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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 "'?-- " CD GYP. 7/16 O.S.B. MIN. SEE ROOF BOARD OR 1)( )( )( )( )( I( .....~~:J NAILING SCHEDULE ON SHT. SN2 5/8" WALL 1/ )( )( )( )( )(J ') ....I\~ _ ELEV. VARIES ~~ &~9~RL~~CREWS / / .1 , ~ ~ALUMINUM DRIP EDGE ~ @ 7 O.C. CEILING ~ !J; 1/ .J'\ " ' & 8" O.C. WALLS t ",,~LUMINUM FASCIA R30 MIN. BATT OR (/ E 1\ '" 2x4 SUB FASCIA BLOWN INSULATION e- ~ 2" U,N,O. . "--12" ALUMINUM VENTILATED SOFFIT 1x2 P.T. HORIZONTAL NAILER ~ ~ STD. 90' HOOK t= S"xS"X16" KNOCK-OUT BLOCK (SEE DETAIL) / ~ W/ 1 #5 CONT. FILLED ~ SOOD~~OOT 1= R4.2 MIN. 1= INSULATION l= ON EXT.. BLOCK WALLS 1= 1x2 PT WD FURRING~~ ~ @ 24" O.C. f- /~ 1 /2" GYPSUM~ IE WALLBOARD U.N.O. E PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ;'- ELEV. VARIES ,.\ /f~ ~1" x 2" FURRING \..IJ' LJ~ "' - ~1" x 6" ROUGH SAWN CEDAR '" 2x4 SPRUCE SUB FASCIA 1,12" U.N.O. ~12" ALUMINUM VENT1LA TED SOFFIT 8"xS"x16" NOMINAL BLOCK WITH 3/S" MORTAR BETWEEN COURSES AL TERNATE FASCIA SCALE: 3/4'=1'-0" ~ (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD = w ---- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ~ _______ z () CONC, SLAB;~ = ~ ~ 0:: _____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF ~\ == ~ (f) .----- EACH FILLED CELL TYPICAL OR FIBERMESH ~ I ~ ~ . I == I-.J ~ HEADER BLOCK U.N.O. ~ - ~~ I z-r---.. d ~ \ / N ~~ -. · t.. ~ f"- ~ ~ "'~YNP;;A~: ~ ~RA9~/~ ~~~ /~~~~ T T ~~':/<<'://)><<~ 1 6 MIL VAPOR BARRIER v~~~J!<1 ! ~~~~> ~ ~ CLEAN POISONED AND COMP.-.J ~,. : ~,. ~>>%>>%: S: SOIL, (95% MODIFIED PROCTOR . ';~ ~.. '.' ~~~ "oc PER ASTM 01557) /7" . · /, /, / /, / 3 MIN. CLR, ~STD. 90' HOOK (2) #5 REBAR CONT.~ ' (SEE DETAIL) ON 3" CHAIR 1'-4" 1/2" CDX PLYWOOD OR 7/16" O.S,B, SHEAl11lNG REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON l11E PLAN. ATTACH SHEAl11ING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O,C. @ FIELD _________... ~SEE UPLIFT SCHEDULE FOR UPLIFT CONNECT10NS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) 1 " S.P.F. DOUBLE TOP PLATE~I ~TRUSS BOTTOM CHORD OR ~L- 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTORJ v j\ TOE NAILS @ EACH END -~.- ~.V;2"X S.P.F. (OR EQUAL) >)... STUDS @ 16" O.C. U.N.O. ~ ~ (1) ROW 2x BLOCKING @ MID HGT. FOR - V - WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING - @ 3rd PTS FOR WALL HGT. > 8'-6". 