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PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 INSULATION TYP.) I VARIES BAFFLES \ \ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT ~ SCHED.) W/ METAL PL. UNDER EA. TRUSS 1/2" HIGH f\ rOOF COVERING STRENGTH .-< " CD GYP. r:,. 7/16 O.S.B. MIN. SEE ROOF BOARD OR 1\ )C )\ ) (" ) (" ) (" -., C:.~:J NAILING SCHEDULE ON SHT. SN2 5/8" WALL )( )( )( )( )U ) ~ _ ELEV. VARIES g~~~RL~~CREWS ~ / vG ~~ALUMINUM DRIP EDGE @ 7" O.C. CEILING ~ !- \ " .~ & 8" O.C. WALLS I E ",,~LUMINUM FASCIA R30 MIN. BATT OR /!/ ~ \ '" 2x4 SUB FASCIA BLOWN INSULATION I- ~ 2" U.N.O. I~ "--12" ALUMINUM VENTILATED SOFFIT 1 x2 P. T. HORIZONTAL NAILER I ~ ~i STD. 90' HOOK I I- 8"x8"X16" KNOCK-OUT BLOCK (SEE DETAIL) / 1= W/ 1 #5 CONT. FILLED ~ SOLID W/GROUT E R4.2 MIN. f= INSULATION E ON EXL BL~ E /8" C.M.U. TYPICAL 1x2 PT W~ FURRING E. TYPE "S" MORTAR @ 24 O.C. f= /' ,/ ~ / " f= ~ARCHITECTURAL 1 2 GYPSUM 1= FINISH WALLBOARD U.N.O. I ~ ~ -1JC tr- (1) #5 VERT. IN FILL CELLS ~-f7''=- (SEE FOUNDATION PLAN FOR LOCATIONS) v@ '/ 4"x4" INSPECTION PORT AT ~ EACH FILLED CELL TYPICAL f= 3 1/4" BASEBOARD~ ~ A ~ ~ 6x6 W1.4xW1.4 WWF E ~ STD. 90' HOOK OR FIBERMESH \ r- "/ (SEE DETAIL) CONCRETE SLAB WITH BROOM . / ~ FINISH SEE STRUCTURAL NOTES \ \) r= . / ~ MI~O~2.0~&~ ~ ~~>>k>'; '\'''ZI~~ ~ ~ ~ I ~ 6 MIL VAPOR/~ . · . ^')/~> ~ ~ ~ Co BARRIER >// i ~ t l/\<<~ ~ ~ ~~\ ,,~>~~ ~ 2 ~ ~ / //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. f PROCTOR ASTM D1557) ;, ELEV. VARIES 1.1I1\ i~~1" x 2" FURRING \JI' L~ '-- " 1" x 6" ROUGH SAWN CEDAR "" 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VENllLA TED SOFFIT AL TERNATE FASCIA 5CALE: 3/4':1'-0' ~<::s:>c, QF~ ,-/ <$$' ~<S> q::> 9,'Vc, . ~ ~1'- ~r #~ .~ V'''-~ ~ ~<SS QF~~ CONTINUOUS TO FOOTER BELOW ~g. HOOK DETAIL 1:i) KO. BLOCK 1 x4 P. T. BASE NAILE HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE (;\ \!V NOTE: SEE SECTION C/S1 FOR ADDITIONAL INFORMATION - -v / (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ;g @ 3rd PTS FOR WALL HGT. > 8'-6". SIMPSON SP1 CONNECTOR f; /2"rJ;x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 2"rJ;x3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLA TE ~ hi / 6X6 W1.4XW1.4 WWF V OR FIBERMESH I fo !. I +-,>>:;- 0~ ~"- ~ -; ~ e'-c" ~AX-'~' ", /".. ,,},,>- "/ ~-t ,f\ 'b //'<<~~~ . . ~ ~.. /(~~ 3 1~~~-~) .