUSSES IN ACCORDANCE ~ni 1l1E "DESIGN SPEClflCA nON fOR LIGHT J.4ETAL PLAfE CONNECTtO WOC() TRUSSES- BY niE TRUSS PlATE INsnnnr, 1985 tolnoN, HIS-91 AND OST-aa. 6.3 AlL EXPOSEO WOCO OR WOOO IN COOTACT 'Mm (ARm OR CONCRETE TO BE PRESSURE TREA llO, 6.4 ROC*' S1~f.ATI-ilNG: (APA RATtO EXPOSURE .) 1/2. PLYWOOO 00 7/16. 058 MINlI.IUM SHINGlES OR TlU: 6,5 UNTREATtO 'M)()() SHALL Nor BE IN DIRECT CONTACT I't1n~ CONCRET(. SEAT PlATtS SI~All BE PROVIDED AT BEARING LOCAn~s 'MIltOOT 'ItQOOEN TOP PLATtS. 7) MICRO-LAM lU!J8ER: 7.t MICRO-LAM STRESS CRAD(S SH~Ll PROYlDE THE fOllOWING MiNIMUM PROPERTIES; E :a 2,000.000 PSI fb,.. 2,800 PSI ft:% t,85O PSI fc:: 500 PSI (PERPENDICULAR) fe;s 2.100 PSI (PARAlLEL) f'v.. 285 PSI -,.... ....-:.'"::.~, v~RE-F^a CHIMNEY ASSEM8L Y /.... " /1 \\ /' I' \v ' - ,\ /I ',.I' A .... .::: ;; .... -:: ~. , , ~2"X4. 0 16" O/C MAX, /2"X4" BLOCKING TW. , \ J. "r'P c '. i ~4~l::: - ' .- ~3If&\~~!:- ,.,.' , .. , :-i:.t.., \.:~ ".'..d ,~ (. ., 'I' - . T"tPrOAL CHIMNn~ fDU\N , "..'::',.: :SCAl.[; < J74"~I'-O' . .. ... .. ,- '.- .. -- ~. '" .-, r. ., '4. . . 1i- -, " , ~ ': 1 ~;: .: r " \ f ~ , .~. - ~ . . ::';-~.~,,>~T'''> ,.~~,:, :J:".~fr~.~""'~' , . ~ ~~#\ ", '. ',.. r " -::,,:::'~.. ':, .'1 .. ,,'~; . , ' ',." . '':'.. , . ~.', ."1 'L-. . ,...' '. . \.t": ., q '-, . i.~. . ~ {t ~~ -: ...,' . '" ~, :~:' ',', ~~ , ~ -~.< ~ . # ,",? -1' ,':;" ~~,,; .....,. " ' r - '~..:. ~':" \'~ , '. . ~~ ", -- ." ,.. , .~ . " . i"" -: ... -,. 'f " ~ I, . -,;~.>\ ~"I {:t:.~, , :. ~.,i> ':-.,. ,. . '; ~ :.: ' -', . .' . "t ){",' ,,-: ~' : ,/ ~,-" .r . . ~ , If ".". , , . . .: '. 1 .;,.- #""'1- ,. ... '. 'TF<,uee r:r:<AMfNG NC>'TEe -.,- ,.. '. , - ~L~:: " . . ;.. ~< - UPLIFT CONNECTION . .<' "" . SIMPSON STRONG TIE ., CONNECTOR CAPACITY ~A$TENERS ETA12 580 5 - ,10(,1" x 1 1/Z: ETA16 125 8 - '1Od lC t t 12' HA20 1t60 to - tOd x t fli' HETA20 1845, 16 - fOd :c 1 1 i2'" , H2.5 394 10 - 8d x tin- H5 432 a - 8d )( t f/2-- H7 884 14 - ad lC 1 f72- · !JTT288 3787 24 - fOd x J" MAS 990 6 - lad x 1 1/2" HD2A · 2775 ' 5/8-~ BOlTS H05A .. 3705 J/4"~ BOlTS HDeA . 4405 7/8"?J BOlTS CROSS-REFERENCE*** ,..:' _~ ~~ ~1 SOUTHEASTERN METALS 'MfG. . CQNN~CTOR' CAPAC1lY' FAgT€N~RS~- TAPR28 120 5 - tOd x' 3~ --..~- TAPR2fQ 865 6 ... .tOd x 3" . T,&,PR2f2' 1153 ,8- lOd x j;;- TAPR216 1585', 11 -. fad x J" HCPR - HCPL 520 < (8[~ ~ HCPR - HCPl 520 (8) &j NO COMPARA81E CONNECTOR ., NO COMPARABLE CONNECfOO - 940 6 - 10d x 1 t/2- 3165 J - 5/8~~ He(TS 4265 .3 - j!4"t BetTS 7900 2 - 7[a~ 1 - 1 1/8-'1 BOlTS ~~ NO COMPARABLE CONNECTOR NO COMPARABLE CoNNECToR . , ' , . 1) ALL CONNECTIONS PE.R SIMPSON CATALOG C-95H....l CONTACT ENGINEER FOR AL TERNA TE CONNECTIONS 2) LAYOUT WAS PRODUCED BY ll-lE TRUSS MANUFACTURER, ANO IS SHOWN ON ll-lIS ORA\'ANG FOR REFERENCE ONLY. J) PRE-ENGINEERED WOOD TRUSSES SPACED @ 24- Ole TYPICAL. UNLESS NOTED QmER'MSE 4) SEE flOOR PLAN AND ELEVA nONS fOR AOOInONAL ROOf INfORMA nON. 5) TRUSS LAYOUTS AND TRUSS ENGINEERING PROV1DED BY mE TRUSS ENGINEER TAKE PRECEDENCE OVER mE TRUSS LAYOUT AND UPLIFT SCHEDULE SHOWN ABOVE. IF lliE LAYOUT OR TRUSS VALUES ARE REV1SED OY THE CONTRACTOR AND I OR mE tRUSS PLANT, OANSCO ENGINEERING, P.A. MUS T REVIEW AND REVISE mE PLANS AS NEEDED. · .. HUG~ES MANUFACTURING, INC... CONNECTOR CAPACITY FASTENERS TA12 ' 500 5 - tOd x 1 1/~- TAf.6' .. 601 7 - tOd x t l/t TA20 902 9 .. lOd x 1 1/2" LPTA 1500 15 - 10d )( I '12" HCUi I R~ ~9~ 8 - ad x 1 1/2" HClH I RH 494 8 - ad )( 1 1/2" NO COMPARABLE CONNECTffi NO COMPARABLE CONNECTOR 950 8 - 10d )( 1 1/2- 3265 .3 - 5/8.~ BOlTS 4385 .3 - JJ4"~ BOlTS 8050 2 ~ 7/8"'1 f - 1 1/8-' BOlTS 861 / 2854 f1ar 16d I {.3) lad 1438 / 3000 (20) 16d / (10)- 10d x 1 1/2" (28)16d / (14) lOd x 1 1/2. 12 - ad ~_~JLr (8) 16d x J l~'- (12) 16d x 3 1/2- {16} 16d x J 1/t 7..31 910 1172 1172 (61 ar-~ J~2J~'!..)C .} 'L2" ~~~j_x..}JLl l8) 16d x 3 1/2" ~ :- - !.AS 1\028 . AD58 . AD7A . FA-J ADS-2 ADS-5 ADS-7 -- LUS26 HUS26 93571045 .. 8,- 10<1 x J- 1550 / 3205.. 20 - 16d x J 1/'1." 2000 / 3175 u 30 - 16d )( .