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NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1/2" MAY BE USED IN LIEU O~ ANCHOR BOLTS, PROVIDED HETA20 EXTENDS UP STUD. SIMPSON SP1 '$ ARE NOT REQUIRED wi THIS ALT. o &AMUEL A. GREENBERG, P.E. #34245 D THUY l-i. l-fUYNH P.t:. ~0122 o IRWIN J. BEN60N, P.E. lt4~158 D ALl ABBAO HAKIM, P.E. ~b18~ I TO Tl-IE BEeT OF THE ENGINEER'S KNOULEDGE AND BEllS:, T{..fE: I . eTRUCTURAL PLANS AND eFECIFICATIONS COMFL'( WITH THE FLORIDA eWLDiNG CODE, OECTION !iO(()b FCR 12e> MFH :3 6ECO\iP GUOT, EXPOSURE '6' WIND ZONE (2001 EDITiON). THIS DRAUJI~ AND DESIG."t 1& vALID FOR 12 MONTHS AFTER THE DATE IT 16 61GNED AND OEALED. I I SIGNED .AND &EALt=D FOR THE STRUCTURAL FORT!ON OF THI6 DRAI..UING ONLY. 120 MPH 3 SEC. GUST r ~ ELEV. VARIES '~~1" x 2" FURRING J" " 1" x 6" ROUGH SAWN CEDAR '\ 2x4 SPRUCE SUB FASCIA J2" U.N.O. \-12" ALUMINUM VENT1LA TED SOFFIT 8"x8"x16" NOMINAL BLOCK W1TH 3/8" MORTAR BETWEEN COURSES 12 r PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. INSUlA110N ~YP.) I VARIES BAFFLES '\ . r HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT ~ SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH r\~ -ROOF COVERING STRENGTH ,,?~ r 7!1f:l" 0 ,., B~ ".N SEE ROOF CD GYP. . ".-C' ,....~ Vi::>. . Mil. BOARD OR ~"f ~{i .",;~: '" r' NAiliNG SCHEDULE ON SHT. SN2 ~b~~DW~LZ \l~/~~~j,)i)l]" _ ..... ELEV. VARIES DRYWALL SCREWS ~ / lJ " ~~~ALUMINUM DRIP EDGE @ 7" O.C. CEILING j"-'\:"'S: , & 8" O.C. WALLS I / ~ F, ".. ".~, ,A.LUM!NUM FASCIA R30 MIN. BATT OR / 11/ I~ f: \" \~ "--2x4 SUB FASCIA BLO\v'~ INSULAllON -~",:.~-c. / l . J2 U.N.O. ~ "----12" ALUMINUM VENTILATED SOFFIT 1x2 P.T. HORIZONTAl- NAiL.2R--/ I Ir: ~i STD. 90' HOOK...! g 8"x8"X16" KNOCK-OUT BLOCK (SEE DETAil) / 1-.. WI 1#5 CONT. FILLED SOLID W/CROUT -- /i I ,'1 R4.2 MIN. -~-..,:"~".,-/ iNSULA Tlm.J ON EXL BLOCK WALLS /" C.M.U. TYPICAL 1x2 Pf WD FURR'NG~" VTYPE "S" MORTAR ~i 711 ~ARCHITECTURAL @ 24" :2L~8GO'T~~'0NO Ii V FINISH I , JJ'" ~\t;: '- (1) #.5 VER T. IN FI LL CELLS [\.72 ::=- (SEE FOUNDA T10N PLAN FOR LOCA llONS) / 1x4 P.T. BASE NAILE ~ == I I (1) #5 VERT. IN FILL CELLS 3/4" BASEBOARD t: E I w"---- (SEE FDN. PLAN FOR LOCATION) .-/ . (.) MIN. 2500 PSI r- 12 ~ ~ -.J 4"x4" INSPECTION PORT AT CONC. SLAB'~ ~ E in iJJ ~ EACH FILLED CELL TYPICAL 6X6 W1.4XW1.4 WWF ~ r- N 0- aR FIBERMESH \ ~ I ~ Y HEADER BLOCK U.N.O. ~ \ 11= ~ ~~ .~~r=~ ~ ~- \ ~ ~V ~ ~5N :::- "/~YX~'. y~));; .