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~ ~~~)"- #~ ""- /' ~ Y ,,~ ~ #<;is # PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 INSULATION TYP.) I VARIES BAFFLES '\ 1/2" HIGH ~ STRENGTH ~-/' CD GYP. '" ~~~,~DW~LRL /\?'\?\?\?\2\ l~X~ ~~R~~{g~I~~~~ 0/ I/~ & 8" O.C. WALLS r= I- R30 MIN. BATT OR (j r= BLOWN INSULATION I- 1 x2 P. T. HORIZONTAL NAILER g STD. 90' HOOK r= (SEE DETAIL) / R4.2 MIN. INSULATION l- ON EXT.. BLOCK WALLS ~ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS rOOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN2 ELEV. VARIES LIII'\ ~ .....~ ~ \J!!J' ,"",,~l "'-ALUMINUM DRIP EDGE ~'" ~ALUMINUM FASCIA \ . "'-2x4 SUB FASCIA ~2" U.N,O. ~2" ALUMINUM VENTILATED SOFFIT ~:8"X8"X16" KNOCK-OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT /-8" C.M.U. TYPICAL VTYPE "S" MORTAR ~ I ~ ARCHITECTURAL V FINISH ~ 1 x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM/ WALLBOARD U.N.O. ~ ~ 1 x4 P. T. BASE NAILE (1) #5 VERT. IN FILL CELLS i'--r =-(SEE FOUNDATION PLAN FOR LOCATIONS) I " r 4"x4" INSPECTION PORT AT / EACH FILLED CELL TYPICAL 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 ::~~~ k; ~z , . M~~ .~ 2 /~ t ~~y: ~Z ~\ ~\/l" 2 / ,\,V V~ 3" // / (2) #5 REBAR CONT. MIN. CLR'l CLEAN POISONED AND COMPo ON 3" CHAIRS TYP. l' 4" " SOIL. (COMPACTED TO 95% MODIFIED U.N.O. - 1/ PROCTOR ASTM 01557) :Z ~ ~ ; .... . ~,---,- ." - . , / ~Y)~0 6 MIL VAPOR/~\: BARRIER / // . -.;j- I :Z ~ N '-- <0 ~ "., HUD COMPLIANT TYPICAL WALL SECTION NOT TO SCALE ~ I A"\ ~ NOIT: SEE SECllON C/S1 FOR ADDIT10NAL INFORM A 1l0N - -, f\ / (1) ROW 2x BLOCKING @ MID HGT. FOR V WALL HGl < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGl > 8'-6". ~ SIMPSON SP1 CONNECTOR ,) r: ::I 1/2"~x8" ANCHOR BOLT @ 24" O.C. SPACE ANCHOR BOLTS 6" MAX. r~/ 2"~x3/16" PLATE WASHER (TYP.) FROM END OF 2" x PLATE ~ /' "I / 6X6 W1.4XW1.4 WWF .1 OR FIBERMESH ? I t/~~~,,">~ ~-'..~~.~~~,'t3 I~~~~ b ~ ,~/:: >)//~ '. A /~ /"'- Y /",-" ,,/ /0<<<<<<<AK(~/",y / (2) #5 CONT. -~/>>Y);;//;'l~/"> ~~i:'/2"~ K'MK BOLT II WI 6" EMBEDMENT MAYBE B" USED IN UEU OF ANCHOR BOL TS. I ~ 8" l' -4" a.. ?X lit St >. ~..o ~..>o: ? GO '" a:I ~ '0 lit 0 TYPICAL INTERIOR BEARING WALL I SCALE: 3<4,.