1x4 P.T. BASE NAILE - ~~~= ~ ";:,,c$S ~~~ os ~~<? ~~ / ~~ c~ ~<:S> ~ -<<S r ~~ ~ ./. ~~ y.....~ NOTES: 1. FILL ALL CELLS BELOW GRADE 'M1EN 'M1EN STEM WALL is LESS l11AN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER l11AN 40" HIGH CONSULT ENGINEER. I II II II II I II II II II L_________JI _\.: JL JL JL 1- - - -11- - - - - - ,;(------- - -=--=--=--=--11 -:..-:..-:..--- -=--=--=--=-1"(--:"-:"-:" - -=--=--=--=-1"(-=--=--=-~ I....-Fl RST BLOCK TO BE II 11I1 II II II II SET IN MORTAR II II II II I II II II II II f= = = = = :::LL_-_-_-_-..,? = ~~-------__,-I-=--=--=--=-...J......h--=-....;:--=---=-...,-r-=--=--=--=-...J-L-=--=--=--=_,-I-:..-=--=--=-...J _-=--=--=--= I II II II II : :: :: :: "-..;I- :T: "-3/S" MORTAR BETWEEN I II II 11:::::-- SLAB & BLOCK F = = = = ::::;-r--------.....,:ol..k ~ ~r-------_......I....h--=--=--=--=-..,r_-=--=--=--=-...J-L-=--=--=--=-...,-r-=--::...-=- _L_-_-_-_-.,- _-=--=-- II II II -..;I- I I II II II II II I II II II , II I II II II I II ELEV 0'-0" I ~' "fd-L---------..JL-____..JL -"'..JL . $- 6\ ELEV. -0'-5 1 /4'~J===~:~-~-~-~-I: e-----J[---------J[' ~J ":r4~' 4 A.F.F. ---: ~ '-fI' ( ": a.,.. ..... _j.' 4 4 ' ~ . z A.F.F. ,,0:::: .4...4. 4..a. .~;, 4 .. '.... .... . .. ," :'..-.." ELEV. -0'-4 1/4" b ~ ~ ~ . 2"x6" RIPPED TO ACTUAL 4. 1,/4" WIDE, ';.. . .. .. . A.F.F. $- 2 t'0 ~ s;:;; ".OR 2~'x4" WlTH 3/4" FURRING .. 4 <l.... 4 . 0 ..-- ::2: .. .a. I I.... . '.. .... ...a N 1/ . "GARAGE DEPTH.. .. · <1 ~., .. 4 ." , / a..' ,... VARIES ." _ 4 <::I4....a / . .. a .. , S"x4"x16" NOMINAL BLOCK WlTH 3/S" MORTAR BETWEEN COURSES v" C.M.U. TYPICAL VTYPE "S" MORTAR '/ I ~ARCHITECTURAL V FINISH SIMPSON SP1 CONNECTOR - L-- CONTlNUOUS TO FOOTER BELOW 9@0 ~OOK DETAIL 'al KO. BLOCK AL TERNATE STEMWALL FOOTING SCALE: 3/4'=1'-0" SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATiON -= (AA \ Sl f GARAGE SLAB AT STEP I SCALE: ~~'=1'-0' , B \ Sl 1 1/2"0xS" ANCHOR BOLT@ 24" O'C1~.V2X P.T. BOTTOM PLATE W/ 2"0x3/16" PLATE WASHER (TYP.) ~ /6X6 W1.4XW1.4 WWF (4" MIN. \: OR FIBERMESH I ,; I , , . /. . J... I' _ . '~ -r-.~ ~ -~'-.. -;- - T-='.. .J J~ t ~, -;- - -~ ~~ -:..~ ..... ~~V:/ 3 1/2"-4; j 3 1/2"-4~^Y^Y~ 6.. ... :;>/ y>~ MIN, MIN. \/ /"'~(/(0~"'y~V"'~'" " /'1> /^YA"'/" /" (2) #5 CONr::-! 4" 1'-4" 8" I- ~.~. _ b II\.