~ /~><<' I A /0 /0;/>0 . ".. <<<<~~t<<~ ~""y ~OTE' (2) #5 CONT. -~/),>y/).;>>/>/~/ / HILT1'1/2"~ KWlK BOLT II WI 6" EMBEDMENT MAYBE R" 1'-4" 8" USED IN LIEU OF ANCHOR SOL TS. I ~ . f-- ~ ~ ~ "---;,.~A_'f-- ~ ~'/P ~ A A , c ~ ~y/'V~y~ ~~ · ~A ~ A A~ v:~~~~ A . A A A~~~>>> l:'>0/)0/)0/)0'/)0/>;>/)0 ~'<<*~ / Y//,'///0000{//{/>/ LOAD BEARING OR- EXTERIOR WALL + -t-- ~. 1 /2"~ ANCHOR BOLTS @ 24" O.C. w/ NUT & WASHER "" """ (1) SIMPSON SPI TYP. ~ . ~,.: I II II II II I II II II II L_________JI _\-._ JL JL JL __ I- - - -11- - - - - - I i(------- - -=--=--=--=---11 -:.-=--=--:. - -=--=--=--=--rl-=--=--=--=- - -=--=-=-=1r-=--=--=-~v-FI R ST BLOCK TO BE II 1111 II II II II SET IN MORTAR II II II II I II II II II II p:. -= = = == dL_-_-_-_-....,r = ~L--------I-r-=--=--:::...-::.....J-L-.-=--=--=--=-I-r-=--=--=--=-....i-L-=--=--=--=-..,r-=--=--=--=--l _-=--_-=---= I II II II II : :: :: :: "..q-7f= I: 1-3/8" MORTAR BETWEEN I II II 11:::::-- SLAB & BLOCK f= = = = = =;-r--------..=l..b- ~ :l"r-_--=--=--_......J_L_--=-_--=-..,""?---=--=--=--=--:LL-=-_-_--=-...,-r-::::...-=-_=_ _L_-_-_-_-...,- -=.-=. II II II~ I I II II II II II I II II II I II I II II II I II ELEV 0'-0" .. I F'---- -----,r- ~L.--------,-r-=--=--=--=--'-L.-=--=--=--=--,r -'L. \. -'L, . $- -,-- ~ELEV. -0'-5 1/4'~~~~-:L--------Jl~ JL J~ ' ~. ,:I"~ 4 A.F.F. (.;) '-f'" ( 'I." 4' ' ' , ", '.' ' ,j' ',. . " ~ . :z A.F.F. 0:::: ""'" .,,4' 'fil' .'. .'..." '" ...-~'ELEV.-0'-41/4" I- ~ ~!z . 2"x6" RIPPED TO AC~UAL 4. 1'/4" WIDE' 4 <1' .. ." " '. . A.F.F. $- e t'0 is ~ "'OR 2~'x4" WITH 3/4" FURRING ,. 4' '" · a ..-- 2 ' "" ,'4 I I,... . ',. , .,'" 14,' ~ :4 of N 1/ .' . ~GARAGE DEPTH '. " · of v, · · , I ' . u VARIES'''' <l ,,4 I ~ ..1 , 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1x4 P.T. BASE NAILE ~ - Po,1 I- ~I- ~ / " t ______ (1) #5 VERT. IN FILL CELLS 3 4 BASEBOARD t= r= w ~ (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI I- I- _______ Z u CONe. SLAB 1\ l= ~ ~ 0: .____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF l\ t: l= ~ (/) ~ EACH FILLED CELL TYPICAL OR FIBERMESH E ~F 2t . I E I-.J ~ HEADER BLOCK U.N.O. ~ I l= ~~ I ~y-" d -A _ \T ~ ~ "N :::;;~ · (.00 ~ f7- ~ ::::- Y/~)/~~'" y~: j GRA9~ L .~ if. ~ ~ ~ /~ ;0:<< 1 I >0;<':/0<':/<<':/0<~ '1 ~ 6 MIL VAPOR BARRIER %'I;/)! of ! ~~~~\ ~ ~ CLEAN POISONED AND COMP.