=1'-0' \ .. - G Sl \ 1- ~ ::J -<C ~ .... - 0 - - :.) , ::> en =' . l) '""" II: :::D~ . ~ ~ . GO - a:I I) 0 - > ~ (l) -"dl fN L. - , ....I U~ ..J , ~~ SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION . "<t- 6X6 W1.4XW1.4 WWF / OR FIBERMESH ~-s:""-.'.L~"-~~.~-'L"""""4 . <] GRADE '. '. , '" Y~~~~~~~~/,~~~~Y/" "/"'- " /"- "/>k>: A~ ~> " " //< (1) #5 CONT. - · z'J C'.J - ~ ::::-::! i'0 I) "CO I.... C GO ~g - a.. c- c- !:: a:I !:- u =- ..J a:I ...::c - 4" 8" MIN. " " ~ ~~ co ~ - - ~ TYPICAL THICKENED SLAB EDGE (L SCALE: 3-'4'=1'-0' \ Sl J SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ I) a:I ...~ I) C II:: c>> S-;,;; ..J a:I 00 ... .. Q.. !!::x _ ~ ~. _ ~.' ~A_ ----.:- . A~. . . D ~ t> tP c> ~V~V~V'" ~ A A " 'c ~ A A' ?:~~~ ~ ~A.. ~~~~ A" .' 'A~~~~/ l~~%~~~~~~w,,,,- /, /" /"'" /(,\ /"'- /" /" / ~ ELEV. VARIES A~ /I~ ~1" x 2" FURRING "- LJ-- " ~1" X 6" ROUGH SAWN CEDAR '\ 2x4 SPRUCE SUB FASCIA ~2" U.N.O. ~12" ALUMINUM VENTILATED SOFFIT AL TERNATE FASCIA SCALE: 3/4.=1'-0' ~~<? oF~ ,,-/' ~~ ~ O. 9: CONTINUOUS TO F'OO'TER BELOW ~00 !-tOOK DETAIL 'ii) KO. BLOCK LOAD BEARING OR- EXTERIOR WALL -- 1---.-. 1/2"0 ANCHOR BOLTS @ 24" O.C. W/ NUT & WASHER "'- "-... (1) SIMPSON SPI TYP. ~ . ~'i I /I II /I II I II II II II ~=====;r-..:-_"",--_Jl_ _""____JL_____ ____JL_________JL________'7"-= FIRST BLOCK TO BE I II I~----------II ---------~~---------~;_--- .r-I I II II II II II SET IN MORTAR I II II II II II I II II II II II P = = =. =. :::LL._-_-_-_-_i? = dL_-:...-=-~~-r-=--=--:::..-=--L.L--=--=:"'-=--=-_,-r-:::..-:...-:...-::....J.J:-....::"'-=--=--=-_,-,-=--=--=--=-.J --=--=--=--= I II II II II ~~-~~r---j <~:-----jL~~r~~~L~~~T~~ t::~~r ;a~ ~O~r~~KBETWEEN I II II II I /tu ELEV. 0'-0" ~ ~ELEV. -0'-5 1/4,l1:::~:~~-~-~-~-JI:= :L-~----JT~-=--=--=-.J-l--=--=--=--=-J1 ' ~f ~f' .;~ 4 A.F.F. G' "-" . .' .' '. '/'4 '~. :z '-'" A F F (. 4 '.' '. ." . . <1 . '. . 4 4 4 E 'I " - " . ~ 0::::4" 4' 4 ,,4il ~ 4 . : ." '. ," '" LEV. -0 -4 1 4 $- 5 ~ ~ ~ 2"x6" RIPPED TO ACTUAL 4. 1'/4" WIDE. ~ d' ~. :." 4 " . A.F.F. e n gs ~ ,,40R 2~'x4" WITH 3/4" FURRING .' Gl" . 4 ~:z '. "',,' '. .'4,.1 I.... 4. -.4.. ....4 .'" " :4 /4 .~.. ~GARAGE DEPTH' , ". 4 ~~." 4 . .4>"4 " / . . VARIES 4 ~ 4. "'4" '4 / .1 ,.<:1.<1 4' 'f3. 