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12 INSULATION TYP.) I VARIES BAFFLES '\ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT \~ SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH r\ rOOF COVERING STRENGTH ~ 7/16" O.S,B. MIN. SEE ROOF CD GYP. J:::S. NAILING SCHEDULE ON SHT. SN2 ~/~,~Dw~L~ 17\)\7'\7'\1\2\ 'c-'t.-:l- .... _ ELEV. VARIES BOARD WI.,~ ' ~~" DRYWALL SCREWS ~l-J' ~~ ~ALUMINUM DRIP EDGE @ 7" O.C. CEILING / \ ~'~"--ALUMINUM FASCIA & 8" O.C. WALLS t:: ""l ~ R30 MIN. BATT OR E \ . 2x4 SUB FASCIA 1x2 P.T. HORIZONTAL NAILER l::: \-'-~ STD 90' HOOK t:: 8"x8"X16" KNOCK-OUT BLOCK (SEE DETAIL) / ~ WI 1#5 CONT. FILLED ~ SOLID W/GROUT R4.2 MIN. ~ INSULATION ~ ON EXT.. BLOCK WALLS "- /" C C.M.U. TYPI AL .~ t= l::: 1 x2 PT WD FURRING "-" /TYPE "S" MORTAR @ 24" O.C. l::: ,/ t:: ~ I- ~ ARCHITECTURAL 1/2" GYPSUM E / FINISH WALLBOARD U.N.O. t:: f--1~1= _lo=~'=~ (1) #5 VERT. IN FILL CELLS .~E7'=- (SEE FOUNDATION PLAN FOR LOCATIONS) '/t t:: '/ 4"x4" INSPECTION PORT AT 3 1/4" BASEBOARD ! A EACH FILLED CELL TYPICAL 6x6 W1.4xW1.4 WWF;\\ ~ E ~ STD. 90' HOOK OR FIBERMESH I- ". / (SEE DETAIL) CONCRETE SLAB WITH BROOM \ If V ~ MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES \ r- ~ / ~. CONC. SLAB i: ~A~~IE~~~~':\~'~~~~~?~:: ~ ; >') it' ~ )\/"/- ./i~VV~ 3' " // / (2) #5 REBAR CONT. MIN. CLR. I CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. 1'_4" 1/" SOIL. (COMPACTED TO 95% MODIFIED U.N.O. PROCTOR ASTM 01557) PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ELEV. VARIES "'1\ ~~ 'CIJ' /j ~ ~1" x 2" FURRING LJ '- , 1" x 6" ROUGH SAWN CEDAR '\, 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM , VENT1LA TED SOFFIT 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~WHERE UPUFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) 1x4 P.T. BASE NAILE - F\ ~~::: . ~ ~~-~ ~~ .~ v~~ ~ ~<:SS # ~~~ #~ ,/' ~ ~<S> ~ 9..0' :: :: (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD == == w ~ (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ____ . () CONC. SLAB'l\ ~= ~ ~ 0: ............---4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF ~\ ::: ~ if) ---- EACH FILLED CELL TYPICAL OR FIBERMESH - ~ <{ " 2 ~I -"Y HEADER BLOCK U.N.O. ~ ~t= ~. 4 -4 - \ .. ~ / ~ b ~ :: "',~~~~'" YM: .J ~RA,9r; -" "ex; g ~ ~ ~ ~y I I ~<<<~\<<~1 6 MIL VAPOR BARRIER %~J! 4: ~~~~> ~ CLEAN POISONED AND COMP.