-1. :.~' ~%%~ ~ 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" 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN WHEN STEM WALL IS LESS lliAN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER lliAN 40" HIGH CONSULT ENGINEER. -=- (;;\ , Sl~ ~ AL TERNATE 5TEMWALL FOOTING SCALE: 3/4':1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GARAGE 5LAB AT 5TEP I AA , -, 51 J 5CALE: 3-'4':1'-0' \ A r2x S.P.F. STUDS @ 16" O.C. II v Ti .....--2x STUD I ~ }V I 'I V8" C.M.U. /(" I I 1......1 ~ 1"x P.T. STUD I J,...J"''''- ~ I ~ #5 VERT. IN FILLED CELL : f V 1/2" x 6" "J" BOLT y I @ 24" O.C. VERT. I I I I I )..-v--2x P.T. PLATE tl 1/2" MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" Ole BOUNDARIES, 6" OIC EDGES, AND 12" Ole FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. _ ~ (2) ROWS OF 2x BLOCKIN\ ' ~ 2x SruDS @ 16" O/C @ THIRD POINTS >-- / ~ .___R11 1/2'0 x 8" 'J" BOLT @24' O/C ">.------- W/ 2'0X 3/16' PLATE WASHER TYPICAL ~ /,7/8' srucco FINISH PER ASTM C. 926 NOTE' ~ APPLY 3 LAYERS w/ TOTAL ll-tICKNESS 7/8' HILTl'1/2"~ KWlK BOLT II \ ~. OYER METAL LAll-t. FIRST 2 LAYERS 3/8' ll-tICK wi 8" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8' l1-tICK. BE USED IN LIEU OF ANCHOR BOLTS. >- liSIMPSON SP1 @ EA. STUD 6x6 W1.4xW1.4 WWF \ >- OR FIBERMESH i:<~ 2X P. T. PLATE , N . - A ,\, ::::- ~ L- .~ ~ " ~ . . :::;; '" oj;> - A .~ ~ /~ Y));:)V;~ ~... .c Jl FINISH GRADE 6 MIL VAPOR BARRIER ~~'\ 1 t> ~. ". A .' < ",,"'</<'7> . /~ .~ > >v'~'y ~ Z CLEAN POISONED AND COMPo ~"< ... . ~~,,;..; :2 SOIL. (COMPACTED TO 95% MODIFIE ~ ~ ~ i.. -~' ~ ~ /",,'" PROCTOR ASTM 01557) {t((~<<<<K/(~ / 4" 1'-4" l' 20" MIN. LAP t vv~: =I~=CI~~~:RVV' ~/ ~ ...., vvV' ~ '*3 4 -4 LAP 5PLlCE 25" MIN. LAP l' "" ,J~;;'R~~R= B,,::m::r ~i 1\ ~ ~ LAP 5PLlCE -1 36" MIN. LAP -1 , ,x x x~ ~,xx^~XY e;;:~;~~N~~~;>>j^~~^:j9<~ ~,~ -6 LAP SPLICE ",xx #5 REINFORCING BAR J ~z I""", ~.-=:::; R 17/80/ ~ 5TD. ~00 HOOK -=- FRAME WALL TO C.M.U. WALL CONNECTIONJ D '\ 5CALE: 3/4":1'-0' ~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GALVANIZED METAL STOP SECURED TO WALL ~TO RUN CONTINUOUS AND LEVEL AT A MINIMUM OF 8" ABOVE GRADE. z EST. GRADE SE . _ J..-ELEVAll~ 0'-0' co, _L ~~p OF SL~B_ t7 ''\\\~0v'0\ \ "V- oc r;-~" \ \ \\/(\ I \~:;.<\~ <;..-:\ \ .