~L- "'=' 1 12"~ ANCHOR BOLTS @ 24" O.C. WI 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 BLOCKIN\ r ~ Zx SllJDS @ 16" O/C @ THIRD POINTS / ____R11 1/Z"" x 8""J" BOLT @24" O/C ...------ NOTE: po< APPLY 3 LAYERS W/ TOTAL THICKNESS U8" HIL T1 1 12"~ KWlK BOLT II \ po< OVER METAL LATH, FIRST 2 LAYERS 3/8 THICK wi 8" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8" THICK. BE USED IN LIEU OF ANCHOR BOLTS. . rSIMPSON SP1 @ EA. STUD 6x6 W1.4xW1.4 W'NF"\ OR FIBERMESH \ ~ 2X P.T. PLATE S~]L-" - ~C ~ ~" /;'<YM'~ ~""c ..k. FINISH GRADE 6 MIL VAPOR BARRIER~l~~1 t> ~..' ", t</~y<'~?/ . J . ~ vA';/N.'" Z CLEAN POISONED AND COMPo .~ · / /(~'" ~ L SOIL. (COMPACTED TO 95% MODIFIE ~ l ~ b. ~'~",,\:: ,/,,-'" PROCTOR ASTM D1557) {t('<~<<((<<K;:<~ / t 20" MIN. LAP t y y"\ 'VO<,;' :-00<.,' ~ '~ ':xx,' ~ vv, ~, V~ ,,-#3 OR #4 REINFORCING BAR V 4"x4" INSPECTION PORT AT l= EACH FILLED CELL TYPICAL t 3 1/4" BASEBOARD\ \ l= A 6x6 W1.4xW1.4 WWF \ \ \ E ~ STD. 90' HOOK OR FIBERMESH \\\ \ t= "I / (SEE DETAIL) CONCRETE SLAB WITH BROOM _~ ~ I V ~ MIN 2500 PSI FINI?E STRUCT:~L NOT~S \) ~ . V V ./'". CONC. SLAB ~ />.,y/,,~ "~I~~ 'oc ~ ~ ~ 6 MIL VAPOR/~ · '~~~ "or z ~ <0 BARRIER >// ~ / . ," ~ /~;:; S: ~ .~ L ,,~ /"~/~ '" L i<) Yo . , \ /V .( r/ ~"V "'-../~ 3 /// (2) .#,? REBAR CONT. MIN. CLR. CLEAN POISONED AND COMPo ON 3 CHAIRS TYP. 1'-4" I" SOIL. (COMPACTED TO 95% MODIFIED U.N.O. } PROCTOR ASTM D1557) 1x4 P.T. BASE NAILE~ (1) #5 VERT. IN FILL CELLS 1= 0-7' ~ (SEE FOUNDATION PLAN FOR LOCA T10NS) 1= ' / E ,. LOAD BEARING OR- EXTERIOR WALL -r--. ~. f\ r2x S,P,F. STUDS @ 16" O.C. 'I TV T[/-2x STUD II I U ~ " 1 'I r 8 C.M.U. f-'1 1/ I'" I Ii ~ 1"x P. T. SllJD IY/ ~ I ~ #5 VERT. IN FILLED CELL I l..-r ~ 112" X 6" "J" BOLT I I " y I @ 24 O.C. VERT. I I I I I J..-~2x P.T. PLATE Lr: f'V VVV \ ~ ~ #4 LAP SPLICE 25" MIN, LAP t '1< l<' "" t ~ >sxx.. .>sxo- )SXK ,>>,X ~ ))'^' #5 REINFORCING BAR U.N.O. MIN. 1\ ~ ~ LAP SPLICE l' 36" MIN, LAP f "XX )(~^';:XYC~^'>>;;~ \XX-:' .;,xx;^.;,>>j^0X~^'>>;;~ :,'^" / , #6 REINFORCING BAR ~ LAP SPLICE NOTE: SIMPSON HETA20 @ EACH STUD WlTH 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. SCALE: ~~"=1'-0' f2\ ~ ~ ~ 'VVV S T1PICAL BEARING WALL 1V STEP (1) SIMPSDN SP1 TYP. ~ ~.: NOTE: HIL Ti 1/2"0 KWIK BOLT II wi S" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE rA\ ~ f----- _ ----" _ .,. -. ~ t> _ I--- ~ I> J> .. ~ .c .. .., c I> ~y~yW); , , , ' ..', " ~~~~ l<~~~~"'~,<"",/"",<~,,<(,~~~~/ /~y;AY~Y~Y~Y~Y;AY>>):Y"'" /, / /"//,,,/ AY /.",//~/ /" / / FRAME WALL TO C.M.U. WALL CONNECTION(;\ SCALE: 3/4'=1'-0" ~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION "orz ".