} 1/2" NO COMPARABLE CONNECTOR JiA2tJ [HUH 26 HUS28 2013 / 4200 (HUH28 A35 ~ UTS12 ----1- M1516 \.AfS20 12 - 8d x 1 lit 14 - fad )( J- 14 - fad x J" 14 - fOd x J- rA6 RT12lW RTt6JW RT20TW 500 1000 fOoo \000 580 605 906 t208 FAPI8 RTP18812 RTPt8816 RTP18820 . MINIMUM 3. I.lEMBER .. REAcnoos ARE rOR ROOF LOADS ONLY ... DO NOT ORl\{ NAILS THROUGH n~E TRUSS PLATE ON TliE OPPOSITE SIDE OF THE TRUSS, 'MilCH COULD FORCE THE PlA TE OfF or THE TRUSS, 4. MIN. EMBEDMENT SEE SCHEDUlE rOR IE AND CUANnN ($ rASTENERS . LOCA nON or s(CON~ H5 '\ ~... ' ~\ ~L' ,,::;, ,::iJifH, (J.~ #~" \ 1 -:::. ,.t " f... ....~ :::..:;., 1 'J~~m~~~:~~, ~; TYPICAl.. 10100 ~"'I.l..ATION"'-'''..' , ~ rr \ I I 0 I I ( ~ I~O ~ " 11-'" ~~?::~~~ j ~ ............. "--- ~ - ____ ~:::;~ ot::;~ ~ rr. ",..- ~ ~ 1.:~ ~ II c~~~ ~~~ ~I ~L<.r:: .~ ~-xTi.,r ~ ~ '~l. rx-"~~,,~'':'' . Ill. .. l' ~ TYPICAl.. 5.1T A I J4m A fN&T AU.A TION -c> ~' ~ .j . ~V/.I c..u, ;c~l ~ p typfCAL. H~ mT~~1" ~-~., ~ ~~~ r': ~~J ~ -:C' r-......... ........ ~~ ........-...c':\~ ~! ~..~ ~~ Q: (~ It 3/"'" .J" BCU w/ 4- MlN, (M8EDMEN T ~ ~~~ ~~ }!""~~J" .' _!to' · [v<~~:~ TyPrOA!.. M1'& IN&TALLATrGN ~ ~I'- ~.. tf..':'".:.:.. ~~ ,~"'~ ~ 4. '.,..... '. .'.' " .,' ,.,.. '--. .. OTA I J1trrA IN6TALLATroN . MJoePaAN . ~ , \1 ...1- J 'n1='rCAl-.. MT1'2&fl) fNM AUATrCN 11" 2-x BUILT-UP. COlUMtt~ l\ ~ 'r ({)~ --- -l11RU BOl TS AS REQUIRED ~ BY MFG. REQUIRED SAFETY GLAZING IN HAZARDOUS lOCATIONS (RE: SSC 2703. 2,1) 2703.2 HozorOOJs lWJtioos . 2703.2. I The follow~ shoA ~ ca'lsidered specific hozordoos locotklo, fa' the puflme1 of gloz tltj. . t. (;lqzin1 it i'l9f~$S (l(t(j ~es' doors except jeoIoosits. 2. Oozing in fixed ond slK1tlg jXI1e1s of sfid'rlg (potk>) <lOa' ossembl~s ood pooels in s"';'9;'9 doors. 3. Oozing in stOO'l1 doors. 4. Oozing in oil unframed swinging door,. 5. Oozing in doors ood enclos1Jres rOf hot tubs, whtlpool~ S(JJtlO" steom rooms, !>QtMlJbs and ~wers. Oozinq in ooy portion of (J b1J'<Jilg won endOStl<) these cornplJtments where lhe bottom edge of the cJ<JZtl<J is less than 60 i'lches (1524 mrn) obove the <lroil nlet. 6. Oozinq in 00 individual fixoo or operoofe p<Inel oojocent <I door where the neorest vertk~ edge is within <I 24 inth (610 mm) ac of the d()()( in IJ dosOO posilioo ood whose bottom edge is less than 60 wes (1524 mm) obove the floor Of wolkin9 surfoce. 7. QOling in 00 indivk1ual fixed Of operoofe pooe4, olher than those l<<otions described i'l items 5 and 6 oOO\Ie. lOOt m~ts 01 of th~ folf<Jwing ~ditions: 1. Exposed OttO of an fldiWW p<1nt g'e<Jler l.hon 9 sq. fl (0,84 m2) 2. Bottom e<J9& less tboo 18 ind1es (~57 mm) oo<Jvt the noor - J. T~ ed9t gr~ter than 36 ~clles (914 mrn) obove lhe floor 4-. Cne 'X more wolkiftq SlJrfoce$ wil1ln 36 i1thes (9f4- mm) hOfizoololly of the p~ of the c}ozitlq. 8. All 9!<3zin1 it roUIn9s ft9lJ1"<leS$ of <:ita ~ hei<Jll ctovt 0 woikin9 surfoce nclvol"l9 structural boluster ponds ood nonstl'1Xturd in-fi. pooels. 9. ()ozing in ..,,0", on~ f~(es eo(;\osin9 indo<< and ootdoct S'*Jnmin9 pools wh<<e the bottom ~ of the cjozinq is 1) less thoo 60 indles (1525 mm) ooove the w<iknq surfoce on the pod side ood 2) within 36 ooes (914 n'lm) horizontony of lhe w<ikil<J S1Jffoce on the pool siOO. This ~ CW'y to singe cjozing ood 011 pones in multiple ql<:lzi1q. f(f I "J- BOlT OR Hlln OR HIL 11 K'MCK BOLT II WI 8" MIN, EMBEDMENT AS REQUIRED BY MFG. '..... ,\1 ......"'~, ~, '~ I I I I ~i.'l;-Jl''', l~l'''~~ 'l -'1 ~ 0.0". ~ ,,, . 0 ''1 '~~ ..., elMt=eoN eT~ONG TIS ~O ....- ~- ~.... f~+~~~~~+~1 (::;}l - - - ... + ~ + + + .. ~ + + + ..6'+0" '~I .. .. + + .. + + .. + + + + ~ t ROOF DIAPHRAGM NAILING SCHEDULE -, 100 mph ZONE - - - -- - RIOg:_~!!~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r- _ _ <.:=rJ .. + + + + + · TO mE BEST Of' TI--lE ENGINEER'S KNO'NLEDCE AND BruEr, 11-it: S TRUCl1JRAL HANS AND SPfClF"lCA nON'i COMPLY WI rn TIlE STANDARD BUILDiNG CODE. SECTION 1205 fOR 100 mph WIND ZONE (1991 EOmON). WARNING: IFf HIS MESSAGE ES NOr APPEAR IN REO INK. yOU ~~~ :~TI~~E;~LU~~~~~~~CH ~OEQUA TE FOR YOUR PROJECT. DANSCO ENGINEERIt.1G, P.l', D AN5CO ENGlINEERING, FA. p.o. eox ~~t6 ... APOLL.O et:A04 .. FLORIDA - ~'f)12 fCl..k:)NE! .. (&13) 64& t0166 FAX - (&13) 64t) ~OO + + .. .. , ... " 1/6-0+ .