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<br />TYPICAL S~CTION THRU WINDOW <br /> <br />T ~ ~ T - <br />SCALE: 3/4'=1'-0" <br /> <br />;2.'1.4. sruos @ 16. ole <br /> <br />-Lrl Y T-Il, rr-- <br />I II ~ I " C.M.U. <br />LOAD BEARING OR - -rr? <br />EX1(RIOR WALL \ : ~ /DOUBLE 2"x4" p, T. SruD <br />l ~~r J <br />~ . ~. ; ~#5 VER T. IN FILL CELL <br />J- :t <br />r T <br />r r -1/2. x 6" "J" BOLT <br /> <br />~: E; .--2.x4" P.T. PLATE <br />I --r <br />A. r. I <br /> <br />-'::-'~~~.i~~~.~ ~~'~A~~~ <br />'. . ..~~~~' <br />~~~>> ~~~~~~~~'" / <br />//~'///,>>/>>/ij/U///>,/ // / <br />f=RAM~ WALL. iO C.M.U. WALL CONNE.;CiION <br /> <br />, . <br />'. <br /> <br />12 PRE ENGINEERED WD TRUSS @ 24" O.C. MAX. <br />P) ) 15 L8 ROOFING FELT (SHINGLES) OR 15 LB FELT <br />TY VARIES UNOER 901 HOT MOP (TILE) <br />HURRICANE ANCHOR @ EACH TRUSS (SEE ELEVATIONS) <br />~ wi METAL PL. UNDER EA. TRUSS <br />SHINGLES OR CONCRETE TILE <br />~~ ' ~ / <br />~ 1/2" COX PLYWOOD OR 7/16" 0.S.8. MIN. <br />I':. 1....... ELEV, VARIES tljt\ <br />" ~ .......)~ '-.J;J <br />j~~ ~x~ """-DRIP <br /> <br />,/~~' J <br />:= <br /> <br /> <br /> <br />STD. 90' HOOK - ~ ~ <br />(SEE DE TAil) :::- <br />:= .- <br /> <br />,.' .of <br /> <br />fASCIA BOARD <br /> <br />, . t.. .i~' <br /> <br />8"x16" KNOCK-OUT BLOCK <br />wi 1 #5 CONT. & FILLED wi <br />I 2500 PSI. CONCRE1E <br />- ~ VARIES.< <br />~= I <br />.. v8" C.M.U. TYPICAL <br />::: ./' <br />~. /fYPE 's' MORTAR <br />~.~~ <br /> <br /> <br />,.. <br /> <br />- -- <br /> <br />2500 PS <br />CONC SLAB <br />6X6 W1.4XW1.4 WNF <br />OR Fl8ERMESH <br /> <br />~. . <br /> <br />~f (1) #5 VERT. IN FILL CELLS <br />1.' w ----- (SEE FOUNOATION PLAN & NOTES) <br />J--- ~ ~ ____4"x4" INSPECTION PORT AT <br />~ U) ~ EACH FILL CELL TYPICAL <br />z3" -;V N ~ ....----<;AVITY CAP <br />:Ji I ~ ~~, ELEV 100'-0" <br />" .~ 1. .\ . J:______ <br />'S-J, A. - - --'- - -. .. .1 ~ "00# ~ TOP OF SLAB <br />.., ---1 "\'l:y~"/ '" G- r GRADE N 2 ~ <br />6 MIL VAPOR BARRIER J"-. // / / ;(/,'( r<i -r'~"%,,,~~f~>~/>. . <br />HEADER BLOCK '/>>/>>:~:: ~~~~~ .1 <br />. ,,/ ~':/ '" I ~(%~(;26'~" <br />CLEAN POISONED AND COMPo '" " ~~%~' <br />SOIL. (95% MODIFIED PROCTOR "~L" ~~~' <br />PER ASN D1557) _____ ~t;?'" -l\' >:'//):>/~'/ <br />CHAIR------ / "- <br />. - STD. 90' HOOKJ "-2- #5 CONT. <br />(SEE DETAil) "-4" <br /> <br />$ <br /> <br />1 <br />O'J <br /> <br />'N NOTE: <br />~ FILL ALL CELLS BELOW GRADE 'MiEN <br />~ '/MEN STtM WAll IS GREATER Tl-iAN <br />2 24" BUT LESS mAN 40" ABOI/[ GRADE <br /> <br />,,~ <br /> <br />-. <br /> <br />TYPICAL. WALL SeCTION <br /> <br />~ A l <br />SCALE: 3/4"-1'-0'" S ~ f <br /> <br />- <br /> <br />. . . <br /> <br />.