-L L~XX'<"XX,( "y #5 REINFORCING BAR J I R 1 7/8"~ '0 .:- SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ 1~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO 1~ ~ ~TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END ~ S TD. ~e> 0 !-tOOK SCALE: N.T.S. r;;'\ ~1 S.P.F. DOUBLE TOP PLATE~ SIMPSON SP2 CONNECTOR~ - 4" 1'-4" T1PICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3~'=I'-e>' (E , ~' REBAR DETAILS '-- - .--- V2"x S.P.F. (OR EQUAL) / STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR~ ~~,19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2"0x8" ANCHOR BOLT @ 24" O.C. r r~/ 2"0x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~t>< 1/ ' 2x p, T. BOTTOM PLA TE~ ~ r 6X6 W1.4XW1.4 WWF (4" MIN. "".~. / OR FIBERMESH L _ . '~ -.,L ~ - -~'-.. -;- - '1 'OC:z ( tlf, ~ - ~~ ~.. -:..~ . ..~~<<~:/ ~ 3 1/2" -4~^\/);:V~ 6.. .. :;;:;;;~>~ MIN. ',,/ /~VV<K<<<<~"'~'" /~>/^yA /" / (2) #5 CON-r:! 4" 1'-4" 8" I' ci 1/2" MIN P.T. 2x4 1/2" GYP. BD. SOLE PLATE\ _ ,... "Gx=HOLD GYP. BD. X' Q:) . 1/2" FROM SLAB_ '~. z/ ~~~~ANBTEAD ~O,-O"S( :. ..,./'''':'- '/~ \' .~~..'. ~ INTERIOR \ . ~., 4 ,.~ ) - 4" . '. ~.- / $- HIL Ti X-CF NAILS @ 12" O.C. . .. :. '.-/ ~~~~~EfJDCtNRCOR~T~06~0~QUAL 6X6 W1.4XW1.4 WWF OR FIBERMESH \'\.. . CONCRETE SLAB\ \Y j6X6 W1.4XW1.4 WWF OR FIBERMESH --'r- -1- ,I \ \ f\ k7 · Z JI' ".{,_<1 . \ \ \ " . ~ ~ ((- <1 . <1 .. \.. - - "<;j- I J ":.;r .9 :::;" \ /,y//y////: /~ '--./ ~ _:...- _.:z. ~ 1_ ~~ - ~ J.I z ~ Y\"'V"~,, <1 , ,,' 4 -~ S~ //;< // ~'Y" ,." .... ~ y. &~>V)2I:)> -1 r<') --'.--------- > ~<0/1r<<':/~,~~ ~'" ~';>>~%>>>~~~'S~ 6 MIL / VAPOR BARRIER 8" 1'-4" 8" (2) #5 STEEL (CONT..) ON CHAIRS __ ~2X STUDS @ 24" O.C. U.N.O. ~ ~1/2" GYPSUM WALLBOARD U.N,O. ~ W/ DRYWALL SCREWS @ 8"0.C. GARAGE /~19 CONT. BEAD ~ U.N.O. SEALANT 3 1/2"-4" MIN. NOTE: SEE SECllON C/S1 FOR ADDIllONAL INFORMAllON -rf -;/ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ~ @ 3rd PTS FOR WALL HGT. > 8'-6". SIMPSON SP1 CONNECTOR - r TYPICAL C.M.U. BLOCK WALL "" ;;;;/ EXPANSION JOINT\ 8" . VARI~, #5 CONT"I\ \ "oct' +... .. a \ ,~ . . ~ ~ M />;/~ . .. '7.. #/)<<<<~ .c YAy;AY~)' ! <;>)25)25'" ~ ~~'0 JP '~r\~~~' '<y;A'>';~ .. I \ ,,~"" '/" <<V;; >>~"'~~M~/ /~ '/ , //~~ / ~ /' . d 3" MIN. CLEARANCE ~BLOCK WALL BEYOND :.