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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. ~ NAILING SCHEDULE ON SHT. SN2 BOARD OR f7\?\?\?\?\2\ '7:.:'./..:z. ELEV VARIES ,,1'\ ~b~'~DW~L>-,~ ~fI""" ~~" . ~JJ' DRYWALL SCREWS ~~ ~~ ~ALUMINUM DRIP EDGE @ 7" O.C. CEILING 1/ \ " - ''''-''--ALUMINUM FASCIA & s" O.C. WALLS ~ t ""l ~ R30 MIN. BATT OR ~ \" 2x4 SUB FASCIA 1x2 P.T. HORIZONTAL NAILER t ~~ STD 90' HOOK :: t S"xS"X16" KNOCK-OUT BLOCK (SEE DETAIL) / ~ w/ 1#5 CONT. FILLED :: SOLID W/GROUT ~ :: R4.2 MIN. r= INSULATION r= ON EXL BLOCK WALLS r= ~~ 1 x2 PT WD FURRING ~ ~ @ 24" O.C. 1= I- 1/2" GYPSUM/ WALLBOARD U.N.O. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ~ ~ ELEV. VARIES ~I""\ - ~ ~" /1 ~1" x 2" FURRING LJ '- " - 1" x 6" ROUGH SAWN CEDAR "'" 2x4 SPRUCE SUB FASCIA ~ 2" U.N.O. ~12" ALUMINUM VENTILATED SOFFIT ~ 1 x4 P. T. BASE NAILE S"xS"x16" NOMINAL BLOCK WITH 3/S" MORTAR BETWEEN COURSES SCALE: 3'4':1'-0' ~\ ~1 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) 11 '" S.P.F. DOUBLE TOP PLATE:jI ~TRUSS BOTTOM CHORD OR . _ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR ^ TOE NAILS @ EACH END -M r- ~V;2"X S.P.F. ~OR EQUAL) 1/2" COX PLYWOOD OR 7/16" ~ STUDS @ 16 O.C. U.N.O. O.S.B. SHEA THING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICATED ON THE PLAN. ATTACH SHEA11-llNG W/ 8d - . I- WALL HGT. < 8'-6". (2) ROWS, 2x" BLOCKING COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8 -6 . BOUNDARIES, 6" O.C.@ EDGES, ~1/R19 AND @ 12" O.C. @ FIELD _________ ~ ><S- ~ ~ SIMPSON SP1 CONNECTOR -VL- ^ 1/2"0xS" ANCHOR BOLT @ 24" O.C-:= tV2X P.T. BOTTOM PLATE W/ 2"0x3/16" PLATE WASHER (TYP.; ~ r 6X6 W1.4XW1.4 WWF C" MIN. ,I~ ~ ~~ _ O~-c~~ERM~HJ . z r + ~'- -c --"> ~jl-.;. ~Y<<V~~.7' - 31/z"-b roPE ~ ~/2"-4~>'>/~Y~ ~ ". · ;-);';);)>~ MIN. MIN. ,,/ /~V'.f,(/",V"'Y~~'" ;;K"'. /'A y).;"'./ i'- / (2) #5 CONTI " 4 l' -4" R" - ::I..~-=: 1 x4 p, T. BASE NAILE :/" C.M.U. TYPICAL i/TYPE "s" MORTAR ," I ~ARCHITECTURAL I- V FINISH t F\~ ~ (1) #5 VERT. IN FILL CELLS ~7 C-(SEE FOUNDATION PLAN FOR LOCATIONS) ~/= ,,~ ~ ~'J #~ .~ Y'''-~ ~ ciS &.~ # ~~G;;, ~~ ...... ~ ~<:(i>' ~~o::ff::: ~<::...G;;,' 3/4" BASEBOARD == ==' _____ (1) #5 VERT. IN FILL CELLS ==::: w (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ____ . 