- , ---r-; ... .. ~ ... .. ... + ... .. + .. .. + t t ~ /+ .. .1- "+ ... .. ... + .. t ~ t ... ..0 ~ t t + + t + ~ t + ... 1:, t + I- t t -I' t. + t t ... + .. '-, . 1-<'. . \. t. t .. + + + t ,,- "-.: RIDGE UNE / DE 8d COMMON NAllS ~ 6" Ole -- 4" Ole @ GABlE END WALL OR GABlE TRUSS I &j CQl.l.MON NArLS () 6- O/C (()QS 8d COMMON NAilS f) 12" Ole INfERMEOIAlt Il \~11995 , \. ' ' . :SV~iJ\;IERI~ltL ntJJtDEl~S. ~." :, ,,; - ... -.' .-' . . -. '., ecAI..~n:D ',' OF?AIJ..N 6KA DAta ti13198 ; ;lS~J\~.~' rrllENAME ~ ',05Sffil TRU55 L.A YOUr, NOTE5 ., ~;\5T..'[rtA>>t&;> . .,.;1 \(/,'/:';1"./. ~, ,.. '/-:"-' ..,' . "'<-,' < ' .. r: ',_:'. " :;.- 1101[; 1) ~ SlROC1IJVl NOlES f~ '}Oll1tlC ~cru~ 2) DlO xttrs II l}{ P.OCf ~(A~tfG ~~L [( STA(W(D AWJ 0lXufl O'ttll fR.lJ,j~ ~ r , ~; :.~ 61 ,) ~ . t t. ' . -:-::-, ;, -; . .t t\ .' , J~ ~) , .' of.,.... . :~, "-:.. ,-- ~ " .......1."" . ,;,,\, I. ~ ~ . J.:, "\; ~ ( -. ~ 'c. .~'. .~~.. ..~~~ ~. . ~ .~' -~ ~ > ~~_ ~:'~' . . ~ - - >:~,-:~ ",'. .:~7',~<~~.;;,.'~~~.:~~'~,,':-: .~- ~.;r.;.~,:.>:~~,~__,..::;." .. -..~.....- ~ ~~~.~ ~~~~.7.. ~~>~..-~~~~~~:~.~;~~.~~~"~ ~7~7:~~.~: ~:.:.,"..-S:.:r~~.~f~..(jt~>~;~:%:~~;r.~.. ~~:;~i: I. >.~-,-.~... p- " .. , '- ..~ ;"~', ~ ...~~.....,,~.:~.~~!-;~~.4<;....~~:f;. ~,.'. ':"f '.:~;~-~~~';". -,.)t;~/_. ' j" :)(,r"" '.~,!'~ _.~~ ~ --t.~, - ~ ':';-~~f1l;t{'~~t~V7:i"'~'Ni"j'\Y"-;-;"{.;J~':'i't<fi':~'.V:f'l".~<,...c:n,- '41,)",',n'i'ii";';'1 ,~-....;" .... 'C" ,'- .",,- ., . , tt.~~~;.~,~':,:~~>;~~;:: ~,,,,;~:'J, ..<'.. ,'~': ,.:::r. .'~~'~, ""T,,;' ,:'.r ':<'!:,':~A';'it~/"~; :~" ~t'~;;'':5;'~:'~~,J:'''< -,:;" " ,--,.('{' ,i': .'y y, _ ",;' t~'- - ;,', ,,' " ., " ;/">"?Ji':' }_.::..~,.t;,,;!.. :i.f.;:, r,-\,'. '~! ~i:'.,.- /; ,< ' , ." i SI:'_' ,,~~"i}:- 'f/,: ~:,!;11, ': "':;" f~ '~~.,," < '"" ". < , . ; >f~i~.:t:'t4'f:),;.';;.:~:\'~:{':-:',';"'\('~~;:;~":'>"'(\. y.~,'" :,':',' :J,.f.;,.~," ~:.,i,;_,~<";i:':;,<_<.' _:.". ,,".' ,":, .'.: . ' . ;~,:~:~,:tf;,~:;:h:v;;\:;,';)tj,J-.,";.. 'y}" : 12" ". -I, :'.." ,; , 'P~~ENGINEER~O:'WO TRUSS,@24"O'C' MAX i~t!~ij1:rt;'~~;" .:'~ ;" : ~"'{" I~TY1>)'J V AR.i~S ,;' L' , ,~~~aJt~%!~g; 19&r(S~ING~~S) OR1S:LB fELT · . ;,1.~i.fr\,.:',.: ,'-c~;,,<.y~ ~ ,,:,' ~', ..' '.' " . . ,-"',.' d I. . HURRICANE ANCHOR@EACH TRUSS (SEE ELEVA nONS) . 1'.~;'."...".".,.)I<".,~,..(:.,.~.:.}..:;.,.."~I~..:f.'. '..'~'.'i!,.. .(~". '..... _ ~~' ."..'" .-' .,':' ..1 . 'WIM.t:TALPL.. U.NDER EA. TRUSS ' ,~ ~''';''''.j;'.~~J,,,,\.,. '.''''"''-''';\-"''1.,' .f.". ,'. . ,.," .. . ';::';:~:;~:~~i~~i'..;i;(<;,'~'.~ j, .' . '. ,~ "'.' '" . . ," . S~iINGlES'ORCONCRETE llLE '.;;;,.','<,r::,<t,/", . ,",'.,'" .!~~. ".'~-. .', ~ 'f!ii.' I1;~'.)}~.:.:.',<\':.".\' " . ,..., ,',: ~,., " .~. . 1/2" cox PLYWOOD OR 7/16" OS ~ MIN ,;::,.'t: ';.:"",,,.-i'i:,.,. '-'" '. f.J:i."'{j' .<~ .' . ,. . .....,~' I. ~y~~:, \~f~":( ~:. : '~ " ~ y",-. ~. ELEV, VARIESi ~i)' t').,' ,-,r..,. ..' I,d. . l ~"'''''::fJ....... ' '\ r.1J :' .:~r .~~{;r ~Ke;'f',-~' . ;",' '. :,'. " j " ,. . ". ~ ~ oJ I . ~ v~""-- .. '.ii'" '~:".~~f;"Y,".;, _ .. II ~ ~'l DRIP ~ !~~1"~,,:;,~,,~, , ./1; ,~fASCIA BOARD , '>""..,>C'., .. .'. ' , . . STD. 90 HOOK~' , , ,. :,,~~ ,:~/~,:t~:,<i;,/'. /' "~ . ". ' , . (SEE DETAIL) . [t: \ ~J ~,4i.~~~~t,Y::,:,:", d ,.' ., ~ ~'VARIES L ~~~l~:rE:2U~L~kgc~/ ~'.j' ' - ". f....' 1 ,,> :~.t:.:." " .' . " " ' _I," ~8'1 C.M.U. 'TYPICAL ;~ii~~':\.' ."~. ...' ....:', ..' , '.. .. ~,~iV..j -; " T'tPE .S. MORTAR ~:~ :~,~,:';';?:,;':T~.'. .. " I, - -/ .' l' ~F1i'i{" "~, ... , ,t::' ~ ' . ,~ :~"~ ~i~;{~:/':,~>' .. ~ ' ~ .' . . . ::1':~ ,*~j,l':.:,<'~ .' ~ '"" ~tJ!~'" :r'{. ,_, .,',' ", 2500 PS I=- ~ &tt~'t ii/< :. ~X~RW~I~~~~~:~LAB ; ~ L--' i. ~ ---- mt~o~E~ciA ~~:I~~A<;;L1S NO TES) ~~f'~:\:,',' =~. ,: . ~fu~:~~ ~c[E2E~rNT~~~LAT ~~~f.:; :;, ,;;f. trY ~~.AVlTY CAP '~-fll> ..j I" " :::i ~'Z~(~":'r~ ,- ..