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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 >< rOOF COVERING STRENGTH ~;?' 7/16" O.S.B. MIN. SEE ROOF CD GYP. ... NAILING SCHEDULE ON SHT. SN2 ~~~,~Dw;LRL 1\;\;\;\;\2\ (...l..l--..... ELEV. VARIES & s" O.C. WALLS \~"'" '---ALUMINUM FASCIA R30 MIN. BATT OR (/ 1\ . ""-2x4 SUB FASCIA BLOWN INSULATION ~2" U.N.O. ~2" ALUMINUM VENTILATED SOFFIT 1x2 P.T. HORIZONTAL NAILER ~: STD. 90' HOOK I S"xS"X16" KNOCK-OUT BLOCK (SEE DETAIL) / W/ 1#5 CONT. FILLED SaUD W/GROUT R4.2 MIN. INSULA TION ON EXT.. BLOCK WALLS 1x2 PT WD FURRING~ @ 24" O.C. 1/2" GYPSUM/ WALLBOARD U.N.O. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ~ ELEV. VAR'ES cII~ 11 ':J ~ 1" x 2" FURRING "'-- LJ '- " ," x 6" ROUGH SAWN CEDAR "'" 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VENTILATED SOFFIT S"xS"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ~c3'>'? oF~ / ~~ """,,<:5> q::> O' ~ ~ == (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD = == w ----- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ______ z u CONC. SLAB ~ ::~. SE 0: __________4"x4" INSPECTION PORT AT 6X6 WI.4XW1.4 WWF \ \ ::: = \!J (/) ~ EACH FILLED CELL TYPICAL ~R FIBERMESH \. ~ ~ ./-~ HEADER BLOCK U.N.O. I z-Y-- oq .. ~ _ \ I ~ 'N SE~ .. i.o' ~ f7 5 N ~ ~ ~'~>/:y;/;';/$;: j ~RA9~ / ~ v z ~ ~~ ~~' '':/<<'Y<<'Y<<',<<, '1 6 MIL VAPOR BARRIER %0"1" 1 ~~~~ "- CLEAN POISONED AND COMP..J. :.~' ~i(0, SOIL. (95% MODIFIED PROCTOR ;r~ ~~ ~~~" "ex:: PER ASTM 01557) 3 ' ,/~' /, / MIN. CLR. STD. 90' HOOK (2) #5 REBAR CONT.~' 1'-4" (SEE DETAIL) ON 3" CHAIR , SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) l~ '" S.P.F. DOUBLE TOP PLATE~J ~TRUSS BOTTOM CHORD OR . _ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR ^ TOE NAILS @ EACH END -~,r- / " / " ~ /f"x S.P.F. (OR EQUAL) 1 2 COX PLYWOOD OR 7 16 ~ STUDS @ 16" O.C. U.N.O. O.5.S. SHEA1l11NG REO'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON 1l1E PLAN. - - WALL HGT 8'-6" (2) ROWS 2 SLOCKING ATTACH SHEA1l11NG W/ 8d ^ . <. , x" COMMON NAILS @ 4" O.C. @ l ~ @ 3rd PTS FOR WALL HGT. > 8 -6 . BOUNDARIES, 6" O.C. @ EDGES, ~ r19 AND@12"0.C.@ FIELD ___________~ ~~ / SIMPSON SP1 CONNECTOR --'- - 1/2"0x8" ANCHOR BOLT@ 24" 0'C:3~V2X P.T. BOTTOM PLATE W/ 2"0x3/16" PLATE WASHER (TYP.) . r 6X6 W1.4XW1.4 WWF (4" MIN. . . / OR FIBERMESH l. , . ~ ..."L.