--1 '. ~~'. ~~~' ~ SOil. (95% MODIFIED PROCTOR/~,,>\ /)'i>0~ PER ASTM 01557) / 3" ~STD 90' HOOK MIN. CLR. . (2) #5 REBAR CONT. 1'-4" (SEE DETAIL) ON 3" CHAIR ~ ~ NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN 'M1EN STEM WALL IS LESS THAN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER THAN 40" HIGH CONSULT ENGINEER. I II II II II I II II II II ~=====ir------')l- -~r-------_-J1--=--=--=--=- -=--=--=--=-4-=--=--=--=--,r-=--=--=--=-J_L.=-.=-.=-.=-..,-r=-_=__=__=_-= .r-FI RST BLOCK TO BE ::: :: :: I: :: SET IN MORTAR I II II II II II I II II II II II i= = = = = :LL_-...:-_-_-=,,, = ~i.=_------~-r-=--=--=--=-~-=--=-.=--=-.,-r-=--=--=--=-...l~-=--=--=--=-.,r_-=--=--=--=-...l __=__=__=_-= I II II II II I II II. II ~ IT I ~3/8" MORTAR BETWEEN : :: :: :: ~ II SLAB & BLOCK ~ = == =1:------:--="k ~ ~~--------~-=--=--=--=-:T-=--=--=--=-~-=--=-.=--=-:T~-=- _L_-_-_-_-~: -== I II II II I II , " ELEV -0'-5 1/4" I r===-JL--------iT= ~L...-...:----~T-=--=--=--=-JL-=--=--=-.=-:T -~ .~. ~I" . :~~." .' ELEV. ~.~.~. $- " ..... .'~-_-_-----jL- ...JL L ~ . 0 ~ A.F.F. ( ":'4". ',44:.,. 4"".4 ... ..,,:.....".. ..... """7'. 4. /,,4"~4 ,\., ELEV. -0'-4 1/4"$- ~ ~ ~ ~ · 2"x6" RIPPED TO AC~UAL41'/4" WIDE ,;~. 4 :'4 ~ " 4 ..' . . " . . A.F.F. e 1'0 gs <5 ".'OR 2"x4" WITH 3/4" FURRING . 4 4' 4. (::) ...- :::2: --:> ...... .~. . '4.1 I.. ". '. ".4. ". '4'. " 't :4. N 1/ 'i." .'. . ~GARAGE DEPTH". ". ..4 "t.'4 . .,:4,.. '- 4 / VARIES 4" 4. .''.'4'' "4/' ..d . ,4 '.. ,4 4' <I. d. 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES S.P.F. DOUBLE TOP PLATE~ '" ~TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END AL TERNATE FASCIA oCALE: 3/4'=I'-~" CONTINUOUS TO FOOIER BELOW 9~O f-IOOK DETAIL lei) KO. BLOCK ALTERNATE 5TEMWALL FOOTING j SCALE: 3/4'=I'-~" 1 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION AA , 51 I GARAGE SLAB AT STEP ~ SCALE: 34 ': 1'-~' , ---- B\ 61 J . l-- SIMPSON SP2 CONNECTOR - tc~ ~ ~1/;2"X S.P.F. ~OR EQUAL) 1/2" CDX PLYWOOD OR 7/16"~ ~?" STUDS@16'O.C.U.N.0. O.5.B. SHEATHING REO'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR ~~~Ng~C~~~~~N~~/~~N. - ^1- WALL H,,". < 8'-6". (2) ROWS, 2x" BLOCKING COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8 -6 . BOUNDARIES, 6" O.C. @ EDGES, ~'r19 AND @ 12" O.C. @ FIELD ___________ ~v SIMPSON SP1 CONNECTOR _ l-- 1/2"0x8" ANCHOR BOLT@24"0'C-;:'IV2XP.T.BOTTOMPlATE W/ 2"0x3/16" PLATE WASHER (TYP.) r 6X6 W1.4XW1.4 WWF C' MIN . ___ ~~ _ O~~IBER~\ .F ~ T .7 . C>. .