~, :'. ~''r.' ~. ELEV 100'-0'1 iji\ ~'i"~~~!k;~"'-~. .:' .' ,., .' ..:-:-1.. -'-- -'- ~ -~, T, : ~ \...~ t}t,"~-i;;'..'. I , ...,' , "-''/:''-."/'A.'' "y ~ I ,... GRADE ~ ~;i TOP OF SLAB ~t~\,~~\',:- 'K"" 6 MIL VAPOR BARRIER _I'///~ /( / ~-~~~A/, ~ ~,,:i.~,' li:f,lK' ,: ",_",.'"" HEADER BLOCK /,~,,~~l L ~~<<V" I '\~. .:,-:~'F I; <~, " /v /"/ / I I >>>'\..>>'\..y)\.,,>::~ - f'~:'\;!At '..:. .:. CLEAN POISONED AND COMP, '. /'<':/ ~.l ',%~<<,,~~ ~. '{~~r,~'.,"i.'~S~L. (95% MODIfIED PROCTOR' . · ~-cL ,. >7<<~~ ~.:' .}'~~;;,:.~~:}', ,P(,,, ASN 0'557) , .' , '__ ~...~, .. laJ · ~;\y;o/., t\y~,.. " , CHAIR~ " I/. -\. /, /.., //. 'Ji\'~ ,.:' " ". . . / '\ ~\~;~J<ti .' STD~ 90' HOOKJ '- 2- #5 CONT, '~(";-;'~::~ 5': (stt DETAIL) " "_4" t'.~...t :.:~~'{:-~{: }t" . .' ..' ;'; " -' ,.:" ,'f " ,~.~ , '", - . . .,i.):;:'''' ~..." '3 ,." .' ; ~:,~_. ~,.r"',: . .'\~; --\ ~'l~~.,":-,.,;.;t..;'- ~:-: i<'~:- ~. \,,-, . .." . : , . ; .lJ ~ <~ ' '.'f"; -.. , ,:.S" .r , -' ;.,JI ~. ~: ,::.. /'~~ ~ ~~ ri:"\ . ., .. . /' ..' ,t' , ,...... , '.! PRECAST L1NTt:l (wi (1) #5 CONl ../ v- - FOR OPENINGS CREATER TliAN 6'-0. SEE WINDOW BUCK PLANS FOR ADDITIONAL REQUIRED REINF.) - J rr-- @--\~ V I --- ALUM 'MNDOW I rAUlK @ EA, WINDOW V r PRECAST CONe SILL ~~ ~ Ef ~ [] L) Ijr ,(' ":" . <1'."" .. " ,~ '. ~ " LOCK WALL 8EYONO ,:. ~<J xu; CELL WI #5 VERTICAL / I ~3) 1/2.~ x 6" "J" BOLTS .'1 dl ' r \~ ' V . . ,., \.;.., "V ONT. WOOD TRIM , q v ~ I) 11 ./ ~l EXPANSION JOINT, '~1 VAR_~~ 115 CONT.~ j I ~'j , t,,~~ '\'" .' ,'%>-->:;~y t /~~~~" '\"'~~Y' (<<;(~ > ,..' (~'0' - )./ ,!:"'/ /: /.. · >z/>~ '<~ ~/'0~l'''''F''/ (2) #5 CONT/ /,,, / ~:-:./' J .H.D. RECESS . \....1 / r3 1/2' MIN. 'i r . o I . ().) r- I- ----.... ~ --- ~;- --~ v -----,------------ " . 2"x8" p,r, WOOD JAM ~ /J ~I OOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYPI..CAL ~A~~e OOOF< 1'F=<ACK MOUNilN6 OEiAIL... r ..L SCALE: J'r:a1r-O' ,. . 'I . I A I I 'I 1YFICAL.. GtaCilON iHRU WINDOW T 1 I ~ .... ----.:::J:lIIF""\] ... SCALE: 3/4'=1'-0.' TYF'ICAL 6ARA~5 DOOR ReC~ooL:I::L . OCALEs N.T.5. .\.!::.!;;!-- 'N NO rE: ~ filL ALL CELLS BELOW GRADE 'MiEN ;j '''''HEN SrtM WALL IS GREATER llit\N 24-' BUT LESS TliAN 40' ABOvt CRACE j2"X4" SruDS 0 16' Ole -r-n f, r r~ rir- ~ LOAD SEARING CR- 'ti- T~' C,M.U. EX1!ERIOR WALL 1\ : ~~OU8LE 2'x4' P,t S1\10 "I LU'~ '" r T v-#5 VER T. IN FlLl CELL l..L If ' P-r IT : .~-1/2- x 6- -J" BOLT Lv ~ .. T 1.}Y-2x4 P.T. PLATE Lr: I- _._ -.: _ _I _ _ _ _ _ v-,- II . e> ! 1Il>- , '. J. ). - -; - - · - -i .' C> .' ,'.V" ,/",~ ') ."' ". ,',' >%~"'~~ t= ' ~ ~ ,C :"~ =~, .,.~~~<<! ~",>~~~~"i~ ~~>> ~~0' //, //, //<~{/'/y//,>>/.)/ F=~AMr= WALL iO CJ'1.U. WALL. CONNt:CiION ~ r 20' MIN. LAP tialU1 Q) FILL LINTEL AND ALL CELLS ABOVe: LINTEL 1> VERIFY ltfA T ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, / ZDOW BUCK A TT AC~ED WI 8d NAIL€> ~. 8" O.C. MAX AND FL 2((X!)<l) OR EQUAL 61.. UE C CONe. SILL rMJJ. 1_, / I 08 - - -~~AL-~~.~' ,..........--~ \."3 OR '4 REiNfORCING BAR . (Q If [ ~ FILLED CELL WI (1) i5 VERTICAlJ II I tJO WIND\ \ I OPENING ;!)~ 4 ,sA -l'!~F' ".?P-b~ 25' MiN. LAP ',,;{?,;c' ~i~:',~<' ..... TYPICAL WALL oSCTJON ~8",~~,.""', '. " ~"{IJ.,'":,''' lei., ,'. :"" : ~Q;.~:ft~:'~:~;~~"; . ~ ~ ~ ~-t '~.~<l.. . ii',. .~. /Pi,p . ~':'. r'~: : :'~~/; , 1. ~ -- ~ "11 . ,~.q'1: ,~,.,' '. ,.~~ ~; ~5{}(<':', ',< e'O" ~ ~ \. "" t r I .(~~;kI~r:~~'~"'::, ~ "'- :. ~ ". l~ I ""~~/ ('^l....~.~..~ ' ~.; "l to .. i; ~::r\.~."klNiib~cINu eAR~l' '. .... , "': y,," A'" .,t; ~ " y1 ~ , (." -' ,.,! i>! -. " :.i"> t :~4~;'. ~~.,~. ~I! ',h v~ iii. 1~-/.;;' t~ '" ....J. t,,~' .. t' · . '~i~ :f~"~f'~::" · ,....',{y..... ,-". ,: , =~.~~tt.,,",,'~, 0 · i'il-,~',1n":' .,"'. '. ,,' .S ~TP. ..l~ 1-400K. r: .'" .., .. ., ~"I!<~r<~' w:--- ' '~:r.jr'fi..~':r ,". .". _ .' ' '. .~" ,,".','---r ?En~t~:;~;::: \ ;,':~; ':." "'~l ,pi,' I', ";'~ ';": ",,~,.._.._.........._---..J " . J .J~:' .. _ " , . , ;i:..' ~ " ... I~.. ;~~/.. l~ '- . .' t. ,~ ~ ~\ "~.1:~%', . ~ ~~:. .J . tA',~f.i,ii,:>;" '- pF" "~~~~:1\'; . ". ~ ~ . "'1,: " '. 