~ - -~~~-,- - T .-V t ~ ~ ~--~ t>~._-:~~ " ~'ftY<<v~/ ~ 3 1/2"-4"'>AYAY~ ~" ... ;%>;~>'\ , MIN. ,,/ /~/~K<v(~""~'" /~"/AYA /, / (2) #5 CON1=I " 4 3 1/2"-4" MIN. 1x4 P.T. BASE NAILE - ~ :::;" -= - I ~"C.M.U. TYPICAL =v V TYPE "S" MORTAR / I ~ARCHITECTURAL = V FINISH =~ }~L- (1) #5 VERT. IN FILL CELLS IL;z ~(SEE FOUNDATION PLAN FOR LOCATIONS) /'~ - 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL ~~ #'~ .~ V'~~ ~ ~<::SS oF""""~ ~ ~ NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN VlMEN STEM WALL IS LESS 1l1AN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER 1l1AN 40" HIGH CONSULT ENGINEER. I II II II II I II II II II ~=====;...~-_-_-_JJ.._ -r;'----JL----- ____JL_________JL________-;-~ FIRST BLOCK TO BE I II I~----------II ---------~~---------~r_--- ,r- I II II II II II SET IN MORTAR I II II II II II I II II II II II F = = = = =:!.. L-~ _- _- ---,7 = ~ ~ -- -:.... -- -I-r -=- -=--=- -::......J_L -=- -=- -=--=-j-r-=--=--=--=-...J_L-_-.=- _=_ _=_ "'-I-=- -=--=--=..-1 _-=--=--=--= I II II II II I II II II ':.,r III c-3/8" MORTAR BETWEEN : :: :: :: ~ II SLAB & BLOCK ~====T---~--~~ ~r~~----~-~~~~IT~~~~~-~~~~~T~~ -L-------~i -== I II II II I II ELEV. 0'-0" ELEV. -0'-5 1/4" I ~===--Jl..--------iT= ~---------r~~~~~->-~~~~iT -, M~ ~J.I' .;;'~ '" A.F.F.~ ~ '~_________.JL_ _ -lL .JL y;j , 0 (' 4 ~ 'j'd d"~' :z 4 ~ 4 4 ~ 4 al ; ~. ~ .4 .' - ~ ~ ELEV. - 0' - 4 1 /4" ~ b ~ ~ ~ 2"x6" RIPPED TO ACTUA4L 4. 1)4" WIDE ~ d' , ~ . 4 ~ A.F.F. E2 n is Q 4'OR 2~'x4" WITH 3/4" FURRING 4 . ~ 4 '--:2 V" .~ '~'GARAGE DE.PTH",4.~, ~ 4 ~ t ~ 4 ,4 . ~ ~ / VARIES ,~ 4 a ~"4 / .a . ,'4.<:1 4 4 '4. .6 S"x4"x16" NOMINAL BLOCK WITH 3/S" MORTAR BETWEEN COURSES AL TERNATE FASCIA &CALE: 3/4':1'-0' ~ A.F.F. b N " 6CALE: 3".4':1'-0' (;;\ ~ CONTINUOUS TO FOO1ER BELOW ~0. HOOK DETAIL 'Cl) KO. BLOCK AL TERNATE 5TEMWALL FOOTING 6cALE: 3/4': 1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION I AA , , 51 I GARAGE SLAB AT STEP 1 /2"~ ANCHOR BOLTS "'-. @ 24" O.C. W/ NUT & WASHER "':::: ~ 1/2" MIN. PLYWOOD SHEA THING NAILED wi 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" OIC EDGES, AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. .. t. (2) ROWS OF 2x BLOCKIN\ ~ ' .r--2x STlJDS @ 16" O/C @ THIRD POINTS t:s-: / r'A _____ R 11 1/2"~ X 8""J" BOLT @24" O/C ><)..,------ '.01/ 2""'X 3/16" PLATE WASHER TVnICAL ~ /;7/8" S11JCCO FINISH PER ASTM C. 926 " ~ ' ,r ~ APPLY 3 LAYERS W / TOTAL TI1ICKNESS 7/8" ~1~W'1/2"rf> KWlK BOLT II \ > OVER METAL LAlli. FIRST 2 LAYERS 3/8" lli/CK W/ 8" MIN. EMBEDMENT MAY -< EACH. 3RD LAYER 1/8" lliICK. BE USED IN LIEU OF ANCHOR ~ BOLTS. <- iSIMPSON SP1 @ EA STUD ,.?'"' 