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10-0146 Buntin
,. , , I I , , . . . .„ , , 1, . . . • . , ....... . . . • . , . • • .. , . . . . ..+:. . . • . . . . 1 DO NOT SCALE THE DRAWINGS-DIMENSIONS SHOULD BE READ OR CALCULATED t . -I . . . , • . - Afott,„ CONTRACTOR-SHALL VERIFY CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR SAME i. , • . . ANY DISCREPANCY SHALL BE REPORTED TO THE DESIGNER PRIOR To PROCEEDING WITH WORK. , . .. , 1 -- i/Alc V. i • f -/- . . . ' g f- 1: I . . • • i i - 1., ' : ! r7"--I. 13:AJI i - 1-' : . 1.: 1 1:' . 9 fl t .1: . D ! . t ,• .,,, • - I i• , :i z .,- t• •0 ..,,: . - . •1 r • . ,,,,,,‘---, ,•-„,,,,,,,4 0• , • ,,„„•,,,4,,s,"14 . ,,..eva *, , . , • i t :, • 1 l• 1 t . I "i . ., , . , e :‘. - • *: ': 40 • -.1" ..$ -- - , & . , 1 ,, . , '' '• , .. A Y t .- . .,..0:rr1.111:i:::10. ,z', ."000::.:(:,aejp: . ., f ,. i. . i t ii,. .. 0 i. t A. .0 , . 0 . 1t .. . . . , k :1, 4 t 0. 0 • • IXIALL A5 SPEC. 0 - ,,..,, fo 1 . 'i. 1 44 • •,-,z /' ' 0 / $ ,.. •,-.: • 4" THICK 5,000 P.S.I. ONC. SLAB / 0 - , I . / i g . .-, a ,, • • 1 REINF, W 6'X-6 #10/#10 NAM, - — , „ ; .. . . . - will 0 -. ' . . .. . 1. 0 ' 1' . ?4.. ' ON 6- MILL POLYETHYLENE VAPOR GRADE • 0 . 1- ; BARRIER , • . • . : !. •. • -• , /, . 2'/ A e I ..• .. 4 -f l• -4 1 , \ 0 •', ..o, • - .:.:- .• - \A C«+ ,., •—■ V oo- ,,-;,04' . t ,i . . -k . .. ,r.? •:;.•.4.: *.-. 0 \ ,4 Il 1 . . • -/ ' . . I. .- ,-.. ... z. 't 1 • I i 4- . . . Q 0.1. g t . ,,. ..4. )"■..1' ... \\2, \ , IP.. . „ . • ,t / <e. 0 • .4.,a 4//44 g ,, - 4,. 4 'I 1 f CLEAN, DRY, COMPACTED,-TERMI.TP, TREATED EARTH FILL, - //\'' , a - . 1. A , , _ .• . . . 1 d . / \ \ \ *N \ \. p cl. r -,, $ . t _ 1 :,-!', - - -,: t . • \ •\ \ 'I2"w .I'-4"- A / . -I- ! t ' .i,.. I , . . ... . „\ •-, ., 0 . f. (5) 405 CONT. P 4 , ' . ,. / . ., 0 0 • , • ti .. . , • . • le 1.' (5" CLEAR) 0 . 9 , . . . , t 1, ,.0 • - .• n . . i -k,, . • 1 . . . . -1, 0 . - . .. , / r .• . . • , • 1 '., 0 v 51'-10" f s y / , . ,. ,, . : / , < 0 ,. . v- 1 , , I , v • MONOLITHIC !TAIL 0 00 .0 . z r - 0 g , 6.1 , --; • . i I 10'ig=2" 51-2" -1- -' 5'..4" 11..e).. ../...v l'-10" /2c-0", 5.-Ey.; 1'-10"/ SCALE 1/2"=11-0" 0 . i / --i- .. .-, / t ..i / / / 0 0 '- 0 1 .t, 1 ,, ., '1 ,.....,l• . i . i i ... . )„ . • , • 1 . . 1 . • 0 V 0 , . ' 0 • 0 e 0• 0 • • i ., . . • 0 ,g; /., • g , ,, 0 1 . . . ; 0 ; i I -t . _. . i ,,, \ \ _\ . , ; '. ' i ; -- 0 0 _ i'\ \ % # 0 . "0 i ; ,. •k . , , t 4; -,t, , "6 .. 0 411 0 , o i gt . t ::: v. 3- -E. .1 t .,..,_AL ; . . ° f 1 0 .....\ ' 0 iiiP 00 - 8 ' , , i iNi I l' . i .. \ - T. . . ; 0 . 0 0 I ' 0 : . •/- _ AO ' - '0 .- ' . . . i P 1 . . . : 7 t k , . - - f- • : i N - . ,i; i . / . ifl t . .. ' r . i R.... li,) . . ..i • tn , • \ i 1- , • 0 II • - . '.' • '' "", 2/2, 4.ile• '24 ' I I I i t. , -.I; i • tr. 1- 0. 1 1 , • — o , , t . , T 't, P i ; T .)- ;= , i • ..6\ A 0 / . t l• ih k i f- 4 . P ,- 1 1 t • -P 0 .:,-- - • 0,44 A -4- 1 I i I t „ , . , - \ -,„, 0 0 0 r--",.. - 6 1 . ' i. i t 0 \ • r , - 1 . „ 0 ' : - • - ' .d i t,:. P 0 t t: ' ; 1 t . . .. - ' ' g (11) . :. .. . s' 111 i a...ii, I0'-2" i 12'- 0" c= / / / :0 1 1- , zst.• i t , . . . :. • 1 1 f 74- , , FOUNDATION NOTES A 1.,, - 0 , .,•• s , _ .t ., ir. 4, . . . . : 1.: ii to 1 , . I) 4" THICK, 3,000 P.S.I. CONCRETE SLAB REINF. P.N1/ 12=1 ., . i . N------ 1. '1% • •-,, 1 1 . . 6x6-#10/#10 114.114.M. ON 6 MIL POLYETHYLENE . 0 .. ; : 1- • I is- i l'-‘ . . f t , 4. J . 0 ' I T .. . 14,11f72" 8'4, 1v 1 ..? VAPOR BARRIER'ON CLEAN, DRY, P g I .1 ,1 i l'.- / . / . \ ..0 COMPACTED, TERMITE TREATED EARTH FILL. ' -0 t r .3 - 11/igi .: o' ' • - ,. i.. t . i -1. 0 to e. 51.4" 12'-e?" .. 12 ,10" • / 2) 24" DEEP X IV INIDE CONTINUOUS MONOLITHIC 5000 P51 0 ., n .v . f ' 141'-2" I • / / • , . 1 I- = / . - - . ..., -V- :... 1. CONCRETE FOOTING INITH (5) 4#5 RODS CONTINUOUS SET • . - . . 1. . T ,• I: 0 T- 1 0 , • . : , , ,. 0 Q t, - . ... . • . • 1 I. ;.c) . .. 4, 7 i. 0 f: ON ROP CHAIRS. CONTRACTOR SHALL VERIFY SOIL '0 / .I NI . „ —...,,,,, \ z4-- 6 . BEARING cApActrr TO 15E- AT LEAST P5F . ...0 . 1- - . t . . i 1 E`-0 . 1• i -,-..., .. ,. . . . . . . . , t 1- .i Ze, i- SY A LISCENSED-GEO-TECHNICAL ENGINEER. h 1 :. 1 e- . •</. . . tO BEFORE POURING FOOTING. • Rll * . ' ; i 1 -t - .., - t -.4 1 7,-* -.."*"' 15.4 . -0 © . , . 1 . . ) 0 , ,, , t . 0 0 1 , • I 4- ° , -, . i 5) 129 lApor3 PiLtNe comeciep TO BOTTOM OF 0 11 . ', t t i \ `1* -. ' ' 4 i: 0 n . 41 FIRST FLOOR JOISTS .3. 1 • • •• • .4 • 7'1 t - J • 0 t I 1 t \ . .4, .....„: .4- — ir..4— ...„,+.,,...,, -..... .. . .4,,,g .•-1. •i ,...<,- ..--,...., -;,....,J: <7, . 4 •* . Z . 1 • • t . 4) 24' DEEP X 12" HIDE CONTItslUOUS MONOLITHIC 3000 PSI 0 tg 11: . ' p , = - • •4 . •4.1 . ..' •.i.: 0 d •;-:: • • t f v t „ , 4 -• 1 . < t , , t, . CONCRETE FOOTINGNITH (2) #5 sop5 CONTINUOUS , 4• ;. - 't 4 A. Rt. * 4 •d 4• :27 ,.,.4. IP -4.ro --. , *NT-,:, . 4,- • - b: • - 'SOIL , , . . • ..„• , ,.. 4 . ; ‘.., 14'-0". . .. • . . . . ..1., . 1 • 4I-4" A; ° 6'-2"1' - 4 , . , . . , , , • -,4- L-1 - 15 ARING CAPA rrr To BE AT LEAST 2500 PS , . . . . 1 .,_ a ,_ , - . a, t,EPRC51 ON• j'-f q: 4 • . - i . , . . . 01 i- BY A LISCENSED GEO-TEGHNICAL ENGINEER ,,,,i Fi . x 0 • ,. . . ... ., ‘. .. 4 'Z( BEFORE POURING FOOTING. . • 1 4 •1 1. •'I" . <ii • . •F4PR ELEVATOR----7--;1 ."' 4- . . • 4. < : •. .. 8 . • . — t 1 t 4 'I 1 . : t 1 0 •4 ' 4 '` * ,i ,. , . ' , - • ., ' . . : , 4. * - t 1 . i 1 • • _ • . - - • - . '.4 0 •'- 'VI; •, 4 . ,e4 .:i. 4 . _. 0 0 - • 1 ' ' ; st • .; •• • - ' •,A '. '' .' • . • ' I-•=4 1 •4 " . •.' 4 . .. " CONTRACTOR SHALL INSTALL EXPANSIONS JOINTS d ig .1) 1 1 ' • , 4• ' . 't. 0 .1.. - - 4 , .a - t .: IN SLAB AT EVERY- 144 4'. FT. OF AREA MAXIMUM 0 P 7 © i;. .-. 1 4•. <. .41 ' 41 "' . • ' '. - • - . - ' - i 'I < -- l' , 0 - i - !" . • "t 4 4 ...'4 . 4 . . ' ' z 4 - - - <,. - 0 I . ' • .• I . - •• : . :' .., 0 • 4' • . • •. . . - -7.- t .1 .•°4' . '• 4 A .* 4 .1 I, 0 ej,. g 0 4 I. • • . 4t . 1.,, , . ..o - , - 1 A •. . • t . = . , 0 0 . S(NI '' TIMBER PILE FOUNDATION DESIGN TO BE CONFIRMED $ 1 , + 4'- -a . .:4' . • .'. • . . .1 " ."--7'7 .. 7, .---.. 7, 7 777 -'-'-...‘ . ... .67 • t " .1 • 0 BY GEO-TECHNICAL SOIL REPORT PRIOR TO CONSTRUCTION N) // f- 4.._.,..;_i._.._...;,_—.. ....:.. ,.._;.. .,....— ...— • —, ....— -,— .ti:, ,4 t.' . . .,, 43\ ' ' ' ' . ' t ut \ . . \ \ 0 © a - • )1 1,. I : , . ... ,- . . . . , - <, • . .,.- .e. .,.: . - ..4 ' : .:' I: . I f , . I \ . • 4, I 1 - < • .r ,• 0 17 - V't"." I ',.„..., ' • -•'' ---4 - — • - ---- - - . , i I • • A • i . 't • e , 4 0 0 4 0 - EL, 0 1 .. . 4 .v. i i 1 1. -- : t i .. . .4 . . . ' CP -3- .f . _ Z() 0 0 I I , : 0 , i. t. t- .t • 1 .4 . •• . 4 ' 4 4 . • t'. I 0 -, • t t. 4 - I . • 0 .4, • - . • 4 04 i : : 1 1 • . 'P PI 1 . ‹ •J. • -f. / i I i , l• t. - : , , 4 • i '.4 0 - , I i f I I © 0 • : , ,., , , : . . ,f,,- . , , .r r--1 0 ; !.' . i f . 1 . , .i - .-! .,• • .0 0 i 0 f. .0 . I . ,. 4, ,:: 1 . .' ! .:>:..,;,,,,=.;-.ty,, .... d i 3 1 . t i . , . , . .. i i. , I . I t, • • • ''.:, ' 'f 44 ', ' ' ..e,,,,,,A4 . 1 f ,. -.,.., „,:::. ,, • r." - r,r.rrro, ,,!,- -,if Aff:'re,, 1 ' • . - 12'-6" 12'-10" 0,2'-0"/ ',..r.:-. I • , • T. .. i'• - i / / ;.• . -..:..,.:.„ -':: :=.- '.- - :--:!, 0 • I i , • t .• . t W-2" §. : •-•-::.-.-, L. i;:f, ,-,2.. • ., / 1 f 1 1 41-0.. - 61,-4" . F 2T-4" 1. t . i- ., ' t ' . 