4 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1x4 P.T. BASE NAILE ~ - =\ -r- (1) #5 VERT. IN FilL CELLS 3/4" BASEBOARD w ----- (SEE FDN. PLAN FOR LOCATION) MIN. 2500 PSI ~ z () CONC. 5LAB\\ "'" ~ 0: _____4"x4" INSPECTION PORT AT 6X6 W1.4XW1.4 WWF \' == ~ (f) ----- EACH FILLED CELL TYPICAL OR FIBERMESH =- I ~ ~ . ,= y- HEADER BLOCK U.N.O. "<t- '- ~ ~ ~t= ~ 4' ~ - \ . ... V ~ f:- ~ ::::- "''\:;>/\Y;/;';~~:.J y,RA9~ L ~ V. ~ ~ .., ~'0~~o' . I W<<Y<<0::;~' "I 6 MIL VAPOR BARRIER ~0!,'. ! ~~ '- CLEAN POISONED AND COMP.-1 ~..'" ~' ~..< ~~~, . SOil. (95% MODIFIED PROCTOR . ~)~ ~.'.. ~~~" co PER ASTM D1557) /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 INHEN \-'MEN SITM WALL IS LESS lliAN 40" ABOVE GRADE. 2. FOR SITMWALLS GREA ITR lliAN 40" HIGH CONSULT ENGINEER. AL TERNATE STEMWALL FOOTING SCALE: 3/4'=1'-0. SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION -=- (AA \ Sl I SCALE: 3-'4 '=1'-0' GARAGE SLAB AT STEP I , B Sl \ I ~ \ A r2x S.PF STUDS @ 16" O.C. / I v 1I/-2x STUD I' I U ~ " I 'I r 8 C.M.U. .,..f-"f 1/ I I) ~ l"x P.T. STUD J y"""""- ~ I ~ #5 VERT. IN FILLED CELL i If ~ 1/2" X 6" "J" BOLT y I @ 24" O.C. VERT. I 1 ={= ~..---2X P.T. PLATE ~I l:b 1/2" MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" olC EDGES, AND 12" olC FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 1 20" MIN. LAP 1 v v v~/ :-<:xYv/ V'<)Q<. 'v'<XY. '-XX,/ ~ vv, ~, V~ "---1/3 OR #4 REINFORCING BAR ....,. ..".vV' (2) ROWS OF 2x BI_OCKIN\ r ~ 2x SllJDS @ '6~ OIC @ l11lRD POINTS / _____ R11 1/2"~ X 8" "J" BOLT @ 24" O/C ----- WI 2""'X 3/16" PLATE WASHER TYPICAL r7/8" SllJCCO FINISH PER ASTM C. 926 : APPLY 3 LAYERS WI TOTAL 1l11CKNESS 7/8" ~~W', 12"~ K\\'IK BOLT II \ OVER METAL LAll1. FIR~T 2 LAYERS 3/8" TI-lICK WI 8" MIN. EMBEDMENT MAY >>EACH. 3RD LAYER '/8 TI-lICK, BE USED IN LIEU OF ANCHOR >> BOLTS. > rSIMPSON SP1 @ EA. S1lJD 6x6 W1.4xW1.4 WWF "\ ~ . OR FIBERMESH \ ~1 2X P. T. PLATE S~-J ~~~ ~.l: .~. .' .., '" ,.... v.. - ~.> 6 MIL VAPOR ~~~~~>\.: K ~I:~/ GRADE />>" ~ V>> ~2 CLEAN POISONED AND COMPo ",< .. . .~ ~~'\, ::2: SOIL. (COMPACTED TO 95% MODIFIE ;; r-, A ='\'~"'~ /"'- PROCTOR ASTM 01557) . {:((~~~~:( / ~ ~ 4 -4 LAP SFLICE 25" MIN. LAP t ..., ,J~':RE;':OR~ B":: ___;or vvv S 1\ lIS LAF SFLlCE {' 36" MIN, LAP {' ,,,o,~ ~~^~#e;:~;:;;~~~:;~~l>^~~^~~ \'-^// , -~ LAP SFLlCE \~ l"XX :>'X . 