6x6 W1.4xW1.4 WWF\ -< OR FIBERMESH ~ 2X P. T. PLATE ~6.J1 . ~- S~C,,-' ~ ' \.' J ~ ~ /~ Y/y;;~ ~'.'~ ~t:> . J&. FINISH GRADE 6 M'L VAPOR 8ARR'ER ~'<< ~.\" .' . ~~~::> . /~ .~ >)\y~/ ~ z CLEAN POISONED AND COMPo ~\( 'jh" .~ ~~"</('\. 2 SOIL. (COMPACTED TO 95% MODIFIE ~.";,.. ~ 6 \' ,,/ ~ /'" , '/~/ / ,'/ / / / ,~/ / PROCTOR ASTM D1557) { ("'''</(~ ~,A'\ t 20" MIN. LAP t ~'~' ~ "~ ,~, ,~,~, ~~ .....v~ ~'!: :I..::!....vv S:!::~ vvv r 3 OR #4 REINFORCING BAR z: ~ > - ~,-:, , / ~>>'k0 6 MIL VAPOR/~ BARRIER / // \ Ar2x S.PJ. SllJDS @ 16" a.c. / - ':' -i[/-2x SllJD I y " I 'I r 8 C.M.U. /f 1/ I I)~ ______ 1"x P. T. SllJD I yV ..v I ~ #5 VERT. IN FILLED CELL : f /1/2" X 6" "J" BOLT V I @ 24" O.C. VERT. I I I I I j.-v-2x P.T. PLATE -r: "." VVV 1 x4 P. T. BASE NAILE LOAD BEARING OR EXTERIOR WALL r--- ~. . ~ ~ 4*4 LAP SPLICE 25" MIN. LAP {' "" ,J ~:'R~R= aX;:: 'm' ~ 1'-4" 8" 3 1/4" BASEBOARD~ A - ~ 6x6 W1.4xW1.4 WWF =. STD. 90' HOOK OR FIBERMESH \ = -~I / (SEE DETAIL) CONCRETE SLAB WITH BROOM I V ~ MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES \ \ 'I /: ~ CONC. SLAB \ . // ':~~/.Jl "co ~ "co z 'Ay~W .1 ~ · /~ t ~((:<y: ~z ~ ~ \v{'- '\ ~ r<') - ./4 ~V'y/,-< 3 " // , (2) #5 REBAR CONT. MIN. CLR. CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. l' 4" I" SOIL. (COMPACTED TO 95% MODIFIED U.N.O. -} PROCTOR ASTM D1557) U.N.O. MIN. vvv \ T'YPICAL BEARING WALL ~ STEP I 6cALE: 3~ ':1'-0" , ?\ 51~- ~ . N . ......... <D ~ Z I ~ (I) SIMPSON SPI TYP. ~ . ,. HI 1\ ~ ~ LAP SFLlCE l' 36" MIN. LAP f , . ~ ~ xv, ~~^~>>' ~~:~;:;;~~~:~Xtj^~~^~%~ ~,,-^/, , #6 LAF SFLlCE NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1(2" MAY BE USED IN LIEU 0 ANCHOR BOLTS, PROV1DED HETA20 EXTENDS UP STUD. SIMPSON SP1'S ARE NOT REQUIRED W/ THIS ALT. NOTE: HIL TI 1/2"0 KWIK BOLT II W / S" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOLTS. . ~ HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE rA\ .~ f.- ~ ~ _..:....,.