8°P ' :•Es.41■14:::4: ' ! '. .0 . 1 1 , f : 51'-10" k ,. i 1 / i —71 t l'' G i 1\1 r f 1 t 0,9 ; i i• , 1 .i. FOUNDATION PLAN 1 1 I 1 : , • • ' 0 ' 1-ri. '- t. 1 1 ? : i t • 1 i t t i SCALE 1/4" = 1' 0g0 '.. ."1:.1v.EVLI..1771. . ' 1 ' i( I 1 $. p # .- , 1 t. • :,. ,-,.. - 0 REVIEW ONLY . ; • . • I I i 1-. dre.e. .ew. e.ezeweeiriege. emme/Aw.mrx,r4 1 1 . r „,„,„„ ,„, , .../. .,,,„„„„ • .,„, • , 1 I r. E. c , ci.PROJECT No.D i! t . I t 1 i : 1 0 08-020 1 ,. , - I - k , , t 4 S 1 irea,/ism/ iwz.exe.=gwee.e.e ..ore ..a.m. . .I [ S : . f . • . , . .,, .ts:- .,. 1 .1 - , AP 2006 1 • 0 ill elms.9 0 „. : k 4 . -., . 0 . &ii t 1 , 3 0 1 i . f i 0 0 D DESIGNED EY a i . I . 0 , . . . . i • C.W.B. - P , • , ; i , t t • , . - f 1 t -.,„.,..e ..110(0111ZOWOfffeeZOMMfeLAMWee.fforMille i DRAWN BY , t . i f r 40-0 a . ..., ../.e, ., - 0 . t 1 I 1 t ts' 1,' 0 • : t k f -, -,,,, . L MAD. . • f.. :- P t ' ; C 1 / 1 . r 1.- t 1 . ; r, - -I „ • „ . 1 1 0 CHECKED BY. I 0 i t ?. ., i • .0 , C.W.E. P I , • . , 0 0 ,. . t 1 . . A...,, ,,,xaferega.c.zieedfarezearamwee.goda 1 . . I re•. 1 1 1 1 1 SHEET No. - . i• P I i • . .5. . t 0 I ' t f i ; , . I IR i 1 > I 1 P . : . : I REF. 51 AN t7 52 FOR STRUCTURAL REQUIREMENTS . f . . : • = • . p , : OF 0 . i p = 0 1 ; . . • -0 V , . . ../.,......,..../ ,.... 4,..J . . . . . ' 1 , ..1: 1 i :: f . ... r dr ../ • DO NOT SCALE THE DRAWINGS-DIMENSIONS SHOULD BE READ OR CALCULATED. ® i CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR SAME. I . 52'-4" .: .i: 1'11 .t . 521-4" 0 ANY DISCREPANCY S I "- e 'e " r e:-- -•'2'.".-="e ""' . =.- . -i -' • f i.• / / / • ....,-04,„ Ill-to" '. -r-cx 25.-2" : 1 2'.-Gi" 61-4" 2'-0" t 10'-2" /11-8"/ 41-0" 1'-10" 1-10" ...71.420 21-0" 61-4" 2'-0" AV / / / / / , . / / / / / / / / / / / = 11 N - 4 1431-0" I' sal at-2" . 31-e?" , 4.1211 cd,i. t , / / / . . / --: i- / - 1 : , 9 0 . t. ,. \ \ p i \ -t- 4 4 ..... . , 0)4. • I\ i / rt •' 0 t 1, f,%" 4,- a,. 4 . , .. - .. .,,.. ,. ... - .... ...... , „... _.,., I . ......,„-- ,- il ' :: / 1 ., .,t4 i 4 .? VIWP;t:z,zikl i ; \ \ \ 0 . . f •••. ,. .• ... 4 ‘10 -C3'"*I"==== "1:1111 • . . : 0,....- ---- c..) . . . .',-. . kr .1 . 0 e),-T . t i 9 . . 'C) '4v- '/j 1 1 i A7t. Pli 1 6 i lim-iiiiil 1111 ,15.-6.01IIIIIIIi s. ,.. t , ii.,: I . 4.. "til i . r \ -t-, - .9 ,4- ; = ! . . .„4 IIIIIIII jimmg o)fr . SCREENED' . I 1 1 , 9 y4r, , ' i I.i. . , ,. •I i. Z;C) t It....■ I I 1 . -,-,0 R.) / , I-. , •rfta -(,I . tI , I. Ii I Erga F'ORCH 1 1 i- 4.1 A N 0 A illgt ./al WOOD VEGKI,NG -9 1 I I I i i • 0 5J-11" T-10" 51-01" 2'-0" 6'-2" I • 0 0 4.1 , . Z - /./. 'A / 9 .A4t, 111111111111011111111D1111 111E1111 1111 . . 11,4 -c;* \ 'ft ".... 0 C..) . 12 X 12 P.T. POST .101\t■ , •, I ; 12" PILING 1 .: - 1 i -9 \ III , allkify ...V/Ar_ low.- V.7.2411tr..01".:1 . ICY (../.21-31 .7 ..•• ....:...11,___;_-1ETEimummossmi----- 19 ,-,- I \ \ am.....a......., • ! rm.' . , • f..............r....,7I,: 1,,, • I. g • il \ N X ' ..... i 7/ \ '6 . SEraRti...Vil OE Y:RE,41•/ -1. :-(? 110 OA 0 Ti ' ,,i,i-,1 17 %14),C<'145,,Otlin: ih . i i , . T- - . ";4- ' . ;- A : i ;1- V4111" VakilP. 1- R 6 'T , w , A 0 LU / sHc N STORAeE / , 41 MASTER 0 / -------"TOT---------sb '.-. I, t I ®-1 1 .f..:1 ,::,,//?, -gi .- ;0. -... . P . :w POROUS PAVERS ? i \ \ WHEW ArliMMITYliiklogritYNATC4 li.ii tu a .0 -f_,;1 ...sr(N .1.:c- iglil tl 15EDROONI i ' ii? iril rite R 4 - Gic.0" GL.G.:HGT. 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"*1- # ...i k 0'11.1 1 u ' 6-4 41-4" 61-0" .' tin r KIII1MWALOMMINIIHM IIW IT/111 17.1UN IIIJIIIIIKIA MilitilA CD ifuntrilm A:Y/4 \ \ ' g A iN C)I e0-0" GLG. f-IPT.7.s'r - - -- / •- :'''" Meilli il = ® iv • \_____1 41-2" 51-10" 51.150,, . 5cpy liNfi 0\ 9 11467.1 '''°,° . SI --l- ilt / / ' 0 "1" f . t. I 231?-10" ::: 2" iki -A) NI.0. .6 .to 1 ..!:;:vilvE.;0/ i() o , / 641;14137R 11# ;4- -0 # ,,4 \ _.- --;„. / . 1 ,f 1,711111M 1 /4,-e," arms - 12 oi - o :..I 4 0 I IM ! INV 1 ). ': pp, . MHO • 0 r • 'z, i-c 0 ill NNW r 0' , . Vomier 1 ,.., - A ••■■■••=s. T pi c11-0" GLG. HGTNO \ t9 . FOYE'n. 0) ! )' , • • /- / . •,./.4/•.J,-/ • ,It% 1 • 611 -4'-a" i i 61-2" W 6 I at-on . zQ 1 4r-ai 2'-8" -44 4'-6 9 01111111.111 i)SfoRAGE " t, p11111111H11 1 I C) \:,. / Ll.- '.? gam 0- - - -,' 1 - i 1, g) ai-o.',GLe GT / irs4 - .40 f- : • • ' t I 1 ---7------7----9 .i's 0 a MU% WM Z.) $0. ; .-)- 5: 0 Ili 1 lilt .A. 1 ° b ) ji•1 al 1 •---• ! KNEE ;1- ./ . wIllrialmm umillILI ii , iii,- i>ii. ,) . 1 ,. ,,,, SPAGE II , P' 0 L 4 1 0 5 , 6 ii., -1 -t- 1 5 ill1111-111ralaj Ai II -LAT :* i fl r-- 1 " 0 i f' ., , , 6 LI- , El 0 11111111Milliinil ' POI!' - 4 1 ITI-I 0 i R 4 S .0 Ili ) 1. 0 ..rill IIIIIIIIIV I I I 1 6-20.\ if•-• . -,,_ , (-•?) IL,.47 AIM IIII ,Entur'mrer)I, oci., 1g; afili - \ \. R @ "7-7/1640 -, 4 . i UP 15 R 0 I ' It I I I i .4 . 17.M.71/111IC1111111111F CI '-"-- tplir II . , 7; . , 1 Ed , Er---.E 3 X 25 P.T. POST I 4. 4(4 p 1111)P * 331111111111111 . , i ,, ., NINMIL . \4) 0 Mirpii:" 8 ', I C) () 1(:) 0 ©* I 0 0 tiros Lff MEW RI r AM'MU 11:21111117 /,-.Ai, b EL , , .,., fi C=1 1. 6 iIt-.7111g'fll-rfr-97111111[AMIrrec. ' p'77 I , , 5 _ \ \ ---Ns...1 , 1:1 , "6 r 141-2" = 41-0" i 3.-2" 5 3' 5.-4" 5.-4" f j, 2.-.3" j, 5.-4" , i 5.-4" j,,f...111 ..' "'""- 7....- \ c-.-mt/i 1 / / . , / .,. " / 41-.0" 41,-0" 31.-2"I , . 1111---11 I @ 0 . N, _._ _. ,_ , • • i 1 PORCH 1 11111 t, i ! ; 1 POROUS PAVI ' . A 4:, X 6 HOLL.01^1 POST ' t t ; 1 3 -, ; t 0 ift :(--1? I! ,- t V • • ' I 1A100D DECKING 0 .C1-7-VI-777 I .4 P°RCH • I II :100 1 1=I !5 C i)c=:I ii n i ik."1)((-'''\\ 0 . ti I 1'6 t K LW' f I ,-- : i3 i : Jae 11 . .... .,.. ..., ...._m____ ___!____ , ____ _ 0 0 , , _ \ • ) . . _ . 4? 51111111111111111 I I - 7- . : i 1 : r I 1> Z? I % 1 IIMIMIIB 1 , . . \ \ ---: ..D - . C. 0 ' 1$ 1 @ . • 0 ° \ --\\ 4. • • l'. „ ., N Ho , 0 04 • , . . 1 41-0". 61-2,, 61..e,0 61..ep.. 21,-411 0 t ' 1 / / / / / / , t . , 5'-4" 61-4" . .. t- 25?-10" . 2'-0" 41-0"T 5...e,,.. GI1-2" 6'-4" - 25'-10" 21-0" 0 Mt 1 Rgl 0 - 0 / / / / / 0 o -§ 521-4" , . " . t 11-4" 521-4" M ; ll= 0 / ' .. i ' ,- 1 / / . ), / 1 (SARAOE FLOOR PLAN t i '.- SQUAI‘E FOOTA6E DATA i 0 J,PF:7ANTE1,0 n 1 ,,- I : . 1.. FIRST FLOOR PLAN 1 1 1 : ). , f ; ?; f f rtf 0 . : „ v SCALE 1/4" = I' ' t FIRST FLOOR HEATED -.-- G176 SO FT • . , 5CALE 1/4" = I' ' r[gl 1 0 . . . 521-4" f SECOND FLOOR HEATED --- 41155 SOFT , , n / . . / „ , TOTAL HEATED-,..- 1;151 SO FT ,.. 101-2" 11-8" 41-01 1" 5-0" . . 231-2" .- I .,21-0" , ; 61-4" 21,-0" 1 .0 1 il i / / / , / . . 4- § / / 1- CONTRACTOR SHALL PROVIDE BRANSON DESIGN• •° J 0 0 . 54-6" 41-6" II-10" T-10" . . ...ii..6,0 ., , / I / / ,.. II / i FRONT covERer, PORCH ..•••••• 42 SO FT SHOP DRAWINGS OF T.il SYSTEM FOR 0 SCREENED PORCHES ..”•••.. 554 50 FT t PREVIEW PRIOR TO INSTALLATION.... 1 0 g I i = 0 , 1 JUL, . _ \ _! i , .i- • • • AIRAaE PORCH --- 42 SO FT : , c) ; I 1 .6 GARAGE FOR AREA ".•••••••••• 772 SO OT 166. elk .--. "Ik fr i ©011 ;. . gl iNi , r N., A GARAGE 4 STORAGE ••••••• 1,063 50 Fy \ , 0,.........v........................................... la • -------- a- 1:-Ermar. mica • . TOTAL UNDER ROOF 3,q04 SO FT I 11=111111111111111111111111L 0° t 3/ ,, 1-1111111111111 5'761" 11111111111. ', e'' 2" T.' i„- 0 - 0 if) , I DECKS --- 122 $0 FT t - . 1 I , # . 0 \ .