<1l ~RA9~ / ~ 2 'K- n /~ ~~JI I ~~~~ ~I 6 M'L VAPOR BARRIER ~~!.. l ~~'t~ ~ CLEAN POISONED AND COMP."; ...~.....~: ~~~' k ~ SOIL. (95% MODIFIED PROCTOR L~" ~\~ /:/>):i//,'Y PER ASTM D1557) . 3' MIN. eLF. STD. 90. HOOK (2) #5 REBAR CONT. l,{1'-4" (SEE DETAIL) ON 3" CHAIR 8"x4"x16" NOMINAL BLOCK WI TH 3/8" MORTAR BETWEEN COURSES I II I n L_________JI r--.....-.,j'------ I Il I II I 11 I 11 L____...JL______ r------------,r- 1 II I II I II I II L_~________1L r-----,r----- II 11 II II - p., .-= II II II II II II -r;r----=--=--=--LL""'-=-..:___.- -=-""-""-""-J.1____..=-__,r""'-"::.:"-""'-Ji--"'"-=__-=-.,r-=--=-_=__ .r-FI RST BLOCK TO BE :1 11 :: :: SET IN MORTAR 11 II II Ii II 11 II II ~i..._ -=.----.-.-...,-r __=__=_""::.. -=.......J-!;-....=-..:="" -=- -=-...,r -::...-=...-;:;...-=-...J~.....:;--=- -=--=-,7-"':.--=-'":... -::...-1 .._ -=- -_ _=_-:: U n II II. II ~ II 1--3/8" MORTAR BETWEEN iJ ::::::- II SLAB & BLOCK < :=r~_--::-----~1...-=--=-..=-...=-..,-r-=--::.-=--=-....J_L-=-..=-...:::--=-,-r-=--=--=- _L--=--=-_-_-..,- _'::::..-=. ::it II II-..;!- I II II II II II II I' II , " " _ '_ / II i---- ----ir- -----:;---------1[-- . ~r"", :" ~ . .. 4 '.1 A.F.F. /" r i-. ELEV. 0 5 1 4 .'________-:-JL_ . -1L .... .d' '.. .." .~q. .. '.' z_ 'I " ( ". ..::\....' . .". '. J/,:'4 4 4 '/ " , 'A.F.F. .4.4. .........4.:1.. .61' .... . ..<1.... .. ". ':; ELEV. -0-41 4~ bl ~~ ~ . 2"x6" RIPPED TOAC~A~41/~" .WIDE." dd ..';. ~. .... 44 . A.F~F~. 21 f<) cr. 0 ...40R 2"x4" WIlli 3/4" FURRING 4 . 4 b 0-:>. '.~. . I I' ".4".. .',,:4. N ..- :2. .. 4' . '4,.". ." " ".'4. 4" '.. "I " q. /." '.. '. ~.GARAGE DEPTH. '" " .' 4 /.." >4.' A .. 4" .~~ VARIES 4<1 4. .a4"... ~4/." 4 AL TERNATE FASCIA $CAlE: 3/4'=1'-0' ,@<:$>~ ~~ -- ~ "",-cO'> ~<:5> 5l<:""?' NOlES: 1. FILL ALL CELLS BELOW GRADE WHEN IM-lEN STEM WALL IS LESS mAN 40" ABOVE GRADE. 2. FOR SlEMWALLS GREATER THAN 40" HIGH CONSULT ENGINEER. ~J:JV ~~..... ~~~ V~ ~ ",,,'S'> ~ ~ AL TERNATE 5TEMWALL FOOTING I AA\. SCALE: 3/4':1'-0' ~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION --- GARAGE SLAB AT STEP I , B , 51 I 9@0 ~OOK DErAIL 'ail KO. BLOCK CONnNVOUS TO FOOTER BELOW SCALE: 3~'=11-0' _ vvv 20" MIN. LAP 1 f ""v~~'m~ '..,'<v</ ~W, ~,~ 13 OR fJ4 REINFORCING BAR 1/2" MIN. PL YWOOO SHEATHING NAILED WI 8d COMMON NAILS @ 4" olc BOUNDARIES, 6" o/e EDGES, AND 12" o/e FiELD. SHEAR WALL REQUIRES 2x BLOCKiNG @ SEAMS. r-2x S.P.F. STUDS @ 16" O.C. ,1/.. ~~ 1/ ~ v ~I I ~2x SllJD I' I U V 1 V8" C.M.U. ..-f I I 1)1 ~ 1"x P.T. SnJD I j..