~'/... /;l"/ /" '/ / >- '/ " .' '1 --::. ~ ~'-:-.~ -. .,; ,,~: ." '~K^,<(/J 3 1/2"-4" b;:~ 3 1/2"-4~AVAV~ ". ...... ;y;';,/>~ MIN. MIN. "//~/-l'V,,~~,,-~v />.("/~y~ /, / (2) #5 CONr/ 4" 1'_4" R" ""'== -- 1 /2"~ ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER ~ ~ 1/2" MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ~ (2) ROWS OF 2x BLOCKINI\ ~ "~2x STUDS@16"0/e @ THIRD POINTS :->: / ~ I .---R11 1/2"0 x 8" "l BOLT @ 24" o/c ~ ~ W/ 2"0X 3/16" PLATE WASHER TYPICAL ~ r~~~l~ff~~~'~H/ ~i~LA~~K~E~~67/8. NOTE' ~ YER /8" T1.J HILll'1/2"0 KWlK BOLT II \ ~ OVER METAL LAlli. FIR~T 2 LA S 3 >nICK Wi 8" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8 1HICK. BE USED IN LIEU OF ANCHOR > BOLTS. < jSIMPSON SP1 @ EA. STUD 6x6 W1.4xW1.4 VVWF \ ~ OR FIBERMESH ~I 2X P. T. PLATE I~- t 20" MIN. LAP t vvv~' ~~:xxx. '.)(XY ';xx./ >'^'/ ~/ Q'& "--13 OR #4 REINFORCING BAR \ A r2x S.P,F. STUDS @ 16" O.C. -- 1/ v I V-2x STUD I" 1- "c U I ~! /8 .M.. /frl/ I 1)1 ~ 1"x P.T. STUD I yV :..V I ~ #5 VERT. IN FILLED CELL : -; v-- 1/2" x 6" "J" BOLT .~I @ 24" O.C. VERT. T I I I I j.-v-2x P.T. PLATE yl '1 I _ 'IV"" 1x4 P.T. BASE NAILE LOAD BEARING OR- EXTERIOR WALL -. ----------. . lf3 .. -4 LAP SPLICE 25" MIN. LAP {' 'M' ^J<~~R~~R= B~ ~ ~ U.N.O. MIN. HUD COMPLIANT TYPICAL WALL SECTION NOT TO 5CALE (;;\ 61 f . . -,.- "'.-...:.. ~ . ---:-:- 0-:---' ~ 7"~. --; - . . ~ ~ ~ ~ c .' ~ v~'->/)0 v)0 v~ .~ ." ~ ~ A ,,~ ~~~0<< C> '-a ~A.. I/~~~~ ~~~%,>>>)$/>>~/~*" '\ /, '" /, '" /, '\ /, '\ "- FRAME WALL TO C.M.U. WALL CONNECTION~, r SCALE: 3/4":1'-@" 51 . ~z ~5E ~ " . .~ '----,-,. ~~. ~.:J ..Ii FINISH GRADE /~.' t:....~~~ ~z ~"< .~. ,; ~\L-</('\(/('\ .- ~ \,,'!. ~ . . " :..."- " '/'\, '\ /Yj<'7~~<<Y / -< ,,,,,,,<, ",,< " ",.' " 4." 