~~- ~ ~ ~ ~ c ~ C> ~~ >;>/>> Y>;>/~ ~ ~ ~ ~. ~~ t:<<<<<<<0< t:> ~~ . >> "">> "'>> '" ~ ~ ~ . ~ ~~~~/ l~~%~~~~~~0""- /, /", /'" /(", A"- /'\. /'\ / FRAME WALL TO C.M.U. WALL CONNECTION~ 6CALE: 3/4':1'-0' ,,51J ~ "coz ~2 #5 REINFORCING BAR J R 1 7/87 o ."- SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ 1~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO 14 '" S.P.F. DOUBLE TOP PLATE~' ~TRUSS BOTTOM CHORD OR J ,.;--; 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR ~ TOE NAILS @ EACH END -\'jA'- - ~-/~2"X S.P.F. (OR EQUAL) ./ ~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR~ :S R19 WALL HGT. < 8'-6". (2) ROWS, 2x" BLOCKING f:<' /i @3rdPTSFORWALLHGT.>8-6. >: f/r-~1 /2"0xS" ANCHOR BOLT@24"0.C. < W/ 2"0x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~ >- 2x P.T. BOTTOM PLATE~ ~ r6X6 W1.4XW1.4 WWF (" M,'N ": ~ /' L c- O~~~IBER~rESH ~ '0 + ~-~--~~~;:." ~ ~y//y/):/ "co~ . . ~ ~~ y\ V /,,-,,</ ::iE 3 1/2"-4"/AYAYB\. ~ ~ '. . '.' · ~';'Y> " MIN. ',,/ /~/~~V(~""~" /0" /A /); /" / (2) #5 CON1=I " 4 I' ~ 5TD. ~0. HOOK 4" 1'-4" -=- T'YPICAL EXTERIOR FRAME WALL FOOTING /r E SEE A/S1 FOR MORE SLAB INFORMATION 5CALE: )-4 ':1'-0' , 51 , I SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION REBAR DETAILS 6CALE: N.T.6. fF\ '-V :.:> :c ::l 1/2"0xS" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. r W/ 2"~x3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLATE ~ /. "I / 6X6 W1.4XW1.4 WWF .J OR FIBERMESH ~ I 1\'l>~~-~':->~~--"-AL, . />;>'l,-t31/Z"-D J '<(~~~ I' ~ ~;(~<~/ MIN. ~ '''/ / >/ /'\ ~ /" /" Y /" . ,,/ ~<<<<<~K(~;(",y ~OTE: (2) #5 CONT. )t:' /));/0/ >/~ / HILT! 1/2"0 KWlK BOLT II W/ 6" EMBEDMENT MAY BE F( USED IN LIEU OF ANCHOR BOL TS. ~ I/Z" M'N P.T. 2x4 1/2" GYP. BD. SOLE PLATE\ ~ '??fHOLD GYP. BD. X~ ~ .~. 1/2" FROM SLAB .r-CONT. BEAD . 'z"'/ SEALANT -$0' - 0" .' ';:::, <. ' /S2 ~. . ~~ ':.--..1 / INTERIOR \ J ... -4" $- HIL TI X-CF NAILS @ 12" o.c.~ · ',' .Y STAGGERED, FROM BOTTOM 6X6 W1,4XW1,4 'NWF OR F1BERMESH ~ PLATE TO CONCRETE OR EQUAL . CONCRETE SLAB, /6X6 W1.4XW1.4 'NWF OR FIBERMESH v J \ \ f\x: -.-- --I-- - .- 'N~JI' A~ \\\_- v I ,':.;r ...........~ ~(- oq .. . 'oj I . <r ~" \ ',y//(//(/: /~. . - ~ - -:- _<L ~ -.A - ~~ -.:... ~:..d:J 'N ~ . Y,,\ v::',",, .... . .' 4 - ~ ........... ~ ~ " /.>> y> !~~//.. j' .. . a,,";.&, /)//>>>ij'>' I ~ / A ". /. /,~/..'" ~.