0 CONC. SLAB.~ ~ ~ ~ 0: .._____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF \' = == ~ if) ______ EACH FILLED CELL TYPICAL OR FIBERMESH - ~ 4: .... ~ ~I .--<~ HEADER BLOCK UN.O. ~~t=<1 ~ ~- \ .~7 ~ ~~ ~ ~~~~P/~': I.J QRA,9f;/~ ~~ ~ ~Y!(~~ I I ~~~~~ 1 6 MIL VAPOR BARRIER ">0)1>/'1:: ~~ '- CLEAN POISONED AND COMP..J ~,," ~','.. ~<(:.(<(:<, ""'"' SOIL. (95% MODIFIED PROCTOR:;~~?>>~'V' '^' PER ASTM D1557) / 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 'M-lEN 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 ~=== = =;.--_-_-_-_Jl_ '1.-~-_-_-_Jl--=-_=__=__=__- -=--=--=--=-Jl--=-_=__=__=_-,-r-_=__=__=_-=..Jl--=-_=_-=-_=_-;r=-_=__=__=_-= ,r-FI RST BLOCK TO BE ::i :: :: :: :: SET IN MORTAR I II II II II II I II II II II II P. == = = =- d,L_-_-_-_-..,r ':;: d.~-=-----~r-=--::...-=--=-...J.J:..-=-...=--=--=-...,-r-=--::...-=--=-....J~-=--=--=--=-...,r-:...-=--=--=-....J _-=--=--::...~ , II II II II I II II 11::'<t- 7f1 f--3/8" MORTAR BETWEEN : :: :: :: ~ II SLAB & BLOCK ~ = = = = T-----~~~ ~ ~~~------~~-=--=--=--=-lT-=--=--=--=-~~-=--=--=--=-[T~-=--=- -L--------~i -== I II II II I" II ELEV, 0'- 0" .... ELEV -0'-5 1/4" I r===-~~----=---:T=' d~------lT-=--=--=--=-~-L-=--=--=--=-lT 7 t ,:r', . :;~ , ' ", A.F.F." ' ~, .'~---------.JL- -lL ~ '.' 0 "'" A.F.F. ( "'4." 4d., 4."d ' '" ' ., ',',., :4:,-/4., '4""'> '\,"' ELEV. -0'-4 1 /4" $- ~ ~~~ 2~x6"'RIPPED TO AC~AL '41'/4"~D~/4' ~'~>. 4 "., A.F.F. 2 t'0 gs ~ ..40R 2~'x4" ~TH 3/4" FURRING . . ..- z ' ' , ".,' '" 'd: I I,' 4",4" ", '4" ,",4' , .. :d , N 4 ~GARAGE DEPTH., .", ., 44>9A , ., VARIES 4" . ./J4.,. . 4 4. <1, do S"x4"x16" NOMINAL BLOCK ~TH 3/8" MORTAR BETWEEN COURSES AL TERNATE FASCIA &CALE: 3/4":1'-0" / 4 ,., , ,., CONTINUOUS TO FOOTER BELOW ~g. HOOK DETAIL Ia) KO. BLOCK ALTERNATE STEMWALL FOOTING &CALE: 3/4':1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION J AA , , S1 I GARAGE SLAB AT STEP ~ . ~ 1/2" MIN. PLYWOOD SHEATHING NAILED W/ Sd COMMON NAILS @ 4" o/c BOUNDARIES, 6" OIC EDGES, AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ~ -~ e- (2) ROWS OF 2x BLOCKIN\ ~' ~2x STUDS @ 16" ole @ llilRD POINTS ~ / ~ I ____R11 1/Z"0 x 8" -J" BOLT @ 24" Ole ~ ~ W/ Z-~X 3/16" PLATE WASHER 'f'r?ICAL ~ r~~~yS~ff~~I~H/ ~~~lA~~~E~~67/8- NOTE' "">. I - HILll"/2"~ K'MK BOLT II \ <:;.. OVER METAL LATH. F1R~T 2 LAYERS 3 8 THICK WI 8" MIN. EMBEDMENT MAY ><x EACH. 3RD LAYER 1/8 THICK. BE USED IN LIEU OF ANCHOR ~ BOLTS. <- __SIMPSON SP1 @ EA. STUD <- / - 6x6 W1.4xW1.4 WWF \ <- OR FIBERMESH r:<~ 2X P.T. PLATE . , C'J . " , '\. ..........