> X ::;) 1/2"0xS" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. /r W/ 2"0x3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLATE ~ / 6X6 W1.4XW1.4 WWF D OR FIBERMESH f ... ~ / /><<~~-~~~~'~~-~'~~~~'tJ 1~~~- b ~ /'V/>~J\ I.. ~~~/0/~ . =1 / "0(<<<<~t<<~ ~~y ~OTE: (2) #5 CONT. f />'>Y)>'>j>'i'>Y / HILT! '!2"~ KWlK BOLT II W! 6" EMBEDMENT MAY BE 8" 1'-4" 8" USED IN UEU OF ANCHOR BOL TS. "" ;;;; ~ GALVANIZED METAL STOP SECURED TO WALL IE ;;TO RUN CONTINUOUS AND LEVEL AT A MINIMUM "" OF 8" ABOVE GRADE. z: ~ ES~ GRADE ~ = . I = _ J-,ELEYATl~ 0'-0. co, ~. _L ~TOP OF S~B__Y ~ ~ r\)\\\~~'Y\\\' ~ . . ~'R\S '//\ \ -~ ".- / :.H.D. RECESS U.N.O. MIN. ALTERNATE T1PICAL BEARING WALL 1V STEP WIO SHEAR WALL 0- n :I: so so >. ::\.l .a D "'" n <0 .. cP >> '0 so 0 FINISH TEXTURE BREAK SCALE: N.T.S. I~ , Sl.J- -= GARAGE DOOR SLAB RECESS : fJ\ .V:V INTERIOR WALL SLAB STEP NON-BRG. J SEE A/S1 FOR MORE SLAB INFORMATION SCALE: ~~'=1'-0' , K \ S1 1 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. D SAMUEL A. GREENBERG, P E. "34241; D Tf-lUY f-l. f-lUYNf-l, P.E. '*60122 D IRWIN J. BEN&ON, P E. .4~l1;8 D ALl ABBA& f-lAKIM, PE. #56l86 SCALE: ~"4"=1'-0" ...=. j CC\ , Sl.J ~ (2) #5 CONT. ON 3" CHAIRS (TYP.) 1'-4" NOTE: HIL TI 1/2"0 KWlK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR SOL TS. .. - ..=. TYPICAL INTERIOR BEARING WALL 0/ G \ SCALE: ~"4"=I'-0" S1 ,- SCALE: N.T.S. SEE A/S1 FOR MORE SLAB INFORMA TlON ~ ::\.l ~ ...< r<') 6X6 W1.4XW1.4 WWF I / OR FIBERMESH l ,,, .' Ll ~ --s _...!.. ~ - <r ~ - -A. -..... GRADE I ''''Y/Y/>Y0Y/~''~\ ~~)Y/>//~' " y" y<y /- 0.V~ y ;;""V<</ ' ,'" " /~ "'>)~ ^Y;~Y>> ,,/ /,,/\ L(1) #5 CONT. 3/4" RECESS FOR S.G.D.~ . ".DILe 6X6 W1.4XW1.4 WWF ~ / OR FIBERMESH '" I .... 4 ,k' d. .. J,.. J. I -,; ~.....- ~-,-,r - -~- - 41 ~~ 't~~~~~;-' '. ; · ~~'Y' ~;; / /Y / ff;/ /~ //" /)'/ / /<<~ (2) #5 CONT. ('\ <",~~"",,<: ~"< ' 4" 1'-4" 8" -- rEXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. ill CREATED 01-02-02 TO TI4E BEST OF TI-iE ENGINEER'S KNOWLEDGE AND BELIEF, mE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITI4 mE FLORIDA BUILDING CODE, 6ECTION 1~0b FOR 120 MPI-4 3 6ECOND GUST, EXPOSURE '6' WIND ZONE (2001 EDITION). TI-4IS DRAUJING AND DESIGN IS vALID FOR 12 MONT1-46 AFTER THE DATE IT IS SIGNED AND 6EALED. 