&..1111 -PECK 1 . . : i ecReeter? b i I :.:1- FOOTPRINT ---- 1,2618 SO-FT ti I 4*isil 0 i ° 1 .:9 , 00 . ; 4,47,4.. , F'ORGH 1 1 i- , I AREA OF LOT --- <1,8E38 SO FT A IlL P/ 1111111111116 0 = Cl' i NOOD PECKING 1 ,- 9 1^10012 DECKING I i 1 1 1 ' a / "st 0 ' 4'-0" 21-10" PIN 101-4" 5...20 5' 0" ' 5....2,, t•-, , . • • -,ROD SYSTEM LOCATION tl v -'' CiA,.111111111118111101111111 11111111 INE11111111' I . 0 61 aillrl I I 1 py _ ,,,,,, = . , g...int r -VIM 41111.7M-7 ilLiff alIK.77 4.1111111011111,K7.21 0 irff AT , i ■ . 0 _I ii = li) i r rNIAT;11- - i i •111■1111113111111 \ rr 4111 ("),„ ti? / , --, ,, , -th , I IMI MI , . ;4- I 1 'l g I ,.. , , . , 3 . k /, r_;1-1-ki, ,' 71 vr:; IF;___ II; :isfAAPI66 la 11111111 I 1 0 i C) 0, OFFICE E . () I -() .7' I ilkilaiwivil_ IIM 4O ifilliLi 1_ I IL I--: Q, iil \ \ -41 < I; ei \ Fr / -,7 ' .e..7 ,i, •,,, , ; ; • I , --,427 III 41111.-..-1■11•' C.r111711111 A i,..a..TRAHr C1,6; do 00 I(21 zsi 1 T T ■ ' 11 11 , V- 144 0 ' * . • 0 ' Z? 0 lui kl, tp) 0 I di CV 7 i e 6/ I ( \\ 1 , A et--,0 I 6 \ I 1.1 / _... I \ \ 9 - -----____-, I ORQ , 0 IIIIIIIIimilli o1/4,-,,,, sik, o„--i. IllflanillY-4 00 i (fi 4)00 I I-- = q- f, N 1 IT 1 4' 4.* . ,'. co 15.' 1)2 fil (1 to 1 0, 0 i) 't t 0.11161P Aiiiiii 11 0 Att Ill .. 5'-'&11 1 t't; 1 -1J/0 1 II01-2" is-Y 41V. , t z? "iv 111111Wa li 21-, " • 1 h ; ifl , ;4. , c'')3 1 c, , 0 . `4;.. Ovaitss6's 4:r/ ir r SHO 31•1111/110 \-;;:' 1 0 1 1 / 11 1 - 1 , - ‘ p \ Pl 461.. 1. 0 . rm.., in,r4 t F. .'; \ , 0 , REVIEW ONLY -/4 • 44 fa/ i (,....7,11 /0 I / - -`- - 7- - - -I 0 ' I' "V 1,--1 ,.„, ,, . I i „ il..,::::0 _ I :t , / 0 4 r.:7 Naftali \LI FMILIMMUill'ir JII ) /C) 1 J '1. 11110, 41071,11/1. Alinnlarrn kVA 71111,WAV I,. I . lo i id ri 1 ., ._-',.. \ . .e , / _ / . . .7-1- al 10I-0" / " 3s-5" : 4' 6" 1! ,1 41-4" I 31-8" 21-8" _ = 5'44" GI' 10" - / -6 I --1 = = 9 y f / /-- - illbrillilb\.. .....p........... ■ \ ..... °PROJECT NO.° , \--- BATH 4-.N. ; / 1 0 ' '`it (Ni 1 C I 1 I i AT ROOM 7Z- -i- -ILIEL- - - ! V ULTED C.L .G 1 t-L- . 5 ' • it, WIZAMMIIII i -0 "111 _=.• I. I I . )6.4 ,/ . V \ - r,o. .,, 0 A P I-ii°©11 0.:7:2T E:,:©2 0 0 @ Ei ;cli irr4 1 I -th ! ' 0 , 0 17 AI iA - -...' - - _ atezessze mu wzararol . V it- ;: IriK.trztumati ''' L • i Ey trit lammirr-,,_,,,,„' o - - - - - 1) ' .' ,7. I I 1 , / \ fp.-0., 3 , 6 1....e,II id , 51,_--111 -71-&11 _ I Q .7 fe, / l. 1 :.5C.5" j, 2'-10"14 I, . i-c/ IllitaMMIIIIM/ JAVIIIMMIMIT/ J.I///AI Anal ( 0 1 - 11- 0 INFO. if' fi PANTRY 1 I I' 4:. I f )1 1 o\ I L ____I , I. . 1 F - • .DESIGNED BY° C.M.13. • 0 „ . , .# L J • I 0 5 'AIIIIIIIIIIIIIIIIIIIIIIII o 0 , 01,11 I ,A.,''' S DESK / i 1 Ci ,;A: .0 , \Li/ _ NI _ !t- I I Q I , ,,,,, t 1 ( b mIllIZIEIJ a ME" - ,(1,1- iti, $ II) () iii, , 1 . \ -----1 P -4 1 -11 Tr ° DRAWN BY° to .--.:,_ PI t'it (i) r Aniutirmiyi L.:3, n, _.c..„1„1-:,..,,,, 17.1411MIWI LT7 AllIMEtariffir,I=67•••••••••101 /...2,1■10111,41.1 -fie . tr. I - , .. , \ \Zi \Zi) i t 1- I - I 0 0 RIB. o 0 . )11 A 1.................1 .111 IIA_;1 I._III I , .. , I -- I \ \ \ _____, , -, - t- - N,-\ -I,T 9./ 1> , , I I , f 1 . ,; I I I 1■11■01111111•11•■•••■•■■ a CHEcKED BY. 0 2`-4" 41-01" 21-4" ,` 1 l'- '1 51-2" 101--3" . 41-5" 1- I , / ,/\,,,, CoVe.E. / / / / r t 1 / / 1 7-----/ . . L , , -i 1 1 IzZOOF PLAN o . &,,,, o,..., ....- ,,......A 14.-2" I 10.-4" - 2W-10" 2'-0" ' . / / ; I . I : / / I' I • I SCALE 1/4" = 11 'i /my / . . I , 1_ I 52'-4" ' : I: , , / I I 0 SHEET NO. 0 I I 1 ;:. : •i; I ; I 0 0 ., -,. „ , 1 0 , : I• • , . , I\ .. .1 SECOND FLOOR PLAN REF. 51 ANI7 52 FOR STRUCTURAL REOUIREMENTS 0 12 SCALE 1/4" = 11 i 1 . 1 OF 7 ..., -......, ..,- ,.../.. . , i , :0, � t • ..■. ����■��...�.. � f t S I R �,� = t' /iaaaaaiaei///i / �r/ aii a0/jiiid/miai/iii II AID u ## � . `!Ui t c� DO NOT SCALE THE DRAWINGS-DIMENSIONS SHOULD BE READ OR CALCULATED. I � A L a . , i A s t .!I� F y § t:I CONTRACTOR SHALLVERIFSCCONDITIONSANDDII+ETtSIONSANDBERESPONSIBLEFORSAiYtE. � � g� r � ,I° �} :' a s IPt ANY DISCREPANCY SHALL BE REPORTED TO THE DESIGNER PRIOR TO PROCEEDING WITH WORK . , i "" , {�� I i J '; �� � € ►1 �f . . 3 I a ill : , II.z . ' 12 € 1 . . BUILDING HOT. . _ . a 6 x �r € III ll Ib' _ /I�� 1 , ,0..I °�'�= ', , - MET ROOFING A5 SPEC. mq .,. . m , Ai . 1� 1 Asa, 11 _ Ii2 I 3.5 4: -'.'< 4,fmom- x , '. t DORMER RAFTER'BE Ne- .. I -•• _.�_ arm/a/ a��vir%e i.' cri ra/uai�d ,�/{,N----- 6 1 hi I o I 611011-� r"r� � �i rI'I�' i�iii�i�i /� a% /r�i�,I I . �""�� 11 ' • RAFTER BEARING Iyl/ii /�I�' ,11 \�-� 0 Y.�- RAFTER BEARING (,���. iVl lkll) 1 IL�I�Iv{■ICI ! 'i V _ i •\� �> �'I _ _ _ 2ND F)*.. GLCa. HGT 2ND FL. GLG. 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BATTON SIDING li leffi airlitiifli�i_r1i ii-11101 1i�ir1i%ii�litiilliliiliti-inilii�itij SECOND FINISH FL. ______. __ ■fir ■lfirr �r ■1iritrir ■lirrirriir ■1ir ■lir ■1 �r ■lirri = ♦ _ - - -- _�� -�Mill �_ ��.- �� r � � �� r- --. � - � _ 6 1 s���..c� vow■..-�:a■::.:��.av��z:..o�.::■�.c ■ " ii 11AC i �i i �i i >a 11 Iiiri V.iri �iri WI ill *irk tir1l1.ir�l10.1 i 1 ' > SIDING r_I--.r-1 r_I r-1 �_I 1 1 1 -- 1 -' Irr�iyr �i�irl��irlir!!i�i1�1®!+i1,1�r�!I�Irr�i,�ii�r�- rr�irrr���lrr��y_rir�� r _ _ _ �F 0 �!��'I' �!,`Ito'irmimiilris illiNiif�i1ir_i■i)r_i■i_r_i■_ _ __ i_r_ ___l r 1ST FL. CEILING HGT. /I�'I 1ST FL. CEILING HGT. -904444r#O $4iNi ►�'+OI�'W00�' t IV IOloO.4104 • to >. �I f I I I i�Airi aiir�r�italll�irrily�r���`�I�il11irr�1�111-0 •ME-114il1iii ital001 rMir1� g �i I I ! I i►IOOO OlooOi II000I000I0000t IV !t$*? k1 010i It:I. 4*�. 4 I I.IOI 1 ` fr ►� OO�I a WINOW HGT. � �� i► iVii, IO00i m WINOHT. �ti�ej�i!�►�`�• �iE i .0.1 00 dl .I �Ii; �I'Oi�i1! �1 ►I O�tjll��► i�� �0►I I g��r�I,I►��ih � I0;!� i �I I �,,l ECT OI „� - ■ ■ Ilrr�i; f rr111i��i: i1��i�iri��>r�!��li•1�!V _ 1�i....".4 4I, i1 1114,i.-14:16,1.11.110,:141;$1.45,44 0OP ∎0000 5GREEN�� ti , 8 IialWE■_sni■ ■1!BMRh ■um!o■■■■ai�ii�iitamiN _�■irNodirai�ii■•a■wo.�■.1; O ,� / ► I ►'I Oi ► I OI O O I I = _I e5 HOLLOW >/ slay,,N„y-1,P ail ��►I IOOOIOOOIOOOI ° f 0 ir = I I I I I %'`8" H LLOW r - r r - rii rii rii rii rii iiri girl ir i• p ARCHITECTURAL COL. ■ I�►00i��i j�It'II Iif 11 ►0�►� 'i ��i�I %►��I ��O�IO�OOIOOOOI��i ■ .!!_ . , ,,. i _i i_i��1_�r�i--r _r --r --r�i �, r��,, Ii ni -► 0A..6 Iw��!ow.... .AAti T Ir ARG ,ITEGTURAL COL. r■_idili■-idrl■-idrl■-idrl■-idrl■_id_I■-_a_1■-_d_1■__ �� ■ i i ti ti ti ti �ir�i�ir�i�il r- ��" '�1�1�1i'i�►Rr�►iii�Ilii f!€%i1�111N%i�►i{i"%`0i�1`f � i1 ►1��,%i►f�!%i�,�t%;Ii► ►r��,� I-- _ _ t_ _ — i�_i_i�__r_i__i_i__r_i__r_i_ i_� I _ I ,,/ 11 _ _ I( - i :1 i i1 ■i u1 i r it r it r it r i /'► 1�1►�!li�f►trifj%1►tp yi�it/�lil,.., i/►;tj%i., IiiiI '4 )0t%4)0'�4 10) '.∎ G rilJii�r ri�l_■Ir�_�ir�_■Ir�_ri�_r�-�__i'� _ , . , , Il ►d,Il► ►t►I►t •., �i o I1 1I - - - - - 0: /F0;1;1;.ri 4, f%;i�; ►,i►•t,,�.1►►1.,,.', ir„ 014E4r►41�1414101►41►!► of►, '�■1 tiro i rp iir� t liifr�l�matir rl ,�► i 1 ; . ,►� ► Of i►rl ,►,�,�f .►i t ►! ►,Ii f►1► '■■ - 1 1 - 1 ■■� r �>r r �■� r n 11 N/01/1,1000,1,I%�,�,� i1,/ilIli4,%,tilt,/4101( ►1�it,D,110.101/100 1 p� 0/11 I 1 II I 1 I I__�roirr■�irrr I�d�1■-����_ .1!�1■_����_�d��_.1.rt�1._�d�1■__�_� _d_1■ _d_l■ -( - - - ►I,I►► ;1 1. 1141.11,.- l,tt�,i 1. . ► i ilk► .%//t• ,�I. `.1 .f0' -. ■1 ■ - r- 11 i 11 i 11 i 11 i 11 i /1►. _4 P4 1>�f fit;,.11.4,1 f, 11►r.t.1►1►�t;;i►f►.f tt.—1,refi/—Ef��It 1%,I f► i�'I�►►'— %�l �� 8 y ti ii_r�i�ir�fi_i_il�i■iif��l■iriliiiiili�ii_i■_r_i■-i_��_r_i�_�-i�_) 1 • t.!