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BIN A-3 PERMIT 5219
r:.i - l[ 10)( ~ I-.M II. cJ=1-" ~I 1 ~ fJ l't~g ~~1 2-~4CFM. I z..1- <i ~TM '1.1 '- C~M ....--................ 12 Yo g hrr) I~ erN --Nr- ~~) ",I)i .4 8'/o.tf I-M ~l{! FI'A ,~ -, ~--~ ~ 1__[ "Bo ~ ~ \ c) 'f..l 0 'J..I t 3 3"J. Co rfw\ ~ \ \'i-..\\ ~I ~ ~~lC.rt^, :t= o o EQUIPMENT CONDENSER: TLu Ro ()..l/C./oo A H.. ~~_W_..~~_D~ AIR HANDLER: -n).J Yo;;..tj- 8 J ti r-- A. H_ Lf 3 _ W.~~_ 0 I '-t KW: S HEAT STRIP:yJ ~y~~Q.'2,.. TSTAT;rC041-AI~\3COPPER .el4 ,,_~t~+__ '---- -.--- .... RANGE VENT ~'I-- OATH FAN "<6 g_ CFM ...s-o DRYER V~NT ~, I 8Al;i FAN ___C~M =~_I I I OATH FAN ~. CFrvL_.......""--1 BATH FAN-___CFM f-Ar--IS VENTI~~G Y c_~_._ --,--~- ~.. . , <:i co DUCT R6 ASTM C518 FASTAP~ He 1:.' i "'"-~----""'~--I--. ~_ J l~~~_um~ ~,IR_~?><3G DUCTGOARD ",.............~,...-.-_~- ""'O-"'~....__~~.....l.., " ,. ""-... .H_PstAR!) , 1~'-SCAV41~ ,l..a " APPAl)'fiD BY: O/\IE: I '!-;A'~,~'lS, " 2.:2. 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THRESHCXD IN fU-L BE a= CALLK FRONT ENTRY SCALE' 3/4" . /,.0' , M:TAL GARAGE ()CCQ ~~ ELEV E)tJ-' AN JOINT GARAGE DOOR SCALE. 3/4' · 1'-0- TR'uS S 7/8" PARGE COAT CN ~ r. LATH ( Ill" SHEA fHll'G R-l9 2 X 4 DEAD- woev o 24" o.c. GftaE Ef'O TkUSS 2 ~ 4'S ~ 161 o.c. -- 2(6P.T.- F~LT i ' IIZ-~ I ' : ; EXP AN. JOINT TIE BEAM ---- GABLE END, SCfttEI I Ill" · "-0. " 2 X 4 STWS o 16' o.C . ) 6 X 6 - 10/10 W1RE tv'ESH - SEa....J<'E PlATE WI 1/2 · X 6" 'J Ba.. T5 o 4'-0" o.c. Do --c. 9 . co a5 RCV 2 a5 RODS 8" MONO-FOOTIf\JG SCALE: 3'4" " \'-0- SLAB FOOTIf\JG SCALE: 3/4' . I'-{y 1 X 3 RS. Tl<ltvl EDGE OF BLK. WM.l EE'J'Ot'D ~ DR! 'IE ~ b I X 2 R5. TRIM '- ~~8 TEXf. f \- '('w\'OCO 'X 2RS. lTJIM LAl'JAI BEAM TR:M SCAl Eo , 1/1" " " O. 2 X 4 S nns ~ . 16" o.c. WI 3 I/Z' SA TT 1/'6lLA TION . SEOJ<€ A-A TE W/ /12" X 6" 'J BOLTS o 4"-0" o.c. CCl.O - JOINT \9 8'-KNOCKCUT ax FILLED SCUD WI , g5 4" HOOZ U1T FillED SQJO 2 X 6 P.T. HEAD ~ - ATTAa~ED TO UNTa W/'~R AClUATED 0EV1ct:! JANBS WI ' 1/2" X 6" 'J OCt. T5 6" p" ,.........1. L I \: I V~ BAS3?lER GARAGE RECESS SCALE' 314. · "-0- GARAGE LINTEL SCN.B 314" · l'.O" DLRO-WN L EXTE!'.D 16" E:A SIl)[; OF CPNS THESE TV'lO Ccu<stS I X 3 fU<R1N3 STRIPS .- OVER 3/4' 11'.JSI.J..An~--- , ~ - -.---8" X 8" X 16" COI'.c BLK BOftM) __ 1 _ r WoaJ BASE 31/4' CQOt-.JlAl I - 1< 117 THICK PAP.GE COA T _ CEtvt:NlI; ,XiS FIN ~~~L fiN -~ . I X 3 P.T, : ,~= I -.----~h~~?~~~iT~^ j -- .' - u - -'. . - . ~ j j fOR Flt-i :-:; ~~- '-___._,__ __ _ __. ~~-E~:.._O ~O" --r---- _ ---- [>--+- i. -----'\. r> I ~ I L 31/7 THIQ( CQf\C, ;:AB ~--'-'--=-~=j~_.~'~~~. oj \ \ 1:;;'71/'7-' ..1.. '. ..,-1,' GR~E --~~'i-~ ~! - 2,500 P.S,1. RElf'r_ ~/~ ~ ~ I ,~W~ ,- 6 X 6 - 10/10 WIRE tv1ESH -:;> ';'}}'/. . . (- /~,~);.'t- 2 05 RODS OVER C06 POL 'rEHfT1.Ef'E,' ':~, -- 'J ','ili'~ vAPOR 'G.6RRtER ~ :- ~~, W~~/-0~'.0>'i'~~-----'--'-'_._---'--'----'--- -.. - ~a~ COtvPACTED FILL ~~ "..,,/~~~,/< "~)-:~ I . ~~~~~~~ TYPICAL WALL SECTION ----.-.------ --~---- SCAlE' 3/4" . ",0' '" \ AF'F-1<OVt: 0 TRUSSES Ai 2'-0" OC (DESIGN f()R 55 P.S,FJ / R-30 BLOWN --) FIBEkBLASS INSLL A T1 0l'J 2 X 4 CCNT. TOP RATE 5/8' DRYWN.L OR 112" DENSE ' CEIUN3 BOARD T,PICAL INTERIOR W.ALLS' 2 X 4 S TLDS AT 16" OC. 'ORA1'.GE PEEL' O"J IIL'DRYWALL 2X4Pf. PLA Tf: a' X 8" F5RECAST cae LINTEL FILlED 5QID WI 4 A5 RCOS I X 3 RS. TRIM \~VAfll'lll'I(.3: 'f nus MES~AGE uoes NO f APPEAH IN HEO tNi<., YOU HAVE I\N ILLEGAL COP'( '~"tHCH M/\ Y NO r OE S rnuc furH\~L 't .. l,oeOUArE Fon YOUR rHOJEC r. LlAtlSGO ENGHIEfaHl.tl, .'"J\. .. 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III ~.,Jf: __ _ I " iCO) h '~."L~' ""'" </ =, ' .-; 'II ' .. 0 '91 -/ I I P, ,"",,;c:;, "__!L J<-!--- II -- ,{' I , At'.:;; E:; ~'I ~: ; i --- =' ,t="o.E '~. =XZX:/,'.zI_, -. I I I '_2 CA'fJ ,,-(=-1A~) =-3.-'" "I --t I ~ ~7 ^/~ E~~ !I'll I _ * I ''91 '.... -~ Ii1l LX X'.2S.A"T"l'~H" ell II ~ .. "~cl? g: I, __ ,,"'i ~~ - I I t /I --~~___"r--1__--- ~ ~ _~ · I K ' " 4.1. ... ---- ,,' ,___ x. (;:8 -.-----.....--.---. " " " 4,4'~ 1'4" .~, \ ----1! P< : ~' II I',} 4, ,0 ----, - _, IX <fJ - 4',8 ~ I. . --------- 10'-0 _, __ ___ _ (p v, ~ rp ',"1 ~ll'>.'~ \ ..... .___n 1 X t ;f<7~ ve->f. L \l> ' 18'-O"________~~ r_ -\ ~ :~ I ' 1'0 'fle: l7ep,Hl-fYP: ) J I~ k> I }-- ( '\{~"", t----' I I I'----}L. I V 1,.J~,,0 (,tl'" \~('llt)< ! 'lIbx7",q:I~,."':.~.:,====~o== .---0', __.~___)"--_, I ~ ';;Il~p.?, N/>lA... tI 6\ \);L\l>> r D (-, o~;:-t~- _~ - I p..P-EIA,0 ~_. ~ 1,;l.7D'",F. - Id> l"-- Ii't-'~.'-.. 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I II 4-8.0. -, -,~ ,.~ --~--.~ -.",,- " -- -.~--.-I --..------- -----~ --- ------- '/" ---i 1&)'-2!3::....__ -, 1___- _._-------.._-~ -- -, -- " t " ____"'< _,__.. r ?:.:.e __ _.._'_ .___ I .. 1I " ~ ~ o~,,', __ 1 I Ii ~ . .J, _ _. ,_ ~ _~.~, ___._ no _~ __ _~__ "1 , ----r1- ~,~ I - \ I \S\ I I I ! j - - --,?- ~ il 1 ~{I 1 I ~ I I J) ; 'I I ~91 I ' I I I /---- ;(- I ! I ! I , I I I I I I - .{--1 , -'\' --t I :; I '~l (}) ~t I Di -"T- <.() '-' ,~ I I I -,t \ -:'3 - ., --' -- --- , I! _,_ ?:_~~c:.._ ~ -- - .----. I' I l' _________42.>:.9_____,. ______ _~---.-_ , pp..flO ~ rL-Of.J~? ___~J.'\( O_LJ'C. .,---::= - -ii- I I, - ~;CAIA~.: 1/4 -;; I ~o - ' .. . <se AND BElIEF, THI .H,..,. E.NGlNE.El\'$ KNOWUO PLY WJTItTH~,. · ra rHe ~,E' r OfTH( i",) $peclf"" rlONS COM '01)""" WINO, lONE ' . :"YRVCTYAAl. ~^N$ ~!.' sterlON 120$ FOR 1 '. .. ;. ;Y.\Ji~MOB\lll?IN~ COo'. " .. : M~' E9>rJ""'. ' · " MAS". "1.01' :" ""\" , " INlINoeD ro..., . IllS slON'D " · . ritl,,~wfs~v~':lt ~~~W Mfr~:E~::~3~~ttwANC. ro ., , ' tJ#l$,- 'I). "'.AWI~O' MV' .. MoNrll ".,001" , '~~ ~~~'~~ANO" .~"HllI W.,. .ORTION OF THIS ORAWlN~ .. - " ... "1 8 STRUCTVM~ ". ' . ..' ('SIGNEt> ANt) SEAHO ~qR_ Ii .' o' .. , . ., : 'ONL y~, MA ~ I '995 BIll .' ,.- REVISIONS BY .. r- \( u)\\\ 1.".\ ,{\ o. \D OJ ~,~1' _ 'r Z\::rfl -{ ~ ~) /- \lJ r-... d ~ ~'\, d.Q- l~ tl ~ -.\ '-1' ~ ~ 4. '7 )- -\ti ~~{h >U:1~~ ~~z9\lJ:{ L. \:- ill d:4. 'zJ. ~ -~ ~ .{ \U ;{ g <) ~ '-1: ~.