--v ~ I V #5 VERT. IN FILLED CELL 1:( 1 !2" x 6" "J" BOLT I LV @ 24" O.C. VERT. J-..-I \ I I I I .}v-2x P.T. PLATE t: 1 x4 P.T. BASE NAilER- \ V 4"x4" INSPEC110N PORT AT \ ," EACH FILLED CELL TYPICAL \ I 3 1/4" BASEBOARD\ \~ A 6x6 W1.4xW1.4 WWF:~' ~. i STD. 90' HOOK OR FIBERMESH ~ / (SEE DETAiL) CONCRETE SLAB WITH BROOM ~ . / _ MIN. 2500 PSI F1NIS~E STRUCTU,R~l_ NOTES \ r E '.~ /: ~ C,ONC. SLAB ~ t ~, . ':,' . -. ,~. //~ ~"" z I' ~! I / ~y/!;)~ 'A~. ,,/t/.J&. ~:2. i . > ~ I 6 M'L VAPOR/~, ' · . .. ).:y.>0>:'" .l~ ~ ~ I BARRIER 0 . /.3 t V(~~ ~~ ~t> .~. I~/~ t:2 n J )7;. ; \ / /V .( J , X ~I'-V ~~" (2) #5 REBAR CONT./ / MIN. CLR, I CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. .. L "- SOIL. (COMPACTED TO 95% MODIFIED U.N.O. 1 -4 PROCTOR ASTM D1557) LOAD BEARING OR- EXTERIOR WAU -- ~----..... (2) ROWS OF 2x BLOCKING-", @ THIRD POINTS \ 1/2"~ x 8""l BOlT @24' Ole W/ 2'I/JX 3/16" PLATE WASHER TYPICAL NOTE: HIL T1 1/2"1/) KWIK BOLT II WI 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOL TS. ~2x 511JOS @ 16" o/e ______ R11 7/8" srucco FINISH PER ASTM C. 926 APPLY 3 LAYERS WI TOTAL TI11CKNESS 7/8" OVER METAL LATH. FlRST 2 LAYERS 3/8. llilCl< EACH. 3RD LAYER 1/8. TI-HCK. #3 4 *4 LAP $PL tCE 25" MIN. LAP l' "''' J'~~E:;R:'; t::: ~ $.,. -; ~ N 1/2"~ ANCHOR BOLTS @ 24" O.C. W! NUT & WASHER ~ \ \ ~ LAP SFLICE {' 36" MIN, LAP t ,,)<)<Z~^~,>>l~=~;;~:~~~^~~ ~~^'/ , l$~ LAP SFLtCE iSIMPSON SP1 @ EA. SllJD (1) SIMPSON SP1 TYP. -~ . ...... '. --, I .1\ ~ 6x6 W1.4xW1.4 W\^IF '\ OR F\BERMESH \ ~ .'1' .I>..~. \> ......2. ~ \>'. . ~ ~ J . .' ~ ---v- . .' .t> t> . ~, I/~ Y)y)~ ~.~. .0:. ,.. FINISH QRADE 6 MIL VAPOR BARRIER~l~<( .: ~~. . . 1>. K ",'\(/,,-V/ . / .'. .I'-%~ '7 =~ z CLEAN POISONED AND COMPo '~.' ~ :~ "'~ /\"<<~ ..- ~ SOIL (COMPACTED TO 95% MODIF1[ ~ /" ~ . \ I'.. '/'\. '" /'\. " r'" // /. .'/ / /V / /~/ / PROCTOR ASTM D1557) -<l(",,"<<v,,-F<>" ~ 4" 1'-4" 2X P.T. PLATE If'" - . -:-:- ~ ~ '" r:-t.' ~ ~-..:- ~ ~ i> . J>. c . t:> ~. . ':"-. v ':"-. v :-;..../ ......... ~ .~. . I>'~ . ~.I> 'I>~ ~>~~ . ~, . I> ., ~~. '. . /~~~~ t.. . A '~0(~v/ ~'>:Y>;;};;!//,%,%~'W)0';:y''' L'-.XX -1- ~z ~~ I #5 REINFORCING BAR-1 R 17/8'/ '0 ~ ~ STD. S0" l-lOOK HUD COMPLIANT TYPICAL WALL SECTION , NOT TO SCALE , -. FRAME WALL TO C.M.U. WALL CONNECTIONf D 1 SCALE: 3/4"=1'-0" 51 I I~ , Sl~ ---- -=== (E \ ~ A \ 51) ~ TYPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3'4'~l'-e>' REBAR DET AIL5 SCALE: N,T.S. SEE SEC. A/S1 FOR ADDITIONAL SLAB lNFORMA TrON NOTE: SEE SEC1l0N C/S1 FOR ADDI1l0NAL INFORMA 1l0N P. T. 2x4 1/2" GYP. BD. SOLE PLAIT \ _, HOLD GYP. BO. y: C>)'~1 /2" FROM SLAB .