►•. •f•, ,►,� i 4.1 f.1.414 1., ,.f t f,. /t ,I, ►t,I►t I,R fl �i . 1 1_1 1- 11 -- - - - - -- - - - - - �- FIRST FINISH FL. - �1►.e.�►r„t�L�s►..�l�•_il _n fe_�I►.ie._��e.>=1�t�� ►�►.t. t.,1,_1►.re..1,�►a�t.1,_►��►.I. 1.,1_1►H F ■ I - r it 11 it r it r it 11 it it r ii r it r it r it ■1 it r it r ■ f -- _=-_- _- --_--_--_-- -_ _--_--__-- _FIT FINIS L. _ �r�--� �__i- --�-�--i�_- -- - -r� -�>� - -� � -- --- -- - - - --- - - - -- -- -- -- - --- - --- - i 0i•'�c ' 'd-1 ■ / /jflJI1-11 —•ir■ii iiioii■iai�ii■riJ�■l�i�i■viii■I■liiri■iii�ii■isiiii■riJi■riiitr■riiiii■iiir■ d i _ -I1 a ; 111 I 1 plimal■maim ■mama melarmiI�I■■Imallta ImI�I' -' 1 • GARAGE FL. GELLING HGT. 1 ■ I;1 GARAGE FL. CEILING HGT. I I , 0 A■1 ®i/ 1 .cam / ■ ■ > *. ff //., oar/ die �. - a.. WINDOW HGT. o \ � ■�to %111 / -� ■ ■ �� ri, ` aiiooaiaai���oa�aeii�a�� i WINDOW HGT. 1111 • ■ ,�' • ' . .; , • 1 -- T 1111 ii. . : rg 0. it , '' ■ i 1X4 LATTICE o all i. 1 4- I.; . -. ! 0 §:.19 I ,, . - ill r-,--;(9( ° •_ F: Y. ■ 8 Ii GARAGE FINISH FL. t, :. ARAGE FINISH FL,. _ 1 Ali `� 8 8 P.T. POST 8 X 8 HOLLOW POST 8 X 8 P.T. POST FINISHED GRACE WOODEN STEPS TO GRADE 8 X 8 HOLLOW f?OST p 0 . ' FRONT EL 1�,�+TiON �i�I•IT„ELEVATION•# f SCALE i!4” I' SGAL I/4” i' . . © � . 1 0 2 § . ,....,...„tie. R-30.5,6 HANDRAILS & R-312 GUARDRAIL% . & y n-(9 I . „. . , �► # r # s c a s► habitable roorl s �R S v AL tir iareQ # # 431 roulr eapanated all #toll MOM 4"i38" handrails. .- - �Y ,-c. o _ , - f� _ T® ~ a a a EMERGENCY ► r� OPENINGS >� oreh tba#conIes, ramp el den mare , lE� than t iI#z,#3 X 14-� SECT. a pr equivaloK i an 30"l above v rid r Ir " r 1k i r st €gin# ormItte #a,4" # : ::: ::°::r: ALL MINIMUM RESCUE ..0 © ,....,, V - 1 SHALL HAVE A MI IM NET CLEAR OPENING O 1. 27 I f c e for felt wall I t 3 cp pppqpg,�} yin EXCEPT GRADE pp FLOOR OPENINGS ®p�{ @p (��,\j F3 . . I F 2.. 4356 PlkiC 9 tt LOOR H ALL ,�/( °(V 1 1,. ' and Inches for `I feet Il hri v r ,� MINIMUM NET CLEAR I . , I, Studs t each ends 12 1 71.1 Q 4 1 , ;` �j � 12 3,5 12 '� 0 1 I 11 1 n N i� • �> k II - METAL ROOFING AS SPEC. , 011 METAL: ROOFING AS SPEG, -.�� I/ ' �I/ I, 12 ,��) Iii 3.5 .i.-...„.....,..:-..,1,-- ,, RAFTER BEARING =; =RING 3S I I/ i ..!1,111►,_ - - I�I�' �i�l,�' . .HGT -���� \.\.\1\ *-1∎•" 4 --1 I I`�irwrA/—I f I 1 1-1-1-1-1-1-1-- -I�— — ----W 1.1.1r11t�-`11� '°I �-I I I I I I' !'"r< i`�\���I \�\�\�\�\�\�'I I"- I I"�" I I I I I ! I I I I""'-I I "-I—I I I ► Q WINDOW HGT. ��� —���I'r� v ��—► 1'`i�-�� yr •� v� n— �� e� •r v� Ai p 0 �s►lw�!el.►� �4/ Ii��IwA�'I•iAIw� .!`'�Ot��'t�OI�'�Ot���OI�'1 ��■�r■ I , L1 ■ 1JI1F ` I I 7 �1 1 I 1 ■ �I■ 1 �. 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I N 1 ■■' ■ ■ ■8 HOLLOW IOOOOt'00o pl∎4 f _ k.- --------14'1 I i�--�- --a,�------ -�,► Ot 8 HOLLOW ►01 X00 1 _ — 14 0 of of of o� ►�� ,II ►t-•-------;. ------,� ` ►/�1 _- 1 �. ■■ 1 1 � 1 ,oi 1 � ■ � ■� ° � ,` ' - ARCHITECTURAL COL. j001 �OO�000o�000� 11�' ►� ►�j►ill 1pO�rl�Iifl►l�'j��IOjii�"I t'1►,i �Ol�:j�011,1►���I�ij��l;i�i►t 1 ARCHITECTURAL GOL.�--y pl�j _ �J i • 8" HOLLOW - �- ... ta�At 4 �,�Oi NO�,�OIO�,��I!�li� � �i!I;IO�,�Oldilli �a!OL►O�►L!Ili� �Ijn�A�IO���li1!�w���!�w ii1E� 1 1 a ■ Iw ►�1 1 1 ■ ■I ARCHITECTURAL COL. FN �ti4, co i- -►'` / 6''� .► '�i 1 %�.ic�. �.�Ii6/,. . .1►.i1'` v��.,p i I/►IIR�I F i/►"�a`�/t ti•�'1�'►�'�'►P4 iR�'►I� III % 1141► ►O` I C ►i`1G pipr�%f rol/ivl ►t1.i0 ,1; ,11,,14 .1i►1�►%I►, '%'i t. �� �►I I ► ►�II►►t;/,f►i f1%►111 t 1 I 1 11111 I-I I ! 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L , .q k 4. -91/49 .... \ A* :‘, '‘,1 300 COMMERCIAL COURT, S UTTE A, S AVANNAH,GEORGIA 31406 0 912-356-0190 k 4. „,..,,,„.„..„.„ L ,,,,,,,, s L „„, , ..,..,. .„,,,„ s . ...., ,,..L ,, ,s, , ,....,,,,,„< .L .,....„ s.„.\\,.. c, „„.,, ,,....... „,.,,,,,„.„,\,........„...„..„..w.„.,...„ ,. ,. . „......,,,......*„. , 0,00:: 7-1: 11110C:" 1 1 DO NOT SCALE THE DRAWINGS-DIMENSIONS SHOULD BE READ OR CALCULATED. 0 CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR SAME. - I ANY DISCREPANCY SHALL BE REPORTED TO THE DESIGNER.PRIOR TO PROCEEDING WITH WORK. 0 01 pc` 15/52" HOOD SHEATHING ;A 2,k,oz ; NOTE; ALL HARDWARE TO BE STAINLESS STEEL 1 0 t OR GALVANIZED TO MIN. OF i.e? OZ./5Q. FT. ZINC. 0 0 FIBERGLASS ASPHALT ROOF SHINGLES AS GPec, f - REF. 51 AND S2 FOR. EXTERIOR f-..;,1.11r..-1 0111.>;Ele, 00.000_ , _ SHEATHING NAILING PATTERNS ,,m #I5 ASPH. FELT ROOFING FELT *el . 0„.0. CONTRACTOR SHALL PROVIDE BRANSON DESIGN SHOP DRAWINGS OF TJI SYSTefri FOR I PREVIEW PRIOR TO INSTALLATION-. 12 .7.0; 0 4 g 2 RAFTERS 0 16" 0.C. REF. A/51 FOR EXTERIOR SHEATHING .1400-7.0300? A 0 NAILING PATTERN TOP PLATE SHEATHING MUST EXTENT FROM Wei 'Pi% _ , .,„ 0 c. 0 a; 0 BOTTOM OF LONER 511-L PLATE TO TOP OF UPPER SILL PLATE 2.7.7a111.. 2X8 JOISTS 0 16" O.G. lti/R-55 FIBERGLASS 00 41111000. BATT INSULATI0ii BETPsiEB c' 4„szy5,3 0 A,40 4•11 0,, •4:1) F .1.7,,,i3$)j:44 ' u a GALV. METAL CAVE DRIP I HURRICANE CLIP 0 BA. FtAFT=- AU Insulations must • comply with The Georgia (SIMPSON HIO OR EQUAL) • 0 0 0 g State Energy Code I.1:el. t 1/2" GYPSVNI BD.; „ 3 Edition A 0 % and State of Georgia so! # `1) 1 ,7" le Amendretento Z 2X6-STUD WALL 0 16" O.G. col 0 0 W/ R-I5 FIBERGLASS • 5 BATT INSULATION BETWEEN --/ b 0 8 ,‘,4 d 5/&" EMBEDDED- SIMPSON STRONG-TIE ROD SYSTEM 5/4" T $ 6 PLY SUE3 FLOOR 4E3" 0.C. CONTJ FROM PARALLAM SEAM TO TOP GLUED $ NAILED 1 t y CO;) PLATE. INSTALLED ASP MANF. SPECIFICATIONS 2x6 PURI-INS (REF C/SQ 0 Si* 0 N (7 ,1"1 . 0 0 (I PURLIN 0 MIDPOINT 4 ALL OSB SPLICES) P.T. 2x6 SOLE PLATE, 2X STUI7 WALL @ 16" FRAMING % (ALL EXTERIOR HALLS) ..• Srvi I Z r;ESRI F:71 0\ 0 g 0e' - 7. ' "rtVEK" MOISTURE BARRIER , ' DOUBLE HUNG HINVOIA1 ,A7.44 A " X 5s-O" SIDING Itire 410 5'-0" X 2'-0" ARC.HED TRANSOM - SEE ELEVATION 11■1■11._ FIRST FINISHED FLOOR 4'-0" X l'-4" TRANSOM '7=6, WINDOWS, DOORS AND SKY liGHTS THIN 2"-a." X 5'-0" DOUBLE HUNG kilt.00ki ig gin) 2X2 CONTINUOUS SSW 10099 TABLES 602A1,602A2,602A3 SECT,604 = E 31-0" X I'-4" TRANSOM 0 vv PIC SECT. D602 AND STD 1042 SECT,30-. AND IDC 301. . .2 THE LENGTH OF SHE4FIWALLNFFOkp = F 31-0" X 5t-0" DOUBLE HUNG HINDOIN ix° CONTINUOUS musT BE DETERMINEO BY THE HOME I 7— WINDOWS;GLASS DOORS AND SKYLIGHT4 SHALL FIE THIN 2'-5" X 5'-0"GTj DOUE3LE HUNG ININDOIA11^1/ 56" ARCHED TRANSOM - SEE ELEVATION DESIGNER. MINIMUM T:HICKNSS APPROM AND INSTALLED TO COMM WITH H 3'-0" X 31-0" (SHEATHING IA ROOF DECKINp) POSITIVE AND NEGATIVE PRENUREA CASEMENT HIND01^1 0 15132 INCHES. THIN 21-4" X 5'-0" DOUBLE HUNG WINDOW = pea.„-com K 21-8" X 14-4" TRANSOM g piw 15/52" 05E3 SHEATHING 16" T.;.1.1. FLOOR JOISITS A5 SPECIFIED t SEE DETAIL SHEET 51 tutu BY GENERAL CONTRACTOR 1^t/R-58 t FOR NAILING PATTERN FIBERGLASS BATT INSULATION BETWEEN liesto I t ::00000°L, O:= fo .11$0// llg 111 00 rev 1/2" GYPSUM BO., 2X6 STUD NALL 0 16" 0.C. 0 ? IN/ R-15 FIBERGLASS I 1 BATT INSULATION BETWEEN .4. t 4 41: f z - t • vie 1 - -t? I ir 2x6 PURLINS ,0001 cd,7 ; ,,nz (I PURLIN 0 MIDPOINT 5/e?" EMBEDDED- 'SIMPSON STRONG-TIE ROD SYSTEM1 4 ALL OS B SPLICES) •••ex7p.,-11 0 48" O.G. aoNT.!FROM PARALLAM SEAM TO TOP ) R PLATE. INSTALLED AS PER MANF. ePEGIFIGATION5 0 , 4 ° 10 5/4" T 4 PLY SUB FLOOR 1 (REF C/51); ouzo NAILED 2X6 STUD NAL L @ 16" O.G. FRAMING (ALL EXTERIOR HALLS) solp OS g SIZE 1:7 E S R I FT I ON P.T. 2x6 SOLE PLATE © g I "TYVEK" MOISTURE BARRIER I 5'-0" X '7'-0" X 1-5/4" ENTRY DOOR - SEE ELEVATION / 0 SIDING al 0 t; 2'-8" X -7 1-0" X 1-5/4" FRENCH DOOR 2 0 E 5 5'-0" X 11-0" X 1-5/4" FRENCH DOORS - 1 FIXED, 1 OPERABLE 0 REF. A/5I FOR EXTERIOR SHEATHING • 4 4 51-0" X l'-0" X 1-5/4" FRENCH DOOR NAILING PATTERN 0 BOTTOM PLATE FIRST FINISHED FLOOR 'F I '-O" X 6 -& X 1-5/8" 6-PANEL MOLDED "COLONIST" 'Ye h4, 0 _ -3 2X2 CONTINUOUS 6 II-6" X 61-S" X I-5/8" 6-PANEL MOLDED "COLONIST" f:--1Z 00 2'-4" X 61-8" X l- / 6-PANEL MOLDED "COLONIST" !XI° CONTINUOUS ! t 2'-& X b'-& X 1-5/8" 6-PANEL MOLDED "COLONIST II r 10 2'-8." X 6'-8" X 1-5/8" 6-PANEL MOLDED "COLONIST" - POCKET DOOR IC) II-8" X 6.'-a." X I-5/8" -PANEL MOLDED "COLONIST" 0 5/£3" CARRIAGE BOLT _ 2 PER PILING iiv - . • IBC 2-3C,'. R360.2 - SEPARATION REQUIRED. I I 2`-4" X 5'-6" X I" TEMPERED CLASS SHONER SWING DOOR mewir ".e. /eA :to,/ / Agy, 0- ! S orikt"tuNr- Gomm Wang mos)beneath hobitoble r .,tras ‘STE/it 16" T.:11. FLOOR JOISITS AS SPECIFIED It 12 '-2" X 61-8" CASED OPENI NO 0 Fl Q BY GENERAL CONTF2ACTOR N/R-56 81411 be oeporatod from ell habitable MOS above 5-1/2" x16" FIBEROLASS BATT 1 SULATIoN BETWEEN by not ins thon 5/8-tnoh Type X gypsum board 15 2'-at. X 6.-8" SCREENED POOR, PARALLAM BEAM or equivalent. 1154 5 I-0" X 61-ail x 1-5/4" 3>: ENTRY DOOR - SEE ELEVATION i 14 ( , tr;i1--0" X -7'-0" CARRAI OE STYLE GARAGE DOORS - SEE ELEVATION \ ,r6P GINS. 16 2 -& ' X '-8" X 1-5/4" 6-PANEL METAL DOOR - IAIEATHERSTRIP 4 THRESHOLD \ L.A./4 ‘,\O 12" PILING z 1.7 0 1 . * 2'-O" X 5'-6" X I" TEMF'ERED GLASS SHONER 5frsil NO DOOR , wo.eoz. ee ile. /z4 4 I 18 5'-0" X 6'-a" X I-5/a" 6-PANEL MOLDED "COLONIST" - 151FOLD DOOR REVIEW ONLY g • A. 1.e '`1 5'-0" X 6t-E3" CASED OF'EN I NC C4 a PROJECT No tk,'s giouSE te LOCATED ilkt VE- 13 Tie IS VELOCITY nooD ZOM 20 4 " X bl-a." CASED OPEN I NO 0 00-020 Fennedian End suppling endure must bo dosignall IX4 LATTICE i cereze/X,00'," „ialWree:/ZiZeedrffleil&WaX(Ifdelej Pfsos la cl Georgie Ellgiinar or Architcot. reo /.7 .0.07 tz4 uslis fequircd arid tti3 elovution stioum °DATE. 0° NOTE: DEPTH OF FILING TO 43E DETERMINED Sr GEO-TECHNICAL SOIL REPO-T 0E3TAINED tb!TIM supporting floor mentor. 0 APRIL 25, 2000 6ENERAL CONTRACTOR 6 t MS IS A AEQUIREMENT OF FE1A 0 zeia mew roxe,wee,No.rearm,ra r .eArie JAW .e/ 0 = d DESIGNED BY. - l' INKSM" POROUS itCONCRETF PAVERS &NO,/& gefilriegWieeer ,X /.ate a DRAWN BY. FINISHED GRADE 1 • NO UTILITIES(CONDUT ROWIEK; PIPNG1 0 // V \/* /AVVYV DU C S, ELECTRICAL, OUTLETS/PANELS • / /\`i:> " ETC.) ARE ALLOWED IN BREAKAWAY WALLS /.7 ‹-\ \ \ a CHECKED BY. 0 /1 .0,..m..4 .07,fearafeexes/zegaraoda 1 . SHEET No. A 'TYPICAL MALL SECTION 1101/ SCALE: I"=I'-0" • REF. 51 AND 52 FOR STRUCTURAL REQUIREMENTS OF .ge".0:1 "zetedX.fe...Mree0/ I'', . , I 1 1" , I t I i , ,. I . • , , 1 1 ,. . • _ . . . . , . , . . . . • • t . , : i ® a DO NOT SCALE THE DRAWINGS-DIMENSIONS SHOULD BE READ OR CALCULATED. ' I ., i . CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR SAME. 1 t . .,, t. t • 1-2 _ ANY DISCREPANCY SHALL BE REPORTED TO THE DESIGNER PRIOR TO PROCEEDING WITH WORK, i I i 1% , - k • 1 . 0 ,,.. 411 q 1 I . . ., 1 i .,, _, _ , „:„..: .7- -- -,,,----,-*,--. I • t - . ,,, ,, t . I 1::= ''''' K 1 I . I . : ''. Z_,'-,s.'' -7,..!--1--5'.'.'•'.•-c„'i,V., -',-,-3.,._;.t-„,,:•:,. ...,_-- ._ ..,,,_ I I i ,, ..•... t I t I i . 12 i - i :t; . „ --,,:•-_,,s{-.-is.c..--., t i i . , .. . . .: - - ---- ,,,--, III---;-% -;-,40.1 „.--- . 0 --,z4,.„ s,•-zi).gt. .5.a4 -, .' t I 6 -, - ., • • , . 1 '0-La-A 5.0:Tc';:-?-•;';'; 1_,',g,:r'',4e,-. ... . . ..U-;,-,-,::-:*. ---:,,-'.:,=--...., ,,,r•.;,-- -,,,:-,-,7,-1_-_!-,--i.., --q•:=-,M i 12 , i . t RAW/ ' "/// 7'2"' .7 ', AV//7. 5.51 gollv • . t i ffiro, A kili, , . 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WOOD LOUVER,ANGLE 45° o . ./..... .4 , 1 i I: . . 1, 1 1': .lid ____ 1 0, e. ... , „ . I . . . i F • .. t 1 f Ill • . ,q,.. 0 -,-,,,i ! , . • . AT GATES PROVED GALV. METAL 0/ , p i I. 1. ; 1 1 1414 -- I 1 ; , § , : * . 1 iii . I HINGES W/ METAL X.-BRACING ON BACK . 0 I ' 't- „•e , 0 AL 1 4 . ':04':- 0' 0 • I ' : I il N 0, fi • SIDE OF GATE. . N! I . . . , , 4 1 1 R : ir , : : . 1 t 1 .' : i 1 4 1 ! 1 • ‘ I .t.1 t / I 0 5/4" X 5/4" P.T. WOOD TRim • . . , 1 1 .- , 111111 i .111 i ; 1. t '-i 2 X 4 P.T. WOOD FRAME megviore.otaw i 0 NM I . I , Zp ! ! , • 1 4 FIRST FINISH FL. \' .4- - 1 - i i I t .t t . .. .' 1,,' I . 1 Ix4 •TRIM - ----_ __,_ _4 1 \ j 7 ,t,..._ ,ll .. i.id x a, WOOD CHAMFERED COL. . . ;, REVIEW ONLY , r 0 PROJECT No.0 / i 0 \- i t 0 06-020 . 1 0 I / \ 4 GARAGE FL. CEILING HGT. t I 'i 2x2 TRIM i t 3 - -__ /. r . . .0. .____ k , „ _ . , 4 , - ., • 0 DATE. t SERV. INALL. PETAH-AMA 0 i - I x6 TRIM g APRIL 25, 2008 __ 1 . i I . .i- i 1 : --------„.........____) }, e 0 fr///. .e.07.,, ,e2rAfzeaceioixemr.m.rarw.AA r i , , 1 '.9 it) , , .. ,. ., ' J 1. ,• I . 1 ..,......, ,..„..,•. , ......., 0 i .DESIGNED BY 0 0 IA i* -- , i s , s I t ,. Is - ‘ . 1 1 • - : . I ..' . . i ril: I. i 'f •, - i t ezez.e.d.w .........,,... /..f . . ...... ,.,„ • , , . , , 1 .. . : , , , AchiAiitscovi TRIM I,ETAIL 0 DRAWN BY° OP ..,. . ., . -aL `f GARAGE FINISH FL. \;I- N. i , k ' 1 i 6 SCALE 1/2"=1'-0" T 6` , ... . • FINISHED GRADE , , 0 i i . 0. 1 :- 1 : r• 2,,,, •,,, •7/..'04:Mr.a!'4 7 40 3.4'W/ , ille4a 4 4 . .6 . •. 1 : • , '• It • it 'T 1 y ,• 1 , t 70 .CHECK.ED BY 0 I , ' . v & I 1 1 , I : • . ' 1 ,.. .O..r.a"W".4 r e./l.0 r r teedrareillegiedf&eleff e.ff. f f I 1 . . t . i i II SHEET No. 1 1 i . i . - f . f . 1 i i , , t .d I 0 D IAIINDON DETAIL • , . 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IIMIMIIMI 11111111111111111 1 I 6ARA(SE FLOOR ELECTRICAL PL, I : . 1 i , , f --I t r FIRST FLOOR ELEcTRIcAL PLAN . 1 ' „ . u, J 1 All electrical instellationtl raUCA -,, -,:_,_,,,,_, zcee ,-• -..„.-,. .,,,,,:.‘!„„ ..,„-,,-_, _ „:,,-, ... .,._. ,„ ' 1111-1111- ii . ,,,_,,,..„ , ,, ,,,,,.„ .•____ ,_., ,_ _ o.: i, i• ..• ; t SCALE 1/4" . 1 1 3 SCALE 1/4" = 1' 4 t.: , . •;-, ;1= i comply with ,he National Electric 1. •,. I e 0.' i „ tt t . , .„.. ',z,i;-M72,:: -•ii:: :tcT:',":=7al':-' ';'::::•7f3 :-1 ;:- :''L':' 1::7;17::::::: l';:till:`13= :=•Z:3;"7i:`1 d t , i i Cede ..Ate Edition and S20.0 t 1 ,- of Georgia Amendments f i:P . '\ h 0 i t . ., .f ,,,,,,,, -,„,„,,,,, .: ,:,„,„ -,,, ,,, ,: ,, , - ::, -- c • 0 ev 0- j . t , :,, t ., I., :-.. 1 , vc.. N i ..; t 3 l:' :--:;?..Iff-,--,,,,,,-;;,:r-- , -,,,' .::-.:‘,..-!.: ',.E•k.•:-i :::::: _,•„, :1='.a2-3:;•',7,,-:.: ::,,-; j-:„:;-:;z,,:,-,,_s; 4 t.: ._ ,.. A 1-- , VI RS) ,,VT -t• 4. — .. - „ t 1 t . •I i t 4 1411 7111 , ' . F-0 . 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Or. #.if .0 .afd„A F., .1, It 220V RECEPTACLE )(nil 41 \ I ,iiiel (0 52"EIZT RIIIIIII -CI i CI ' - Niko • :4 ir,- •,,,,,. - - - - ... %Alm ‘ ..m.• ii ) . 111111.11, - is 'e DIM1'..?iER Skil TG1-1 , oi) P' k / I i /i 1 i t %;# ' I 1 . , Tv 4 • i' REO5TAT SIAII TCH (SPEED CONTROL) '1±I' FLOOD LIGHT IAIATER F'ROOF . 1 STRu•;00.-Irlr, rip c.,‘ST. ii, 447 0, 4 , 4 .7 I It: 8 i i • - -4.-`!" -*- A ilifro 1,Lri p tAl ii 4...,..0, ! ,' / I ) 47C 4,1 •• 4 .':; / 1 /• ,1 i .f ; . i .,.-• 1; SURFACE tvrr,. L I GHT F I XTURE JUNCTI ON BOX iS , 0 . , 1 _1 \ t • i 1 Ot IA \ ..Pf / .., , It, ' : Aak,-............""' ...„. LIGHT '"0:4i :0 g ,0 ..41 0 , L. ......lt„ •i• '0 -g I *: I I r -4 }- NALL MTD. F 1 XTURE LAP LOCATE A5 12 I RECTED BY ONNER 0 / ® 1Z_IL ..._I i _ _I 3:CI 1/1 3 11 '''''.................4.44- s i' , . ' '.if — ^.-- 1 I * i X44... \V'';* / X Xi 1 it,:j‘ V 0 ,0 OE I Lirl NG FAN IAIP HATER PROOF 0 . 0 -NFI \ / . % 0 I ( • 1 -,. I, i 1. , .0.' , ii) -. . , .. I I I 1 I 11 I 1 'r ---(3-1 / I , c) L 1 t /, 1 _ 4„......,..----r- I : 1.- : ,17 ' /. 1:: , • / I -.........._____ - Ali 52" FAN 1 _ _ _ _ _ 00101111F, 'Isp:4• 1-sliiiTiel ,._ - -, . .. / . -----„, r‘ ‘ 1,, --.‘ . r‘r, \ a.. ra. ,v,:-_-lr,n,„.,, i ),,D Nr I., -I 0 rap L.V•4 i RECESSED L I GHT F I XTURE .. HEAT/L I GHT/ FAN FIXTURE -4-,:,7 TV PHONE OUTLET. CABLE T.V. OUTLET . .g P :, _ REVIEW off, 7,3 A&a_wi.geo.ar.• 0 0 „„tom. °PROJECT NO.9 1' / 0 or b,,E. 00 o .• II) \\.(4. , i • 2/E•, f... . . t i. i ° A-020 0 Pcd DOOR, CH I ME 0 0 . . ■I - . i t.: r... ..... . • ° - ea (,) t, re,e-' E=3)===] FLUORESCENT L I GHT FIXTURE t . I . . r_ _ _ ._ _ _ i.,... _ ;,_ % 1 t,„ , ./.4.0. ......,,,„....„.....„...,A I z 1 I ..... .) 4 L '- -- . . 0 I DUP14,.'EX RECEPTACLE I I UNDER CABINET L I GHT ING 6F1 , ; IL' . t: . .. 42 Q1-0),......... #-* 4_ ' 1 t . 24sill' 1 .......\0 t, ......1......„,....._,.....,7 00.0.,,,,r.1....4.. , —... o # 3t 1 (31.''' 1 PENPANT LIGHT \ 0 APRIL 259 006 , . ® SMOKE DETECTORS .0 0 i i ..../....,/, if...,...........,,A I 1 f . ._ . [ I .04/II... ' cs1174 SIAI1T H f5EL 1A1 _ ........3efit I. . 1 i f , ; - A t. r -' °DESIGNED17177 1 an 1...Lig CAolidPeluf:‘,:ililLifif3taligtinila Mile, i ... 3dC 3:C ), • . , ____________ 42 4:1)vp 42 - . ---"--" W-....J Comply •with TheEladtiatirongtaionnoisP2ahtlembin it[ . -I 1 ----11 I , . .,...,-ir . i t i 1 1.•.. L, 1 ,..!;' . k , , MECHANICAL EQUIPMENT IN ATTIC -I a DRAWN BY° . , t . „ , . t i 11-"i r '. , I Shall be accessible by pull-down stairs or . 0 i t. : , , 1 , permanent steps through a minimum of 20"x 30" N.J.E. .wee,(41' '/Zege// 1,17.=lear,GMYINZegdffel"11,14Me./.41,74E "L„ 0 ,„ . : f . . .„ „. ;,. i I . g , opening and a floored 22"passageway to the unit and 0 . f . .. f i of Georgia Amendments t a r work platform at the unit with .d '0 a CHECICED BY. S' 1 1 , c 1 : t. • . i ' 1 f ! 3r headroom. A switched light, *utiet and • 1 C.W.B. . ? 1 secondary condensate P'Sn with a 314"drain line to . .0 5.. - t . ,, :&.,„, .., „„ .........,,....,„.,„.„..1 1, . - i f, 1 outside are also required. :F", ,,,,,,,,,,, AS'.Arc 0#277/Zeffej.20 r/ .1,14,0/ge, i . ,' t ,. i 1t ' i • :0 SHEET No. t - '7-1 --a I 1 / '', t : it: 1 i _ , . I I i SECOND' FLOOR ELECTRICAL PLAN •- 1 I 1 7 SCALE 1/4" = II 8 • i REF. 51 AND 52 FOR STRUCTURAL REQUIREMENTS 1 f i• i ; • / 1 I i ; .f 3 OF 7 P , . , _, : 1 . ,. _ • . , s 4 { STRUCTURAL E I ., a GLAZED OPENINGS GENERAL NOTES : REVIEW NOTE:ALL STRUCTURAL MEMBERS&ANY GENERAL CONSTRUCTION NOTES: E x t F -, EXTERIOR MATERIAL SHALL MEET OR ALL WQRK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES AND REGULATIONS OF WINDOWS, ',GLASS DOORS & SKYIGHTS SHALL BE :APPROVED AND INSTALLED TO COMPLY WITH BATH O 4; ' x EXCEED A 120 M.P.H.(MIN.)WINO LOAD& ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. NEGATIVE AND POSITIVE PRESSURES AS REQUIRED; BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE O a MEET OR EXCEED ALL BUILDING CODES CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS, SHALL BE=.AVAILABLE ON SITE Ft R EACH WINDOW,' DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. ¢ o � AS ADOPTED BY THE EFFINGHAM COUNTY I . CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY ALL GAZING .iN DOORS, WINDOWS OR SKYLIGHTS SHALL BE TESTED FOR -LARGE MISSILE IMPACT x - `' BUILDING DEPARTMENT, INCLUDING IRO 2006 FUNDING INSTITUTION COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH 1THE ARCHITECT, F2 O ! "� RESISTANCE' AS NOTED BELOW. OPTION: FOR TWO-STORY OR LESS WOOD FRAME STRUCTURE . ; • W/GEORGIA AMENDMENTS 2007 GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH LL TRADES INVOLVED. WOOD STRUCTURAL PANELS FOR EACH OPENING MAY BE PROVIDED. &SSTD-10-99 STANDARDS. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8'. 1 I 0 i v \. �s\ GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES PANELS MUST BE PRECUT TO SIZE, AND A`T'TACHMENT HARDWARE PROVIDED, (3" LONG, 1/4" vi ci BEFORE STARTING WORK, NOTIFY ARCHITECT/ENGINEER OF A Di5CREPANCIES. DIAMETER,;SIMPSON SCREWS AT 42"oc AT PERIMETER OF PANEL). EACH PANEL SHALL BE NUMBERED 0 g ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IRC -2 3 CODE, OSHA, ACi AISC AND AITC OR MARKED TO INDICATE WHICH - INDOW ITT SHALL BE INSTALLED OVER, (IRC 301.2.1.2 AND $. 0 GENERAL STRUCTURAL NOTES CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. 55TOP 1059, 604). y O �,�GENERAL 'CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRIC, L, PLUMBING AND VENDOR # (1) i4 RESIDENTIAL DESIGN DRAWINGS FOR COORDINATION OF EQUIPMENT iN AND/OR BENEATH SLABS. TEST1 REQUIREMENTS NOTES: 1 0 Q� uj WINDOWS ARE TESTED IN ACC RDANCE WITH AAMA 101/1.5.2. 97 SPECIFICATi0N5. ;L I- :(9:11132:592 N +-�CHATHAM COUNTY, GEORGIA SUBGRADE PREPARATION NOTES: WIND D{LARGE MISSILE IMPAC RESISTANCE TO :ASTM E 1.5.2. 1996. 1- w �'1 - TESTED1 FORCED ENTRY RESTS' ANCE TO AAMA 1303.2. w �-'-� DEGLAZING TESTED 70 ASTM 987. � : �REFER TO GEOTECHNICAL REPORT FOR SOIL INVESTIGATIONS] RESULTS AND SOiL ;PREPARATION REQUIREMENTS. 4 � O r TSTED;.WATER RESISTANCE TO,'( ASTM E54zj331 `IAIa1, 2, 2Pa , I. Q?` �- �_ a ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: TESTED AIR INFiLTRATION TO F1STM E 28 i `� t PRIOR TO' CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACHSiDE, SHOULD BE STRIPPEDIIU II ' . ,2 - § O o LLI (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC-2006) W/ GEORGIA AMNEDMENTS_.2007 C OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DERBIES. TEST REPORTS AVAILABLE UPOiN REQUEST. # A ! - it ,; -� ? U(B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN TI E CONSTRUCTION AREA 1 I E 1 bA it t 1a l I I I.'a� IT z O z bA CONSTRUCTION SSTD-10-99 AND TO FACILITATE THE STORM WATER RUN-OFF. z $ ail= FIxt,,,, I a m U •�"' 4 C WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND IF NECESSARY THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATiON'S AND UTILITIES ARE IN PLACE. # w J N �°( ) TWO-FAMILY DWELLINGS (1995 SBC HIGH-WIND EDITION) DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER, .. :I• f = O 4a x(D) MINIMUM DESIGN CODES ASCE-7 ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACK FILLED WITH APPROVED r 4 „' ►� co .5 @ g SUITABLE •BACKFILL SOiL. THE BACKFILL SHOULD BE PLACED iN SIX INCHES THICK LIFTS AND COMPACTED 3g v awc O Rp s 1' i TO 98% DENSITY IN ACCORDANCE WITH ASTM-D-1 557. t `� = v `�DESIGN CRITERIA 2006 INTERNATIONAL RESIDENTIAL CODE l O 0 W N FOR ONE AND TWO FAMILY DWELLINGS THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED. _ _. f z a 1. FLOOR DEAD LOADS: ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES, OF A VIBRATORY ROLLER. - ` " . . ,...... ` ." v PARTITIONS 20 PSF COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UND ER FOOTINGS AND SLABS REACHED DENSITY OF $: w o 98% tN ACCORDANCE WITH ASTM D-1557 FOR A MINIMUM DE TH OF 12 INCHES BELOW BOTTOM OF THE SOIL BEARING PRESSURE FIXED EQUIPMENT ACTUAL WEIGHT FOOTINGS AND SLABS. Tf U C TU R A L. TU D L E G E D z 0 FINISHES ACTUAL WEIGHT ASSUMED AT 2500 P.S.F. 4. 