'j ,.'"1.' '.1, -- (A'\ &cALE; 3/4"_\1.011 1 S ~ , TYPICAL LINiEL. A€>o=M61.. y OCALE. N.f.&. SECTION (;\ ecALE. 3/411.I'-e>I~ r'<.'<.-.............- ..- - ____ .:;-7r......,-...~ -- ...-" ~5 REINf'ORClNG 8AR ~F' eF'btC~ J:' 36- MIN. LAP ,~~~~~-wc~W'~~ ~ REINfORCING BAR - .f' ::~-1.~F ep-.kL~.E . '" I~~ . TOP SPLICE OUBLE lOd <-lit ~~ SCALE: 3/4"sl'-0' /2"X4" STUD @ 16"- O/C SIMPSON SPl @ 80TTOI~ Ir~/2"</JX8" ANCHOR SOL T@.l'to/c & SIMPSON SP2 @ TOP Wi 2"~xJ/16" PLATE WASHc.R TYPICAL PLATE J rVfflF' I ~ / I ~~:~~~-"---~--, T-'~-;(A' :-'-;;.~:~~;;.f ~ ' ''<?:'0~~.' , "'.. V/0(~ 31/2' M;) ~ '\.~~)// . ~ ~~~ "//1' </<:<,((;<'A~77" ~<!7 (2) 5 C \~ . ">>>/>>>-';I<}'\."'~"-.'\. NOTE: # Ol~ r. / , // /,/ // (/)/ / HIL n 1/2'f K'MCK Bot. T \I _ WI 4 3/4' EMBEDMENT MAY NOTE: ,-8 "-4" 8' BE USED IN UEU OF' ANCHCR SEE TYPICAL BEARiNG WAll @ STEP>( ,f" BOLTS. fOR ADDITIONAL INfORlJA nON . TYF'ICAL. INTERIOR BSARIN6 WAL.l... (Z\ 5CALE: )~"::1'-0" \!:..3J ~~ ~~ ~~ ~,; ~ ~SIMPSON SP2. .~ .~ ~ ~~~. (TYP.): . ~& ~,~ ; , ~~ t::: ~~ ....L---2-ROWS 16d NAILS STAGGERED@ 16" ole EACH fACE OR 3-RO'NS ,,; 16d NAILS STAGGERED @ 16. Ole FOR 2'x10' OR CR(A TtR: H(AOtR 2-SIMPSON LSTA18 . ,-- NOTE: PLA TE LENGTHS MUST BE ./ A T lEAST 8'-0" LONG. TYP tAL SPLICE OVER STUO ~ DOUBLE TOP PLATE~ SIMPSON SP2 CONNECTO;~ ,.\ , - I~~~ ~~<:~l:.' l<;:::: ~r:; '.. :r~ ~ " 16d NAILS 0 ~I ~).. . :." \\~\..:. '-"'" , .~t.' " \\~. 16' ole fYP "- ,.,,:,::::,,~\\ -':.' "',~\'>' . " (I (~1O 0 0 <), ~W- . ejm~eon 5trone" Tie MAe .' "': v "~ . SEE UPLIFT SCI-lEOULE J:=OR UPLIFT CONNECTIONS ,/ "~ ~ "'-BOTTOM 10d @ 8" ole f\ v QUBlE HEADER wi 1/2~ fliTCH PLATE . 5CAL..E:lt-~ '.'.I(.;.r~1l TOF' F'LA i5 eF>l...lCe oei AIL. , V2~X4" STUDS 0 16~ Ole ~ , . 'r'" RECESS fOR S.G,D.'\. _JARIE~,_ "" r W'/v'F I ~ X" d.~. If - ~t=' ~.......-~,.--tf.---.....---I ? ~ J:___~___ ..__-........ · .# '//',/' '" _1. ... ' " ~..... c-.//~).. - ~ ~,,~"'-:'\.'\.. '\~. ' .: ,-::<0' ~'i/~y/ ://v~>%~y (2) #5 CONT. ~~" .....<~0-'\( ",,<, ' 4' 1'-~' 8' z t~ to '& O. ~ " . , '.0 , .~ ~ . . I ." \1/ ~ ~~ I "",SINGLE 2~x4- VCRIPPlE sruo TYPICAL V 2~x4~ STUDS TYP. ", ',~ ..,. .' ~,~,J: ',j i . i<::. ~~ >~,~. "';.'.' -'" ~ff:"}"" " ,. . ~~\..~l'~; '>. .- " Y'. . - ";J:r/~'l~ ; ,'. . , .- ''';f'" 't'"1,;'" ,"."'. .,: ';' . ' :)j~:f ~.f~ ~ ( . Of ~ J' ~'*:i." ~ .,~;", 1., . " . ,..,~ ~::il ", '. . ~.:~~N:~ '~,.,~<~, ':.' .- 'l',:-'-",;, ,".r', ~ . . ....,' ,'-, ".t. .. -.... ~:' .-, .,~ J':; ',".\ ')}t,;t* '-~'~.~';" ';'",;; . . ~'~""t l~ L .... . ~:f~,~~~:;,~ ',':,:;": ..~ '.' dt':f/}.;'~';' .,"; ',- '.~ .. ',; ~ -~_.' '.'~ i' '.' ' .''..y ;.; c-l'>" \; : ~:~'4'~ ,t", f~~,:. \..,.; .,.~,,~, . ' ~'-;' . .:, ' ~1i' :'l'~ ~ '.\0 ;. (1) #5 VERT. IN FilL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL - c=" ~ >- ~ ~ ~-=- ~. - ~ .. - "\~' ! ~ NOTE: H{T1 ..1/2~<f> KWlCK BOLT It W 8 MIN, EMBEDMENT MAY B USED IN LIEU OF ANCHOR BOL TS. V (2) ROWS Of 2x BlOCKING AT 1l1lRD POlN TS Z ~~o ~~o /) 0,:) OOt? c-.-wlvo .... 1(~IMPSON HD2A VI 5/8'0 HIL TI, KI,JII( BOl T II ANCHOR VI 6' EMBe:tMENT UNO. \ P. T. BOT. PLATE ~ , .... '~~, ~ . I.lS -TO~:FLATV , . . . l~ HeAOER OerAIL.. I , 'It" .1 Z 2 V1/2"~X8- ANCHOR BOLT@all"o/e wi 2"<f>x3/16~ PLA IE WASHER TYPICAL SIMPSON SP1 @ BOT. PLATE OR SIMPSON MAS MUDSILL ANCHOR ~ '.i @ 48" OIC WI 6- 10d x 1 1/2- for' r'N'NF .~ / I "1 ~ ....... - -~.i. - - - - -.- -.,.. - -....... - ","'- o J.. I ~ ",..' . '1 .' ~ I_____~___--?- ~ .. ~&. /:,V/;:'/,/;-:'/' T - (,3 1/2" MIN. >~~~ v .' . ..d:~~'0/" 3 1/2" MIN. 7~RZ~~~<;0> (2) #5 CON. I 4" IT;-I 1'-4' . ~{ ;(~, .,;p . 7 :.,. . . .'. ~l/:"; :\( L l:/::l~.:~ ~-- €>Impeon otrong - Tie MA62 ~ · UP.L1FT CONNECTIONS REQUIRED AT lOAD BEARING WAllS . · TO mE 8EST Of THE ENGlNHR'S KNO'M,.EDCE AND BWEF THE STRUCTURAL PLANS AND SPECif"fCA nONS CCMPL'( 'MTH niE STANDARD BUilDING COOf:. SECTION 1205 FOR 100 mph WlND ZONE (1991 EDmON), . · THIS DRAWING AND DESIGN IS VALID fOR 12 MONTHS AFTER THE OA Tf IT IS SIGNED AND SEALED. · SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. z ~ oL.A6 er5F' .t ~t;C555 ~ 0.