1'-4" 4lS LAP SPLICE l' 36" MIN. LAP f ~.,," x~ ~,xx^~XY ~:~;:~~~~~~^~~^0X~ ;,'-^/ / , ~6 LAP SPLICE NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1V2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. oCALE: ~4"=1'-~" fZ\ \.517 ~ VVVs TYPICAL BEARING WALL ~ 5TEP (1) SIMPSON SP1 TiP. ~ . ~'i 1\ ~ NOTE: HILT! 1/2"0 KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. /~y/ 6 MIL VAPOR BARRIER OOCl Z I ';-~ #5 REINFORCING BAR J ~"". R 17/87 c ~ SEE UPLIFT SCHEDULE FOR UPUFT CONNECTIONS ~ 1~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~d NAILS @ 24" O.C. FROM TOP PLATE TO :d'" - S.P.F. DOUBLE TOP PLATE~~ ~TRUSS BOTTOM CHORO OR /~ 2x4 BLOCI<ING W/ 2-16d SIMPSON SP2 CONNECTOR----'" ~L-- TOE NAILS @ EACH END -VA - ~ ~~V2"X S.P.F. (OR EQUAL) /I><~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR~ ~k:19 WALL HGT. < 8'-6". (2) ROWS, 2x" BLOCKING ~ @ 3rd PTS FOR WALL HGT. > 8 -6 . ~ 1/2"0x8" ANCHOR BOLT @ 24" O.C. ~ w/ 2"\2Ix3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~k" 2x P.T. BOTTOM PLATE~ ~ r 6X6 W1.4XW1.4 WWF ct ~IN ,,~ ___ -,L~ ~ O~~~~ER;H ~ F " ~ ( f ~. c.- __,;,--k;.Jt.. · ~0.vy 3 1/2.-4~ oo~ 3 1/2"-4~AYAY~ ~ " '. . '.' · ;-);';)/>~ MIN. MIN./"/ /~V'l'((v'\.v'\.~"- /~'." /A: ,/A'\/ r-.. / (2) #5 CON 'FIlA" 1'_4" R" CLEAN POISONED AND COMPo SOIL (COMPACTED TO 95% MOD/FIE PROCTOR ASTM D1557) #S 5 TD. ~0 0 l-40OK ""'="" TYPICAL EXTERIOR FRAME WALL FOOTING I SEE A/S1 FOR MORE SLAB INFORMATION 6CALE: 3~ ':1'.0' , E 51 \ I ~ REBAR DETAILS oCALE: N.T.e. fF'\ Q0f SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION TYPICAL C.M.U. BLOCK WALL EXPANSION JOINT, R" \-' 1/ C.H.D. RECESS ,#5 CONT.,,\ \ cl1/2' MIN. \0 t)V)/X '\.~ ~ d <<V<<~I \, y~)S>~'>.."'> J' .. . ~'Yj5j5" ~ 'i~0!P .~ 'r(~~' y~'\ I .". ,,(,.', "-.. . <<,,~ 1"->>0 ~r~~~~/ '\>> ~. :<v //~/;, / :\: /' / . Lih 3" MIN. CLEARANCE _______BLOCK WALL BEYOND P.T. 2x4 1/2" GYP. BD. SOLE PLATEX....... HOLD GYP. BD. ~ Y< ~~11/2" FROM SLAB . ~ . -----CONT. BEAD - , >-<. z SEALANT $O'-O"~ . .~(~ '/~ . /: . .~.w ) -4" '. .. 1 $- 4. . .. Q_ HILT! X-CF NAILS @ 12" O.C. ~ ~'.Y STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH PLATE TO CONCRETE OR EQUAL 2X S1UDS @ 24" O.C. U.N.O. NOTE: SEE SEC110N C/S1 FOR ADDI1l0NAL INFORMA 11 ON --,f'.V(1) ROW 2x BLOCKING @ MID HGT. FOR V WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ~ INTERIOR \ ~ ~1/2" GYPSUM WALLBOARD U.N.O. ~_ W/ DRYWALL SCREWS @ 8"0.C. GARAGE I ~19 CONT. BEAD ~ U.N.O. SEALANT SIMPSON SP1 CONNECTOR I ~ GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM ;; OF 8" ABOVE GRADE~ EST. GRADE :.:E . ~ELEVAllQ..N 0'-0" co, _/ - ~~POFS~B_ '::7 \\'(\\'\%-~\)>). \y< ~ '/.