~ '-=. - ~ ..u " ..u Do "J D. -L L -z tC .or( ~ ~ ~r~ L \-~ -:) ~ 4 -~ tC ~ \\... \)\ "'Z o ~ '> ~ ~) ~ C) ~ \- 7' -. DRAWN vt,Pb1 CHECKED OATS 1),. 7-~'9? SCALe YAP'"'>! ~~ ,JOB NO, SHE8'T 2~ OF l..? SHESTS ; '-.' . , ;. ',' ';.' .-.'.', PRECrslOtH'RiSS \18 $Ta~A ;.J-.co~ I/--J(., P't?,.!t) ?/P~c..4 ~ (.r'(Pl'-t>- t... ') --,-_._--- ---- Iz., (or"u'; ) '-j? -------_._---~._---_..--_._-~-_._---------~_._---~;------~--...--------,---.....-._~-----------------------------_._------,.-.-- --- -----------------------------------_..._-----~._----- ----.~---_.~- -------.----.--.... ..,- .....-----------_._-------~._------------------ 00 ~L_J P)t:-A~) - -- D D ~~~P~l. tJl~_ --"f- I~I.{ /:: / // // o L <Af'>iKt :01N-I CN1Al! ] I :~l _I I':' -'l'~ i{: , "..- i _ r pt-.1fO .--i ~~~~._.-_.~~~----,-<~ ... ""Soil'" 1ft. 9" 1J"J.~t..;J.-,. --~------'---...~ , _. J [---] I'" ! L 0U/'~O{1Yf'IU'l-) 7 L_ _. ~.4-A____...i:.>.!.>ilW.'R~1r't~~ -0 ,..... I . -(1) ~ ~ '-J /- FlEVISIONB BY HIP fJ.t,t<.. CA.?tP-:)~~ 'fP./U~~ OJ)I ~fS.1'~^l,J() ~ \ ---, - --f---- -- ,\ \ J I , -- ~ ,- "I - ---~ , 1""- I 1 " I ~ ~ I "'- -- ,:r ZJ t' ~.X' 71 - ---,/, I - ,/ 7~ ", - ~z~k: ti\ ", /lJh~,s.~ 1 ~ \~/ ~ I p ut4r( J ,~~!,,~ IN (1E:'~~"-1'1 l ~~1,'t'r1 e '1'..1" A'b. e. ~o 4" At-JIN. ~ I.. po,,) - ~.:J. Ft.. ~7. ) . " - -- - -- - - 4'.{)1l Ffl..-Af E. ~i 6 !t::l ~ I ~ r co~ve N1 \DI'~^L- F= ~\At-l E:.- ~lNit..~ IN 11 f;, e e^,r-l (u-t1fo M ~V1e? : l) 1--..10 IN16-~(Ort) ~e."\~l~j(:l ~l;'\'t.t,..cJ~ 7")f'(v!tp-l,, r;eAP;!N("1 Hek:1ltf ,g,,~'~o" ,\~. S::IN. Pt.,P-,. ,",>)fP'-€:-- e.tlUl,.,j~€:.P.'i6P yWP 1'p..tJlh~ e Z.t'OI~' ..n1'1..,Ut;J} W~1f'NJ'( t,lt:>r 0 1h.A~.WJ(,~ 10 f)6 r::-, NA l- # " ,-, .... 'L :x: ~ ~ -l' - \~ "J... ~3 . \,,-0 c - ()....~.. \:s. _ i: .... V-L ~ .( - , .-:; "-J -',.. .3. ~ '. ~ 1:' '{: J " ~ L ~11XW (1'(f'ItA~) / , ~. / t/; / 1/-- - /'-- - ? VI 1---- I /1 i -,,< \ II ---~ 1 11'4~1 ~! ':'1 ) j ,,- 1% I)Y! ---~ Y1 I I. l~- -- ,-- blf'10e h 'f~L1t)~ I I ~ ,- - --. ~ --- ~ :2[-~~ -t ~ 7 "'- / '" V 1"- Y --- ~r \U D \l'\ .u \'0 -- ,1) ): s 1 ~ \- ~ Z -{, -'-.x \ti .t:. ~ ~'\ II. C) - ~~~ 1 ~ I ! I ;.+ ~~ , I ~!---- - I r=l ~ ---'--- I ~l " ~,- uw J,\C.Y- Cr'~'.P'-16;1.., (~,LllJ7 (t~l t7e'1~At.!<.) ,,- J~r k! No-re. =_ t-;e.e ~Htt'f "1;)1'1 fc~ "r;:OrfIO~I"t.- 'W)LJ~~ 1..-;-.'(001 INrOJt,Mr\'fIOt'-J. . -(~)tJ?h ~A"(OLJ"'r -;':::A" ~ = I Te/~?~-a lr- -" [=~~l [--J -_...-- ] ----^.------------- .--_._._...._-_.~-_._.-------~- ~-----"...,...._-~_._-~.~..---,,- -......-..... _..__.- -------....---.----.- ---- ------~-_.~_._-- -~----_.--._---- -,~ -----.-.------------------.---.--..--.--------.---.---,..------------------------~._,..,~.---~-.......~-.,.--....~..... -. -.- -.---...------....--- .-..- -.... ..........,.. ---------..-~-~---- ------~_.~~,,~..- ---_. t 10../(.. - ~~~...--lI"r-......~.....,.......I:';;a --~ 1("--I4Io.....~~WItiA..._...___ -_.~~~==::-_~::-:-=~_._,-,= ::.~ -- ---- ,-,,- -.-.=--~~: --=--~=-=-=-:-~~~~-:- ' . ...,=.~.?:""".... . -_.'--,---- .--,,-------~--- -_. - ~ ' ------ .".-- ..----.'~'____h'______~___-_~. ..~~-- -_ __~==:==.=~_=_=-__=._::~ rr - --- ----1'1 ---- r,-= CID f(-- ----=---==-=.----. .. --~~..-::_- ~-, III ! --==- [~DDDLJC]DD ::i 10[1 LJC roc ]CJOD~ !:L I DO PDDO[][JDD ~:-~"~~7 C;Jg.~~9gD ef'ND -- . ~1(:;1J.-~1 01 De. J reD]l ~ .oft _ ~ II ??f!Jt-CO P:P'IO~JI ------~ _._-~_._-- ~..~._* ~.1)...~~,J...b..~__~...~!I... :r C.....,. -~ S) \- ~ ~\ '._,.} ~) 'tC () ~C \\\ \~ X \.\J \- -, ~ '4 ;:-) ~, ,\" '-) \~ ~X1~P)IO~ b()~VA110N?) --~--- ~~i IA~: 1/41,- I ~o l' ... Oa:lAWN rs yg=1 CHeC;:KI!C oAYS ....1. ..,. "1 ~ r,r /...", -1 '? sCALf! v~rt)I~~,) ,JOB NO. J>" SHeBT 5 " ,~ .- OP & aHsIIT~ J:;.", , <' ''"'':.' ":i.~""<'..-:::.' -',':~ OO;:-'C--:.,-C"-"- -,'" -.",- . ~_~Al' ..,. 0---" . ..----..-'-- ',-'-'- , ~ RBVISIONS BV ELECTRICAL NOTES Bedrooms: Smoke detectors shall be added inside and outside of each bedroom and wired in series per NFPA 72. All rooms: Receptacles shall be installed per NEC 210-52. Outdoors: Receptacles shall be in stalled per NEe 210-52(e), 210-8(a)(3) & 410-57. Bathrooms: Receptacles shall be GFCI protected per NEC 210-8(a)(1). ..~~ >--1'" ~,'~ \ ?1~ ~~~ ~~~ -~'!'I:'"~;a:~ 4 ;1 r:;J ~ ~' /;Y' /1 .~ ~I j!! -------,..-t.---.--_ /' - ---- "- P If 1: .---=-~ ~', ,~ . / \~/ II': 5.) ~ 'y'- '-. ~ 1. / T. .' --~..-: --~~: I : \ i ~~ [2~5ZY.SJ ~ ~: ----- / -./ I~ .J ". <".to ,. L It" 'I / / .~ ~ " t=-.oj -- ~ ~ ; HI: 6~~,.,~ i:~~J~ ,-' i~{'/ " pj I , ' l--' '. -.,./ \ \ I I I ;~) , . ___..n. O\_ \ \ \ \ \ I \ \ \ \ ~' - --- --- h '----- - ' --- ---- - '--. - ", .' , .........-- '''''~--''- .......-- -- ~ '",~ ~,'" '~xm \ ~.- _:~-- ::Ff=~---~ -",-:=:::~~=C'" .. e.;:::...;;:: ~~:;;=,:.:r;-- .. ~~=lll---~ --- 1 -.---- "-'Y~~~L/ ,W-U ---:i--.--.:ho ~_=t 1 I \ II \ \. '" \ itf. v. I' I I ,.', ,,-... );:. , I 4',.{) , i I 'k------" I I I, I - -gp~t.I'-"':'~f. -~Q- @: u ./ ./ /' (, ~~B'(A)-(?)J 9ti<t- '\ ::J =-" - -- -:..:-::..:.-=- n '" , "- II \ ._f,~ (t),i;- _J 'j;'~ ~ ,1. > " / , ~e : / ,~ ~. "~'. .,' \ \ \ \ ., .~~-- d'P, ~'-- " . ~ 8 ,"J, [l _ / -- ---9- I}- r.e., INAj p..f'f:~' ' ,- - .-. - 'I / i~ .. g~ C111-.. v P-J . 0 r. \ ,_4 . ::1 ~ ~ _\ tiQ1'~ : ;':'10 4 ?,2~(b) ZIO~B.(A.) '(l~) V'e.~'lr:'( nl(t--JE..-~\~JJ)1.Y 1UK. LDC,t.\:flOt-J<.. . FANtt..- 1 11t1f?, -~ ~ LC ~ ~ ~ =---=:.:::-:::-_-:::..-:-.--:-:-:-;-::=-:::"-:c-.--::::,:c:':::._::-:::: ::..-;.-::-:-:-' -:::: =-~=----:-==-=--=---=-==-=.J > . ~ 4-" ( . " ..' ~".~ 'f.'; ~~86"( Vi I (.t\L..- ?;tAI..e.; 1/4"<'1~(.!'\ ~A'(O u"r Ir:OP1~p) .~1~~~___~~j~D_ 2jO~SJ~fG)J DRAWN rtlP&, CHIlCI<BO DATa ~;:z."4~ SCALa V+~I'..df .JOB ".10. SHaST ~ Off b SHaaTS 1 ;:'; ~'. :~.' ,...~ ,- ' 's:' ~_-~ f'A{c~16N P'PlESS'l'~ STS~A '. .; :"" ~ t ~' '. ~.: '; ~ - ~; j '-'b \;, ... ~ .. t:.1. t'; < , ...." ;~ ..I' ,', f'....' . \.. ; :}. ';' ",-"/< t ,\. .~- I ' ," " r..t .po '", " lJ: : l ..', -' , . ':(t' ,/ \ " '$"'" :. ,-.... <1:: ),' __f i\' .": ; ,-" .,' ;~' :-' ("J n. n~ ~\ {f:<' ]\'" ,~" ,- '" r." ~.. - ~." ... ~ ."'.-' ~._- ') "" '.' ' '1.-., 4 tt ... 