(;;.0. rD\ SCALE: '~11l\'.0" ~ 6x6 W1.4xW1.4 wvv;\ OR FI8ERMESH - '\ ~ z - ~ ~ ~:t=~./.",;~~~~.. ~~~_~AOE 6 MIL VAPOR 8ARRIER Z"- /,. ~ ~. ~ ,~~~ 11z ":? ' c. .. .,,1> Y>> .:'i~ CLEAN POISONED AND COMPo ..... '/(1 ....." ~, ~,/ J SOIl. (COMPACTED TO 95% MODIFIEe """>>-::YA'Y~ '- STD. 90' HOOK PROCTOR ASTM 01557) /, (SEE DETAil) . II") N , ..<\ r z .~, ~ Sf /WWF 'lIARNING: IF THIS MESSAGE C DES NO:. APPEAR IN RfO ''''K, vOU H I\VE A~.r '! ! [GA L COpy WHICH rv A Y NIP rq ~ f r~UC rURAU v A )EOIII\ 1 [ (W '!():Jf~ PFtOJECT ( D~ .~ ~ DAN5CO i .. ~ ENGINEERING, P A. ; p.o. eox ~~16 .. AFOLLO ~ ..I=L.~DA .. 3~1:2 ~ ... (8~) 6-0 0166 FAX .. (8~) 6-0 64~ ~ , ~ j . ~ ' >l ' ,'" .~~. t( -.;. ~:i.'f- '.11-,.. .. .~ " ~.. /21'X4115TUD . 16'1 ole ~ ", , -,. A ' '~ <<:':..J______ - .,.----........,. GRADR '''Y/~)Y~'~ '~~b-~0V/" ~~"';)~ ~~~~>~ . '\./ '.-('\ ' (1) #5 CONT 4- 8' 4' ",'" 1'-4" 1YF'ICAL. Tf.1ICK~N50 .eLA6 eo~e fi\ OCALE: )"4"'lI'.~li.~ eCALE: V-4"S\'-0" TYF'ICAL 65AF<IN6 WAL.L 1D €>TeF' fF\ SCALE: )~1i111..0" ~ D'lNSCU ENGINEERING, P.A. e/,~ ~~~~l\~ID.~ I.~t. :.OtH~~~~~ ,,/ . . \ $CALI=: NOn!O.i' P~ e.KA ) PA Tn ~~ :I$..t}I\t~I); rIlE q 1205STD2 \j~1)4 199E .,::~~C.,:ION6' DETAI1..6, NOTE6' .' ~ " . ' . " r . .J~~779 A.r: .~. ~2' .J ., .,~! :~~:Y'~':!;;':"" .' .' .'.' , .. 'itJ./'!T::}c2"X4' P,T P!.'" T~ .~. , .-" ~~t"~~{;\{.,;,~":~'" · · ~. " . / ,. .,.. :/-.1\';" ;. ...!t;"_.....-......-......f-o.......'"t_..._-~_l~.,.-...-....-;o- \0" :1.}.~,;;"'>\;',.;~:'~,,<< . ..... -,', . . \'. .'. ~ '. ," " . ",~;",.....t' ""'/' "j:" -' "". . - . ':, '''.'''' \~ntj.:~.':~,T, }.;(/ /. .' ; '" . ." ." , ':" .; - "".,. >j;it~r:? J CAL..~'-l N Te~1 O_~;, NON~ e Et'A~ I N6 .,;Jj,\j',l,' ",\', :,<.:.~.":~",;'..d,,. ~,_'. ,,",d .' /'"::', '.' " '.' · , ,. 'to'!"l','':~}..._;-..'..\ ';~'. :' -t, '. "..,..",'...:.,.. .,;,,';' e.cAtef3~".\' 0'. ''f,:tiI>:g,~, :-'.:;;' '~:>. <"" ;,,.,, ,.... ~.';..:',..:;';~. <~ ',,:' :~$, ,,' .}. ".".'. ':S~_;.\~f1t+~.1.t:.~,~,:~,~~.:/,C,"_!'".:~_,:'u.t~::~.,_:J.,.:;t:: ,"'J..o ;:.:~~._..~,:;, '.,'~~" ::':: " , ,:., , ~-.. r -"C' . ~ w_ __ _~...,:.....~10-~~ ._.it."..~_.."~'"',r-'~~;}~J...;; ."'_....~ ...........,. .(" of AL. T5RNAre MONOLliI-4IC. F=OOTIN<::; i''', ," ..... ." .' , ,. . . .1: i~;~;'~'~,:::. '~~.:' <>, " ~~. . . " '<. ,'~ ~ ~ ;', ' ~ , . .:1' " : ,~.-~, <: ' ~ " , ~ ',,' :. , ."'/ ''', " ~. ~':. l" '. " " " ; " ,: ~ '- ~ . ',~ \. " .~.r .,r' , .. "~to " , I .,' ' , r' Xf" ,. ':. ,,'f!, . ,.. io" """.....~-".....,.. ~............,..,"" '.,.0<. ..,.~ '~.,.~f"'''''' :l ....~~~4"...,.,~~~' '. ; /;: .~ .~.~... ~. ;~. 'i,:, .'Co, I"~~< ~. ,..'., .,~~ "j :.. \~~ ..t.' ',~j ~ -;,.."r '. .' .,~ ~ .. ~ " . , 't 'i':",O ;~ :f " . I r0' SCAlf.: J/4'..1'-0. ,- ~ . ~', .' --------- - " ~~. '~ .. , "II _....,ii.... ....., ........... oc;;- I r\ -~ I /,:1 I < ~ ''I' .~ ',"/:.;' ....~ , .........-~.., "l':~ ~'"\ .{ .: ..'~'.~~"'.. ;:..;~ . -. .l. <.~ ........ - ..... <..,.... , . , ,20' ...0. MAX r -;~: (;RAa: 'SE~ DE T ;!~: ~ ~ OTTOIJCORO BRACING '.X,. MiN. S( . d w ... .... ...... --..- . . 9 ~~ .v ...e ----- --...- o I ---- ~~, - - - - ~1 ----~ ~l"f n_ [X - - -- - r- - - - '..~ <..) ..~ ... - -... --.. ---- ~!1 @~--- r--- ;f~~ L TOP & BOTTey CORD CAfRE END BRACING 0 ,f-O. o/e MAX rOR F1RST (.) ROWS Of mUSSES l o --:- " ~ O:;i .- '--' ., I r) " ,?~ O;i .- '--' a z w a. ::c l o --:- .1 ~ 0:::( .- ........ . ;-<2) j6d PER J01NT \ I NOlf: 1) SEE TRUSS MANUfACl1JRtR'S muss ENGINEERING CUT SHEETS rOR AOOlTlONAL PERMANENT GRACING TI1A T MY BE REQUiHEO 2) .1. BRACING !.fAY Pot USEO IN PLACf OF PCRfJANENT BRACING PR0'w10ED IT EXTENDS O\1:R AT LEAST 907. Of n~E '/1m. MINIMtR1 ~~AN~T r:UOO O'~~I~~ ~~ , .... SCALE: N.T.S. Of \. y \ . }. ~ONnNUOOS BOTTOM CORD BRACING '.x.. WN. /:STD, 90' HOO~'ONT #5 OAR BONO EAM I ~ I I d__ __ ,,~ ..