-,- ( \ ~) . ~CONT. BEAD I . ~ ~ z/ SEALANT 0'-0" .' >K . /'-' .J -$ ~.:<. '~:. >. ~ J" INTERtOR\i . ~~ . . 4 <! ---l - 4 $- HIL TI X-CF NAILS @ 12" O.C..: :.':' / STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR F1BERMESH ~ )J PLATE TO CONCRE1~ OR EQUAL CONCRETE SLAB, Y J 6X6 W1.4XW1.4 WWF OR FIBERMESH 1- i- ,I \ \ . . I'\. i"S<? = Z JI' ....-a. ~. . .. \\ , = ~ ~ ((-. <1 .. <1 ~ - .q- ~ ;;' \ ",({~~'<"t:<~ <~< ~{~ ~.~,~4~J t~~ I //,~~% oA ..4. <<,yO ~><<</>>>/ -r n ---t--------- > ~)'/#h///y~'>%~;>; . "~~%~~~~ ~A~~R BARRIER~ ~ 8' 1'-4' 8' (2) #5 STEEL (CONT..)'~ -, ON CHAIRS 2X SllJDS @ 24" O.C. U.N.O. -,/'/ (1) ROW 2x BLOCKING @ MID HGl FOR v WALL HGl < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ~ .------BLOCK WAU. BEYOND -- ~1/2" GYPSUM WALLBOARD U.N.O. I W/ DRYWALL SCREWS @ 8"0.C. i.-- GARAGE /1119 CONT. BEAD ~ U.N.O. SEALANT SIMPSON SP1 CONNECTOR \ \ ~ TYPICAL C.M.U. BLOCK WALL EXPANSION JOINT, 8" .H.D. RECESS ,VARWC:; 1/ 1 /2"~x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. {WI 2"0x3/16" PLATE WASHER (TYP.)" FROM END OF 2" x PLATE ~ ., / 6X6 W1.4XW1.4 WWF i' OR RBERMESH ~ -.: - -~~ -'- ~ - -~~~ ~t- -'- - J_ - -.t .~ '/~~~ ',i~.. .~~~" 3 1G~~- 4" ~ /~~" I ~ .~~~0>> ' . ,,(( ~~<<<,\,[(""y ~OTE' (2) #5 CONT. - I/>>>>)>/~);/ / HILTI'1/2"\1) KWIK BOLT II " l" WI 6" EMBEDMENT MAY BE 8" 1'-4" 8" USED IN LIEU OF ANCHOR /iv % { BOLTS. GALVANIZED METAL STOP SECURED TO WALL TO RUN CONT1NUOUS AND LEVEL AT A MINIMUM ~OF 8" ABOVE GRADE~ EST. GRADE ::e . I 11= J.,ELEVATlON 0'-0" ~. ~~ _L - ~~PorSL~B v" ~~~~\\<- ~ J . . \~1 0\ ~ ~ #5 CONT.\ 1 ~ .' .' -1 + . .. b' . . ~ .. ~:- . r>l>f '~>>^. .....~. //<< //:><<~ ~ v. "V "V ". > . '" :-......'\.'\( ,,>'\( :-.. . y);:/~'>-: '/ ':'. . ~"'~"'>>v ~ ~~~. IjP ~.').\~~" ~~ ~~:>>~,~~~{/ /'>.....,......... / /" / // / ' / , ,,/ / . dr- 3" MIN. CLEARANCE ~ 1/2" M'N I "00 (2) #5 CONT. ON 3" CHAIRS (TYP.) 1'-4" = ~ : J J \. , 61 J H 51 FINISH TEXTURE BREAK SCALE: N.T.5. GARAGE DOOR 5LA6 RECESS I , r-- I K \ , 51 ' ~ J- INTERIOR WALL SLAB STEP NON-eRG. SEE A/S1 FOR MORE SLAB INFORMA TlON SCALE: N.T.S. SEE A/S1 FOR MORE SLAB INFORMATION --=- SCALE: 3-'4'=1'-0' 1- e ~ ::l ..: :lI) :D a :;) - ~ < TYPICAL INTERfOR BEARiNG WALL d SCALE: 3~'=1'-0' ~ G 51 )- - :;) <t "'p ~MASONRY WALL AND .