9}::)~ 1.',;, ~:;";' ~'i';,;..' , ~!,/. ' ~~~-'~\;~~'; j;)" , -< , ~" ,.' ~.: }~':," ,. ,. ,;~,,"-,'-'.' ~';"r';,; . " .'--' ~:~\<"", " ,- :... r;:" - , ;, , .' ....... ,Y ,,' >- ~~ _~ ~ V) ""'" :J:::'> -(: ~'- Z ~ ;::~ ::l::o::"- b ItJ ~b I<SOI ." _ 0... . t"'):I: . ~ It ~ .... <f 5~ C'~ :.x:: .:d) .. ",. '< ~ ... , ..' ' "'. I. 1\ ' _.~'~I. - -~-~ - ._-~ r - ~-~ '" 1 ~ __ ~i f.,- -~~,.. . ~ ........:-.- J.: . , , 1. ' ./ !' " I - I----- ........ I-- - -'0-, '--, , f~' v' , ... r.. ,,'~ / ~- .\..IV.... ., V . V ,....--;; J' y" " _/ '/ t "- 0.,,/ ~~, ~ 1/ '/,\ Yl I\.. " I " ,....~~::\~ i" . " .' \' \ , . .. I A' .- , t3 . " ,f .. 1 ~!' , I ~ ~ -- . -:.., , -.... " ... SI!JPSON liS AT -\ [ tACIt JOINT Tl'P. .' ~1f ----- '~I ~ " Tf:<U&B L.A YOUT ,..9tI__...~ . """11III"" ...... " , .' \ . J\ , .. -, . '.[(- ,j 'VV'_.. ll/ _.~= = /1 ~ -~_.- : 1/ j '\ ~ 1 ~ f.-,----;-- j t~ '.'h ~~_~~ = I ~ =-_ -:-~ = i P>j" ~--b'~ =- ~ / /1, t't . ... ---, -- ~ ... ' T"- . f----.-, - / ~ f; ~~~:' . ~~- ~ Tf~~~ -[ "='~ /7 :'. ~;= ~: : I K . I \Q~Fi3~:-'IQ~=-J~~9f'--- '*~~[~.r'r'CO~~J~f~"r~l~:-r~~~~y -'FX~~. ~~R.~ s TYPE LOCATION ,lOS, _ . 2 ~!t4_~_ ~-1.9d_~ 1'~: T1 __.- __.__--f.- ..--- - ...__1.~{! -_...~~t~~---' . 2. ... 2546 32-1,O~Y~-1 :~~~..=~__._ __~_.-~~-,-- .,..._,~_1~L __._ --.-.----...- --~..--~------'-----= =-.=~.---- ---------..-~---. ,-,------~-.,-'------ :----1-- -'-'-2820 46-16<i ----T5.--- ---"'-F~_____. ,____g~1__J19.~s.,g~:_~-..r_~,--.-. .------- 2546 -32-10(rx1'/2~~ -,.--.-,-'-~.-. --..-.-'- -B .. 2437r~. H. E. TA 2 O. . ...2 ~.. '.-.-..------. - ~ --"-,,,,- -.-,- .-----...--------.- _-.--~_._"--- --P.~-...,...._---~-..,."_. --.-.-.,-.-..-.--.----- ------.~. - ,,' __ ~_:_--_ ~ , --' --,--~_._-'--- -----1-- -------6250 32-10d ,------:-.--~.:-- I----L----'- ---5208 HT T22 -' -,- --.~ -----~ ---:'--'d r . .......-- ---,----~-- Ij!OV 32-10 - ---~-----h-'~-~-R-.---.-'-4265 HTT22 __~ 1._ _._~~2Q \-aUACFOA-~ NOTE: ALL OTHERTRUSSBRG-:-CSOONNNMECT-$tI10l2NF-~~RF~:~~U~~~~g: ;U~G TRUSSES. MASONRY; OOlJ8LE SIMP . .. , ON GIRDER UNLESS OTHERwtSE NOTED, APAClTY THES{: TRUSS UPUY.L vA~~,g~,~F3?-,~~~I~ CQ~~~Ef}}9N-9-_ --~~~--~--- ._-~_._---=~ ~=~=~----=~~.-- ..--~- ~~'''E-T-A''-2-0'''~ ~."f-'--'---f160 lQ?lQ..~~..~!~l" - -A-NONR Y .. ,.,_,_._-,1--------'-.-.- M v\ .. . -..,,--,,~~-,--"'-'-..."'.,.-- ..--..-- ,. -,~.---,.,,- -----,,--=~~--'~=~== .-,--..--.-.-.. -.'-M".T'.S---1-2----'.. --'-.f~. .----'--.-:-810 -14=-1 Od -xIy?', --_...~_._+'-- ,,-,-- -.-----...",-.----.-- - ".- --'-- ---------' -----...-'... \ TIMBER . .. ___..__ ------,-- ." ,.. - -..- ----. ... ----- -' -- ----. ~.-,,'.~ ..--- ,- ..--.- - ----'-H-.US-;;;6-- .-,,-.-- --------1" -.-. ,-~ ----1550 - 20 -:-16'dx-3;~9'~ .-OIRDEFf.------ . .. ... . ,.._... "Co,...,...,_________ -. ..-.------,---,-~.--...---- i-'boUbio'connecfors-to-be-pface<rdia9,0It,aIlY t~,:~php~~~;'Side of the truss which could "" 00 not drive nails through tho truss p a e on force the plate off the truss, " / 1-. " , , ,~'... ... , , .. v "': PRE - f ^O CHiMNEY CAP flASHiNG &r~UCTUF<AL. NOrs& 1) emES' \ 1.1 STANDARD BUILDING CC<< CWCRESS INTERNATlWAl (19')1), 1.2 BUiLDING COOE REOOiPEVUHS rOR REINf'ORCfD C0NCRETf (ACt 318-89) 1.3 AME.RICAN $OCiE TY (f IJVlL ENCiN[(I~S ViN,!JUIA DESIGN lOADS roo BUILDINGS ANO O~(R STRUCTURES (ASeE 7-88). ' 1.4 SPECifiCATION rOR n~ DESIGN, fABRICATIW AND E.RECTION Of STRUCTURAL STHl rOR BUILDINGS (AISC 9TH EDlTlON). 1,5 "DESIGN spronCA nON rOR UGIH lIE T ^l PLATt CONNECTED 'M)OO TRUSSES" BY mE TRUSS PLATE INS n 11J TE (Tpt) 1985 EOInON. 2) DfSlOl CRITERIA: 2.1 OM1UNG fl.()(,JRS - .0 PSf uvt: LO"O, 2,2 e^LCONiES - 60 PSf LIVE lOAD. 2.3 WAlKWAYS,.. 80 PSF lIvt: LOAD, 2,4 ROOF' O\l[R UViNG AREAS - 30 PSF LIVE LOAD. 17 PSF (7 PSf' T/C & 10 PSf ole) DEAD LOAD FOR SHiNGlE ROOfS; 25 PSF (15 PSf T/C & 10 PSF a/c) DEAD LOAD fOR CONCRETf TILE ROOfS, 2.5 MNO - 100 MPH. PER saCCI UNLESS NOTED OniER'MSC 2,6 NET UPLIFT O(AO LOADS 10 PSF SHiNGlE; 15 PSF TILE. ./ V2" .t" BLOCKING ($[E I.l.&.NUf. SPECS / FOR MINiMUM DISTANCE) / EXTERIOR F1N1SH If t Vf'RE-rAB WiI,4N(Y /' mOCKING., JJIO POiNT V /' 'M1EN CHiMNEY ExeHDS 6'-0" /' IN HEIGH T - ' - - - - - - -/ -. - - - - ~ - - V'/2" SHEATHiNG OR 0,$.8, ~2"x4" STUDS t} 16" Ole MAX, GAl'l, ME T:" flA~ING-\ ~m CRlCI<[ T.J" \ eECTION ',A-AI , f A H ACH BLOCKING / TO TRUSSES w/ $IMPSON AJ4 ANGLE 1)l)ICAl / - g /;~~[! I . (------. ~~t- " 36" MAX. SlOPE ... ", J) SOIL: 3,1 MiNiMUU ALLOWABLE SOll PRESSURE 2000 PSf, V{;ALV. Mil. fUSHING TRUSS TOP CHORD 4) CONCRE Tt:: 4,1 CONCRElf COMPRESSI\( STRENGTl1 AT 28 DAYS: 2500 PSI (NORMAL 'M:IGHT), 4,2 REINFORCiNG BARS: ASN MIS (GRADE 60). 4,3 MLDEO 'MRE FABRIC (w,w): ASill A18S. 4,4 DeTAIL RfJNFOR(fIJENT IN ACCORDANCE \'IITl1 ACI 315, 4,5 CONCRETE CO\1.RACC (f REINFOOCEMENT: FOOTiNGS ,r BOTTOU AND SIDES, 4.6 EARTH SUPPORTED SlABS: (INCLUDiNG EXTERIOR WALK AND DRtvt: SlABS) J 1/2" n~ICK MIN, REINFORCED 'Mni 6X6 - 'N1.4 X WU WHf AT MID-DEPn~ Cf $lAO, nOCRIJESH "'''Y BE USED iN UEU Of W~ AT CONTRACTOR'S OPTION 4.1 CONCRETING !YERATlONS SHALL COMPLY 'MTl1 ACI STANDARDS. .8 LAP $PUCE SHALL BE AS FCtlOWS: 15 BAR 25", 14 BAR 20", 13 BAR 15", " rRU€:>E;' f=F<AMING= NOTe~ 1) All CONNECT10NS PER SIMPSON CATALOG C-95H-l CONTACT ENGINEER FOR AL TERNA TE CONNECTIONS 2) LAYOUT WAS PRODUCED OY THE TRUSS MANUFACTURER, AND IS SHOWN ON HilS ORAVY1NG FOR REFERENCE ONLY. J) PRE-ENGINEERED WOOD TRUSSES SPACED 0 24. Olc TYPICAL, UNLESS NOlED OTHERWlSE 4) SEE FLOOR PLAN AND ELEVA liONS FOR ADDITIONAL ROOF INFORMA nON. 5) TRUSS LAYOUTS AND TRUSS ENGINEERING PROVlDED BY mE TRUSS ENGiNEER T,A,KE PRECEDENCE OVER mE TRUSS LA YOUT AND UPLIFT SCHEDULE SHOWN ABOVE. IF TI,E LAYOUT OR TRUSS VALUES ARE RE\1SED l3Y mE CONTRACTOR AND / OR THE TRUSS PLAN T, DANSCO ENGINEERING, P.A. MUS T REVlEW AND REVlSE THE PLANS AS NEEDED, . SIMPSON STRONG TIE UPLIFT CONNECTOR HA12 ETA16 ErAlO -, HETA20 H2,S liS H1 ...TT200 YAS HD2A . HD5A . r-' HD6A . CAP ACITY 580 725 \160 1845 39. 432 884 3787 990 2715 3705 4405 FASTENERS 5 - 10d' x .