---------- >:: 'A ~;;"" ~ ~~~~~~ eA~~R BARR'ER~ ~ B' 1'-4" B" (2) #5 STEEL (CONT..) ''-/ -; ON CHAIRS 2X S'TUDS @ 24" O.C. U.N.O. NOTE: SEE SECllON C/S1 FOR ADDITIONAL INFORMA 1l0N / C.H.D. RECESS ~ ~19 / U.N.O. 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"0.C. I ~ GALVANIZED METAL STOP SECURED TO WALL ~TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. z EST. GRADE SE / _ J-,ELEVATlQ..N 0'-0. "co, -L ~~p OF S~B_ './ ~~~y~\\~ J , ~~\S \)?\ ~ ~ EXPANSION JOINT\ 8" VAI'(I~:-' #5 CONT.\ \ , \ b, +)Y/)!"X' \.7, '-~d 'ly~{' '0 ~)>>>~~"\,,> } . <y~~"" ~ ,,<~0 ~ . ' \ <~<<,,<<, " "->"- "->'" I ~. \ '" 's" " "-,,, V~y~ /' V" "\ " ~// >:// ",/(V ? y~'y>: ~"<^'\. /~ "" /, / // / . /, ,,/' .1,- 3" MIN. CLEARANCE (2) #5 CONT. 1'-4" ON 3" CHAIRS (TYP.) ~BLOCK WALL BEYOND CONT. BEAD SEALANT 3 1/2"-4" MIN. SIMPSON SP1 CONNECTOR "" "" "'/ TYPICAL C.M.U. BLOCK WALL 1'-4" 8" U.N.O. MIN. ALTERNATE T'YPICAL BEARING WALL ~ STEP W/O SHEAR WALL 8" 1'-4" FINISH TEXTURE BREAK 6CALE: NT&. I , H 51 \ /- GARAGE DOOR SLAB RECESS : fJ\ ,,51) ~ INTERIOR WALL SLAB STEP NON-BRG. I K \ SEE A/S1 FOR MORE SLAB INFORMATION 6CALE: 3".4':1'-0' ~ 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. ~4245 D TI-!U'r' I-!. I-!U'Y'NH P.E. #60122 D IRWIN J. BENSON, P,E. 4*4~158 D AL r ABBAS HAKIM, P.E. *'S618b &cALE: 3~':1'-0' ~ \ET -=- NOTE: HILTI 1/2"0 KWlK BOLT II W / 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOL TS. a.. :') :J: olD ;g >. ='J ..a o ~ :') 0) .. CD :>> '0 :>> 0 ='J :;, ....< o .... ..- 0 - ... U , :::> In 10 . ;... a~ :is lC ~ . 0) 0- :I) U - - >- > ...J CD - "10 :l"" .&.. - I .....J .u<:.!' ...J , ~~ SCALE: N.T.S, SEE A/S1 FOR MORE SLAB INFORMATION T'YPICAL INTERIOR BEARING WALL I SCALE: 3".4":1'-0' \ G 51 \ J- . v 6X6 W1.4XW1.4 WWF I / OR FIBERMESH ~-'1-.~~Q--<r'~.--A.__ '.. 4 GRADE I '''\" Y)>Y)))//>)/)~" ~\ >>;/)ij)Y/"\" " V~'/'~(; ~/~/J V~/" ,"\ ," //~~~/> ,,/ /,,\ "-(1) #5 CONT. 3/4" RECESS FOR S.G.D.~ /'AD'l:'<: 6X6 W1.4XW1.4 WWF "" / OR F'BERM~SH ," ~~-~.r~~~~at J~~ ~~ -"- ~ 'tr ~.-/'''. , . oq ,;. ,,~>;Y' ~ ~~~~~a '.. ~ ~ ~~"\ / /y / ~;:~/ j(Y j(Y /))/; ;( (2) #5 CONT. ~ '" <\~,"<<," "","Y <-< ' 4" 1'-4" 8" -- ;- EXTEND FILL CELLS TO FOUNDATION I PAD MAT REINFORCING. & CREATED 01-02-02 TO T~E BEeT OF T~E ENGINEER'e KNOWLEDGE AND BELIEF, TI-IE eTRUCTURAL PLANe AND 5PECIFICATION5 COMPLY WITI-l TI-lE FLORIDA BUILDING CODE, OECTION 1~0~ FOR 120 MPI-l 3 eECOND GU5T, EXF05URE 'B' WIND ZONE (2001 EDITION). T~le DRAWING AND DEelGN Ie vALID FOR 12 MONTI-l5 AFTER T~E DATE IT Ie elGNED AND eEALED. 