~ ';- . \/\\): ./ ~ - r TYPICAL C.M.U. BLOCK WALL "" ~ / ~ ~ FINISH TEXTURE BREAK SCALE: N.T.S. ~ ~- 3/4" RECESS FOR S.G.D.~ .'""'" 6X6 W1.4XW1.4 WWF '" / OR FIBERMESH ;. ~...- ~- -,-J- - --.,d .. ~ at ~~ 't~~~~0"<. ~A~Y / // / ff;/ /; j(Y / /Y/ /<<~ (2) #5 CONT. ('Z<"''\:,,,~''( """,<. a.. ::c >- .Q .>0: '" cD '0 , 0 - :::lI -< TYPICAL INTERIOR BEARING WALL ~ SCALE: 3-'4":1'-0' 1 G ,_ Sl J =' '- o - ~ , ... SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION I~ '" Cl) ,c;l > IcD '0 . N -- 6X6 W1.4XW1.4 WWF .~. I . ,~ OR . FIBERMESH ~ ~~t=~--S-- - - 7f" ~- -.A. --. d il GRADE ::; I ''': Y)>Y)>/);V;~"-~\ f>)/)>)/):V/'" I " "(/" "'-//"..~ / :-<v<~(~",,,<<':(/" /'\., ".. ,".. '\.,>)~~ >>~f{~>> :::: / /, " ' , (1) #5 CONT. ..J I c:J I I I a.. :::I: , "0 I..... .1lG , -"'i: :c;l : CIS a.. , , - : - cD 4" 8" i~ I cD ::c MIN. , >>> I (1D CD TYPICAL THICKENED SLAB EDGE fL\ 5CALE: 3-'4':1'_0' , 51 J SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION '==" - 'cD , .., , c : a , '" I<D 10 . a.. : :J: . ~ . I ' o.z I N- -.........:::;; ~ ~ ~ 4" 1'-4" OPTION #1 (E\ \!V REBAR DETAILS 5CALE: N.T.5. rF\ \!V TYPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3'4':1'-0' ~BLOCK WALL BEYOND P. T. 2x4 1/2" GYP. BD. SOLE PLATE\ ,. "~'HOLD GYP. BD. ~2X STUDS@24"OCUNO , ~ ..' 1/2" FROM SLAB \ .. ... " CONT, BEAD ~ ~1/2" GYPSUM WALLBOARD U.N.O. , z / SEALANT w/ DRYWALL SCREWS @ 8"0.C. -$0'-0" ~ ,,~K /g ~:~. ',~. -.J ) 4" INTERIOR '\ ". ,. 4 _. - $- HIL TI X-CF NAILS @ 12" O.C.---..I ' · ,~" ~ STAGGERED, FROM BOTTOM 6X6 W1 4XW1 4 VY'WF OR FIBERMESH ~ PLA TE TO CONCRETE OR EQUAL .. . CONCRETE SLAB\ Y j6X6 W1.4XW1.4 VY'WF OR FIBERMESH ~<-_ --1-. J \ \ f\ k;z /, . ~ "N ~ J A_~ " \ \ \ )J;-' · . -.........:::;; ((-'" , of '\. - -1 ~ I ,I ~ J ::;' \ / ><0<Y0<Y~ /~' ~ ~ - - ~,-L ~ -A ~ ~~ - ---=rr- Jf' .~ ~ ~ ",''':''>> ".. A ~ , ~' ' 4 ~ ""-:::;; ~~______~~, /> ("y/d)d ;;~; :4:;0':2/)0> I ::; > ~<~Y~0<"/~~>/ ~" ~")S>~~>>>~~~~~ 6 MIL / VAPOR BARRIER 8" 1'-4" 8" (2) #5 STEEL (CONT..) ON CHAIRS / ~.H.D. RECESS GARAGE ~19 / U.N.O. CONT. BEAD SEALANT EXPANSION JOINT, 8" ,VARlr<; #5 CON T., 1\ \ ~ ~;V~ · \ '.7. ~/~ /)//~ ~ \.-.y~.y~ "''A'':'' t ~~"0 .1 ~~~ / jP~ ,)~ k:<<0/ .~ ~)>>/".. . A '\ "\.. "S\.