~ 8 - lOd x 1 1/2 to - lOd x 1 ~2" 16 - lOd x 1 fit' 10 - 8dx 1 1/2- 8 - 8d x 1 1/2- 14 - 8d xJ21l' 24 - lOd x J" 6 - lad x 1JL2" 5/8-' BOlTS Ji..", SOl TS 7/8"~ BOLTS LUS26 f------- HUS26 935 / 1045 .. 8 - 10d x 3- 1550 / 3205.. 20 - 16d x .3 1/2- ~- HUS28 2000 / 3775.. JO - 16d x J l/2" A35 :. ----r- MTS12 MTS16 1,4 TS20 500 1000 1000 1000 12 - 8d x.....!.Jfl. t4 - IOd x 3- 14 - lCd x 3-"- I. - lCd x J- ".'" - I' , CONNECTION CROSS-REFERENCE*** · HUCHES MANUFACTURING, INC'" CONNECTOR CAPACITY FASTENERS T A 12 500 5 - 10d x 1 1 J 2" TAt6 601 >-1' - 10d x 1 1) 2- TA20 902 9 - 10d x 11)2- a lPTA 1500 15 - IOd x 1 1/2- HClH / RH 494 8 - 8d x 1 1/2" 1---____, c-' HClH / RH 494 8 - 3d )( 1 1 /2" NO COI,(PARABlE CONNECTOO NO COMPARABLE CONNECTOR 950 8 - lOd )( 1 1/2" 3265 3 - 5/8-" BOlTS . 4385 3 - 3/4"~ BOLTS 8050 2 - 7 /8"~ 1 ~ 1 1/8"' BOLTS 861 / 2854 (18) 16d7 Q) lad 1438 / 3000 (20) 16d / JIO) lOd )( 1 1/2- (28) 16d / (14) IOd X 1 1/2- 12 - 8d x 1 '/2- (8) 1M X JJlL {12.L'6d X 3 1/2- (16) 16d )( .3 Vi' - ~A21J EHUH26 SOUTHEASTERN METALS MFG. -=-: ~--~- CONNECTOR CAPACITY FASTENERS TAPR28 no 5 ... 10d :( J" TAPR210 865 6 - 10d x 3.- "-----.- TAPR212 1153 8 - tOd )( 3. TAPR216 1585 11 - 10d )( 3"- HePR - HCPL 520 (8) &j HCPR - HCPl 520 _ __.--i~j-= NO COMPARABLE CONNECTOR ----------.... NO COMPARABLE CONNECTOR 940 6 - '9i!_~_~Lr. 3165 .3 - 5/8-~ BOlTS 4265 3 - .3 4"i8CUS' 7900 2 - i1a.~-- 1 - 1 JL8~0l1S NO COMPARABLE CONNECTOR NO COMPARABLE CONNECTOR MS r--_AD2B · AD58. AD 7 A . FA-J AOS-2 ADS-5 ADS-7 (HUH28 2013 I 4200 NO COMPARABLE CONNECTOR 731 910 1172 1172 (~_ 8d_-= 1?t!~i.~}J12~_ -+~L~j_~_~...!!~=- \8) 16d x .3 1/2" fA6 RT12TW RT16rw RT20TW 580 605 1----. 906 1208 FAP18 RTP18812 RfPl8816 RTP18820 ,---, . MiNiMUM)" MEMBER .. REACTIONS ARE FOR ROOF lOADS ONLY ... DO NOT DRIVE NAILS THROUGH Tl1E TRUSS PLATE ON THE OPPOSITE SIDE Of THE muss. 'MilCH COULD FORCE THE PLATE OFF or mE TRUSS, l. rr I I 0 =---- 'I Of;::' ~I 0:;: ~ -.::::, ~~ ~~''''l''' :::: .,,..... ... ~ ~ ~:;~~I 0 '.~~ '~~ :::::::;., -" ~~V_~ ~..::t1~ ---- ~~.~.;.O..-~ tf/~'> I , ~ 1 ~.'[~~' ,..-;cJ , ; .:... .1Ii\':"'" . ...", . trl' .. .....!.. 4. MIN. EMl3fDMENT SEE SCHEDUlE fOR ZE AND OOANTITY Of' FASTENERS 'f'YlOlCA!.. aTA / I-+RTA MfAl1 ..t\TfON ~~:J'''''' ~ "'''''~J- .......-:: ,J',.?~~ ~ '. '-.......... . .' ) J. RTA / "!:iTA iN&T~' ~ MI00P.AN 2")( BUILT-UP COLUI,4~}-", '\, " T <<J~ '----.THRU SOl TS AS REQUIRED ~ BY MFG, rt( ,~ "~~ "':'I I "J. BOLT OR HIl n OR HIL 11 K W1CK BOLT II WI 8" MIN, EMBEDMENT AS REQUIRED BY MFG. ~- I I I I I "~'U~~. . . i .'~ h\l~.(l .' . ,0. o'~ ,1 ~", '.]':J T GIMF>eON GTr~~1G TIG ~O .- .1 S PSON MTS12 @ EA, CORNER DOUBlE 2"x"" BlOCKING SCALE: 3/4"::1'-0" r 5) MAS()t.;RY: 5.1 DESIGN ANO CONSTRUCTION SHALL CONfORM to TI1E SPEClflCATION Of Tlif NATIONAL CONCRETE UASONRY ASSOOA nON AND ACl 5.30. 5.2 WN!I.4UM MASONRY UNIT STRENCTl1: f'm 1350 PSI, 5.3 MORTAR SHALL BE TYPE S. 5.4 ALL BlOCK CUlS AND CAVITIES &:LOW GRADE SHALL BE fiLLED 'MTH CONCRETE YtHEN sm.. WALL IS (,REATtR lliAN H" TAll A80l.;( GRAOE, 5,5 fill CELLS wI (1) 15 BAA SHALL BE LOCATfD 0 10'- o' o/e MAX, AT EACH CORNER AND EACH SIDE Of OPENINGS CREATER mAN 00 EQUAL TO 6'-0". 5,6 UNTELS SlIPPUED 0'( APPRO\l[O MANUFACTURER: 1) fECP /eAST-CRETE CORPORAllON 2! PO\\tR CONCRETE J AlliED PRECAST 4 LOTT ... I- ROOF DIAPHRAGM NAILING SCHEDULE - 100 mph ZONE (::)l_.. _ .- _ _ _ __ _ _E-'O('ClJ~E.. _ _ _ _ _ _ _ _ _ _ _ _ __ _ _" _ _ _ _ _ _. _ _ _ ~ ~ +- ... ... .. $IMPSON MTS12 @ fA. COONER r I- PRE - ENGlNEERED 'WOOD TRUSSES ... I- 6'+0. f., , -r-r, +- 1ft PRE -F AB CHll.4NEY ASS(~8L Y r +- .....-- / .....-.......... 1/ " ,I \\ /' " IV_ \ I II " II " ~, ........~,- .:: .; " b-'----- ' 6) wooo: 6,1 'rVOOO SffiUcruRAL fRAMiNG JJOAB(R$: 12 SOUO-t(RN YEllOW PINE (UNLESS NOrrD OmERWlSE) \~TH AN ALLOWABlE BENDiNG SlRESS (fb) PER NOS-91 ;:: 1250 PSI AND A ~COOUJS Of ElASTICITY ;:: 1,600.000 PSI EXCEPT ST1JOS 'M-l(RE $PF S1'\)O OR CONSTRUCTION GRADE MAY 8f USED, 6.2 DESIGN, FABRICATE AND ERECT W()()O TRUSSES iN ACCORDANC( 'Mlli THE "DESIGN SP(ClrtCAnON FOO LIGHT MET^L PLATE CONNECTEO WOC() TRUSSES" 8Y TI1E TRUSS PLATE INSnJ1JTf, 1985 EDITION, HIB-91 AND OST-88. 6,3 ALL EXPOSED w<x() OR WOOO IN CCtHACT 'MTl-l (ARTH OR CONCRETt TO BE PRESSURE Th'fATED. 6.4 ROOf $l.,[ATIiING: (APA RATED EXPOSURE 1) 1/2" PLYNOO) ffi 7/16- 0$8 MINiMUM SHINGlES OR TIlE 6,5 UNTREATED '//000 SHALL Nor BE iN DIRECT CONTACT 'M111 CONCRETE. SEAT PLATES SHAll BE PROVIDED AT I3[ARING LOCA TlONS 'Ml11OUT 'M)O()EN TOP PLA 1tS, ~ t ... +- +- ... ,A +- I- I- +- +- + ... + ... ... + , +- . /6 .O~ l/ , --r-: + t + -+- -+- +- + -I- -+- ... -+- /t t .+- +- t +- -+- + + r ~ + t +0 -+- t r -+-,-+- t + t t t +- i., +- . +- ~ t r l' I, +- t I I t I- +', t ",t 1 t. ~ t +- t "-RIDGE UNE + I- .. -+- ~ ~ t + ~ ~ ~ ~ ~ ... ~ 1 8d COMMON NAilS 0 6' Ole -- .. Ole @ GABLE ENO'NAlL OR GABLE muss ~. \..'2"X4" 0 16" o/e MAX. /20"0 BLOCKING TW. 7) IJICRO-LAM lUJJ8ER: 7,1 IJICRO-LAIJ STRESS GR^O(S SHAll PROV1DE: Tl1E FOlLOWiNG MINIYUY PROf>ERnES: E '" 2,000,000 PSI fb:: 2.800 PSI Ft.. 1.850 PSI Fe::: 500 PSI (PER1='ENDICUlAR) Fe::: 2,700 PSI (PARAlLEl) Fv:s 285 PSI tYPICAl. Cf4IMNl"!V F>L.AN , .. ".. SCALE: 3/.-",1'-0'" . I 3d COlJ.MON NAILS Q 6" Ole WCt.S 8d COMMON NAilS Q 12" Ole INTERMEDIATE 001[; I) <]I STJlU(!1JUL ool{$ flJt ?lA ~u; T[())(.A n<m. 2) f)lO .(tt rs ~ M P.OCI $I {A lHtfC '1l'tl ~ STAWU> mD 0C"ClJIl WR fRA.\A)jG \lXU lJ'IJ\fli'Ut'ICi: IF THIS MESS~q~ DOES NOT APPEAr~ IN RED '''IK '~;(;U HAVE I\N ILLEG,\l COpy WH>'I~ . d MAY NOT BE S fRUCrUR"U \;' . ADEQUA rE .'.OJ{ YOUR P.~u,j::j.: f. 01'NS'~O ENGINEEfltNG. (~:\. tOCA nON Of SECOOl)-'\. H5 '\ \.. --- l\ /' /',,~ 1111'" ~ vi," :::ij;; <.:~~ ::::~' '.f" ,~ '(" I,~~~l i'" ' i 0- ~~~~ ..... .....:..:..-.. ... .. J ~I::::~::::::'::. '\ ~ .........................:..... "" ,:'"-...~......: -~.- TYPrCAL. t4ue rN-OT.AI.J...ATfON ,\" ) ~ "- fJi ~ ~ lffi ::::: ~ft ~ .,;> . .j ~ ~ :Y-.j1 -~ rrplc;AL 14& INf>TAI.l.4TfON' . . ~~ , ~~o ~* J :r........~- .~ -~ , '1/<~~f """leA!.. MTe> !NeT AU.ATfGN \ ~ 3/4" -l BOlT w/ ~: '~EM6(DM(NT ,~~ V :;~ 'f"YlOICAL. MTT20~ IN~TAU.ATfOl'J ..