~-~ ~ooo ~rN6 p;:rr All:- FILL CELL\ \ Vl uJ Ci ~ 'J- .,~ ~ -T----r- "... .._.. CONT, #5 OAR'" \ STD. (0" HOOK~ ~\ ,,~~~ .. ....,.,.,~=-=-~ ..~~.- I . J' "~'I--"~' -_-.--.'.~~. r~ ..~ -~ ~~ f-~ ~ ~-' ~~J~~~>1 ~ ~ ... \ -~ . -J"-'-- -T:"~-. ~. SCALE: J;.r:2l'-o. SEE STRUCTURAL NOTES AND NAILING SCHEDULE F"OR SHEA THING DETAIL \ /8ACKNA1L wi (2) 16d NAILS r2"X4" OUTLOOKER 0 24" Ole n ' W ~i\ -i.i \..SIMPSO~ H2.5 OR EQUAL I @ EA 0 UTLOOKER. : _24" MAX. I I r"L" BRACE TO EXTEND AT LEAST : 90% OF \'-lEa LENGTH (SEE TABLE) 1/ I I I I I I I I I J TOP CORD BLOCKING fOR flRST fOUR ROWS j OF TRUSSES 0 EDCES or SHEA mING TYPICAL 2")(4" PANEL BLOCKING @ 48' OIC For~ THE FIRST (4) ROWS OF TRUSSES \ FROM EA. END TYP. BOTTOM CORD A TrACHED Wi (2) 16-d TOENt'LS ",t-- X X I ~A8LE TRUSS ..,.--SHEA THING /' ATTACHED wi tOd NAILS 0 6. olC EDGES AND 12. ole fiELD I rSIMPSON HETA20 OR EQUAL ~kY. / @ 6'-0" OIC TYPICAL I. (II ? GYPSUM WALL BOARIY./.j ~, 2"x6" P T SILL-!/',--r' . . I I 1/2"C/J ANCHOR BOLT @ 48" Ole I I .1_...1 'C ~r -~ - \j ~~~~g~..6B ' ....of.; (NO .,M'K " 11'-0. M^X. . . == (Y. 'J.I f:\ tt: () n. :r. '/1"<> (/--1 Of- cor<NER ~ u 'f "") JAC < .. ..._.., ~~..--:.-r~. (Y lLI Z lY. o U . ~ , 1>'" eONO 6t:AM ~TtJro 115 CONT FROM FOUNDA nON TO HIGHES r 80ND BEAM YEt-Ir::-r CONNt:CiIO,'l0 .. HIF> r:f:.(AMIN~ . USE SIMPSON ETA20 (OR BETTER) CONNECTORS (OR EQUAL) o MASONRY OR SIMPSON H5 (OR EQUAL) CONNECTORS 0 FRAME WAllS . t-".. .I'"..... t " . ~~ p 1 1 V,VlT - . -' T ~ 1 . ec.AL.E. ~>>.l'..,,' . , .." .'" ..;,. :,.." .' ::~~ ' : ~-'''. . , - .-. --'~. ,--..- -' . <. . t, .); ~-;~ _' -- '.f' ,:." '\ .J.... ,- " \, ,. . ,- , ..- -', ~ \......., - .. . " . .,.. 'I' . 'T'~ ," ,". -' ,; "~ !l ~ ,_.' I,' ,..:" ":,t- >t.:,'" ._ _r+" "- . . - ....~;~_ 4- '-...:_ _.~=~ ~_~ ~-;.~-r..'t.~t:.:.:..:--:;r:"#'r$ CAST - CRETt PRECAST . :L1NTEL.. ' -, ,'- SAFE' LOAD; TABt{.:' ' . "";..',' · (EN'GlH . -~~~SAf(lOAO~iOON05';'PtRl,t~rAitfoOr'< ; . . UNrlllED Flllf.O 4::~;.{~.t~~~r '\8?~ 6.048 , 4'-6 (54') PR(CAsr -, 1,a60 4.81~ ~;.(16.rE'f:t~.~~' > 1.5h . ,\144--:-- ~ -to-J&41fPECAsr . . '., 1J.7.~~ .... (61~-"--- 6'-&'-(ls') N.tiA{r UM i.:!f.t)~- . f~'{~:'n~(6~T ' .' i,~~ 1.F\.'l'--- 1:_4~lr~f.'Pl..CA. _s.~_. 1.?2~ . 1:H1-~ ~~:6,j.!2SPR(~A~r- 922 d..l'~- "-4:J'J6 Fi\'(CAST aM --'.481----- i~O.J.t.(4t!'f,f~~~ 7~ (.>;),-------- t,)'-4~W) PR((Asr 651 i.ola~--'- _ W(I~J~~rrJt~Cf..~r-==- 5M 10~ - -- --!.4~r 1.~s:L h~T?E~_.~,) I,J4;~-= -'-5_:..4.::J'84,'LP.RfS.ll;ts.st;Q_ 510 _~---1.21~____ ~'!:!" <M1J~:ES.TF:lSS{U- ~7 ~1I _'!,:-_4rV'~?2.!R(~lR(SS(.o 28?_ - 1121 --1~~:=(~~J~S_TR!,S~O_ m In'! e----l~ -0 ~.64JJ1\~S_~~-:C.O_ m ~)-- ----14'-O~?M.l PR(~ffit:~!.- 226 ~t5 -_-= ~-------- -------~ -.- ~ .lOO'Yt 1N(()RI.IAnCH IS nA9'O 0. CAST - cPOt (r((j> C(){P) URA/IO liN;fls' ~ eA~,to ~ !{srs (,~)OC1TO 8Y ~RNf.R r. TlCfI'l'. p,[. ,.. PR(CAST llNlrlS l.IAY (i( SUPPlIf.O BY CAST el/Er( ~ Oll1(R OUILOJIIC COO( AP1'l':O'o{O PR((Asr 1olA.'-I\JfAC1\JR(Rs.. ,-!. ""'. ._~...... BACKNAIL WI' (2) 16d NAilS, 3ja"!Jx2 1/2-' LAG BOLTS @ 24" Ole T'(P, . , , 1l... ... rf.~4(" OUTLOOKER@24".o/e I WI 2) 12d PER JOINT , M ~,. RUNNERS " t- ~ f~ ~..lJ '11 ,.... I I I I I 12. MAX. I. I I I -- --l- - ALi~RNA'tt! i'tCN-Of<OP GAeL-S SNO OerA11.. r . SCALE: 1/4',.1'-0' ~ ~V ABLE TRUSS /,r" 12 ~ 1 .~~...- /" V .....~ "L- BRACE WI 10d @ 4" o/c (SEE SCHEDULE FOR SIZE ~ "-..... NO lOCATION) :, ~ I ........... 2"x4" LEDGER TO MATCH BOTTOM CHORD SLOPE OF" SCISSOR TRUSS A TT ACH TO WEOS WHH CLUSTERS OF (4) 10d NAILS ~ --:- ----------===---------~ t-. · I, .!. , ~-- . ::::::==== ..... X ::------. ~ ~::-------- ----------... ...... . ----- 4 -------== 0- '. ~, -------== ~~ ~~~ ........... I 8 ~3 . . . . .. . . . .. . ~. . . . . . . . eg_" .... '\ . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . .. .......,..... ............ .. .1-..... . . .. .. ..... .." .. : ..... .. . .. .. .. . . .. '. ...................... .. . . . .. .. .. . .. . .. .. . .. Ij" . . . . . .. . . . .. ...... ........ ............... ........... .. .. . . ..... . . . . . . . .. . . . . I' ...........".. ~................. It.. .. .. . .. . . . .. .. .. '{ .. .. .. .. . . ....... .............; ..... ....... ....... .. ........ ... .......... . ..... ..... ......... . ...........:.. . ..:. ::::.:.:.:: .::.:::.::.:.:::.: :.:::....:.:: .:.......... ............ ........... "r . .. . ... .... . ~ .. .. . . .. .. "'r ... ". .. ..... .. ...... ... . ....... ............ It............ ..... . . . . . It. . .. ........... ~ ....... It. . .. ..... -. . .. . .. . t .. .. . .. . . . .. ....... ! \ J- -- ~J~.~ '"', - ~~-=t'_""""",,-,"~",,''''-,,",~,,--,-_~-'''''~-'_',_'r' .' .t. -I" ~ -l.z~ t.l;:;"&.::cz~"r _....$1-~. ~ --- - I ! I i H )f "-<:ONT.U8EARING 9 U f"- --T-"" .& U ~-":*-=,"~""'Ii=~'-~''''''ifC:'''''''''-'''''''~11 ecI~'Ox ~A6~ f;'NO e~ACI~ OSTAI~ WIND SPEED 100 MPH. MEAN WALL HEIGHT UP TO 30'-0- SCALE: 3/4"~ i '"=""0" ~ ~V "- ABLE TRUSS I ../ 12 ~ ~~...- ../'" /' ~ '"L" 8RACE WI 10d @ 4" Ole (SEE SCHEDULE FOR SIZE NO LOCATION) ~ WARNING: IF THIS MESSAGE DOES NOT ~,PPEAR IN REO 'NK. YOU HAVE AN ~; , ~GA'- COpy WUICH MAY f\I(r ,J' ~ fRUCTURAlL Y AOEQUA ~ ~M 't OUR PHOJECT. fA\ W I ~~ ... Dl\NSCO ENGINEERING, P.A. '~ I e ~3 '~ ~ . . . . . . '. ...0.0.....0 tl!' .'. .0..... .....0.0. . oi" . It . . . . . . . '. .'.. .'.. ...... .. . . .. '.. . .. . . ... ~ . .. . . '. . .' . . .. I . . . . . ...-. I. . . . ...., .... ... ,.... ... .. .. 0 . . .. .. .... 0 . . . ..... ............ ............ .. I fi . . . . . . . . . . "l~ . . . . . .. . . . . . . . . . .. ....... ................. .............. ... .. . .. . . . . . . "\ ............. It ............. ............ ll' . . . . . . . . . . . ~ . . .. . . . . . . .. . . . . . . ". . . . . . . . . . .. ............ . . .. . . .. . .. . ... ............. .......... . .. . ." ." .. .. . . . . . . . . ." . . . . .' . . . . . . . . . . . 0 '.' .. .. .. . . .. It.. . It 1 . . . . . . It . . . .. ............. ............ f . . . . . . It . , . . 'I~' .. . . . . .................................... ............. .......... . ....... ... ............ ........... ............ .-.........."...... It . ............ .............. . ~ _ J _ ~~~ ~C]~ ~- ~l~~ -~ '7C" - .-- -~~~ t:'::':T~~: =f :::~ ~:;: t,:;':;';-.~:_.i,.:::.: . : : :.. 'j .'- .,,' n]=~.~~._~~ U~ ~'[=~--r~=[-=J~~-~=..]~~J."wr'.. " . ..0 Y' - ,,-- ~- - u lrr )---==:;:r:..._ . --r=r~-t..~, .....-:z-...a.::-i''''-.=%. -~u~-=-- .'0""'....1(-"'".,..::"".0....--:.--:. '("""""- ,. ... ONT. BEARING 1 ,I C!,b/~l~u~l? 6r::!.ACINC:.... O~!At~ WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" SCALE: 374":.:; l' - 0" A RrV1~lfO 01/21/1)5 f " TO TH( 6($ T (F nit: (NCIN(urS KIJO'M.EOCC ANO O(UH'., lW: SnfuCl\IRAL P\.ANS ANO Sj>ECIf"lt;AnON"i COMPlY 'Mn1 1'}<( ST.J.NOAAO avllOl~ COOt, ~cnON 120~ rOf( 100 tTlph WINO ZON( (,~~, EOlnON). . tHIS CRA'MNC ANO O[SlCN IS VAUO ,.~ '2 l.ION'lHS AFr(R !W( OATt IT IS SlCNEO ANO SOl(O, . SICNEO ANO srAUO 'OR Tl-i( ST'RUCl\IRAt. p~nON OF n-llS ORA'MN~ ON\. Y. /" "' - 10)': .. "'.IJ~ D ANSCO l' ~11 u .....' & EN6INf::ERING, PAl - . '. " ' po, eqx 3~t6 .. AFOlLO CEACH .. FLORIOA .. 33:)12 ~ .. (e13) 64:> (l)t.66 PAX .. (0\3) 64-~ b4<:n- ilL" BRACING REQUIREMENTS ./"'\ ~'. .,<, , , -j L_ . J ~~ ~ '}' 'II~," ~ ,lI'J..J" < . f, J> t ,... < I .... ~~ :'~~~J}}~~~~i)Lf,~~!~~~~ / .'. _ \ ecAL~D h~lj~iNJ)~' fOM.t;,'i C;<A~ .DA TE fI,J~~ .,.-' ~ .:..// I fit FN,\\H,. 1 ~'(,~)" Ii) , ~ ;t"': .oJ 1:"- STUD $PAONG 16" 24" (1) 2.)(4. \" BRACE (2) 2.x6- .L. BRACE 12'-0. - 16'-0. 10'-0. - 14'-0. NO .l. 8HACE 0'0. - r-~. o' -0. - .4'-0. 4'-5. ... 8'-0. 4'-0. - 7'-0. (2) 2.x." "l" BRACE 8'-0. - 12'-0. .1-0. ... 10''-0. NOTE: "L" ORACE MUST EXTEND AT LEAST 90% OF' WEB LENGTH TlRUee '6RACINa DET AIL5 AND NOTES , -'. .'..,". I ... ..,~ .#if " .. f ,:\..., ~.(, .-:;;t:. '", '1'._ ".,," . ,:9~' ,it-- J;',': '. . ,,,, Q. ,..~< . C ~;'j.'.'.-' ("" -; :\'t '~lJ 4 1995 ~, ~) ., ,.- . , ~., .~ ".... . . , .,.. .". '"...- ~- " ~ .