--- PAD FOOTING t MASONRY WALL AND- PAD FOOTING ':J .,. SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION EXPANSiON JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE BETWEEN '/AD'nV~ 6X6 W1.4XW1.4 W\^IF DOOR FRAMES AS SHOWN \ I OR FIBERMESH FlNISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O~ / / I, ~ ~ \ \ \ 1. ./';' .-1 . ~ J= I Z ~.q- .q- , '. d ~;:-" ----: - --c: -. ~ ~ -4 -1 ~ ~ ~ 'c-..~J t-4-~'-_L:-..' '. Ir .,:< Ad >>>>~ ~ ~ I ~ ...... ~ .' . -" .. .' ~ ~4 . ~. ... / / / / / ';'- 00 ....... ~. '. ~ ~' ~~>C<~~ /4. ~w<.d .' ">..."'...'\: 6X6 W1 4XW1 4 WWF.-I' r0V/~V,//~~" () . c. [/. ~-f2 #5 CONT. OR FIBERME;)H /~4" 8" 1'-4. 8" (1) #5 CONT/ ' r- EXTEND F1LL CELLS TO FOUNDATION -- I PAD MAT REINFORCING. CONT. FO~TING STEEL \ . \ / I =r 1/2" MIN. " r GRADE ' 1 J I 6 MIN. _ / /"- V /"X;~ "/~ 1\ I' J FOOllNG DEPm ~~ L...l!~ ~ ~~~~~ I FOOllNG BEYOND "/A'\I \. /-.(/A'/A'./A'Y SEE SCHEDULE '>>0>...." '-.:., "v.,,, "'*-~ //~)./ /~K~' ~ 3" MIN, CLEARANCE ~~R~~\ y ~)>~" PAD REINFORCEMENT ~1~~~~0~~~/ / ///)v />/ / (SEE SCHEDULE) '1/ MIN. CLEARANCE FOOllNG WlDn-t " SEE SCHEDULE 8" MASONRY WALL - ~ 3/4" RECESS FOR S.G.D.~ ,"AD'["C 6X6 W1.4XW1.4 WWF '" L OR F'8ERM~SH '.,. ~".- ~-~,;- ~-q4~ ~ at J~~ ~."i~4~c-:r'~.~~. 6: .~q%~~~ ~ <<"'~~~~~ . ~'. .~"::<,,,,- / /Y / ~//~r<<~~<0t;( (2) #5 CaNT. ~~<""""'l"'>".~ /"..."'... . 4" 1'-4" 8" - ;0 ;, t) 6X6 W1.4XW1.4 WWF 1 / OR FIBERMESH ~~_.L ~"__~~~..-iL -:-'6 . Ll GRADE "<)o>~V/>Y)8^" '.\ >)/)>>)>>' ' " ~~~~~ ~/~~ v~/' /". /"- /~ ~V"> 1"-/ 'L(1) #5 CONT. }L 8" MIN. OFTION ~1 OPTION #2 = .q- = .q- > ;, ::J ~ oJ ~ , 2 ~ - '" 1IIl:' :) '" t.. , - ... :D ~ :D C . ~-t----;-I · 2 N - '0:; :::-::;E t<") b .' Z~~J I (',j- ~ '-..~ ..-..... ' n ---=- M' Sl~ ----=- '" II;> D a SLAB STEP 4 RECESS ~ 5.G.D. 4 SCALE: 3~"=l'-0" , FA TfO COLUMN FTG. DET AfL Eb SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF lANAI TYPICAL THICKENED SLAB EDGE fL\ SCALE: 3~':;1[-0" , 51_) I'... SEE SEC. A/S1 FOR ADDITION AL SLAB iNFORMATION ------ - ~ ., c:: c:>> 1:0 all :::l ~ I: SCALE: 3~N.T.S. SEE SEC. A/51 FOR ADDITIONAL SLAB INFORMATION SEE UPLIFT SCHEDULE FOR UPliFT CONNFCTIONS ~WHERE UPLIFT STRAPS ARE NOT REQU!RED. PROViDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING) , l' ~ S,P.F. DOUBLE TOP PLAf[~ ~TRUSS BOnOM CHOIlD OR _A~_ 2x4 BLOCKING W/2-16d SIMPSON SP2 CONNECTOR~V TOE NAILS @ EACH END i - ; V2"X S.P.F. (OR EQUAL) 1/2" COX PLYWOOD OR 7/16" I STUDS @ 16" O.C. U.N.O. 0.$,8. SHEAn-tING REQ'D. FOR J ALL EXTERIOR OR SHEAR WALLS :/ (1) ROW 2x BLOCKING @ MID HGr. FOR AS INDICATED ON THE PLAN. . l.