~" \ \ \\:.<-\~ .- . .\\\~0 ~~ AL TERNATE TYPICAL BEARING WALL ~ STEP WIO S~EAR WALL ~ i SPACE ANCHOR BOLTS 6" MAX. FROM END OF 2" x PLATE ~ "I / 6X6 W1.4XW1.4 WWF ) OR ~BERMESH , ~ I t~~~>:~~A~i~~?ct3 1~~~~ ~ ~ . ~ %V^,'V<..",,77~< /(V / (2) #5 CONT. Y'>:>;:-Y~'l>> >"- ~~~r1/2"~ KI'i1K BOLT II '- ... WI 6" EMBEDMENT MAY BE R" 1'_4" 8" USED IN LIEU OF ANCHOR BOLTS. 1 /2"~x8" ANCHOR BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.)' a.. )::c ~ ~ >- ~.Q )~ ) co "IS) ~'Q ~ 0 . - .. ~ .CC FINISH TEXTURE BREAK SCALE: N.T.S. ~ , H \ J- 51 GARAGE DOOR SLAB RECES6 : fJ\ \!iJ ".t- ,I CONCRETE SLAB\ "5< v, , j6X6 W1AXW1.4 WWF OR FlBERMESH ~'----'+-'J A' \\\ "''' · ~ ~ ,I - <<- 4 4 4 \.. - - )"<t- J .I"<t- o ~ y '\ , I-X ~ ......... ~" 7' . 4 4 .~ .. 0 I z. .9 ~ ' y ~,>/:,v / F . "''' '. . '. .. --- - - ~ :- ~ - ..a. - -.,- 4- ~ ~ ~ ..- ,<,<~~ ''''\~A '. ..~",/",/"v,-, I ~ '- //, y/ V~~;A ..'4' d:Y' ~0<Y//(/) ~ ~~-------- ~ ~<~V;(--<<V?~k? 7~":';>~/-;Y)::Y~ ):~')~'/ 6 Mil / VAPOR BARRIER [, 8" 1'-4" 8" (2) #5 STEEL (CONT..) ON CHAIRS U.N.O. MIN. ""==" SCALE: N.T.o. SEE A/S1 FOR MORE SLAB INFORMATION INTERIOR WALL SLAB STEP NON-BRG. SEE A/S1 FOR MORE SLAB INFORMA TlON oCALE: ~4'=1'.~' -==--.. I K\ \EJ NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. o &AMUEL A. GREENBERG, P.E. *3424& o TI-lUl I...t I-lUlNl-l, P E. ~g122 o IRWIN J. BEN&ON, P E. -4~1!;8 o All ABBAS I-4AKIM, PE. llS~18~ oCALE: ~"4 '=1'-0" ~ ~ (2) #5 CONT. ON 3" CHAIRS (TYP.) 1'-4" NOTE: HILT! 1/2"\21 KWIK BOLT II WI 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOL TS. ---=-=- ~ TYPICAL INTERIOR BEARING WALL u G \ SCALE: ~4'=1'-0' '- 517- ~ ::o~ . ;) ~ . ~ ... IS) :) () ... > ,J cD -'Q !N o "<t- 3/4" RECESS FOR S.G,D.~ /"'RII='~ 6X6 W1.4XW1.4 WWF '" / OR FIBERM~SH . I ~....- ~~ ~~ -'--.,a~ -:- ~ r~~ -~~ ~~~ c- ~ ~'~4. .... . . 4%0%";../ '~ ~",'\;(""",,~" 4 ~'.~. ~" 'X0'\ / /~/ / ~r<~ >;<~/A~~V~ y (2) #5 CONT. ('\ <",\-"~"/,,,, ". "- 4" 1'-4" R" I r- EXTEND FILL CELLS TO FOUNDATION II PAD MAT REINFORCING. CONT. FOOTING STEEL"\ / \ =t 1/2" MIN. "GRADF )T 6 MIN. /';0... '-/';0... '-/ ,/'\. ~~ ~ . · &A~"(~y FOOllNG BEYOND FOOl1NG DEPTH ~~ ~~~< SEE SCHEDULE '>)0) ". . . . ,~;~,,'/ /,,;->~' \" " /)Y/" (-(L N / N / /, ,I 3 MIN. CLEARANCE -~~~~~~~~~" ' PAD REINFORCEMENT ~ ~~~~>~.