~ ,~ '- ~, , ,~ ~::E ' ,," ,"C> ~ /)" Y));j/;~ ~. ~.c .J&. FINISH GRADE 6 MIL VAPOR BARRIER~~~ .. C> ~_. '. " .. (//.......V-0/ . :/?> .--~: ~~V~Z CLEAN POISONED AND CaMP. ~ ~ . A '\'~*" 2 SOIL. (COMPACTED TO 95% MODIFIE ",,- ~7 -::7 7. 7'7 yY PROCTOR ASTM D1557) ..( ((~"0 ,,/(" 4" 1'-4" 1 20" MIN. LAP 1 .. .~' '<:XX.' ~ '.'</7 ')<iX.' ? ~~, ~, v-.. "--13 OR #4 REINFORCING BAR 1/2"~ ANCHOR BOLTS @ 24" O.C. WI NUT & WASHER "r2x S.P.F. STUDS @ 16" O.C. y IH~ I ~2x STUD I; I v LYv I ~I r 8" C.M.U. Vt 1/ ! ~~ 1"x P.T. STUD WT ~ #5 VERT. IN FILLED CELL : 1~1....-----1/2" x 6" "J" BOLT \ 1....- I @ 24" O.C. VERT. . - 1 I (1) SIMPSON SP1 TYP. ~ \ I I ~ ,\\ ~ T lJ.,-------2x P.T. PLATE ~ 'i I W LL1 1.-1-- L-J I--- - .,------:. .,. _, ~t>-...:-' ~ " ~. ~ t cF ~ >> '-.I>> '-.I>> '-.I>:; ~ t> ~ c ~ t>~ v~0;(0;(~/< ~ ~t> ,t> ~~*V>> t> ~ t> ~~~~/ 'C~%~~~~~~0"~ /, /" /"'- /(",:..<\ /(" /'\ / FRAME WALL TO C,M.U. WALL CONNECTION~, f SCALE: 3/4':1'-0" S1 ,..,. vvv ~ l=- t 3 1/4" BASEBOARD~ I-.~ ~ :;;; 6x6 W1.4xW1.4 WWF ~.:;;c STD. 90' HOOK OR FIBERMESH \ I- ~,/ (SEE DETAIL) CONCRETE SLAB WITH BROOM \ \) I- If V ~ MIN. 2500 PSI FINISH SEE STRUCTURAL NOTES t=. III / ~, CONC. SLAB '\ ," \ '// . "~ ~-\->>k~ · "Zl~/.k bo ~ bo z ~ ~ 6 MIL VAPOR/~'>:.. ' ^y)-....y~ .;.. ~ t: t, BARRIER 0, /~t ~~~ ~ ~ n ~ ~ ->Vi''' ~ x< ~~v )S)\'" (2) #5 REBAR CONT/ '/ MIN. CLR. I' :L CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. '" L '\ SOIL. (COMPACTED TO 95% MODIFIED U.N.O. 1 -4 PROCTOR ASTM 01557) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL LOAD BEARING OR- EXTERIOR WALL - ~. ~ ~ 4 ~4 LAP SPLICE 25" MIN. LAP l' .m "~~:'R~~~ B~ ~ ~ U.N.O. MIN. 1i5 LAP SPLICE -1 36" MIN. LAP -1 , ,)()(~ <0X^~;xye~:,~;:~~~~:~Xt..^~~~^m~ :,"^'/ , -~ LAP SPLICE NOTE: SIMPSON HETA20 @ EACH STUD ~TH 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. &CALE: 3'4":1'-0" ~\ \. S1 r """==" vvv ~ TYPICAL BEARING WALL ~ STEP NOTE: HILTI 1/2"0 KWIK BOLT II wi S" MIN. EMBEDMENT MAY 8t USED IN LIEU OF ANCHOR BOL TS. bJ ,2 ".