- WALL HGT. < 8'-6". (2) ROWS 2x BLOCKiNG ATTACH SHEATHING "WI 8d ^ @ 3rd PTS FOR WAU HGT. > 8'-6". COMMON NAILS @ 4 O.C. @ l'v< ./ BOUNDARIES, 6" O.C.@ EDGES, ~/-R19 AND @ 12" O.C. @ FJELD _______ I ~ ~>- --'t1- SIMPSON SP1 CONNECTOR 1/2"0x8" ANCHOR BOLT@ 24" O.C~ ~V2X P.T. BOTTOM PLATE W/ 2"~x3/16" PLATE WASHER (TYP.) ~ r 6X6 W1.4XW1.4 WWF C' M,'N , >> /' -,L~ C- ~~~~IBER~H ~ J;? t .'~~~-----:'';'~_.~I>~:''.I>.~~V~/ 31/2'-4"~ ~~ 3 1/2"-4">A;/A~' ~ ~. .~"; />~ MIN. MIN. ~/ /~(J/~({"""""',,<<~I""""'~". IK"-/^y'A /1'- / (2) #5 CON-. I _I . 11=-;-/ 4" v 1'-4" 8" /) U.N.O. MIN, TYPICAL BEARING WALL 'CD STEP H SCALE: 3~'=I'-0' ~ ~ C\ 51 f NOTE: SIMPSON HETA20 @ EACH STUD WITH 16-10d X 1-1!2" MAY BE USED IN LIEU 0 ANCHOR BOLTS. PROVlDED HETA20 EXTENDS UP STUD. SjMPSON SP1 's ARE NOT REQUIRED W/ THIS ALT. NOTE: HILTI 1/2"~ KW1K BOLT II wi 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ~,NCHOR BOL TS. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ 1~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROViUE ~ NA'LS @ 24" O.C, FROM TOP PLATE TO S.P.F. DOUBLE TOP PLAT~ \.~lRUSS BOnOM CHORD OR /~ 2x4 BLOCKING WI 2-16d SIMPSON SP2 CONNECTOR--'" ~ TOE NAILS @ EACH END -VA~ -\/>-- ? /:2"X S.P.F. (OR EQUAL) / >< STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING@MIDHGT.FOR..-/ > ~:-R1 9 WALL HGT. < 8'-6". (2) ROWS, 2\ BLOCKING > @ 3rd PTS FOR WALL HGT. > 8 -6 . >-S: 1/2"0x8" ANCHOR BOLT @ 24" O.C, ;> r WI 2"~x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR-"""'III 2x P.T. BOTTOM PLATE~ r 6X6 W1.4XW1.4 WWF (4" MIN. ~ . '. . / OR FIBERMESH i- 'F I . / --J-. -'-' - -~-:-" -;- -~. _. [') -~ J... . lJ'. . t> ./ '. . At./, / >- ,- / >- ~ ! ~ ~ I ~ :; -:- ~'-:-,;,~.-< :> c.'. I> ~~W<</' 3 1/2"-4"--' l' ~1t~~~4~>y~~~~~~~> M>N. /)\ "-/AY'A /" / (2) #5 CON~ " 4" 1'-4" l 8" L .., ,,/i ~ U.N.O. MIN. AL TERNATE TYPICAL BEARING WALL ~ STEP W/O SHEAR WALL J CC , , 61 J SCALE: 3~'=1'_0[t NOTE: HIL II 1/2"0 KWlK BOLT II wi 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOl TS. ffi CREATED 01-02-02 r D E DANSCO ENGINEERING, FA. P.o. eox ~ - AFOu..O ~ - FLORIDA = ~:?&'2 Pt-IONE .. (813) 64& ~t66 FAX .. (at~) 64& ~~ E6 4Q 10 1(\ TrlESE DRAWlNGS AND DESlG^oS ARE "J<E JCINT PR:)f'ERTY Of DANSCO E'iGlNEIRI~G, P.A. AND -;'.~ \2J ClIENT ON THIS PROJECT A.~Y REPROOUCTlON OR UNAU111CRiZlJJ USE'S PRCHI13Hm - 2003 ~ - eeAl. '\ 5CAJ..ENoTED DATE tI2/rb2 LENNAR ~OMe5 TAMPA DIVlelCN D~.lN BV. N:/BLOCKS/STD 2001 6EcrrONo, DET ArLo, NOTE5 " 81 ~