12 ~::2: S<--, R 17/8./ #5 REINFORCING BAR ~ STD. ~00 ~OOK 4" 1'-4" D\ Sl J rE\ \!:V REBAR DETAILS SCALE: N.T.S. -=-- I F '\ \!:V FRAME WALL TO C.M.U. WALL CONNECTION, SCALE: 3/4'=1'-0" , TYPICAL EXTERIOR FRAME WALL FOOTING SEE A/S1 FOR MORE SLAB INFORMATION &CALE: )'4'=1'-0' ""'='" SEE SEC. A/51 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 ~ . / _ J...ELEVATIQ.N 0'-0. ~\ _ L ~~p OF S~B_ _ './ ~~~Y\\\< ~ . \~~ \)?\ -~ ~ 3/4" RECESS FOR S.G.D.~ ,l/AD'LC 6X6 W1.4XW1.4 WWF ~ / OR FIBERM~SH ,.... ~ ~- -;-,.j- -,-' '-.,4 ~ ~ _.?- J ~ ~ ....- . . 4] ........ ::! t-;; _.d~ -'-.~.~.~~. .... .' ~/;~V ;:; <<<"'-Y,,,,"0~ .' .... 4 :,.~. {~~"'- / /Y / ~/:~v ~y ~:/ //~ ~ (2) #5 CONT. ~'\,';,\['Y/<\</"""y ",,,<, .4" 1'-4" 8" ~~ TYPICAL C.M.U. BLOCK WALL FINISH TEXTURE BREAK SCALE: N.T.S. I , ~ 51 . "<t- . I ' o · zH1' , C'.J- . ........::E ~..- ' l"') OPTION ~1 ~BLOCK WALL BEYOND P.T. 2x4 1/2" GYP. BD. SOLE PLATE\ ..~HOLD GYP. BD. x, ~ '.' 1/2" FROM SLAB . ~ '-CONT. BEAD - , >-<. z SEALANT ~O'-O"~' /F---..../~ . . ' <{ 4 or .' ~. --.J J_ " '. ~4 4$- HILTl X-CF NAILS @ 12" O.C. ~. .Y STAGGERED, FROM BOTTOM 6X6 W1,4XW1,4 WWf OR FIBERMESH ~ PLATE TO CONCRETE OR EQUAL ~ \CONCRETE SLABI\ 6X6 W1 4X ~ ( /'~ / . W1.4 WWf OR FiBERMESH -';:-_ -+- J . \ i'x' · z J ~~ l \ , i<- ~ ~ \\- ~ ~ .., - - J"<t- I J ~ b ..-, " " " .' . L -A" . 4" ~ I' I . ~ l"') \ '~~~'4 . ~'.' ~-:~~~-:-. --"-:-<]~ -~ ~~ -';:-______~'/j /"/~~~ OA ..'4 d.Y. &~vm'> I '~ >!~) jy fl9'/)/~~ '~""~ ~ '-<~~~~'\~~:; eA~~R BARRIER~ ~ 8' 1'-4' 8' (2) #5 STEEL (CONT..) ''-/ '7 ON CHAIRS INTERIOR \ ~.2X S1lJDS@24"0.C.U.N.0. ~-- ~...----- ~ 1/2" GYPSUM WALLBOARD U.N.O. ~ W/ DRYWALL SCREWS @ 8"0,C. GARAGE /f19 CONT. BEAD ~ U.N.O. SEALANT EXPANSION JOINT, 8" VARI~, #5 CONT'\I\ \ / ~ ~>U~~'\ ...7. ~d<<y<<~ b 0)>:;YM'A""-> }. . . ~~~" ~ ~~~. r A'~~ ~~" V<</~ ^ V>>">; Y /;~// '\>>'<< //>>/~'/ ~,,"'- . ~ - 3" MIN. CLEARANCE (2) #5 CONT. 1'-4" ON 3" CHAIRS (TYP.) G.H.D. RECESS cll/2. MIN. ,- I GARAGE DOOR SLAB RECESS -=--- : I J '\ \!V INTERIOR WALL SLAB STEP NON-BRG. / K \ SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3<4,"=1'-0' \V ~ SCALE: N.T.S. SEE A/S1 FOR MORE SLAB INFORMATION EXPANSION JOINT FORMED USING 1/2" EXPANSION JOINT MATERIAL /3/4" RECESS FOR S.G.D. THICKEN SLAB EDGE BETWEEN ,'AD'LC 6X6 W1 4XW1 4 WWF DOOR FRAMES AS SHOWN \ OR FIBERMES.H FINISHED CONCRETE LANIA TO / RECIEVE BROOM FINISH U.N.O.