-~ x j #5 REINFORCING BAR.J R 1 7/8"/ c ~ SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ I~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C, FROM TOP PLATE TO T \. S.P.F. DOUBLE TOP PLATE~ ~TRUSS BOTTOM CHORD OR / x;: 2x4 BLOCI<ING W/ 2-16d SIMPSON SP2 CONNECTOR---'" > _ TOE NAILS @ EACH END -VI' -~.-- Z 1/2"x S.P.F. (OR EQUAL) /~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING@MID HGT. FOR~ t<k::R19 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ;:;- @3rdPTSFORWALLHGT.> 8'-6". ~ (1/2"0XS" ANCHOR BOLT@24"0.C. x;: W/ 2"0x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~ > 2x P.T, BOTTOM PLATE.~~~ /6X6 W1.4XW1.4 WWF (4" MIN 0\ OR FIBERMESH . ~ I ,n - I ' .-\,.. > / -r--'-' ~ ~~.,.:-~ -;- -. ~ ' oc ~ r: + ~ ~ ~ ~~~ ~~ l',,~' , t> " ~~\(:/~/ ~ ~ ~ /2" -4;;).....y~y~? ~ ~ . .. · ~"; y> MIN. ,,/ /~Vl'l~~~<~~'" ;,K" /A: /).; / ~ / (2) #5 CON"fI A" 1'_4" R" 1 U.N.O. 3 1/2"-4" MIN. " ~ 6TD. ~00 J.40OK HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE (7;\ \:EJ TYPICAL EXTERIOR FRAME WALL FOOTING J SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3'4'=\'.0' , E \ S1 I REBAR DETAILS &CALE: N.T.S, rF\ \!:V SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SPACE ANCHOR BOLTS 6" MAX. FROM END OF 2" x PLATE ~ / 6X6 W1.4XW1.4 WWF Q OR FIBERMESH I fooj ~ I, ~>>)~~.- c-7>~~3 -~~/>i~,,'t3 1/2"-1.5 ! ~"<<,,,-,,< ~ /. t> " - ~~;;..~/ MIN. . ;0~~/ j,,//,,/ ,,<K(,('</~Y / , "~,,........... '.,/"...........').\l "'.',,~ "'."'- NOTE: (2) #5 CONT. ' //V/>/// 'l/Y / HILll '/2"~ KWlK BOLT II , , WI 6" EMBEDMENT MAYBE R" 1'-4" 8" USED IN LIEU OF ANCHOR SOL TS. 1/2"0xS" ANCHOR BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.)' a I/Z" MIN. P. T, 2x4 1/2" GYP. BD. SOLE PLATEx, HOLD GYP, BD. : ~:Gx='1/2" FROM SLAB . ~ CONT. BEAD - 'z SEALANT -$O'-O"~ ....~~ '/~ ...4- '..4 '.. <( .... ~~~ ... .'.: ,~.:.LJ ) - 4" $- HIL TI X-CF NAILS @ 12" O.C.'.. ~.~'.Y STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH PLATE TO CONCRETE OR EQUAL 2X sruDS @ 24" O.C. U.N.O. NOTE: SEE SECllON C/S1 FOR ADDIllONAL INFORMAllON - "f\V (1) ROW 2x BLOCKING @ MID HGT. FOR i V WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ~ SIMPSON SP1 CONNECTOR ~ TYPICAL C.M.U, BLOCK WALL ~BLOCK WALL BEYOND INTERIOR \ ______ ~1/2" GYPSUM WALLBOARD U.N.O. ~_ W/ DRYWALL SCREWS @ 8"0.C. GARAGE ~19 CONT. BEAD ~ U.N.O. SEALANT ,.