~~," (SEE SCHEDULE) '1.1" MIN. CLEARANCE ill CREATED 01-02-02 r TO TI-lE BEeT OF TI-lE EN61NEER'6 KNOilJLED6E AND BELIEF, TI-lE eTRUCTURAL PLANe AND ePECIFICATION6 COMPL'( WITI-I TI-lE FLORIDA eulLDIN6 CODE, 5ECTION Ib~b t=OR 12~ MPI-l 3 6ECOND 6U6T, EXP06URE 'e' WIND lONE (2001 EDITION). Tl-lle DRAWIN6 AND DEel6N Ie vALID FOR 12 MONTI-l6 AFTER TI-lE DATE IT Ie 616NED AND eEALED. 516NED AND 5EALED roR TI-IE eTRUCTURAL PORTION OF TI-l16 DRAWIN6 ONLY. - - , --' .J~ .I , ,a.. :::x :)'0 ~ :; ...~ ! ~ -a.. .. , ~= !: IS) " - U 31 .I IS) ..::c o z J '00 S~ ~ o "<t- "0./ zJ I C"oJ- ':- ..........:.:E ~ ~ "" ~ EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL ~3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE BETWEEN ",-",..... 6X6 W1 4XW1 4 WWF DOOR FRAMES AS SHOWN \\ / OR FIBERMES'H FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O.\ / I ";.;- ";.;- ."<t- \ \ \ ~'. ~--;,-c: -~ _ ~-J,:.- Jr-~ ~ . ' ." ~ 4'4 .' . l ..........:.:E q · zT -l ~ " .' . \ ~.~ ./ " " '" ' .... ..- ~ \0 ~" ~<<<~~"",1' ~..~< /';Y/)o/ "' 6X6 W1.4XW1.4 WWF-./ '~//0 k//~~~ / -,- (2) #5 CONT. OR FIBERMESH / .4" 8" 1'-4" 8" (1) #5 CONT/ ' tt MASONRY WALL AND- PAD FOOTING -<:.J. I ____MASONRy WALL AND ~ PAD FOOTING ~ ... - 0 - ~ ) . ) 0':) ~ " r-' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 8" MASONRY WALL ;> ;><lD ~<lD co :) - - " IS) ... -:) " c ~ a S-; ..I IS) 00 ... L\ S1~ --=-- SLAB STEP 4 RECESS ~ S.G.D. ~ 120 MPH 3 SEC. GUST 6EAL. "\ 5CALENolCP DATE 112/~ E DANSCO ENGINEERING, FAil P.o. 00>< 340fD - APOLLO eEACA4 - FlORIDA - 3~'2 ~ - (813) 64& 11>166 FA'>< - (813) 64& ~~ EB 4610 0 ~ESE DRA\\1NGS AND DESIGNS ARE ~E JOINT PROPERTY Of DANSCO ENGINEERING, PA. AND ~E ~CLlENT ON ~IS PROJECT ANY REPRODUCTION OR UNAJ~ORIZED USE IS PROHIBIITD. - 2003 "' OPTION ~1 OPTION ~ FOOTING WIDTH SEE SCHEDULE LENNAR ~OMEe MIN. SCALE: ~4"=1'_0" ..--=-- 1M \.51 -- TAMPA DIVl61CN DRAU.N B.V. N:/BLOCKS/STD 2001 TYPICAL T~ICKENED SLAB EDGE ; SCALE: ~4'=1'-0' , SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION \ SEE DETAIL L ON SHEET S1 , FOR OUTER EDGE OF LANAI PATfO COLUMN FTG. DETAIL SCALE: ~4N.T.S. I , N 51 \ J "- eeCTION8, DET AILe, NOTES SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION \... 61 .) .. a.. i!:X