-. "'- "../",- '/<<<'i )~>~>r~ \<<\/ '\* '-....;, ~<V//~i// ~"/",, d 3" MIN. CLEARANCE cl1/2" MIN J (2) #5 CONT. ON 3" CHAIRS (TYP.) 1'-4" GARAGE DOOR SLAB RECESS : (J , ~Sl J ""'=='" INTERIOR WALL 5LAB 5TEP NON-BRG. I K \ SEE A/S1 FOR MORE SLAB INFORMATION 5CALE: 3-'4':1'-0' ~1 SCALE: N.T.5. SEE A/S1 FOR MORE SLAB INFORMATION ~ EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN SLAB EDGE BETWEEN ~3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN \ >JARI!='< 6X6 W1.4XW1.4 WWF I / OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O.\ / . - I , ~ . ~ ~ , \ \ \ ~ .,...-.- ~ _of ~ :- ~ ~ ~ -t J ~ ~ 5 . ~~J +- --- -'7..- __ <1 \:.- ~ dh ^"/^ ::; .~ "ex:: ~ "'\.,/ / ,,/ /.. ';1/ ~d ~ ........ il ,. ~ ;t?/~ / / / / / ~ "'- y,,', '\.,~"x ~/,'l '\.,,, r.4. . ~ d v~""~ 6X6 W1.4XW1.4 WWF~ (~r/)~~v~//~YX" OR FIBERMESH r~l/ ~-(2) #5 CONT. l4" 8" 1'-4" 8" (1) #5 CONT. t MASONRY WALL AND-~I-'c;t PAD FOOTING .__MASONRY WALL AND ----- PAD FOOTING 8" MASONRY WALL 8" ~ EXTEND FILL CELLS TO FOUNDATION -- 1 PAD MAT REINFORCING. CONT. FOOTING STEEL, \ / =11/2" MIN. 6" MIN. /~~Jf v" "'-/)..1\ J ~'< ~.'<< /-..<(/-..<(/-..'<<: Y/;~ L l-- ~ E>ij>'l)Y~Y FOOTING BEYOND ~~ [",<<,<<,<<", , ~I.I. · · · !/Y//Y//Y/)- J' 3" MIN. CLEARANCE ~~)'>y>>)'>%;: % ~V~" " PAD REINFORCEMENT ~/ ~%%~~/~;;k*"/ (SEE SCHEDULE) /, 7" C E R .J MIN. L A ANCE FOOTING W1Dlli SEE SCHEDULE FOOTING DEPlli SEE SCHEDULE OPTION #2 SLAB STEP 4 RECES5 Ia) 5.G.D. J SCALE: 3-'4':1'-0" , M Sl , SEE DETAIL L ON SHEET S1 J FOR OUTER EDGE OF LANAI N 51 PATIO COLUMN FTG. DETAIL ~ , \ J 5CALE: 3-'4N.T.5. --= SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION =" ~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) 1~ ~ S.P.F. DOUBLE TOP PLATE~m ~1RUSS BOTTOM CHORD OR '- 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR j\ TOE NAILS @ EACH END irV"'- 1/2" COX PLYWOOD OR 7 /16" ~$V2"X S.P.F. ~OR EQUAL) O.S.B. SHEAllilNG REQ'D. FOR STUDS @ 16 O.C. U.N.O. ALL EXTERIOR OR SHEAR WALLS ~ (1) ROW 2x BLOCKING @ MID HGT. FOR AS INDICA TED ON mE PLAN. _ L- , " ATTACH SHEAllilNG W/ 8d WALL HGT. < 8 -6. (2) RO'NS 2x BLOCKING COMMON NAILS @ 4" O.C. @ l @ 3rd PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6" O.C. @ EDGES, V19 AND @ 12" O.C. @ FIELD ___________ ':- SIMPSON SP1 CONNECTOR - ,'- 1/2"rJ;x8" ANCHOR BOLT @ 24" 0.C-:=j~PV2X P. T. BOTTOM PLATE W/ 2'\~x3/16" PLATE WASHER (TYP.)~ /6X6 W1.4XW1A WWF , C" M'N . ~ ....-- -.L.~ _ O~-,-~IBER:ESH ~ . _~ r: t / ~ ~ --c- - - ~ ~ ~ ~A. ,~ ~fY <<" <<':'/ 3 1/2"-4: l' ~ ;/2'-4~^;(^Y~ '. . · ~l)>>'0 M'N. , MIN. /'( / /~V"'R<"".':: "<<<y","<0~' /p<.> / /""y /\.-. '\.,/, / (2) #5 CONrI 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 'GV STEP I NOTE: 5CALE: 3-'4":1'-0' \ 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. c , 51 J NOTE: HIL TI 1/2"rJ; KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. 'c .;=. SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ 1~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO ~ S.P.F. DOUBLE TOP PLATE~ ~ Jv SIMPSON SP2 CONNECTOR ~ -~ '- - .- ~2"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". V~/2"rJ;X8" ANCHOR BOLT @ 24" O.C. W/ 2"c;!\x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR~ 2x P.T. BOTTOM PLATE~ /6X6 W1.4XW1.4 WWF (4" MIN. "\.... OR FIBERMESH I , . / . l. ~ -r- -'-' - -~ -;- ~ --:- - "I OCZ r t ~K ~ ~ -~~~~ ~A~ . A ~Y/~v':'/ SE ~ ~/2"-4"/^YAY~ ~ · ~~S>>~ MIN. /,,/ /"""(<;<~",,,,< <<<~~~, ".. /'J..> / ^y '):...'\.,;-" " /" (2) #5 CON~ 4" 1'-4" 8" " ~TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END , 3 1/2"-4" MIN. U.N.O. MIN. AL TERNATE TYPICAL BEARING WALL 'GV 5TEP WIO 5HEAR WALL ~ 'CE7 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. I D SAMUEL A. GREENBERG, P E. "34245 D THUY ~. ~UYNH FE. #60122 D IRWIN J. BENSON, P.E. -4~158 D ALl ABBAS HAKIM, PE. ~618b SCALE: 3-'4":1'-0" NOTE: HIL TI 1/2"rJ; KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. & CREATED 01-02-02 TO TI-4E 6EST or THE ENGINEER'5 KNOUJLEDUE AND 6ELIEF, THE STRUCTURAL FLANS AND SFECIFICATIONS COMFL Y WITI-t TI-4E FLORIDA BUILDING CODE, 5ECTION 16~6 FOR 12~ MFl-i 3 5ECOND GUST, EXF05URE '6' UJIND ZONE (2~01 EDITION). Tl-i15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-i5 AFTER Tl-iE DATE IT 15 51GNED AND 5EALED. SIGNED AND 5EALED FOR TI-4E STRUCTURAL PORTION OF TI-4IS DRAWING ONLY. r "" 120 MPH 3 SEC. GUST D E DANSCO ENGINEERING, FA, po. 60X ~ - APOLLO 6E~ - FLORIDA - 33&12 FI-IONE - (813) 645 tZ>166 FAX - (813) 645 ~~ E6 4510 fc\ 111ESE DRAWINGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO E.'1GINEERING, PA. AND 111E ~CUENT ON 111IS PROJECT ANY REPRODUCnON OR UNAU1110RIZED USE IS PROHIBI1ED - 2003 eeAL.~ \ eCALENoTED DATE 1/2/(1)2 LENNAR ~OME6 TAMPA DIVl61CN DRAlLN B.V, N:/BLOCKS/STD 2001 '" 6ECTION6, DET AIL6, NOTE6 61 ..) "