51GNED AND 5EALED FOR T~E 5TRUCTURAL PORTION OF T~15 DRAWING ONLY. or~J . ...........~ ~ J ~ . v . I .' '? 'N~ I' . ...........::!:~ ~ ~ ~ EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL /3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE BETWEEN IARIFc; 6X6 W1 4XW1 4 WWF DOOR FRAMES AS SHOWN \ OR FIBERMES'H FINISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O.\ / / I, ":.q. -":.q.":.q. \ \\:/"~/--"~-~~~t J~~ b ~\ ;-;+-zJ L .' \ ,,/ ~ .. ~ ""- ' '-""- ' ~ ,c ;" ~'" ~,:-,<<f&i-- '/. . ~ . ..~< />>;>>/ ~ 6X6 W1.4XW1.4 WWF--../ r<}v/U /(//~'/x" () OR FIBERMESH V' ~-r 2 #5 CONT. I 4" 8" 1'-4" 8" (1) #5 CONT/ ' It MASONRY WALL AND-I---<J I _____MASONRy WALL AND PAD FOOTING r--- PAD FOOTING SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION 8" MASONRY WALL 4" 8" OPTION :1*1 OPTION ~ CONT. FOOTING STEEL\ \ / =11/2" MIN. 6" N GRADE J MI. '~ v ~ '/: ."/>'- "1\ - /M'< r \~ &/C:<(/C.:<(/(Y FOOllNG DEP1l1 ~'>>: ~+- ~w>>//~>/ FOOllNG BEYOND SEE SCHEDULE ~.... r,,<<<<~'" , //~ I k'v/Y//Y/)' ~' 3" MIN. CLEARANCE 3~ ,~" "~,, "u" ,,'/>--.'< ~~" "/" "/' ' " v~~"/<</<<Y;W<</<<~/ PAD REINFORCEMENT t'--.~~~~~~ ,~,/~!/,,, (SEE SCHEDULE) '3" MIN. CLEARANCE FOOllNG ~D1l1 SEE SCHEDULE r Dr DAN5CO L ENGINEERING, FA. p.o. eox 3400 - APOLL.O BEAC44 - Fl..ORIDA - ~~&12 R10NE - (el~) 64& IZ>t66 FAX - (al~) 640 ~~ Ee 4& 11Z> 0111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND 111E '0'CUENT ON 111IS PROJECT ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBllID. - 2003 ~ :I) '0 <'~ :L._ ~ g -a. - , :z: ..... <..... Z <D z:: - .u ,. ...J <l) - :::J: 0- D :8 ~ ='J .. CD ::l - ..... :n (I) - .., ~= ~ <D :00 - 000.. iC:J: 120 MPH 3 SEe, GUST SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI eeA1.~ \ eCALENoTED DATE tl2/1Z>2 LENNAR ~OMee MIN. T'YPICAL THICKENED SLAB EDGE fL\ &CALE: 3~ ':1'-0' \ 51) SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMA TION ~ SLAB STEP 4 RECESS ~ 5.G.D. I 6CALE: 3".4":1'-0' , M\ 51~ -==-- TAMPA DIVlelCN DRAUN B.V. N:/BlOCKS/STD 2001 PATIO COLUMN FTG. DETAIL I , SCALE: 3".4N.T.6. N 51 , J ~ eeCTIONe, DET AILe, NOTEe SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION '- 61 ~