\ / I ~ = · \ \ \ / ./'" 4 . ~ J 1 . "<t- "<t- .4 ?,,---::~.-:-~-4-l ~~ j. ~~J +~~~-7~~"~\ :- ..~.4p>;y/;/ ;:; ~ co;:; ~~~~ 14. ~4' \~ ~'\ 6X6 W1.4XW1.4 WWF.-I 1<1/')2/vY//~~'" () OR FIBERMESH V' ~-r 2 #5 CONT. / 4" 8" 1'-4" 8" (1) #5 CONT/ ' t MASONRY WALL AND PAD FOOTING 8" MASONRY WALL t I'< ____MASONRy WALL AND ...----- PAD FOOTING -- ~ EXTEND FILL CELLS TO FOUNDATION / PAD MAT REINFORCING. OPTION #2 CONT. FOOTING STEEL \ \ / ==t 1/2" MIN. "GRADE I 6 MIN. _ / A "-J' A "-J' "-)',,,'-1\ '('<<'< ~. t:S(A'<.(~V<V ~Y: '-- r- ~ w>>/)/~>/ FOOTlNG BEYOND ~. . . . L"~~~": K /~ , vY<:<S~* ~ 3" MIN. CLEARANCE .~~"'>>~~~~~~~' PAD REINFORCEMENT ~/ ~%~~~ .~~'- (SEE SCHEDULE) ',3" MIN. CLEARANCE FOOllNG WlDlli SEE SCHEDULE FOOllNG DEPlli SEE SCHEDULE SLAB STEP 4 RECESS ta) S.G.D. I SCALE: 3<4,'=1'-0' , M\ Sl~ --- SCALE: 3<4,N.T.S. -==-- I/' N , Sl SEE DETAIL L ON SHEET S1 FOR OUTER EDGE OF LANAI PATfO COLUMN FTG. DETAIL \ J SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~ -0 N 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. OOUBLE TOP PLATE~' ~TRUSS BOTTOM CHORD OR 4._ 2x4 BLOCKING W/ 2-16d SIMPSON SP2 CONNECTOR _ ~_ TOE NAILS @ EACH END / " / n ~/:2"X S.P.F. (OR EQUAL) 1 2 COX PLYWOOD O~ 7 16 ~ STUDS @ 16" O.C. U.N.O. OS B. SHEA l111NG REQ D. FOR >> >< ALL EXITRIOR OR SHEAR WALLS ,<:) (1) ROW 2 BLOCKING @ MID HGT FOR AS INDICATED ON lliE PLAN. _ 4._ X , " ' A TTACH SHEA Tl,ING W/ 8d V WALL HGT. < 8 -6. (2) ROWS 2x BLOCKING COMMON NAILS @ 4" o.c.~ ~ @ 3rd PTS FOR WALL HGT. > 8'-6". BOUNDARIES, 6" 0.C.@EDGES,t/19 AND @ 12" O.C, @ FIELD x;: ><).. >< J~_ SIMPSON SP1 CONNECTOR v^ 1/2"~x8" ANCHOR BOLT@24" O.C-;= ViV'~ 2x P.T. BOTTOM PLATE WI 2"~x3/16" PLATE WASHER (TYP.) ~ r 6X6 W1.4XW1.4 WWF C' MIN, ~. . / OR FIBERMESH ~ 1 . ....- ~.