~.~~ I ~ GALVANIZED METAL STOP SECURED TO WALL TO RUN CONTINUOUS AND LEVEL AT A MINIMUM ~ OF S" ABOVE GRADE~ EST. GRADE :::E . / _ ~ELEYAT1~ 0'-0. co, _-L' ~ ~p OF S~B_ '7 ~\:((0V~\\< ~ V'\/'::y ,\ \ \ \ -~ ".- 1\ \\/\'\/ ');/\ . /\\): 1/ ~ v.H.D. RECESS -===- ----"'-_ L ,I CONCRETE SLAB\ \ 'X" ~ j6X6 W1.4XW1.4 WWF OR FlBERMESH ~ ~ ~ J A". .. \\ \ - - )];~ I ' .~ .......... ::E <<-".. <t ... .~_ I . !;; \ ''<1%~//~J' .Y ~~y/~).~~d-'c~" ~~ -'"-- -- - - - - - > ~)(/~/)//;" %"'~~ " ~~~%~~~ ~A~~R BARRIER~ ~ 8" 1'-4" 8" (2) #5 STEEL (CONL)''-/ -; ON CHAIRS MIN. AL TERNA TE TYPICAL BEARING WALL ~ STEP W/O Sl-fEAR WALL GARAGE DOOR SLAB RECESS: , , J Sl r INTERIOR WALL SLAB STEP NON-BRG. SEE A/S1 FOR MORE SLAB INFORMATION &CALE: 3'4":1'-0' rK ~T NOTE: SIMPSON HETA20 @ EACH STUD ~TH 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 SAMUEL A. GREENBERG, P E. f34245 o THU-r H. HU"rNH, FE. ~0122 D IRWIN J. BENSON, FE. -4~l5B o ALl ABBAS HAKIM, FE, lISbl8b SCALE: 3'4":1'-0" r2\ \:E7 a. ~ :I: ~ t >- ~ .0 ~ ....: ~IlI>> "d:I ~ "0 t 0 " - ~ ::II . -< FINISl-f TEXTURE BREAK &CALE: N.T.S. J~ 1 S1]- - NOTE: HIL TI 1 /2"0 K~K BOLT II wi 8" MIN. EMBEDMENT MAY 8t USED IN LJEU OF ANCHOR BOL TS. TYPICAL INTERIOR BEARING WALL ~_ SCALE: 3'4':1'-0' CV. SCALE: N.T.&. SEE A/S1 FOR MORE SLAB INFORMA nON .~ I , ~ . Ill>> . <D ) () . > J <D . "0 ! '" . ~ 6X6 W1.4XW1.4 WWF r OR FIBERMESH ~~~' I ~4--:--.r~~ ---A. ~ ' 4 . -.1 GRADE '''''' y);y;~>>v/~"~\ I>>/:~V)"" 7, '\(/:,,, :<.<> y /, ::<:,17"'. y.......,,<!<,,<:/(\ ",,,,, /" "'.>)~ AY,~)/> "'. ,,/ /(" r~(1) #5 CONT, 4" R" MIN. 3/4" RECESS FOR S.G.D'.~ ."'....... 6X6 W1.4XW1.4 WWF / OR FIBERMjESH , .~ ~~~~~~~~-~if J~~ -f-i ~d~ ~~~~~ ,.. ,.,,~ >/: y ~ ~~~~>x . ... 4 ~.. ~. .:A ~"\ 7/,/ / ff;'//~V ~7j(Y/))~j)/ (2) #5 CONT, ("'<"'-['\><':::</,,"-..."0: ",-,< . 