\ <br /> <br />~O' <br /> <br /> <br /> <br />"" .REINFORCING BAR" ~~ >-., <br />. d~ <br /> <br />TOP SPLICE <br /> <br />OUBlE 10d <br />;1" <br />-0k <br /> <br />. <br /> <br />" <br /> <br />~~ . <br /> <br />t-o <br /> <br />"~ <br /> <br />lad @ 8" Ole <br /> <br />. <br /> <br />",' . <br /> <br />,/ <br /> <br />~~ <br />\ <br /> <br />l\-eoTToM <br /> <br />v <br /> <br />NOTE: <br />PLA TE LENGTHS MUST BE /: <br />A T LEAST 8'-0" LONG. TYP tAL <br /> <br />2"x8" P,T. WOOD JAM / ~~. <br />I\~~ <br /> <br />DOOR AND CONNECTION PER <br />GARAGE DOOR MANUFACTURER <br />TYPICAL 6ARA6E DOOR TRACK. MOUNTING DETAIL. <br />SCALE: 3":::,1_0' ,. <br /> <br />o <br />Q <br /> <br />, <br />T <br /> <br /> <br /> <br />:j ~PRECAST LINTEL (wi (1) #5 CONT <br />L/ v- - fOR OPENINGS GREATER mAN 6'-0". SEE <br />WINDOW BUCK PLANS FOR ADDITIONAL REQU:RED REINF.) <br />-.--/ r- <br />&~;--'I <br />/"-.. Y <br />I ---ALUM 'NlNDOW <br />1 rAULK Ci} EA. WINDOW <br /> <br />j,/r PRECAST CONC SILL <br /> <br />~~ <br />~ ~ &f <br /> <br />~ <br /> <br />BLOCK WALL BEYOND <br /> <br />/\LL CELL WI #5 VERTiCAL <br /> <br /> <br />/ \ 3) <br />. {/ <br />. ~ <br />,~ <br />~ / ~ <br />I' \ <br />\... <J ./ <br /> <br />.H.D. RECESS <br /> <br />EXPANSION JOINT, <br />. 8" , VARIlD v <br />-1 ---- ... - <br /> <br />#5 CON T., 1 <br />~ I J, , <br />A . " l' <br />S:;,-:>>-- \"- ,.... ' ~~Y <br />"K<<-<~ ",,- "-' \., J><<~y <br />~~0" · /~~~ <br /><y;0J . . 6. ~>>)", <br />'- /A..0 / /y/;,/ <br />'\>> ~~>>;>>)T' ~~. <br />/J' //, //, <br />(2) #5 CONT , " <br />, -4 <br /> <br />\..... <br /> <br />/' <br /> <br />r: 3 1/2- MIN. <br />\f. <br />a <br />I <br /> <br />'~l <br /> <br /><J <br /> <br />~ <br /> <br />6 <br /> <br />~{ <br /> <br />/ <br /> <br />r <br /> <br />- <br /> <br />I ---------- h <br />~I-- <br /> <br />~ <br />-~ <br />1. - J <br /> <br />TYPICAL ~ARA6e DOOR R:=Cr=SS f8\ <br /> <br />~ALE:~T~. .~ <br /> <br />I <br />~ <br /> <br />NOTCH LINTEL ''''',ERE REQUIRED \ <br />FeR CONCRETE PLACEMENT <br /> <br />ONC. BOND BEAM w/ (1) #5 <br />==- I .. I or l .1 --.t.-...:..'>-- . .' I . <br /> <br />-1-- 'r-_~- r-- ~ . r- -t- -.l.-<1l;. . .. <br /> <br />I~. .. j . ~ _ I <br />I I r I STO. 90' HOOK /: I <br /> <br />I PRECAST LINTEL 'HI (1) hS CONT. <br />I (U~'-ESS NOTED OfrlER'MSE) Ii <br />I I <br />I <br />I <br />I <br />I <br />I <br /> <br />, <br />1---+ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />r <br />1 <br />V FILLED CELL WI (1) #5 'o1'RTICALJ I I <br /> <br />C CONC. SILL <br /> <br />WIND~ <br /> <br /> <br />l \ <br /> <br />I !CM~. <br />OG <br />/ <br /> <br />OPENING <br /> <br />. I <br /> <br />I <br /> <br />-DO: <br /> <br />"<, "<, <br /> <br />tiQ~ ; <br />CD F'IlL LINTEL AND ALL CEllS ABOVE UNTEL. <br />Q) \lE:.RlfY THA T .ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. <br /> <br />PT WINDOW BUCK A TT AC~ED <br />WI Bd NAIL5 ~ 811 o.c. MAX <br />AND PL 2000 OR EQUAL <br />GLUE <br /> <br />TYPICAL LINT=L AoS~M6L. y <br /> <br />SECTION (;\ <br /> <br />ecALE. 3/4U.\'-0'\V <br /> <br />~ALEI ~T.5. <br /> <br />~. <br /> <br />2"x4" STUD @ 16" OIC <br />SIMPSON SP1@80TTO)\1 Vr,l 12"~x8" ANCHOR BOLT@do4"0/C <br />& SIMPSON SP2 @ TOP wi 2"0x3/16" PLATE WASH!:..R TYPICAL <br />PLATE <br />~ /WWF , , <br /> <br />t- ----~---- - ~- - - [T - --;I __.____ ~___ _,.... ~" \0;- <br />j J ~ · <br />/,,~ ;-.., "/,,1 It \6~' /" V '" ,/ -"- ' " <=j' <br />/,,//~/; \.'" :> /(~/ ~::~<\/ 3 1/2 MIN. .~ <br />,,~"" ,,-,-:". ,,~ .. . / :%'" ~ ""-/ <br />." / A /.L "- <br />- /j ~~~' / /- '/A ,,// -'- \.1 {?-/ <br />, "~,, ~ ""- ~ "t ,,-"- NOTE' <br />(2) #5 CO~ r. /~>>)>>r);l/ H'Ln-'1/2'~ KWlCK BOLT II <br />wi 4 3/4- EM8EDMENT MAY <br />NOTE: 8" "-4" 8" 8E USED IN UEU OF' ANCHOR <br />SEE TYPICAL BEARING WALL @ SITP>(- SOL TS. <br />FCR ADDITIONAL INFORMA nON ~ <br />iYPICAL. INTE:;RIOR a:AR1NG WAL.L ( C \ <br /> <br />SCALE: 3'4":1'-0" \..~ <br /> <br />~~. <br /> <br />SEE UPLIFT 5C~jEDULE ~ <br />FOR UPLIFT COl\iNECTIONS <br /> <br />t:- <br />~ <br /> <br />DOUBLE TOP PLATE~'l <br /> <br />SIMPSON SP2 CONNECTOR../ <br /> <br />f\ <br />- ,~ ~~:t:::J <br />~~)'). <br />(~ <' , <br />.....-.:...!~o . 2,....~..(\' <br />.:-....~.. . . ~ "'. ."\~, \~\ <br />.<0~ ) '. '. \~\\~\ ~ <br />c........-- {;; (, . . \\\\~ <br />..~~..,\ .,~. <br /> <br />. . ... \, - <br />o (I <br />(0'0 o. <br /> <br />~- <br />oimf:?5Cn otrone -TIe <br />MAE> <br /> <br />SPLICE OVER STUD <br /> <br />v <br /> <br />~5 &TD. ~<t')' ~OOK <br /> <br />~~..l.---"'-:.-t'r'C~ '''--".. b... 18 ..--~ F <br /> <br />TOP PLATE 5PLICE: DETAIL <br /> <br />SCALE: 3/4":1'-0' <br /> <br />i <br />~ <br /> <br />l_."......._~..._~.- <br /> <br />SCALE: 11/1'1_1' _0" <br /> <br />t <br />t <br />I <br />, <br />,~ <br /> <br />RECESS FOR S.G.D.~ _;~ARIE(f- <br /> <br /> <br />"\ rWWF J <br />~ ~ :!.-)'.----z!---.......---J~ <br />~, .../ ~I <br />0" eJ /' ~ ~ ~/ ,/ " ,,/ <br />I N - - - ~ - - -It - - -. ~/ / / "/ <br />. ......... 4 A . ~ ~/ /, <br />- - " . '~" r".. . 4. . /" ' <br /> <br />I"") ,.> ~'" '( ~ " <br />;~/- ~;v ~y ~/ 1(")% :( <br />(2) #5 CONT.' ,K;''<<''<<r'" <br />4- 1'-4" 8" <br />.( <br /> <br />~ <br />TOP PLAT~ <br /> <br />- ~~ <br /> <br />ol..A6 oTEP .t ReCeSS 15) o.G.O. rD"\ <br />SCALE: 3-'4"sl'-0" ~ <br /> <br />/21fX4'l STUD 6' I~\l ole <br /> <br />~ , /WWF <br />I Nl J~J___L'_-._.-.-_......_ .. "GRADF. <br />. ......... " ----..... <br />00 ~ ,'" Y)?,<<0>1/ ~/'~~ >'0>0'Y>'" <br />~~<'" "'~ ~ ",\:'~ ,,,< ~ <br />// ~/ /",y:~/ <br />"//,, . (1) #5 CONT <br />4" 8" <br />-r <br /> <br />2"x4" PIT, PLAT~ . / .JJ)l..1C <br /> <br />J t ~ J <br />1. " do- ~____.L_.l___..l___;--"- <br />1;-------- - A <br />. <br /> <br />iYF'ICAL ir-4ICK5NEO ~LA6 eD6E f2\ <br />SCALE: 3'4"s\'-0" ~ <br /> <br />~. .' <br /> <br />, " <br /> <br />TY~lbAL.. INTeRIO~ NON-eeARING _ <br />, OCALE: ,,~" _\'-0" <br /> <br />-' ," <br />., ' <br />h <br /> <br />? <br />J" <br />>.~... ~ ~ <br /> <br />~ <br />.... . .,.- <br /> <br />, . <br />; ,. ""ll".l <br /> <br />#I;'l* .,~ <br /> <br />~ <br /> <br />,. <br /> <br />:zV2"X4' STUDS 4) 16' Ole <br /> <br /> <br /> <br />,I <br /> <br />- . <br /> <br />Z <br />2 <br /> <br />J~ <br /> <br />~------ <br />, rr <br />G G' ~, ~. <br /> <br />~ "-Z.', ~>,':--,. o~~ <br />I "" ('( 0 <br />~"" J~;.:~ 7 <br />, ~ "~G <br />"t 1 <br /> <br />~ G <br />oImpeon otrong -Tie <br />MAB2~ <br /> <br />I"") <br /> <br />V (2) ROWS CF 2x BLOCKiNG <br />AT mlRO POIN TS <br /> <br />lZ <br /> <br />(1) #5 VERT. IN FILL CELLS -:::r\ ~= - <br />(SEE FOUNDA nON PLAN & NOTES) " ~ = <br /> <br />4"x4" INSPECTION PORT A T ~ ~~ = <br />EACH FILL CELL TYPICAL ~ S <br /> <br />f- >--- <br />f--. f-- <br />>--- <br />~'\ f- <br />6x6 W1.4xW1.4 WV';'i\ -I <br />.. OR FIBERMESH 1- f\~ I <br /> <br />z f- ~ <br /> <br />~c===~-:,-= ~ ". ~~FIN-'SH GRAOE <br /> <br />~- /_"'~)f ~ ~~ .. A>>~~-. r <br />6 MIL VAPOR BARRIER Z" <,". ": ~ A <"<<~ / '!JI~ <br />)~~ t. .. ." > )//, 2- <br />'/ v',- <br />CLEAN POISONED AND COMPo /'-.JV ",'~ "," ~. , <br />SOIL. (COMPACTED TO 95% MODIFIED "-.i'/>-::Y,A'Y " STD. 90' HOOK <br />PROCTOR ASTM 0155"1) I ~ (SEE DETAil) <br /> <br />4-1 1'-4. <br />...'" >( <br /> <br />'" <br /> <br />NOTE: <br />H{f1 1/2"~ KW'lCK GOLT II <br />'N 8" MIN. EMBEDMEN T MAY <br />B USED IN LIEU OF t\NCHOI~ <br />BOL TS. <br /> <br />z <br />~ <br />~I <br />N. <br /> <br />Vi/2"\bX8" ANCHOR BOLT @.),4. OIC <br />wi 2"~x3/16" PLAIT WASHER TYPICAL <br />SIMPSON SP1 @ BOT. PLATE OR SIMPSON MAS MUDSILL ANCHOR <br />~ @ 48" OIC wi 6- lOd x 1 1/2. <br />'t rWWF <br />\0;--- , f.:~ / I, <br />- '~J 1 __~L-----.-~---A-I<--I~ <br />'0 - I. A () I'" ./( //"//"/' <br />~-----~-----~ . ~ ./ ~~ /J / /J t 1/2" I.... <br />~ _ I.' . > .' .,,,- /~/. .J MI.'. <br />1 3 1/2" MiN. >~';)(~( . · /<<'\ >- <br />" 7<<~ /~~~~~"<( ,. <br />/ r- ,,>>-:: y'>-: /. / <br /> <br />(2) #5 CON FI 4" 1'-4- 8" <br />-{- 1(-( <br /> <br />r <br /> <br />'r.