<l ___ REQUIRED SAFETY GLAZING IN HAZARDOUS LOCA nONS (RE: sac 27012,1) 27032 HozarooJs Locatioos . 27012,1 The followW1<} shot be coosiOO-ed specifIC hozordous locatioos r~ the purpose1 of 9klz h1: , " GI1zin<) i'l i'l<1ess ood ~es$ doors except toI<<Jsj~, 2. Oozing in fixed ood sli.jtlg IXJIels of slidtl<} (poll1) 000' ossemblits ood P<J"Iels in SWtl9K19 doc:n J. Oozing in st(l(m doofs, 4. Oozing in an unfromed swin9in9 doors, 5, Oozing in doors ood enclosures fOf hot tubs. whirlpool$, SOJl'lO" steem rOOOlS, h<llhtubs and ~wefS. Gozing in ooy poftioo of 0 blJldin<} W<I" endosW19 Ih~ comp<rlments where th~ boltom edge 01 the <jOZf'l9 js less than 60 W1ches (ISH mm) ol>ove the <Iron fllet. 6, Gazing in 00 individual fixed or op{1'oo!e panel O<1pcrot Q dOO" where the nearest 'Wtfti<.j edge is within 0 24 inth (610 mm) (J'C of the dOO' in 0 closed positioo ood whose bottom edge is less thon 60 ooes (1524 mm) above the flOO( {)( W<l!king surfoce. 7, Glozing in en indiyj.jual fixed {)( opcroole pone'. other than those l<<otioos described in item, 5 00<1 6 oboV(". lhlJt m~ts oR of the fol1owin9 condition~ 1. Exposed oceo of on inoNi<iJQ pone g-e<Jler than 9 sq. II (0,84 m2) 2. Bottom eojge Ie" lhoo 18 in<.hes (.57 mm) above the floor . 3, T<'P ~ 9ft\1ler lhoo 36 inches (914 mm) obove lhe floor 4. Coe ~ m((e walking surfoces wilhM, 36 i1cl1es (914 mm) hoozootlJUy of the plooe of the ~lin9, 8. All glozing n romngs regor<Jess of <lea or hei<jlt OOo'le 0 wo:king surface i1cluQl"ig slructural oolvster ponds ood nooslrudurd in-fiR P<J"Iels. '), Gazing in 'M<Jh and fcrlce' eoc\Qsing indoof and outdOO' swrnming pools where the bottom edge of the gazing is 1) less thoo 60 inches (1525 mm) above the wciki1g $lJrfoce 00 the pod ~ and 2) within 36 owes (914 mm) horizontally of the woIkW1g surfoce 00 the pool siOO. This ~tOft <W!y to singe rjozing O1d 011 pones in multiple 9Iozin<}. . TO ll-lE BEST Of THE ENGINEER'S KNONLEDCE AND BEliEF. n~( S TRUCruRAL PLANS AND SPECJrtCA 11ON'S caMPL Y 'M TIl ll-lf. STANDARD BUILDiNG COOE, SECTION 1205 FOR 100 fT\ph ,'(,1'..0 lO,...( (1991 EDInON). · nii$ DRA'MNG AND DESIGN IS VAUO FOR 12 MONTI1S AFTER THE DATE IT IS SIGNED AND SEALED, ~. SiGNED AND SEALED FOR n-lE smucruRAl PORnoo Of nitS CRAMNG ONLY. , r 1Z~tlSe.P lflJ/h:.y{";;,!(:A "", \ D..... E.'..'.....-r .~ .. . ,. , It ,j~ 11, f:.) ~ . .f. D AN5CO ENGINEERING, P A. 10.0" ~)( ~~t6 .. APOLL.O et=..ACH .. f:LORIDA .. ~:3E)12 ~ - (&13) 6-0 q)166 FAX - (a13J 64t> ~'W e'~AL SU^,I~IEH IIILLUUitDERS ecAL..~n:D ISL1\ND iOr~..6.J!N a~ :------roA11: f/13ffl FilENAME::t 1705srOl \. d . . TRU55 l-A YOUr, NOTE5 '~41995' '- ,9~O7.7~". 61 , ~...~.............. ,- t ~:'\r!ffY.(l~;;~:~:':(f>('";,I.-.:',...;;.::''''.~'':;'~ .,~.. "''s', fj~:.;:J,c";~~i';:lc"'\I-';',\c, ,,~, ',' ',' f. !}.', ,~?:,.:..~~~:.~;;:~.~-~,,~~,,- '-,< ',', -' J, ~.,:i,. .',~:':,~- .?,.,-~"'.' <f ~ ':t. .."'- '" t" -. ' ,,~t.i~~,P; ,'.: ,'~' ~. t~~' . ',' -t/:",. -:-:"'f.f " ." '~?lri.'-;?{;.:':' 1- ~.:. ..,;.:V,:,~.!.'.l': t;:.., . ";t ~.'\;;.~""-~'* 1::; :0:":#\;"'- ' ~.",,; '\..;' I, '-'~'~';~~ s.. ~Jifit~,;~,.."r,..'.'..I.J,.,.",~'..,. " ;,;W; .:~ ';, . , ~>,;..il'11~ ~\V.~),::.; !.-; ,,' ~;~;-:~i;~ ,. r 'i' "t~ . ~., 1 ' ~ ~ ):~~-.ji~' ,':~,.~. oj i.lf,~;~" ':' ' i. ~~.-"l':~l~::t~.'.<-;-i.. I c,,~ : ~'.~-".,~~'~~f .- t~{~&" ',. · .,:. ;~)'-#i -- to' ,,,,,~: "v~,,;';, f~~;~f:-_~~,':~" ;': ':~. .' .,,-',~ ',,'; ;~~:;t " ' t,~,,~~~ .... " i.-1,.,.:.~..~,;!,,'...,.~', /; :~ . , d ;~": , _ > _"'~ ~~.,j.,. ~ _..'i ,. ,. .r ~:'~-':;'-'~'-- -;" '--en ~~~~~$~~~1;>>~,t ~Y."':_ :;~,~,,'~. r~'; ~ . <::;' .,i ~ t . ,'. .! .'_~}:.._J.; ;.......:' ,-. '~, " """. , '. <( 'A ""," ," '-'" ;:' , ' , '., :.''- ., <;--,'- " " .- " , ... '/ .. , ' .' ,.j . " ,". 12 1 ... 1 PR~ ENG1NEERt:O WO TRUSS @24tf O,C. MAX. TYP) VARIES 5 L8 ROOFING FELT (SHINGLES) OR 15 LB FELT . UNDER 901l{or MOP (nlE) HURRICANE ANCHOR @ EACH TRUSS (SEE ElEVA nONS) ~~ wI MEfAL PL. UNDER EA. TRUSS "" .'.' .~~SfiINGLEs..9~~~~~~R,nE_TILE ____' . .~ 1/2" COX PLYWOOD OR 7/16" O,S,~, M,IN'0 'xv. tf......... ~ --_~ELEV. VARIES., -----~K, 'V~\ \ , ~ ~ 1h'.P' ~v~ ~~ y~ I ~ (~ "--ORIP r ~r(~ ~~\;-.. ,J~. ~ ~"'" ~) ~ r y.') _ I- ....V "('\ : t: fASCIA BOARD ~~ \\~ - ~ \,\ . f: ;: XV STD. 90. HOOK ~. ~ (SEE OETAIL) - = " t - l- f- , >;.(> \.- cYj' ':'1~' ;r -1) ~7 VI; ~\>" -a"x16" KNOCK-OUT BLOCK wI 1#5 CONT. & FILLED wI L- I 2500 P.s.I, CONCRETE t:: ~ t" VARIES f Vl8" C.M.U. TYPICAL t: I::" ~ ~~/TYPE "5" MORTAR L~ t: I- ::: . - t: 3' ~ ____ (1) #5 VERT. IN FILL CELLS f ~ _____ z ~ (SEE FOUNDATION PLAN & NOTES) ~. ~ .. .:i cr .....---4..x4.. INSPECTION PORT AT 1.1 ~ (/) .---- EACH FILL CELL TYPICAL ~ 11 r""-- j AVlTY CAP " .t :1 w ELEV 100'-0" ~ -- -'- _4- -....\ ----- I '" . ...., A · -}---- ":.,. ~ ' TOP OF SLAB 1 6 MIL ~APOR 8ARRI~R ~~>>/%~~ { ~~~~ N ~ T~ . HEADER BLOCK '/"<<f...~ JI I ~W~~ :r , /)/ ~'\./ / 14 I D-:-)%"%>-%~%^ ~ · NOtE: CLEAN POISONED AND COMP , /('./ I I" ~~,,~(.~" N filL ALL CElLS BELOW GRADE 'M,EN S01l. (95% MODifIED PROCTOR . .~" ..." ~~\((j . ~ 'MiEN STEM WALL IS GREATER THAN PER ASN 01557) _______l.-"".i-'- --rt\ . ,~~~' O'J 24" BUT LESS THAN 40' A80VE: CRADE CHAIR J./ · ':'\. /, //. '/>, STO, 90' HOOK../' '-2- #5 CaNT. (SEE DETAil) "-4" -} 2500 PS CONC SLAB 6X6 W1. 4XW1.4 WVIF OR FI8ERMESH ", $ '" '( ,;( , <'" '.L,.,:' , ~-~f~ ".. . ~~V,!{'- }: >','c/ " ~~"f~~~' ~~ i , t,:t:tC it-,' "'.'-' ,.;,-~...11:"; . ~~'.'; ,';';, . JS._:;:: \!' .' {~:~~f'~ ':,' . ;J.~1' }.'~.' ~'. ."f'C "'... .':; ~".': ,>' '-,,' ','f):Jflt~- 'T ;})t~;~ " '. ~(J.i~~}"~' .: ~f.f~{ J ,.f:, ; ,", 'if. ~:.~f'[~', '\;'t' , :Fi/ ,," .~ TYPICAL. WALL &eCiION - fA\ &cALE: 3/4".1'.0'" S ~ f . TOP SPLICE OUBLE 10d <1- -0~ C:rr~J ,~ Rf:INFORCI~ 6AR\~' >-., (9" /' K~ . '~ '~ K, "-BOTTOM SPLICE OVER STUO . 10d @ 8" O/C v ~Y" ''0,'' , -to; NOTE: PLATE LENGTHS MUST BE A T LEAST 8'-0" lONG, TYP 6AL , ./ TOP PLAiE 5F'1..ICe OeTA!L. , #5 5TO. ~<2>. I-iOOK 't' : ' .ilcn-.;.....~;w-~'7" --J~r":;;r.--.