4" l' 4" R" -- EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. ill CREATED 01-02-02 TO TI-lE eEST OF TI-lE ENGINEER'S KNOWLEDGE AND eELlEF, TI-lE STRUCTURAL FLANe AND eFECIFICATIONS COMFL Y WITl-I TI-lE FLORIDA eWLDING CODE, OECTION !6~6 FOR 12" MPl-I 3 OECOND GUeT, EXFOOlJRE '6' WIND lONE (2""1 EDITION). Tl-II5 DRAWING AND DEelGN Ie VALID FOR 12 MONTl-le AFTER Tl-IE DATE IT Ie elGNED AND 6EALED, SIGNED AND OEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY, OPTION #1 EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR S.G.D, THICKEN SLAB EDGE BETWEEN ",nI[-~ 6X6 W1.4XW1.4 WWF DOOR FRAMES AS SHOWN \ OR FIBERMESH FINISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O.\ / I ":..t- ...... .~ \ \ ~.. ~-.-~- -~ ~ ~'J,..- T' ~ ~ ~,' '.4....-:-.. .'," . l ..........:::E ~ - ~r +-...... ~- - tL~' [, ~. .~ .4~V"'. '<';" ... ~ '- bo ~~, ~~X<&~->/. ~... ...~""v>//>/ / lJE//7 ~ C7 ''\/S<S~ 6X6 W1 4XW1 4 WWFJ / /</1.(,,//'(/ /'" ( ) . . 1--( 2 #5 CONT OR FIBERMESH / 4" R" 1'-4" 8" . (1) #5 CONT/ ' t MASONRY WALL AND- PAD FOOTING 8" MASONRY WALL Ii t- .---MASONRY WALL AND ------- P AD FOOTING ) ... . 0 - . ~ . ) en , . ~.... SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION OPTION #2 CONT. FOOTING STEEL"\ / \ -----4 1/2" MIN. 6" MIN. /~~p~ '/ '/>. 1\ / A ~ ~<< .. N/-..<! .<<(/....'<<: FOOllNG DEPTH '<<~ - - ~ ~>>/,>>/)V FOOllNG BEYOND SEE SCHEDULE ~~ I~. · · --- ~~~~S ~ 3" MIN. CLEARANCE YSY>::-'S>\:~A":-;'y ~~~~ ~ " ~><<~><<?;>>><<0;~ P AD REINFORCEMENT 0~~>>;> .'/ :~,;/:;::~/,-" (SEE SCHEDULE) ',~" MIN. CLEARANCE FOOTING WlDTI-I SEE SCHEDULE r D E DANSCO ENGINEERING, FA. p.o. eox ~ - APOllO eEACH - FlORIDA - '"'2 ~ - (&1'> 64& tZ>t66 FAX - (&,,> 64& ca6~ E6 4&ttZ> f(\ TI1ESE DRA\\1NGS AND DESIGNS ARE TI1E JOINT PROPERTY OF DANSCO ENGINEERING, PA AND TI1E ~CUENT ON TI1IS PROvECl ANY REPRODUC1lON OR UNAUTI10RIZED USE IS PROHIBllED. - 2003 "'\ . - , ....J Je!' J , , a. :: :I: )"0 ~ :; !~ . a. . , . - 1: - :: d:I ..- j 3a J <D , :I: · z J C'J - b:: ~:::E l'0 . ~ . I ' <r ~~J _~ ~::E ~ TYPICAL Tl-fICKENED SLAB EDGE I SCALE: 3'4':1'-0' , SEE SEC. A/S1 FOR ADDITION AL SLAB INFORMATION L \ S1~ ~ SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI PATIO COLUMN FTG. DETAIL I , 120 MPH 3 SEC. GUST &EAL"\ 5CALENon:D DATE 1121m LENNAR 140ME5 :t :t<>> .I. eIC) ~ - - ;) (I) - .., ;) C , CD ~-; .I d:I :10 ~ -=- ~ SLAB STEP .$ RECESS 1i1 S.G.D. I M "\ SCALE: 3'4':1'-0' \ Sl } T>>1PA Dlvt61CN D~6.V. N:/BLOCKS/STD 2001 ~ SCALE: 3'4N.T.S. N Sl , SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ ~ 6ECTION6, DET AILe, Nore6 \... 5t ~ . a. ~::z: