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PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 INSULATION\ TYP.) I VARIES BAFFLES \ 1/2" HIGH ~ STRENGTH ~'-;' CD GYP. BOARD OR 1)( )\ )( )( )( )( 1t::,i:1":J NAILING SCHEDULE ON SHT. SN2 5/8" WALL 1/ )( )( )( ')( )u ') l\~ _ ELEV. VARIES g~~~RLl~~CREWS:~ / ; , ~~ALUMINUM DRIP EDGE @ 7" O.C. CEILING I); 1/"........\ & 8" O.C. WALLS l:::~"", '--ALUMINUM FASCIA R30 MIN. BATT OR (/ E 1\ . "'-2x4 SUB FASCIA BLOWN INSULATION I- I. 2" U.N.O. ~ 2" ALUMINUM VENTILATED SOFFIT 1x2 P.T. HORIZONTAL NAILER E ~: STD. 90' HOOK t:: 8"x8"X16" KNOCK-OUT BLOCK (SEE DETAIL) W/ 1 #5 CONT. FILLED E SOLID W/GROUT l= I- HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS rOOF COVERING 7/16" O.S.B. MIN. SEE ROOF R4.2 MIN. l= INSULATION l::: ON EXL BLOCK WALLS l= ~E 1 x2 PT WD FURRING ~ E @ 24" O.C. I- /~ 1 /2" GYPSUM~ ~ WALLBOARD U.N.O. t= v" C.M.U. TYPICAL VTYPE "s" MORTAR ~ ! ~ ARCHITECTURAL V FINISH f-- I- ~i= _ l= 1 1\.6= '-- ~ ~cSS #~ 1 x4 P. T. BASE NAILE (1) #5 VERT. IN FILL CELLS l= 1\-9 ;=-(SEE FOUNDA T10N PLAN FOR LOCA T10NS) E /' l= V 4"x4" INSPECTION PORT AT E EACH FILLED CELL TYPICAL f-- 3 1/4" BASEBOARD A 6x6 W1.4xW1.4 WWF;\ ~ STD. 90' HOOK OR FIBERMESH "I / (SEE DETAIL) CONCRETE SLAB WITH BROOM _~ l:::~ I v ~ MIN 2500 PSI FINISH SEE STRUCTURAL NOTES \ ~ /.. ~, CONC. SLAB .l'~I~~ ~ ~ .. "ex: . ' A)/~~ ~~ /c> ,r t ~Y/(~ ~z ~ ~V?''' ~ r/ ,\,,"../ V ~ 3 /// (2) #~ REBAR CONT. MIN. CLR. J CLEAN POISONED AND COMPo ON 3 CHAIRS TYP. l' 4" " SOIL. (COMPACTED TO 95% MODIFIED U.N.O. - PROCTOR ASTM 01557) :Z 5E ::.. . ~ .- ~,~." . r /0.Y)~0 6 MIL VAPOR/~-;: BARRIER / // o ~ I :Z 5E o N . ......... to ~ I") t-lUD COMPLIANT TYPICAL WALL SECTION A , 51 J I NOT TO 5CALE' NOTE: SEE SECTION C/S1 FOR ADDIllONAL INFORMATION -r!r- IZ (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 ~ x: ::) r;/2"~X8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. W/ 2"\1lx3/16" PLATE WASHER (TYP.)" FROM END OF 2" x PLA TE ~ b1 / 6X6 W1.4XW1.4 WWF ~j OR FIBERMESH I'ot I, t/v~~",.,.~:-"..~L,~~~J3IG~~--b ~ / '''.~~~. A /~ /"y/,," . " ~ <<<<<~K<~ ~"y ~OTE: (2) #5 CONT. . /):;:;/~>>/ ij~ / HILT! 1/2"0 KW1K BOLT II W/ 6" EMBEDMENT MAY BE R" 1'_4" 8" USED IN LIEU OF ANCHOR BOLTS. I ~ f--.- ~,~ 7~A.~A~'~ . I> .,i. .~. . C A A c. I> >V>>/>>/~ '. . ' ,,', " ~~~~ A ~ A r /0//0//0// l:'>:::, V,>>'<>>/>>/>>/>> y~.~~v""~",,,, / y/ /,>j>:V~0<<<0:V/:V> / ~ ELEV. VARIES /1'::J ~1" x 2" FURRING LJ '- '\ ~ 1" x 6" ROUGH SAWN CEDAR '" 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VENT1LA TED SOFFIT AL TERNATE FASCfA SCALE: 3/4'=1'-0' ~~c,. ~ ~ ~<:5> ~ ~'Vc,.. ~ -<<S ~ j' ~~ y~ CONTINUOUS TO FOOTER BELOW S@" HOOK DETAIL Ul KO. BLOCK LOAD BEARING OR- EXTERIOR WALL - r--- ~. 1/2"~ ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER '" '" (I) SIMPSON SPI TYP. ~ . ~'l I II II II II I II II II II L_________JI \.=: JL JL JL 1- - - -11---- - - 'T1--------- -=--=--=--=--'11 -=--=--=--=- - -=--=--=--=-Ir=--=--=--=---=--=--=--=-~-=--=--=-.; 1...--- FIRST BLOCK TO BE II III1 II II II II SET IN MORTAR II II II II I II II II II II p: = = = = :::!..L_-_-_-_--,r= =: ~~-------I-r--==--=--=--=-~L--=--=--=--=-""l-r_-=--:::...-::...-=-~-L..-=--=--=--=-..,-r-=--=--=--=:..--1 --=--=--=-- I II II II II : :: :: :: =~ I:: '-3/8" MORTAR BETWEEN I II II 11:::::-- SLAB & BLOCK F = = =- = ':::;I~-_-_-...=l.k ~ :=i'r-:....-::....----...1-L-=--=--=--=--,-r-=--=--=--=--:L'--=--=--=--=-...,--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: ~i.,.-_--------lI_-----..JL ,,"..JL . $- , ~ELEV. -0'-5 1/4'~:::~:L~-~-~-~-I: _----J[---------J[' W. "J' :A~' 4. A.F.F. C? ." (" 4' ,/'A' ~ . :z: A.F.F. = 0:::: A".. A ".<1 ~;" " " A .A. <I,,", ELEV. -0'-4 1 /4" A'L 5 CXJ~~ 4 A .q ~ 0 ............f- :z: 2"x6" RIPPED TO ACTUAL 4 1/4" WIDE ".' .. " '., A.F.F. l.L. 1'0 gs 0 "AOR 2"x4" WlTH 3/4" FURRING d <I' A., .. ~ :::2: --:> . .... ~ . I I". A .<1 . . /I/A'''' '..~GARAGEDEPTHA..~'."A .,t"A ~.>". v ARI ES A" A, ~~" '4 I . 4 4' q. a 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1x4 P.T. BASE NAILE - ~ ~ ~~ / ~ ...-- (1) #5 VERT. IN FILL CELLS 3 4" BASEBOARD f= w --- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ____ . 0 CONC. SLAB: \\ ~_:;;< ~ 0: ...______4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF l' ~ (j) ----- EACH FILLED CELL TYPICAL .OR FIBERMESH ~ ~.~ ~ HEADER BLOCK U.N.O. v _ - ~l ~~ ~ ~t= ~ 4' ~.- \ . . ' . lo; / ~ ~ 2' "/~~~~" y)V;: ~ ~RA9~ / ~ b ~ ~ ~ ~~} T V<<y<</~~<<~ "1 6 MIL VAPOR BARRIER ~t/ !.~ . ! ~~~~> ~ ~ CLEAN POISONED AND COMP..J~.' ,~"., ~,.. .." ~~,><<'><<\~ ~ SOIL. (95% MODIFIED PROCTOR . "J~. ~.. ',' ~~~ b:: PER ASTM D1557) /T.," ." /, /, / /, / 3 MIN. CLR. ""--STD. 90' HOOK (2) #5 REBAR CONT,~ ' (SEE DETAIL) ON 3" CHAIR 1'_4" 8"x4"x16" NOMINAL BLOCK WlTH 3/8" MORTAR BETWEEN COURSES NOTES: 1. FILL ALL CELLS BELOW GRADE WHEN \'\~EN STEM WALL IS LESS TI-lAN 40" ABOVE GRADE. 2. FOR STEM WALLS GREATER TI-lAN 40" HIGH CONSULT ENGINEER. 4 .." ." AL TERNATE 6TEMWALL FOOTING SCALE: 3/4' = 1'-0' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ...=. (AA \ \!V ..=.. GARAGE SLAB AT 6TEP I , B\ SI 1 SCALE: .3~' = 1'-0' ""'=='" \ r2x S.P.F. STUDS @ 16" O.C. ~~ I I V I 1 .....---2 X STUD II I Y lJ--v I 'I r 8" C.M.U. VI" 1/ I 1)...-- 1"x P.T. STUD I y/ ~ I ~ #5 VERT. IN FILLED CELL : If ~ 1/2" X 6" "J" BOLT y I @ 24" O.C. VERT. I I I I I J,-v--2x P.T. PLATE ~I "I I 1/2" MIN. PLYWOOD SHEATI-iING NAILED W/ 8d COMMON NAILS @ 4" ole BOUNDARIES, 6" Ole EDGES, AND 12" Ole FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ~ (2) ROWS OF 2x BLOCKINI\ ' ~2x STUDS@16"O/C @ THIRD POINTS / K..)! _____R11 1/2"0 x 8" "l BOLT @ 24" O/C ~ ------ W/ 2"0X 3/16" PLATE WASHER TYPICAL ~ 1;;7/8" STUCCO FINISH PER ASTM C. 926 NOTE' APPLY 3 LAYERS W/ TOTAL TIilCKNESS 7/8" HILT! '1/2"0 KWlK BOLT II \ OVER METAL LAl11. FIRST 2 LAYERS 3/8" 1111CK W/ 8" MIN. EMBEDMENT MAY EACH. 3RD LAYER 1/8" 111ICK. BE USED IN UEU OF ANCHOR BOLTS. rSIMPSON SP1 @ EA. STUD 6x6 W1.4xW1.4 WWF '\ OR FIBERMESH 2X P. T. PLATE . , ~ S-~JI' .~~ ..\. .~ ~"" .... ....v ~. 6 MIL VAPOR :'~~~~.t.. ': K ~,~/ GRADE '/0: .. ~.[) >Y>> ~ z CLEAN POISONED AND COMPo ~'<( ... . · ~ <<~'" ~:2 SOIL. (COMPACTED TO 95% MODIFIE ~ r. t, ~'~""~'/"> PROCTOR ASTM 01557) . ~~~<:<<K.j(~ / l' 20" MIN. LAP l' v v v~' :<:XXV'.:;o<)<. '.)Q(Y '.xx/ ? ~, ~, ........ "--H3 OR #4 REINFORCING BAR _ 'tIv...... ~ ~ .. ~4 LAP SPLICE 25" MIN. LAP {' ,m "J ~::R8~R= B": ~ ~ vvv , 1\ ~ 4'S LAP SPLICE {' 36" MIN. LAP {' "X X ,x ~~^~;xye;:~;:~~~~:~~^~-:,^~-:, \'oA/ / , ~ LAP SPLICE " #5 REINFORCING BAR J . orz ~:2 R 17/8"/ 4'S STD. ~00 1-I0OK 4" 1'-4" D , 61 J ~ I E '\ \!V REBAR DET AIL6 SCALE: N.T.S. -=- J F '\ \!V FRAME WALL TO C.M.U. WALL CONNECTIONI SCALE: 3/4'=1'-0' , T'YPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION 5CALE: 3-4 I = l'.iZ>' SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION GALVANIZED METAL STOP SECURED TO WALL OF 8" ABOVE GRADE. :Z EST. GRADE SE . _ J..ELEVATl~ 0'-0" .:0, _L ~TOP OF S~B_ V ~\y\\~~~\\< b:: \~~\~\ .~ ~ . /\\; /' TYPICAL C.M.U. BLOCK WALL :;;;: FINIS~ TEXTURE BREAK SCALE: N.T.S. @- a.. >?::I: 5t D ;>0. :\l ,Q U - >? co .. oD . -0 sa 0 .. - :\l ~ -< -= T'YPICAL INTERIOR BEARING WALL (G , SCALE: .3~'=1'-0' ~l- o ... .- 0 - .... t.) I ::> en o . Cl) .... !I: t.Jl~ :is c ~ . co ... oD ~ 0 .. > ..... oD - -0 :IN J.. _ , ...... .u~ ..... I ~a.. Z::I: on -0 ce'~ ~~ - a.. - I J: - <- z:: oD z- .u :. .....I oD -::I: 0- lD :8 .. :\.l .. cD :;:) - - SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~BLOCK WALL BEYOND P,T. 2x4 1/2" GYP. BD. SOLE PLATE\ ,,,~ ':~~Ji!? FGR~M ~~AB_ ~ ~.2X STUDS@24"0.C.U.N.O. /' CONT BEAD ~1/2" GYPSUM WALLBOARD U.N.O. . . z/ SEALANT W/ DRYWALL SCREWS @ 8"0.C. 0'-0" , /f-.....'/~ -$ ~:.': . ~ ) 4" INTERIOR '\ ~GARA.~E CONT. BEAD '. .~ . ..: .~., " -:._/ - $- U.~.O. SEALANT HIL Tl X-CF NAILS @ 12" O.C. . ....~ / ~~~~~Ef~DCtNRCOR~T~?6~0~QUAL 6X6 W1.4XW1.4 VM OR FlBERMESH \'" . CONCRETE SLAB, \Y '\ j6X6 W1.4XW1.4 VM OR FlBERMESH _I -..L ,I \ \ f\ ~/) r ~~JI' .....\... . \\\_- j'"- I' . ,,~ ((_ ~ .. " v ,I v ~ ~ \ //~~~~(~~'A .. ..~~-:~~:L ~~~~~4~S J ~~ /);; y> ~~)A ..'4 _ 'y. ~ ~~'Y/>>>'> I ' ;::; -~- -- - - - - - )) AY~</>Y.??/'>70~Y;" ~'<~~%'*~~:s: ~A~~R BARRIER~ /- 8" 1'-4" 8" (2) #5 STEEL (CONT..)'~ -; ON CHAIRS EXPANSION JOINT" 8" . VAP/1=''' #5 CONT'\f\ \ I' +. \ --c-.' ,. .' 'ex: ...' b.. .;/ ~ -:- ,. ~~ 1/~)0\. .., . . ,.' . ~ ff1(<<<<~ ~ y>0}~'A "; . }. .' . ~>25>25'" ~ ~~~. fR A' .\ ~~, ~<<'>'<< )1'.. "'/ ~ '" ' ':/ / /:/ ~~V ~<0~'>) ~"'/ d, 3" MIN. CLEARANCE 1/ .H.D. RECESS ~ 1/2" MIN. (2) #5 CONT. ON 3" CHAIRS (TYP.) 1'_4" GARAGE DOOR SLAB RECESS : ~\ \ Sl r ~..I ~ J .~ 61 \ 1 INTERIOR WALL SLAB STEP NON-BRG. SEE A/51 FOR MORE SLAB INFORMATION SCALE: .3~'=I'-0' SCALE: NT-S. SEE A/S1 FOR MORE SLAB INFORMA llON EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL THICKEN SLAB EDGE BETWEEN ~3/4" RECESS FOR S.G.D. DOOR FRAMES AS SHOWN '\ IIADIC'C 6X6 W1.4XW1.4 WWF / OR FIBERMESH FINISHED CONCRETE LANIA TO RECIEVE BROOM FINISH U.N.O.\ / I ":q. ~ ":q. \ \ \ l-t-- ~~-"- -~ ~.~ ..?- J~ ~ .' . 4 ___ 4 ... . . . l " ~ cr - ~C?; +--~-'-7 '\ lt~ .1l4/l/A ')-.:: ~ ~ b:: 2'~ ~{~~~~/a ~'4'~<V ,//// ~ 6X6 W1.4XW1.4 WWF~ '-0[//0K//~~ OR FIBERMESH 1/' -'f-(2) #5 CONT. / 4" 8" 1'-4" 8" (1) #5 CONT/ ' t MASONRY WALL AND- PAD FOOTING ktJ ___MASONRY WALL AND ..