--s..:~ ~ \. ' J ..' f -,.._~-~. -~ --c '" ~. , . , ~ I OCAL.E:IJ/2rll.I'~e>11 .' ,-' " ',,""; - .... ,,{ ,."" ':'-~.. _..~--. . ~ ~' , , , , , l,-, ~ U LJ. \ re=- V BLOCK WALL BEYOND ,H,O. RECESS EXPANSION JOINT, "'~'1 ..Y...~~.tf- ~ ;- #5 CON T., : f ~ I I t A~. ~. ... 1'-- }/%"/~ \ , ' /.:~>::~)/' ~~~,}~." ~~~~' <~~. A. ~~~ '/~"//'/.. . ?,(~\.~ "<~;Y~Y>>>l' ~~./ (2) #5 CONT/ /,,, //, //, "-4" J( (:3 '/2" MIN. ~~I ~l PRECAST LINTEL (WI (1) #5 CONl .it/' r-' - fOR OPENINGS GREATER lliM~ 6'-0- SEE WlNDOW 8UCK~ PlANS fOR ADDIllONAL REQUIRED REiNf".) -r.../ I r -- (J\' ~-\--rl r'-- Y j ----ALUM Vv1NOOW 1 IrAULK @ EA. W1NDOW ',/ r PRECAST CONC SILL I i t.. - ~ TYPICAL 6ARA6E DOOR Rt=CE:~o fB\ ecALE.~T~. .~ NOTCH UNTIL \lt~,ERE REQUIRED '\ f"OR CONCRETI PLACE~ENT I .p~N~. ~~ND BEAM wi (1) #5 .. ,. ! ' I -'.J . !' l ~}_ . ,-I '-.--' '.. 'rJ., I ... '.. I, . , , '~- . .. 1 . [ ., J .. . ' - . T f! STD. 90' HOCK7: I T r 1 LPRECAST LINTEL wi (1) #5 CONT. ! r (UNLESS NOTED OT11ERMSE) II 1fT I OPENING ,! I I r I 1 VFILLED CELL WI (1) IS '-"RnCAL./ 'If T l:1Olll1 Q) FiLL liNTEL AND ALL CELLS ABOVE LINTEL. @ VERIFY TI-iA T ALL REINFORCEMENT HAS BEEN PLACEO PROPERLY. TYF'ICAL LINi~l.. ASo:-:MBL Y ecALE, ~T~_ l' /2"X4" STUa @ 16" Ole SIMPSON SP1@ 80TTO'\ r~/2"~X8" ANCHOR BOLT@J.r./'"O/C & SIMPSON SP2 @ TOP wI 2"~x3/16" PLATE WASHlR TYPICAL PLATE ~ I rWNF I .. ~ / I F." ' ~ - ----------- .'/~~~. · > ,...-__;i:__~;~;~~,~ 1/2' M~ J ,~>~ I .. ~( 0?>>< ~/ ~ ,,~, (/':</-~/-.~: ~,,0 (2) #5 CO~ T. ," /~~')~);J>" ~~ri\/2';l I<'MCK BOLT II , "' " WI 4 3/4' €MBECMENT MAY NOTE: 8 1 -4 8. BE USED IN UEU Of' AN01CR SEE TYPICAL BEARiNG WALL $f{p-J( .{- BOLTS. fOR ADDITIONAL INFQRMA nON iYPICAL. INTERIOR Br;AR1N6 WALL (Z\ GCALE: 3'4"::\'-0" \...~ SEE UPLIFT SC~:=DUlE \ FeR UPLIFT CONNECTlON5 \ t. ~ DOUBLE TOP PLA TE'-0l ~MPSON SP2 CONNEeTCR~ I /2"X4" STUDS 0 16" ole zV . / ' SCALE: 3/4":1\'-0' RECESS FOR S.G,D.~ _JARIE~k_ _ '" rWWF I ~ ",- . 6.i' A It I ~ t=' ~ ........--:-"----cr----~---I o "- A ........-: ,~ ::-. __t- ;- - -A - - - '. - - -. . ' · ;;~~').';/ to 0j\.. "{"V ~ . · :. ,,'::(0" ~7-/Zl~~v / ~// . A"~~)/ (2) #5 CONT, :\:t<<'~f'<f; .,' .6 TOP PLAT~ . ' V2'X4' STUDS" 1(," OIC " (0'\ SCALE: )/.4"~1'-"" \"'SJ.. eL.AB oT5P .t Rt;C5GG Ia) 0.6.0. ,', .~ -1 '.,:;, ' ~'} " I;{~:, " ._>-:;:'~-~i~~:'; (, ~ :',{':;. "'... .~J/ ::/9;,: ;(........ :!..... ?Ir~~~:~',~ in:~l ,:- ~;t;,~::/'~ '~:;",lj' " ~(ty'" ~~~;;!~: ?\; Jy~~:'~'\ #t,,1'N;~~r .v'.~ _._,:<:l,....'ft,f".f..". i/~:,,';"':~/'~' t'~<, /'i~l.;,J',-{ ~'.;~~.e~:'.: " !'\ /WWt ~f_ D . ' Co "<; .... - - - - - - - - ..,. - - - - ..... .. ...".. G R AD E ." Y~~~~0~ ;:.~ '>~'0y/" ",,- ,<,,;)~~' ~~ ' \..//:,~ (1) #5 CONT 4" 8" V211X4" eruo . I~IO OIC z o .--;1 , I "" "cO ....... f") . " : ..- 2 "x411 P.T, PL.AT~ / ......-..vI . . ~ . I f; ...-:"'- - -- - &-.... ~ - -. - _t...l. - -_.&. - --..--,'-- , iYF'ICAL iJ-1ICKeN50 €>LA6 e06e f?\ SCALE: )~"21'_01t ~ ,TYF'fCAL INTeRIO~ NON..SeARINC1 OCAlE: '~".1'-0" ~ ;J; .r .('~ ....... to . / (2) RO\~ Of" 2x BLOCKiNG ./ AT THIRD POINTS Z (1) #5 VERT. IN FILL CELLS - r:. t\:: (SEE FOUNDATION PLAN & NOTES) ,,~ :: - . 4"x4" INSPECTION PORT AT ~ -"~ .: EACH FILL CELL TYPICAL = :: - ~- . .:.,.: Z - -- :i 6x6 W1.4xW1.4 \Wv~\ ~ t:. ~L z OR FI8ERMESH - i'..'~ I ~ . I - ~ s.1 '-, == == -:-~. A ~ ".', ' !\~~~?H ~ADE to I /,,,y~',, ~~ .. >>/~ ~--l 6 MIL VAPCR BARRIER ~<~ /, .. ~ . ~A <~<< 9 z '\. r? · c. · . .,," y~" ._JI~ CLEAN POISONED AND CaMP, / ~ /" /" ~'-.- / , SOIL. (COMPACTED TO 95% MODIFIED ,'\] >>-::')->",,> '- STD. 90" HOOK PROCTOR ASTM 01557) I // (SEE DETAIL) 4"1 1'-4. ,/_.:.--.(------,( '" NOTE: H{f1 1/2"1J K\'vlCK GOLT II W 8" MIN, EMBEDMEN T MAY B USED IN LIEU OF ANCHOI~ BOl TS. '\.;-- I "<t' -l'lr- -t Al. T5RNAiE MONOLITHIC, r:OOTIN~ . -4 TYPICAL. B5ARIN6 WAL.L ~ Giep (F.'\ SCALE: .)~"21'_0" ~ SCALE: V,":: l' .0" ,--'- -... -~_. "--'-". , J, ~. ::;-,~-r :,,'~ -~~-1 "~...:r"'-:~- ;~, ' ,,'-, '~ ~............,~' ...-- '-- J\LL CELL W/ #5 VERTICAL / \ 3) .. ~ '/ v ~ V X I /' /' <1 ~ <J \.... a ./ ~ r ,..........~-,~'. -"~':.~ ~ .;-;-'~'~T7~~--~~,-~" . .~~;;--__",,,,,:..~:..--:_.._,'-- ...._:--_:~~~~;_~_ t, '.,,: ' , ,', .',,','l' 1/211~ X 6" "JII BOLTS aNT. WOOD TRIM i-' I ~ -~.~ ------------- --- l - J u 2"x8" p,r, WOOD JAM ? ~:~ DOOR AND CONNECTION PER~ ' GARAGE DOOR MANUFACTURER TYPICAL. C1ARA~e DOOR TRACK MOUNTING DEiAIL, SCALE: ,}"=1'-0. I > ./ :. -1LE .uGV./' DAle '- 04, 1995 \.. , I tJO PC CONC. SILL I , ICM~' 08 TY~ICAL. 5E:CiION iHRU WINDOW ... Ll 5 ""'I J J SCALE: 3/4"=1'-0" j2"X4. SruDS @ 16- o/e -t-n II r~' ,-- " LOAD BEARING CR- ift- Jr /8 C,M,U. EXTERIOR WALL '\ : ~ /DOUBLE 2"x4" P. T. sruo I LrI ~ or T Vi5 VER T. IN FILL CELL ~ f r 1" t n.~l.--1/2" x 6" "J" BOLT '1? r .--2"x4" P,T, PLATF I ~ - YI 1 1 , J 1 ~..:=l-v ~ f- _ _1_ _ _ _' _ · t> A I -----~----- ~ · '..1. ~ · · A ,16', It> . A, A. C> ~~~~~~ " . ' A . ~v<<~"<~,<- , _ I ' ~ /,,%'Ay>-y' ~~~~~~~~~1>>~0' /, / /, / /,,/./"-.//, />,/ //, / FRAM5 WALL TO C}'1.U. WALL CONN6CTION ~ r:/2"~X8" ANCHOR BOLT @~4" o/e WI 2"~x3/16" PLATE WASHER TYPICAL SIMPSON SP1 @ BOT. PLATE OR SI~'viPSON MAS MUDSILL ANCHOR ~,.i @ 48 O/C W/ 6- 10d x 1 1/2" ['-t ri~ /w\VF , I o ~ t ..: t> II ,........~-~ --~--.-;""--"''''''-'i~ -----~-----Jt C>. /).. / T '- _ C] 1/2' Mir '>~V~. .~ : '4~~/Y 31/2' MIN. , ~'0,,<~<"-.'<~ :-<(~' 1..." /'\. '/ /" "'-/ . / (2) #5 CON~ 4- ' 1'-4- - ,L-J(- {~-!, WIND\ 1 \ / LDOW 6UCK ATTAC>JED WI ed NAIL5 ~ 8" O.G. MAX AND FL 2000 OR EQUAL GLUE '" ~~~~;;::~0ffi ~~ ~I\ - ~~ I .~ ~,~ <-,~~,., ~~ ?~~" -::'":~~ ~. : ..... ,. .\>~~ . ~31 <_ (I . ,," ( ,:~~:~~:': '.,\~~, , 0 (l ~_'o ~o.~ ~o;jj;W '- Oim~ecn otrcne" Tf e MAe ~-" ~ ). '~, ,. . . ~', I ~1'~ ~~t.o . ~ .. V.: oImpeon otrcne - iie MA62J , " 'I J\ II i'11 1\, (1 . D~ ES NO r A Fi)[ ",,:; I ~;i"J~ ,~ESS^GE ft VE AN IC11~G' ,1\ 1,r.U l,lli, \/OU ^ " y - - J ,~' (f) ( , ' I Ivl f\JO'., d'." 'I'il ,A'I AD I L' .rn""l " d QUA TE F-" (,", /UJ:;<I OR 'r'OUH ;,~. , IJA ISeD ENG'~'E~ -cHING "} r er(AL I 1 ... N '4$".... 20" MIN, LAP ---s;:-,;r..r.:r;.-- r .-. --' - J . . .Mt..."r-."^I'"-........