- <br /> <br />. <br />v <br />.ljZ <br />-I:;': <br /> <br />( <br /> <br />/" <br />'r~ <br />\ <br /> <br />._--~----^._-~~-------_._~----. <br /> <br />1/2.~ x 6" "J" BOLTS <br /> <br />aNT. WOOD TRIM <br /> <br />I <br /> <br />IA <br />I <br />r--.I <br /> <br />20" MIN. LAP <br /> <br />I <br /> <br />f <br /> <br /> <br />-~..:-..r::.::r~-.,.-.;r:.-....,.,,-,..~ 'l.~..-..z::r-_~....-t ..... <br /> <br /> <br />~-IJ OR I~ REINFORCING 8AR <br /> <br />- - -v" r r-'.;ry. <br /> <br />#,3 ~ #4 bAF' €>F'.-kICE:: <br />------~ -- .. '<:I. - - ,.-.. <br /> <br />r.. <br /> <br />25" ~iN. LAP , <br /> <br />~~~:Y"-;';~.'H-~;yJ. '.--' <br />\.'5 REINFORCING BAR <br /> <br />!.~ -6-~P- OP.b.! c~ <br /> <br />.~~_~,:_~:~i:_~~~~=_=:._~o_~~J=3 <br /> <br /> <br />~f6 REINFORCING 8AR <br /> <br />;:'2~A-? ~.-W.9..E <br /> <br />2-SIMPSON LSTA18 . <br />~ <br />~~ <br />~ ~ ~~~ SIMP{~'~.)P2 . <br />~~ ~ <br />" ~~ ~ <br /> <br />16d NAILS 0----.. ~. ~ "--~W$ 16d NAilS STAGGERED@ <br />) " 16" o/e EACH FACE OR 3-RC'N') <br />16" Ole lYP. ,/ 16d NAILS STAGCERED il 16" Ole <br />fOR 2"xlO" OR CREA TER HEADER <br /> <br />\ <br />"-DOUBLE HEADER wi 1/2" <br />fliTCH PLATE <br /> <br />~ .rSINGLE 2"x4" <br />/CRIPPLE sruo <br />~ TYPICAL <br />. .... ~ <br /> <br />/2"X4" STUDS TY?, <br /> <br />o <br />Ol>,f, oOIj> <br />t\t;1r G' <br /> <br />f:SI~PSGN HD2A V I 5/8'~ <br />HIL TI K'JIK BlJL T II ANCHCR <br />VI 6' EMBEDHENT U.N.Q, <br />~. ,fP.T. BOT. PLATE <br />~ <br /> <br />HeADER D=iAfL <br /> <br />. UPLIFT CONNECTIONS REQUIRED AT <br />lOAD BEARING WALLS <br /> <br />, <br /> <br />, TO THE BEST OF THE ENGI~EER'S KNO'MEDCE AND BELIEF, TH[ <br />STRUCTURAL PLANS AND SPECFiCA nONS CCVPL Y \'.II TH TH[ <br />STANDARD BUiLDING CODE, SECTION 1205 FOR lCO rnph wmD <br />ZONE (1991 E.OITION). <br /> <br />· THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DA TE IT IS SIGNED AND SEALED. <br /> <br />. SIGNED AND SEALEO FOR THE STRUCTuRAL PORTiON OF" <br />THIS DRAWING ONLY. <br /> <br />"'\ <br /> <br />D IE E~~~~f~. <br /> <br /> <br />p.o. eox 3~\6 - APOLLO 6EACH - FLORIDA - 3~'2 <br />~ - (8t)) 648 12'166 FAX - (813) ~M> 64~ <br /> <br />AL. iERNAiE: MONOLli~IC. ;::OOTIN~ <br /> <br />TYPICAl.. e5Ar<IN6 WAL..L. ra) Gi5F' (F'\ <br />SCALE: }~/Isl'-0" ~ <br /> <br />t)'\ SU~~~lfi;~{ IIILL DUJLDEUS <br />$CALf:: NOTED <br />ISLAND <br />DA it: tJ13ffl <br /> <br />SCALE: 1/., = l'-(tl" <br /> <br />/ I . <br />~~\)\~ '- <br /> <br />DRAlLN ~\ <br />nLt .. 12055102 <br /> <br />SECTIONS, PET AIL5, NOTE5 <br />9~'0779 <br /> <br />82 ~ <br />