----- PAD FOOTING 8" MASONRY WALL 3/4" RECESS FOR S.G.D.~ ,''''''""' 6X6 W1.4XW1.4 WWF "" / OR FIBERM~SH "- 1'- 4 j' .. . at J I . ~ __ ..,- ~ -'- --,,4 -.:... - ON C?; I ~. ~ ..'. ,,~ ~~~Y-~~C ". :)!(;~y ';; //Y/k~777)' /)y//,<<-~ (2) #5 CONT. ("( <\~~"'~. ",,< ," 4" 1'_4" 8" / EXTEND FILL CELLS TO FOUNDATION CONT. FOOTING STE~- PAD MAT REINFORCING. -\ / =t 1/2" MIN. "GRADE lJ 6 MIN. 'AVA")' ."/,, 1\ lr ~"0 fe. &A<(/(<(/(v.: I FOOTING DEPTI-l ,,<<V LI-I- ---./ ~>'l)/,0y FOOllNG BEYOND SEE SCHEDULE ~.... r,,'<<('<<('<<(" , //yAI' t?'i>Y//Y/)' J' 3" MIN. CLEARANCE .~~>'y~~;7>% ~N~' ' PAD REINFORCEMENT ~, ~~/~~~~~'/ (SEE SCHEDULE) / ^ 3" MIN. CLEARANCE . v 6X6 W1.4XW1.4 WWF r OR FIBERMESH ./ 44 " ~ ~ -S__ - ~-.r - - --A........ 4 GRADE '"," y/,>y)>y/>y)~'~\ f><<~~Y/",' /, ~~~~~~ (""'Y"'rc~~/' /[;./ /)y / / / ,,/ /, " (1) #5 CONT. , · z J 'ex: S- SE ~ 4" 8" MIN. T'YPICAL 'fHICKENED 6LAB EDGE J SCALE: .3~"=1'-0' , SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION L\ Sl~ "'=='" on <D - -, n c ~Q g-; ..... (l) :D (::) - .. a.. ;c:: :c . v . I ' 00 zH I N- ;.... ::::- ~ ~ OPTION #1 OPTION #2 FOOTING W1DTI-l SEE SCHEDULE SLAB STEP 4 RECES6 ta> 6.G.D. J SCALE: .3~'=1'-0' , PATIO COLUMN FTG. DETAIL (N , SCALE: .3~N,T.o, ~' M 61 \ SEE DETAIL L ON SHEET S1 J FOR OUTER EDGE OF LANAI SEE SEC, A/S1 FOR ADDITIONAL SLAB INFORMATION (:) N , , SEE UPLIFT SCHEDULE FOR UPLIFT CONNECllONS ~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. OOUBLE TOP PLAJI ~TRUSS BOTTOM CHORO OR ~L-- 2x4 BLOCKING WI 2-16d SIMPSON SP2 CONNECTOR V. TOE NAILS @ EACH END -~~ 1/2" COX PLYWOOD OR 7 /16" ~V;2"X S.P.F. (OR EQUAL) O.5.S. SHEATI-lING 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 THE PLAN. '^^. ATTACH SHEATI-lING W/ 8d V L-- 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, ~VR1 9 AND @ 12" O.C. @ FIELD ____ K>- -------~ ~ SIMPSON SP1 CONNECTOR VL-- 1/2"\1lx8" ANCHOR BOLT@ 24" O.C~ ~v:';:' 2x P, T. BOTTOM PLATE W/ 2"~x3/16" PLATE WASHER (TYP.) ><S; r 6X6 W1.4XW1.4 WWF (4" MIN. ~. .. / OR FIBERMESH ~ I . .;,.-- ~.~ - -~"-A-;- - 1 . .17 t .~.~ ~--~~~tA~ .." A. ~r/<<~~7 '1 3 1/2"-4">AYAY~ ~ ~ '.." .<<'>:s>).