-....~~r-~.,..x....-::. ~~---:V:-Tr--ry. ~'J OR '4 REINFORCING BAR ' t ;:~-!,,~;LbA.E' &~E.-k ~.~ t- 25' MiN. LAP , ~\""9-'-:=:-..-<=~3:::";,,;..J. U." 15 REiNFORCING BAR ~AP 5F'-Jd~.5; J: 36" MiN, LAP ~~~~-y..~ ....-:.c:::..T~....~.T.-~~-r~..-,. ,~_., ...---- .........""-.........,,_r'--...."'~....~~,,_ ~ \.~ REINFORCING BAR .!~J..AP ~1~.E 16d NAllS O~ 16" Ole TY?, " ~ " 2-SiMPSON lSTA'8 .. ~ ' ~" ~ ~ --..;::............. ~SIMPSON SP2 .. r'~ (TYP.) , ~~ I~~" ' roo ~.-c ~ , ~ 16- Ole EACH fACE OR 3-RC'NS r- 16d NAILS STAGCfRCO @ 16" Ole FOR 2"xlO" OR GREA TtR HE:AC(R \ '-DOUBLE HEADER WI 1/2" ru TCH PLA fE .~ / SINGLE 2"x4" /CRIPPLE sruo ~ TYPICAL /2"X4" Sl1JDS TYP. () O.o~ OOi? !v,t Iv c , (~lMPSGN HD2A \/1, 5/0'~ HILTI KIJIK SOL T II ANCHOR 'IJ I 6' EMBE DKENT U.N.O. ~'.'T' OOT. PLATE ' ....< '4 ~5A05R DetAIL · UP.L1FT CONNECTIONS REQUIRED AT LOAD BEARiNG WALLS . . TO THE ~E$T OF' ThE ENGI~EER.S KNO'M..EOCE AND BWEF. THE STRUCTURAL PLANS AND SPEC;F:CA TIONS CCVPL Y Vv1 TH THE STANDARD 8UILDING CODE. SECTION 1205 F'OR 100 mph W.iJD ZONE (1911 EDITION), ' . THIS ORA'MNG AND DESIGN IS VAllO F'OR 12 MONn~5 AFTER THE DA TE IT IS SIGNED AND SEALED. · SIGNED AND SEALED fOR THE STRUCTURAL PORT'VN OF' THIS ORA\\1NG ONLY, ' D" " r DANSCO ~. . f ~ ENGINEERIN~, P A. F.o, eox ~~t6 .. AFOlLO 6EACH .. R..OR/DA .. ~~12 ~ .. (613) 6-0 <<>166 PAX .. (813) 6M) 64~ '" SU^'~~II~~JlJLL l~tJJ~P..EJtS lr NOTED V13ffl .' , '. . PRA1.lN . eKA fiLE ~ 1205STD2 .. .I~tANJ)i , ,,-; SECTrON5, DETAIL5, NOTE5 "I'. ?S077~f' ; 82 ~ ;;1.,,~.~.j,~~~,f,I,'.~.~~.~:~.'.~~,.~.:~.'.i.-~.,~ . "'1' :: ., \'~', ~ ;~. ' ,.~.~...~~,~.-t"~rA'_~"^ .;";'?f,,,. '." . . Of.': "~tf;-~~~~{'t> - -. " " ~~~~t ~[~~'::~'/':::"v, t~~t~ '::,' . .".): ,I' .:!~~i~;'.;\ . :~f?~r>,_'~,::(:'" ; ~"I'" ~.. '-' .\.;., -," :.t ,. ' > , , , ," . . .. 20'-0. MAX 20'-0. MAX r-.~':-;R-;,~ stEDETN~'~ ~ ---.- rONm~UOU; OTTO!.4 CORD BRACING 1.X4' Mi:l PC ,I . _.. _ _ .. .. _ \ _ .. jlJ 8 .. - - - - ~'1 ~ .v ..c . ... -- --.... --..- 0-";' 0 .' ~ I ~6 .v 0- .. ====0-;11 .' ~ z ? C>~ w . ... x - - .- .-= =- - - - - - - - '~-'?l o .~r ----- -.-- ---- ~!l 91~ t\ ""<I' J. r:. T - - - 81 L TOP & SOTTCM CORD GAGlE END BRACING t) f -0' o/e MAX fOR flRST (4) ROWS OF TRusses , .- I. I ' II 1"- " " ---~-----X--- " 1)------- l/ ---[/---- / / / / - - - - - - - - .- X ,- - - b( d w :::-.. I K "'~ . ~ . '"'.. " c ,,' (\Y(RIAP TRUSS I3RAC1NG '.' PRE-ENGINE(RED WCOO TRUSsr.S\'1.. _: H___ ,'- - .--- - 6. OVERLAP : . . J, " AI lE^~^~E TRUSS .. -r---- "}-l'l ',I 1,1 I " ,', i:, '. fi . \MiN'MUM (2) 12d PER JOINT\ ~ ;, UlN:lAUI.f 1"x4' muss ORACING o z W 0.. X ,t-'. ;:A ..~'< .~~ I '-MiNIMUM 2.x4" CROSS BRACING (sn: PLAN fOR LOCA nONS) . o -";' .1 ~ 9~ . -i'''' I ..'.\0 1 ..J. ~ .', . ;.. .~-':--, j; -" ',~ , ' .'.,';.- -....". -.- -- - , ' ;,~ l;:~.', . ;, :,' \<<;,.: ;. J:j{;;',,\; . ~ J 1 , :\-' ~~~:;.;}.:; ?r;;,S'~:' " .;" , ~2) ~6d PER JOINT I I ' I"~ I rt-i. -"" <<I 1'.1- NOTE: 1) SEE TRUSS IJANur ACTtJRER'S muss ENGINEERiNG CUT 9~EETS fOR ^DOfTlOI~^L PERMANENT GRACING THA T lAY BE REOO:H(Q 2) "1" BRAClNG MAY l1C: USED IN PLACE Of PEf\!JANENT BHAClNG PRO~DE.D If EXTENDS O\1:R A T LEAST 907. or TI,E \11'(8. MINIMU'1 ~AN~T ,T:-:UM O~,l\CI?\'I(:!~ F'~ , SCALE: N. T.S, \ I \' I ') '-<:ONnNUOOS sonatA CORD BRACING '"x4.,MiN, ;'5 - :,:',' ,muco ~ORACJNC, ~~:~~r->> O~ A,tt.. CROOO O~INO D;!TAIl.. SCALE.: 3/4.'''''-0. SCALE; J/,f:21'-0. , \ J ~. .#"': ;t~.'~:<.., -,.( ~$ ~ .~l. ;~, ~ f~', ...k' ; . ,.' > ~\-, . :.: , \.. ' ~ . :),:':,'~"'~: :., ; .~,}:' 'It!';: ;t, '":~~,:" \::::',4:,: t~~! i _~,: i,ll" '., , ~ '~~~"'~'~ }:~'" 'i'~{~,' ';..,.,,/..t;I 'f' . tOY ;p~j~:: -/t?;:~,: .. 'Jft'ih~' I: .;~-'..~ f~r~!~;{ ~-~'~~' .,-~. ,/ " 'sn: STRUCTURAL NOlES AND NAILING SCHtOULE FOR SHEA HIING DETAIL SEE STRUCTURAL NOTES AND NAILING \ SCHEDULE FOR SHEA n~ING DETAIL I )~ . rl ' TOP CORD BLOCKING FOR FlRST FOUR RO'N$ j OF TRUSSES 0 EDGES OF SHEA TI1ING TYPICAL \ (OACKNAIL wI (2) l6d NAILS , r2"X4" OUTLOOKER @ 24" Ole II / '~j ~\SIMPSON H2.5 OR EQUAL I 0 EA OUTlOOKER, 1 I ;':.:'2','x4" PANEL BLOCKING @ -18" Ole I -' ',-- FOR THE fiRS r (4) ROWS O~ lHUSSES \ t r"L It BRACE TO EXTEND AT lEAST " FROM EA. END TYP, 00 nOM CORD ~ 90% OF \\lEG LENGTH (SEE r AOLE) . ATTACHED wi (2) 16-d TOENAILS I t , '[t _ _ ~ VCA8LE TRUSS GYPSUM WM_L [30A~D/ / I ....-/-SH[ATHING 2"x4" LEDGER (MATCH BOTTOM ,I ATTACHED wi .lOd NAilS 0 6" o/e CHor~D SLOPE OF ADJACENT : EDGES AND 12 Ole FIELD SCISSOR TRUSS) / BACKNAIL wi (2) 16d NAILS r2"x4" OUTlOOKER @ 24" o/e n / W ~ ~1\SIMPSOf H2.5 OR EQUAL I @ EA 0 UTLOOKER : _2f' MAX. I I ''L'' BRACE TO EXTEND AT LEAST I r 90% OF 'NE8 LENGTH (SEE TA8LE) { I I I I 2"x4" PANEL BLOCKING @ 48' O/C I For~ THE Flr~ST (4) r~ows OF THUSSES \ : n~OM EA. END TYP. BOTTm.4 CORD I ATTACHED WI (2) l6-d TOENAILS I rtJt _:~ rSIMPSON HETA20 CR EQUAL ~1 ~k:P', / @ 6'-0" Ole fYPICAL - ~.I}Y GYPSUM WALL BOARD./-/ ~81~ 2"x6" P. T. SILL./ / rTr 1/2"~ ANCHOR BOLT <[I 48" O/C~_. j~~ _ , " ~ ". · ,'.';TOPel::KlljC rOR fiRST rou: ROWS i' , 'Of TRUS5tS f} EDG€S Of' SHE^ n~:NG TYPICAl- , \. ~\f':>, . :'~ i - '-;.. '}~f"~ ~-GABLE TRUSS I ../'"-SHEA THING V ATTACHED WI 10d NAILS 0 6" ole EDGES AND 12" Ole FIELD f'l' I ; '..' :,": ' - /-SIMPSON HETA20 OR EQUAL A ~ @ 6'-0" OIC TYPICAl )rf""r( - · 2" 6" P T SILL/ "~~l~' x ,. I I 1 12"~ ANCHOr~ BOL r @ -18" Ole I I J_ J - ~J':[ - . " _ '__~ ;> f' '. . i I' " . . -', . f.l'- -. '~'~i:\;: . ::li-i::: "'. I t~~~;?</ ....' '4,.,1:;,'Hi_'\ ' ,.1. '~;r~,,/:>>, )~." r ,~{..~}i. -'- ;"," o~ " ;0lft~::~ . .?r' SECTION @ ---..~- ----- t\C~, }/<4'"I'.q> 6) SECTION @ ---------- -- or-ALE. J/4..I'.fl) 63 " -- '; .~~ ENO ,IM~K Ll ';;J~{:):t' :'~~~::"'_~:.> I ~. .,' ~ ::;." ~:' :, ,~, :." 2'.4~ BLOCKING @ 48" O/C."", rf -- . ' r" .', , "L" 81~ACE _ ,.ATTACHED WI 10d NAILS\X . '.-' S/ ~ '.:o{J4" Ole TYPICAL /'-"""^ 1:':t?<'UB~~\ :R~k1~N6 t?~T AIL. .' ~ .,.,.,~ _~g~TIQtLG~ V'_AU~, 111"I""~ ,~<) / '<, (' '1~ c()r~NER JAC .. ~ U ,f -- /STO, 90. HOOK raNT #5 BAR J BOND 'EAM IA /~ I ~ ~ ;- f-=r-- ......r_Jr A Y J' _.. . :i-'-J----- (Y. .