61GNED AND SEALED FOR THE STRUCTURAL PORTION OF T1-416 DRAWING ONLY. . "<;j- . ~ EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN SLAB EDGE BETWEEN ~3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN l/ADIC'C 6X6 W1.4XW1.4 WWF \ / OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINiSH U.N.O., / . - \ \ I ~ ".t":.;r \ \\~.-Y--;'-;--~~~~ J~~ . _I<-+-~ ' . --.. ... . -1 ........ ~ 'r .N ~ + -4-~ - ~7 '- ... \ / ~ . /v);: ');: ~ ~ "oc :::::-~" "'...../ /'\j /.y/~.. -...~ ~ 4.. <1 /~1/ / /// / r<') r<') " y,,', v, x vl~ r" .~.. if>.,"'''' 6X6 W1.4XW1.4 WWF~ 0[/)<~v~//~;X" OR FIBERMESH / ~l-(2) #5 CONT. ~ 8" 1'-4" Ii" (1) #5 CONT. t MASONRY WALL AND-'-h: 3- PAD FOOTiNG ......__MASONRY WALL AND ~ PAD FOOTING .0 .... ... (:) - - o , ::> I:>? u . cP '. :t: CJI~ :is o - . co ... cP :.r.l 0 >- > -I cP - -a ~N .1- - , .-I .u~ ...J , ~O- z: :J: ;Q '0 ,.d:a 1. ..lC :f ~ - 0- _ I X .... <- z: q) z::- J.J :. ...J cP - :J: ... S> so IS>> ::\.l <:g CD ::;) - .... ;Q cP - ~ ;Q C ~Cl ~-; ...J cP :CC - .. 0- z: :I: SEE SEC. A/S1 FOR ADDITiONAL SLAB INFORMATION 8" MASONRY WALL 4" 8" OPTION #1 OPTION ~ CONT. FOOTING STEEL \ \ JI =11/2" MIN, " GRADE 6 MIN. />.. ,/>.. ,/>.. ,,/'':-.. f\ /:y(<( Ie. IY^'Z(^-<(~y 0>>: L-f- ~w>>/<<y FOOllNG BEYOND v~ \,. r,,<<<<<<'" ~I.I. · · · I/Y//Y//Y/), ,..I" 3" MIN. CLEARANCE \~~"'~~""~%~"'~"0' ' PAD REINFORCEMENT ~/ ~%~~~ .~* (SEE SCHEDULE) 'J" MIN. CLEARANCE FOOllNG V\'1Dll1 SEE SCHEDULE r D E DAN5CO ENGINEERING, FA. p.o. eox 3400 - APOLL.O ee~ - FL.ORIDA - ~~&'2 R-IONE - (el~) 645 0166 FAX - (el~) 645 ~<aa E6 4510 0 TIjESE DRAWINGS AND DESIGNS ARE TIjE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND TIjE ~ CUENT ON TIjIS PRO"El ANY REPRODUCTION OR UNAUTIjORIZED USE IS PROHIBITED. - 2OD3 "' - .N ~-J "oc :::::- ~ b.1 Z I N- ~ :::::-~ i<) FOOllNG DEPl11 SEE SCHEDULE 120 MPH 3 SEC. GUST SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI -= PATIO COLUMN FTG. DETAIL (N \ SCALE: ~~N.T.S. ~I eEAL'" \ eCALENoTED DATE 1/2/02 LENNAR ~OME5 MIN. T1PICAL THICKENED SLAB EDGE fL\ SCALE: 3~'=1'-0' \511 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATiON ~ SLAB STEP ~ RECESS 1V S.G.D. J SCALE: ~~'=I'-0" , -=- M\ Sl J TAMPA DIvl61CN DRAUN B.V. N:/BLOCKS/STD 2001 SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ 5EC1ION5, DEr AILe, NorS5 \.... 61 ~