~ MIN. '\< '\:(/~K<<<<~"~f',' /~"/^YA / / (2) #5 CON1/ 4" 1'_4" 8" I' 3 1/2"-4" MIN. U.N.O. MIN. -=- T'YPICAL BEARING WALL ~ 6TEP (' C , NOTE: SCALE: .3~'=I'-0' , Sl J SIMPSON HETA20 @ EACH STUD WlTH 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"\1l KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. c ~ ~SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS (WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE 2-16d NAILS @ 24" O.C. FROM TOP PLATE TO 1'~ \. S.P.F. OOUBLE TOP PLATE~ ~TRUSS BOTTOM CHORD OR / ~ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR~ ~L-- TOE NAILS @ EACH END - .-- ~V2"X S.P.F. (OR EQUAL) / ~ STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR---.../ ;:> L~,1 9 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ~ @3rdPTSFORWALLHGT.> 8'-6". ~V:1 /2"\1lx8" ANCHOR BOLT@24"0.C. ><S: W/ 2"~x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR --.." ~ 2x P. T. BOTTOM PLA TE~ ~ r 6X6 W1.4XW1.4 WWF (4" MIN. "'. ~ / OR FIBERMESH I , ., /-.1 ~ -r-:.-'--' -:- -~"-A -;- - 1 ~~~/L"/A~>>>;(. : .-[;".~~~V MIN. ,,/ /",,"'(/0 'i"V"v <<%"'. " /~"'>AYA"/' /" (2) #5 CON"fI' " 4 3 1/2"_4" MIN. 1'-4" 8" U.N.O. MIN. AL TERNATE T'YPICAL BEARING WALL ta> 6TEP WIO S~EAR WALL ~ J CC , , 61 J 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. , o SAMUEL A. GREENBERG, PE. ~4245 D TI-IUY 1-1. I-IUYNl-I, F.E. -60122 D IRWIN J. BENSON, F.E. ~4S158 D ALl ABBAS I-IAKIM, PE. ~6186 SCALE: .3~'=1'-0' NOTE: HIL TI 1/2"\1l KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt: USED IN LIEU OF ANCHOR BOL TS. & CREATED 01-02-02 TO TI-IE eE5T OF Ti-IE ENGINEER'5 KI'-IOWLEDGE AND eELIEF, Ti-IE 5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WITH TI-IE FLORIDA 6UILDING CODE, OECTION lG>~6 FOR 12~ MPl-l 3 5ECOND GU5T, EXF05URE 'e' WIND ZONE (2~"1 EDITION). Tl-l15 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-l5 AFTER THE DATE IT 15 51GNED AND 5EALED. 51GNED AND 5EALED FOR TI-IE 5TR\.lCTURAL PORTION OF Tl-l15 DRAWING ONLy, / D E DANSCO ENGINEERING, FA. P.o. 60X ~ - APOLLO 6EAa4 - FLORIDA - 33512 ~ - (813) 645 ~t66 FAX - (8t3) 645 ~~ e6 45t~ fC\ TIjESE DRAWINGS AND DESIGNS ARt TIjE JOINT PROPERTY OF DANSCO ENGINEERING, PAc AND TIjE ~ CUENT ON TIjIS PROJECT. ANY REPRODUC1l0N OR UNAUTIjORIZED USE IS PROHIBI"lED, - 2003 "" 120 MPH 3 SFC. GUST ~fA'~ I /'rJI \ eCAJ..ENoTED Iv 1fT DATE 112/02 ~O 2 2005 '" 5ECTION5, DET AIL5, NOTE5 &1 LENNAR ~OME5 T~A DIVl61CN DRAU.N B.V. N:/BLOCKS/STD 2001 ~