{ ::> CONT. #5 I3Afl, SlO.' O' HOOK-"\.' -- .., I -'~l-~' II \ ~ . '" ~ -, ~n_['~"'. r~""'~=_=J- J,:I '1""11 ,'-,. -- . '- .. ~,.~. -.~~., ,,~~_.. I J ~ . . 'l' L' ~--~-'-"r~ -'-~l' - -~,-" ~ "~"l'- -C"] ~~J~~__]=~J... '. .. ~ ~.. , ""1'- '" . . 'l~ , FILL eEL; 11'-0" M^X, .. .. _ .'., .',- ,,.: ~;.J~:~<'t?" < , :~t.,:~" .,', " 1<.: ;!-'''=i,or.' ~-~;.\. \, "';' t~',-;'N~,':,,""" :~)-,. ~ '~ ~,..j,,~. 2"x4'! BLOCKING @ 48" 'R~~' { , \ :i,\? ,,:~, '?"P/' ", ". ~~~~.~.~!:~~:: '~'-~ # ;'\;&1'f<" R~~(::';"~ ,{ " ,~)!;t.:~, ' ~:;'~~{;:~':?J ,~"....."..". ~ A"'"":' re ,. -, " t~ ~l ' ~ .~; ~ :1Qir~':;:~ ~<,>:.1;:: '/;' ~IJf,.. "f '\" ,:-'" f(~,: ,:f:;)., , ..., -t'fj: :;>t;:--'.'\',. " ' " rii1;tii,~~;\~;}:~t~:{: ' , .-:.', 11 .; ~ .... CY. hi (., 0:: o (\ :r; (Y lLI , , L, 0': o u -f - o/c~ .. , : '. , 1ft" BRACE- _ .~. ATTACHED W/ lOd NAILS\X @4"O/eTYPICALr""'" '. ~ < _14: "'''' " '-.' , ' ,G^OLE THUSS 'NEB <"~; '>.0INGLO II!.." 6RAClNU OtiTAfL. ",,"~'.~'1&.11. -'.1:>.... ..L 11 -~ " ,;' _~E~rION _G~ '. ec.AU, I ~..I..t)~ . ~ , '" #5 CON r FROM FOUNDA nON TO HIGHEST BOND BEAM U~~Ir:i CONi'Jr:CTIO!\l0 - Hr~ J:RAMIN~ . USE SlI.4P$ON ETA20 (OR BETTER) CONNECTORS (OR EQUAL) o MASONRY OR SIMPSON ti5 (OR EQUAL) CONNECTORS 0 fRAME WALLS eOND Ot:AM €>Tt::P .... if ... ecAlE. ~1I.11_e>1I ~ . " ,~" c 7 ~ ~ " . ..... 'i' .' .. .'...... ",.-. '.-, .'. ~ '~' ,. . '.~ .... \ I' , - ;;t":...-----.:.:--:::;.-~-:-:::-~~~rT..":"t:'7'":o-~~~ -::;-i--;--=-=---~'!.-~---- _~~-:::".:-.*,-:'::'~:::r:'~d ~ CAST - CRETE PRECAST SAFE LOAD TABLE LINTEL .8ACKNAIL WI (2) l6d NAILS 3/8"~x2 1/2" LAG BOLTS @ 24" Ole TYP, -_fo..;___~~~~~~.....-:-~T:--=--=---::::..s'"""L-=-r,~.;:..-~~--=wr--'~--~~;,!, LENGtH SAF( LOAD - POUNDS PER Llt.CA1~ rOOT ; UNfllLLD flLlf.O 4'-0. (~.) f"''(CAsr I,IDS 6,01& -= 4,~~(5~~>=1~,1:5.A~r ' ':860-- -- "'~'1~_=--== __~:':"~~{6YU~~ST . 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PReCAST ll~;HS UAY [( SU?f'\,1l0 Sf CAST C~'U( ~ O~lR OUILDitlG CXl( Ai'I'IWV!.O PF.'l CAS T Iol ANUf At; 11.JRO. s. r?-"}4" OUllOOKER@24"0/e I W (2) 12d PER JOINT ~,' / W ~: V." RUNNERS I I I 12. MAX. I I I I -~ - ALit:!Rt'JAir: i'lC~-O~OP ~ABL.e E!NO OSTAIL .. l> -w- J7 . SCAlE: '/4...1'-0. l~ j'(, '-' 2_ 53 ABLE TRUSS / 1)_ ~ '<~/ "L- BRACE wI 10d @ 4" ole (SEE SCHEDULE FOH SIZE NO LOCATION) ~ ~ A 53 /' I i'-.. 2"x4" LEDGER TO MATCH BOTTOM CHORD SLOPE OF SCISSOR THUSS ATTACH TO WE8S WlfH CLUSTERS OF (4) 10d NAILS L L------" - ~ --------=~1 ~- 1__ L;-;:- --- ____ I~~ -- t ====-- ----- ';--::--------- "';r------:=:: "" '- kr------:=:: ~, ~ ~ ----- -- ~l--~ .------ -~ ~ ~ I B 53 ---- ':....::'.:::..:..'.......,'........:j' ':.....)~,.:..:::. ":,'. :::,'::,'. ..,':. ,', ,':. ,':. . :,.".:. ,.,.,'. ...". '.' '" ,... . ,. ".,., ,., r. ' . ",.. 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If I '"--. . " . . , . . . . . , , . j' . , , . . . . .-.-.-, 'I . . . , . . , . , , .. "...,.".., ...",..,.. .fl' . , . . , . . , . . .'t' . , , . . .'.. !1......-HH.~r.._----- ~-'=-I T-'- -d~_~'_ ~.- ~---r~--"T..u..!'..V".'l ,I If f ---,,- ---U" 1'-" -r~-' ._~1f.---II~.~l_..~r~..'.~..-'I~'.'"..L..'"i CONT. BEARING ' I e:c!~'OR ~l.\ebr~_E.~lO ~~ACI~-F.i8lb 'v\1ND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" SCALl: j71"'~i~o" ... ^ ~y ABLE TRUSS t 12 ~7~/ V/ v'" ~ ~~~I~~Jr'~G: IF "rlUS MESSAGE 'iAVE A~J 'lLE6~~~o'~Jp~~D INK, You MAY NOT oJ f vVH/i.;H AOEQUA f BE S fHue fUR/'LL Y r E-FOR YOUH PHO.JEeT. ...... OANSCO fllG'NEErUNG, ~~,. ~ "L- BRACE W/ 10d @ 4" Ole (SEE SCHEDULE FOR SIZE , NO LOeA TION) ~, '~ ~ r A ~) ., I f) 53 '~ ~ '..,........'...','..i.'..,'....::..:....:~........ '::::. :.t ',':,':,':::. :{"::.:.,:.:, .. :::... ,',:: ,. ..... 'Ii'.."... , I' " ,. "" 'J~ ' .". . ',.."., ,.,'.' .....",.""".., . .. .. . .. . .. : .. . .. t~ .. . . . , , . . " , . . I. . . ". "".."." j . ... . . , . . . . . ." ."......""". ,...."... . ' . .. . . . . .. . "_~ _. " , . . . . . , . . . I ...."".."................. j:. . . . . . . . .. . . . 11 . . . .. . . . . . . . .. ~ . " " . . .. I: 1 . , , , . . . . , . . , . '~. . . . . . . . , . , . 1 . . . . . , , , . . ., ."....".,. ...,.,.".,. L . . , . , . . . . . . ..'. . . . . . .....................r~....................... .....................J... . .....................J....................... ....................... ............. ...............1 ............ .1............. ........".... fi............ ~........ "'- - Ii -- -__'._ '__ L- --- ., .."'...'.'....'....'...}'."."..'.. ..,...,."" ..,..."...,;t........,..,~...... '. t. :._.,~=L~-]~.~r-J..~ l;r=~.~~~~r-.~.~~]~"~~T~~.. =..T~'-'~. -"il" ,', "j L..._... ___ .. .. _._ ..J .~_ -l-"-~~ .' , ~l~-~_.~=-~--="T~~~~==-,.=.,..=. .'."..r' i: ' . .. .- nO, .~.-=I~ CON;: BEARIN-;;- -r- .- -'~-"~i1--~" ~=~~r=~ .~~i,=.~~.[~I~~J...=.~Tc=,..l", f"" t, j ~.I..\Ql~u~t? e~ACIN~-.FT Alb WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" SCALE: J74"'~ 1'-'0" 11\ f\fVlr.FO 01/71/1)5 rr\\ l'~~ DANSCO W) &1 ENGINEERING, P A. - P.o. eqx 3<3f6 - AroLLO lY.;AC.H - FLORIDA . ;>J:Y12 ~ - (813) 645 fl)!hl> PAX .. (Ct3) 64:;' l:>4~ " ilL" BRACING REQUIREMENTS . TO nie O(ST (F ni( (NC,"((lfS Kt/()'...UO(.( AND o(u(r, nit S TRVC ruRAL PLANS ANO SPEC/riCA. not.,:,; COMPlY Win. 0-<( SfANOAPO 8V'LOINC COOt. SEcnON '20~ f()!>l 100 IY'ph WINO lONe (19~1 (OIT1ON). , 1'HIS CRA'MNC ANI) CE$lCN IS VAUO fO~ 12 I.l0tHH$ A'T{R t'H( OA T( I r IS SlCNEO AND ~"'l(O, , SIGNEO AN!) S(At(O r~ 'f't-;( Sl'RUCT\JRAl POHT1ON Of nus CRAWlNC GNl Y. r . SllJD SPAC1NG er~L7 . .,' a.,..AL""'~'DSUM~IEl~lIILL 8~JtOE.RS v<-..; ~IS:: ""':~-'~ 1',~j~.Ii~ !.0~~ - ]SI~.~\ND., . DATE I/.1~M . F!fn;,\;---:-~:I-~',:il' (I) 2.x4' "L. GRACE: 4' -5. - 8'-0. 4' -0' - '1'-0' (2) 2.x,r "L' 8RAC€ 8'-0' - 12'-0. 7'-0. - 10'-0" (2) 2'x6' "L" 8HACE 12'-0. - 16'-0' 10'-0" - 14'-0. 16. 24. NO .L. 8H^CE 0'0' - ,r-~' 0'-0. - 4'-0' NOTE: "L" BRACE MUST EXTEND AT LEAST 90% OF" \Vf.8 LENGTH l 04 1993 TRUSS E3R,i\F1NCt DETAILS AND N~T;::~_I '" . '~S(}~7~, -,~ f _____.?~_.~ '. .:-.,','," .~. .'. ... \. .' ":-"'. .' M