~ ~ -~-:-A-:- - T ~~ r: + ~~ ~ - ~~ :~;:A" A~~7<<0~/ 3 1/2"-4~ ~ ~ ~/2"-4"/A"'))~Y~ ~ ...... .:;>;););,>~ MIN. MIN. ,,/ /~/",c<<<<~~~". /K "/);:/"A / f' / (2) #5 CON~ " 4 , 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL ta) STEP I SCALE: 3<4,"=1'-0' , C 51 \ J 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. NOTE: HIL TI 1 /2"~ KWIK BOLT II wi 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOL TS. S:! ~ SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS ~ I~~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE ~ NAILS @ 24" O.C. FROM TOP PLATE TO i' S.P.F. DOUBLE TOP PLATE/ ~ ~TRUSS BOTTOM CHORO OR / ><S: 2x4 BLOCKING w/ 2-16d SIMPSON SP2 CONNECTOR-/' ><p, TOE NAILS @ EACH END -'ij - _A_ ~/2"X S.P.F. (OR EQUAL) ><:x STUDS @ 16" O.C. U,N.O. (1) ROW 2x BLOCKING@MID HGT. FOR~ >~,19 WALL HGT. < 8'-6n. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". ~/~/2"~X8" ANCHOR BOLT @ 24" O.C. WI 2"~x3/16" PLATE WASHER (TYP.) SIMPSON SP1 CONNECTOR ~ >< 2x P.T. BOTTOM PLATE~ >S; r6X6 W1.4XW1.4 WWF C. MIN '-.~ '. / OR FIBERMES\ . '....- ~.~ ~ -~-:-A-:- - ""I ~~~ t ~.~ ~-~~:"~-:A~ " A~V0<V:/ ~ ~ ~/2"-4~AYAY~ ~ .... .h'):';;>>>'\ MIN. ,,/ /""-,<:q,</",V,,,,-V"~~' " /K "/AY);";" /" (2) #5 CON~ " 4 I' , 3 1/2"-4" MIN. 1'-4" 8" U,N.O. MIN. AL TERNATE TYPICAL BEARING WALL ta) STEP WIO SHEAR WALL f2\ \ Sl~ --=='" 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, FE. 4'34245 D TI-4U"( 1-4. I-4UrNl-4, P E. .~0122 D IRWIN J. BENSON, P E. -4CjlS8 D All ABBAS I-!AKIM, P E, ~~ 186 SCALE: 3<4," = 1'-0' NOTE: HIL TI 1 12"~ KWlK BOLT II wi 8" MIN. EMBEDMENT MAY Bt USED IN LIEU OF ANCHOR BOL TS. ,i' & CREATED 01-02-02 TO TI-4E 6E&T OF TI-4E ENGINEER'5 KNOWLEDGE AND 6ELlEF, TI-4E 5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WIT1-4 TI-4E FLORIDA BUILDING CODE, OECTION 1~"~ FOR 12" MPI-4 .3 5ECOND GU5T, EXP05URE '6' WIND lONE (2"01 EDITION). T1-415 DRAUJINU AND DE51GN 15 vALID FOR 12 MONTI-4S AFTER TI-4E DATE IT 15 51GNED AND OEALED. 51GNED AND eEALED FOR TI-4E 5TRUCTURAL PORTION OF T1-415 DRAWING ONLY. r D E DAN5CO ENGINEERING, FA. p.o. 60X ~ - APOL1.0 eEA04 - FL.ORIDA - "&12 ~ - (8") 64& 0166 PAX - (8") 64& 'e6<a& eB 4&10 1(\ THESE DRAWlNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA AND THE ~CtJENT ON THIS PROJECT. ANY REPRODUCTlON OR UNAUTHORIZED USE IS PROHIBI1ED. - 2003 " 120 MPH 3 SEC. GUST &CAL."\ 6CAJ..ENOTED DATE 112/02 LENNAR ~OME5 TAMPA Dlvt61CN DRAUN B.V. N:/BLOCKS/STD 2001 "- 5ECTION5, DET AIL5, NOTE5 61 ~ \..