0 a Q ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD `BE EXAMINED TO DETERMINE OWNER DID NOT FURNISH LUMBER SF ECiEs: #2 S.Y.P,K.D. MEDIUM GRAIN F _ En w _ o 2. FLOOR LIVE LOADS: THE CAUSE. IF DUE TO UNSUITABLE SOIL SUCH AS CLAY OR HIGHLY ORGANIC -OIL THE AREA SHOULD BE TESTS TO ESTABLISH S.B.P. WIND;SPEED: 130 M.P.H. ,. ' o tJj s v 4 LIVING ROOMS 40 PSF ' UNDERCUT TO FiRM SOiL AND THE EXCAVATION BACKFILLED WITH APPROVED FILLI,_COMPACTED TO 98% OF ITS LU Z O i A R ANCE WITH ASTM D-1557 . IF THE INSTABILITY IS DUE TO xCESS MOISTURE IN OTHERWISE OWNER ASSUMES ANY AND WALL LOCATION CEILING' HEIGH STUD SIZE b.C. SPACING _ �- z 1*'DENSITY (!N CCO D }SLEEPING ROOMS 30 PSF ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RE OMPACTED TO THE SPECIFIED ALL RESPONSILBILITY FOR EXTERIOR .I _ 8'-0" 2 x 4 j 16" vi ATTIC Wj STORAGE 20 PSF DENSITY. ANY&ALL FOUNDATION EXTERIOR :; 9'-0" 2 x 4 12" I z © - ,� ATTIC W/O STORAGE 10 PSF . DECKS 40 PSF ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF SETTLEMENT AND HOLDS EXTERIOR .. 10'-�0" .. 2 x 6 16" < 0 15% FINES, THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DERBIES.ALL OF THE FILL FOR THIS EXTERIOR 12.0 2 x ,6 12" BALCONIES 60 PSF # " • 36" 0 E °C GUARDRAILS & HANDRAILS 200# PROJECT 'WILL BE PLACED IN 12 INCH THICK LOOSE LIFTS AND COMPACTED TO 5% DENSITY IN HARMLESS ENGINEER. EXTERIOR 14'-0" 2x (3 ;12 & DBL. 36 ACCORDANCE WITH ASTM-D-1557. '' _ > v INTERIOR 3. g-0 2 x:4 16 I- • Z 3. ROOF DEAD LOAD: THE DESIGN SOIL BEARING PRESSURE IS 2500 PSF. INTERIOR ! 9'-0" 2 x A 16" w c ROOFING 2,0 PSF is INTERIOR _4 10-0 2 x ,4 16 i • et ? w DECKING 2.0 PSF INTERIOR 12'-0"_ 2 x>6 16" s f 8 13 INSULATION 6.0 PSF CAST IN PLACE CONCRETE, FOUNDATIONS ANC) FLOOR SLAB NOTES: INTERIOR 14`-�0" t. 2 x 6 12" o HANGING & MISC. 9.0 PSF i _ EXTERIOR ; i6'�-0" 2 x 8 16" 3i z w w FRAMING 5.0 PSF CEILING 5.0 PSF ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI iN 28 DAYS, UNLESS NOTED =, ;s I` z- O = 0 1- a FIXED EQUIPMENT ACTUAL WEIGHT OTHERWISE. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 318. 3 i MIXING. AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION Ti) WEATHER CONDITIONS AT ! t THE TIME OF CONSTRUCTION, FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER iN 3 TRIBUTARY AREA: LIVE LOAD: C z 4. ROOF LIVE LOADS: ACCORDANCE WITH ACi 305. . 0 TO ZOO 5F 20 PSF 201 TO 600 SF L r = 20' x R 1 CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/ENGINEER APPROVED TO SUIT WEATHER t- 1 - CONDiTIONS AT THE TIME OF CONSTRUCTION, . 7 Z 15/32" CDX PLYWOOD OR I • k R 1 = 1,2 - 0.001 At I SEE NOTES PCR , , >' WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCOR tECT OR OTHERWISE POOR 7/16 OSB ROOF SHEATHING { a (400 SF 16 PSF) QUALITY OF CONCRETE OR CONCRETE SURFACES. NAILING =PATTERN • f z PER IRC CH, R6Q3.7. z (SEE ARCH, WALL SECTIONS) t ; O 0 OVER 600 SF 12 PSF '' '` CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS, SCRATCHED FINISH FOR SURFACES • O L'^ I.5. WIND LOAD: INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH FOR EXPOSED INTERIOR e ,4410*________� _. (2) TOP PLATES ({'� .1 SURFACES. NONSLIP, LIGHT BROOM FiNiSH FOR EXTERIOR EXPOSED SURFACES. ( 1 Q 3 SECOND GUST WIND SPEED Vas = 1 PH w MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED ' a z `t (FIG. 1609) ALL FINISHES SHALL BE CONCRETE SURFACES WHICH a �►'� SIMPSON HURRICANE z > 0 SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH:�ACI 301. f'/.�,_` CLIPS (EA. RAFTER) Q EQUIVALENT BASIC WIND SPEED V fm - 100 MPH . 4;-0" w p.... , (TAB, 1609.3.1) GENERAL "CONTRACTOR SHALL INVESTIGATE ACTUAL LOCA'T`IONS OF UNDERGROUND' LINES AND UTILITIES BEFORE °+tuna. w ROOF NET UPLIFT = 20 PSF EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WITH A EXTREME CAUTION, • t- \/ '_ j w p 11J ch WIND LOAD PER RC 2006 UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARSI CONFORMING TO ASTM A615, }Uj PER IR - R 4 75162n OSB t O �, / Q WINDOW AND DOOR DP RATINGS PE C 2006 GRADE fi0. . 1 I j O t p L.L.. z WIND ZONE - INLAND WIND ZONE - OCEANFRONT k PER IRC CH, R603,7 UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM I TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI SP-66, F_ (SEE ARCH, WALL SECTIONS) m '}-r- 2 _ 0 � z MPH (B EXPOSURE) f �1�tf MPH (C EXPOSURE) LATEST EDITION, t I 1 Z O { BASIC WIND SPEED - MPH 3 SECOND GUST BASIC WIN SPEED - MPH 3 SECOND GUST i. _ • _ ! o ,, Z ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWIS SHOWN. PROVIDE STD. CORNER k A5 RER'D. i Q N 4 ZONE(5) MRH ZONE(4) ZONE(5) BARS AT ALL CORNERS. r 2 Z MRH ZOE( ) { ) { � { } oc • N_ d 15 DP35 DP45 15' DP45 DP55 PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN 11HE CONCRETE IS PLACED 20' DP35 DP45 20' DP45 DP55 1 r SEE NOTES FOR I *h 0 25' DP35 DP45 25' DP45 DP55 DIRECTLY AGAINST GROUND. , �: NAILING PATTERN z , O 30� DP35 DP45 3Q� UP50 DP60 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. j 35' DP35 DP45 35' DP50 DP6O 1 4 �•0 40' DP40 DP45 40' DP50 D:'65 ' " k WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND 1END LAPS AND BE WIRED 45 DP40 DP50 45 DP55 DP65 TOGETHER: _ 3 I `� ` WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) w• ' € °=- 4 3"o/c AROUND EDGES AND 6"o/c IN FIELD LL � •50 DP40 DP50 50 DP55 DP65 1; DESIGN PRESSURE VALUES LISTED iN TABLE ARE POUNDS/SQUARE FOOT (PSF) ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TOL PLACING CONCRETE, _; I OR n cc a. HOLD UP:REINFORCING WITH TYPICAL STANDARD CHAIRS, " , WALL AND RO©F SHEATHING WILL BE MAILED W'TH 1 Od :NAILS (TWISTED SHANK) x '. X ` 4"o/c AROUND EDGES AND 6"o/c IN :FIELD w L' REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE, PROVIDE RE--BAR AS REQUIRED TO SUIT • � T Z g PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING �` SPECIAL CONDITIONS. g: : 1 THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY ^., A A CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE Lu 111 cv REQUIREMENTS AND THiS DRAWINGS 1ST FLOOR 1ST FLOOR FLOOR JOINTS SHALL .BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED - AS REQUIRED FOR WORK SEQUENCE. 4 w ' SHEATHING NAILING PA 1ERN= o I ,,A = MRH (MEAN ROOF HEIGHT) A = MRH (MEAN ROOF HEIGHT) _ ,: WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES {: a cr 6. SEISMIC CRITERIA: (2006 IBC - SECT. 1613) - 1/2" SPACING ALLOWS !- SITE CLASSIFICATION: SITE CLASS "D" COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT "OISTS, RAFTERS AND PLATES . 1 REVISIONS HOLD DOWN INSTALLATION =. Z AVERAGE "N" VALUES: BETWEEN 15 TO 50 ARE NOT :EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO IRC 2003 CODE, SSTD-10-99 AND AITC MANUAL FOR ALLOWABLE CUTTING NOTCHING AND BORiNG OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT. NOTCHED OR :0 `Y' SPECTRAL RESPONSE ACCELERATION: S$ = 1.0, S 1 = 0:3 BORED WITHOUT ARCHITECT'S APPROVAL. i " „ ' SITE COEFFICIENT VALUES: F0 = 1.1, Fv = 1:8 C IS THEt°MINIMUM REQUIRED DISTAN E ; TO THE NEAREST OPENING , ti BUILDING DESIGN CATEGORY "C" THE ENGINEERING OF FRAMING MEMBERS IS BASED ON # 2 SPRUCE OR #2 SNIP. FB = 1200 PSI, -f. III E = 1,200,000 PSI, SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT BEFORE USING, w ENDWALL ? 2X6 STUD ► j: -��-"` t1�. ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN 1 . C 12"o/c (SEE P 'N) ': o o LUMBER SPECIES AND GRADE CORNER STUD CONNECTED {- TREC NO. ACCORDANCE WITH ASTM A-153. SIMPSQN PHDS••SD53 HOLD6OWN I TO TRANSFER SHEAR 08-020 STUDS- No. 2 OR BETTER, SPRUCE, PINE, FIR, S.Y.P. 16" O.0 MAX, W/ 5/8"s6 ANCHOR BOLT _1 NON BEARING PARTITIONS- No. 3 ANY SPECIES 16" O.C, MAX. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS WILL BE (EA. CORNER) i , 8 JOISTS RAFTERS= No 2 OR BETTER SYP 16" 0.C. MAX. PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP-2, OR .HP,4HD22 (IF APPLICABL _ ► DATE: SHEATHING : &. w 04.24.2008 ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK. OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET a_ , THE REQUIREMENTS OF PS -83 OR APA PRP-108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER ADD PLYWOOD ON INTERIOR I _ " ++ 2-16 d COMMON MIN. 15j32", LAY WALL SHEATHING HORIZONTALLY WITH ALL EDGES HOLD DOWN ` NAILS MINIMUM 0 6" O.C. dESitNEQBY: SUPPORTED BY STUDS OR HORIZONTAL BLOCKING. WILL BE CLASSIFIED "EXTERIOR". APPLICATION WILL .BE iN ACCORDANCE WiTH REdOMMENDATIONS t�ORNERS WHERE NOTED 4. PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE "EXTERIOR GRADE"'1EXCEPT ON INTERIOR WALLS L ® C.W.B. FASTENERS �► t' ° WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3'o/c AROUND EDGES AND 6"o/c IN FIELD a :ti. ! �,� �lloMr,y o z DRAWN 9Y: FOLLOW IRC 2006 TABLE R602.3(1), USE MANUFACTURED SUPPLIED FASTENERS FOR CLIPS AND TIES. UPLIFT RESISTANCE MUST MEET OR EXCEED CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO TABLE R602.10.6. THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. "C" = 27" © 8' CEILING HEIGHT "C' ALAI - . 0 THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REUIRES ADDITIONAL "C" - 30" ® 9' t EILING HEIGHT TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. _ CHECKED BY: • "C" - 34" C� 10' CEILING HEIGHT 1 CDX PktING JOISTS AND GIRDERS SECURED „ „ - ._, B W3$ �► 12 -CG np TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBILITY OF THE 3, t N SHEET NO CONTRACTOR AND/OR ERECTOR. TEMPORARY BRACING iS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. WALL SHEATHI GAT I Q TYPICAL CORN R SINGLE HOLD ;DOWN AT CORNERS. i 6 CI 1 1 I CORNER NOTES r t } f 8 OF f , ,g. -_ r STRUCTURAL Y REVIEW STUD WALL FRAMING MINIMUM PER . '' U. CO ' ' 55TD 10-99 3t?5.4 4 0 ¢ ,' 71� ` �' 3" X 3" X 3/16" ZL , x BRACED WALL ( ) ROWS OF 14D NAILS 4" O.C. •.•.•,. . . . •°,• x< �►-•�I GALV: METAL c 4OTC ��i #' a+ �_• PANEL SHEATHING HORIZONTAL SPACING AT TOP & , \ \ , $: 2 ROWS of 16d COMMON WASHER & NUT U BbTTOM OF HEADER BEAM & AT �\ ■ \ \ ` 1111 0 s @ 24 O.C. STAGGERED TOP 2X4 HEADER (REF. DETAIL • \ I ! ;. I- z Z FOR NAILING PATTERN) •j.:::.::::::::::.:::�; `f ' C7 /1. ,, 1 �. _ S y ��� t SHEATHING SCHEDULE _�, _ - ° ��e FORMHEADERUOR BEAM s �\CC oi SEE TYPICAL NAILING 1bD NAILS 6" O.C. VERTICAL \ I '' r. i'_- g • i HEADER BEAM TO BE • v (3)16d COMMON I FLOOR SHEATHING SCHEDULE SPACING AT EDGE • '\ J CONTINUOUS & OVERLAPPED £ w z . H ATHIN _ ' • I • �� WITH CONTINUOUS SHEATHING: } ZOO �� U NAILS @EACH S E G END OF BLOCKING I 1i'2" CDX PLYWOOD SHEATHING %� ` ( � 4, „ • � P V Vi 2x BLOCKING ar AP'�ROVED j 80TH SIDES OF OVERHEAD 1 :4; z .+ ' ANGLE DEVICES I DOOR WALLS �. cc ,- 0 cA•Afil (3)16d COMMON 'r FLOOR E�CTERIOR SHEATHING SPLICE ) , / , • A Z Z/ *e;/--T---- \ �,I,1 NAILS. @ EACH I I SHEATHING W (2) ROWS OF 10D NAILS \ 0 0 J g:4 cd OIST �� END OF BLOCKING 4`� o.C. STAGGERED ' . ' ° - Y _ .+''i �r J J ALL SHEATHING NAILS MINIMUM: , U O ���' x` x EORIZONTAL SPACING PER ` 10D (CC ABOVE F.E.M.A.:.FL000 i F. ^S m {2)10d TOENAILS EACH SIDE x x STUD REF, DETAIL FOR PLANE, GALV. METAL BELOW z. ;F, ; z Q� PROVIDE FULL DEPTH 2x EACH BLOCK of FRAMING I x x ► i ( `:•.•"�:•:,'•` ' F.E.M,A. FLOOD PLANE f t I - "' J BLOCKING @ 32 O.C. FOR . r� NAILING PATTERN} • •:::::::: } t ' { C9 'S LENGTH OF THE DOUBLE PLATE CUPS EACH BLOCK JOIST x= ". • - 1 ` .. _ __���� ! H;/ co cc cn �1 BRACED WALL CEf NSTLLED BRACED WALL CLS EACH BLOCK N PANEL SHEATHING -.. NE I BRACED WALL - ; 1 �t \ , >, g w 0 `5 X a PANEL SHEATHING • v 0 tiiittiM. :QED or 2/3 JOIST SPACING SEE TYPICAL NAILING _ (WHICHEVER IS GREATER) \ / i i g Es-ii w >,8 ( } ROWS OF 10D NAILS ° ` �' f z LL a if 4” O.C. HORIZONTAL SPACING \ , i 4" 3 z CO O °C•(REF. DETAIL FOR NAILING N ./\t = U R N PATTERN) Y I cn w SEISMIC RESISTANT SEISMIC RESISTANT ` •� TYPICAL 2 .ROW { w z z INTERIOR BRACED OFFSET WALL INTERIOR BRACED WALL , • • �� ' . NAILING PATTERN =. ..=-- f v rr PARALLEL TO JOISTS PARALLEL TO JOISTS ° I _ �-" w d I I U 4 p d d t .7, 2 Y W P i ,k e4. SEISMIC RESISTANT INTERIOR BRACED WALLS a " " " 0 0 d d a 5j$ GO-BOLT ROD Z --1 1 Q d s ! d ° TO FOOTING § NW K ; w w 0 I 1 EXTERIOR VIEW OF TYPICAL .I "GO—BOLT" COUPLER AS REQ'D w i SHEARWALL PANEL @ CONCRETE SLAB 1 4 a Z w 3 r } p 4 $' 4 '' _.,1 It. I n o NOTE: MINIMUM EMBEDDED LENGTH OF _ -� '�' 0 = cc ANCHOR BOLTS IS 7" PER CODE FOR ' 3" X 3" x 3/16" i . cll.— a SPACING NOT TO EXCEED 1$" O.C. .��� x. GALV: METAL WASHERk& NUT Allnliki I 1,, I., i 1 ,. :,' - i '^_ ' lir,:, 3" PROJECTION d _ -----� I t- 9Z 8 0 4. . 1 " MIN. ° , o I.1. . T.O.F. 5 / 11111 `: z . ' 5/8" ANCHOR BOLT(20" LONG) " , v ! f'� W/3"x3"x1/8" SQUARE WASHER & NUT } 6dd.���+rrr. 2" HOOK Z l..! U0` r' COLUMN TIEDOWN W/ "GO-BOLT" RODS W . ° a RAFTER , H10 HURRICANE CLIP 5/8"0 ANCHOR BOLT 20" LONG ' . r � Y._ _ (%_)ch NOTE: ANCHOR BOLTS MAY BE 10" LONG t, ; < '''''''"\ (i) US! EPDXY SET BOLTS IF PROVIDED AFTER SLAB NOTE:ALL SIMPSON METAL,CLIPS,TIES I r: --1 OE. `� �z`� TYPICAL SILL PLATE ANCHOR BOLT DETAIL AND STRAPS SHALL BE INSTALL IN STRICT < iarr 4, ACCORDANCE WITH MANUFACTURERS I 0 (r) 44. 8i , 4 RECOMMENDED INSTALLATION a 'f.` # r, , . I ANCHOR BOLT _ LIJ o I ! ■ (BOTH SIDES OF RAFTER) f k . • : . 1 473 . RAFTER ' H2.5A HURRICANE CLIP ' • ` ` w '' MIN, 31' X 11.$5" NET WEARER CD co tu I u. 3 i . . . W :w` `' • , FASTEN TOP PLATE TO HEADER WITH X TWO ROWS OF 16D SINKER NAILS C§' 3" O.C. W HURRICANE CLIPS W FOR A PANEL. SPLIC ,. • •• R 1000 LB. STRAP OPPOSITE SHEATHING = e (IF NEEDED), PANEL:.;' -. FASTEN SHEATHING TO HEADER WITH 8D EDGES SHALL BE COMMON OR GALVANIZIED BOX NAILS IN 0 BLOCKED, AND OCCU t Y . . 3" GRID PATTERN AS SHOWN AND 3" 0.C. WITHIN 24". OF MID-q; #: a T >. . IN ALL FRAMING (STUDS, BLOCKING, AND 15/32" CDX PLYWOOD OR ,; 15/32" CDX PLYWOOD OR r =', HEIGHT. ONE ROW I }.. ` # ' s r —• • 3. SILLS)4 TYP. SOLID BLOCKING @ 48"o/c SOLID BLOCKING @ 48 o/c 056 SHEATHING t OF TYP. SHEATHING-1- • • U / OSB SHEATHING FIRST TWO BAYS I. TO=-FRAMING NAILIN� , MIN. WIDTH 16" FOR ONE STORY STRUCTURES = (FIRST TWO BAYS) ( BAYS) ,, ` IS REQUIRED. t. ` . ` , MIN. WIDTH =' 24" FOR USE IN THE FIRST OF U " / 8d NAILS C� 4 o C IF 2X4 BLOCKING . ' . ' TWO STORY STRUCTURES d 8d NAILS @ 4 o c / • . t/.■ /...** ' IS USED, THE 2X4 S " :1, w ft 5 %<X �) MUST BE NAILED_ =<. • , MIN. 2X4 DOUBLE POST FRAMING•'X N)k • CC /VI € 1 S/ 2" CDX PLYWOOD OR TOGETHER WITH • • t 3j8" MIN. THICKNESS WOOD STRUCTURAL p REVISIONS /ti I- OSB SHEATHING 'r (3) 16D SINKERS. PANEL' SHEATHING Z r J i SOLID BLOCKING @ 48"o/c x ` • • . ` 0 2X6'5 STUD GABLE END (FIRST TWO BAYS) 8d NAILS @ 4"o/c ( ° MIN, 4200 LB: TIE—DOWN DEVICE EMBEDDED @ 12 0/c (SEE PLAN) I = : . . . INTO CONCRETE FOOTING) ROOF OVERHANG ROOF OVERHANG 4 ilk A i 2x6 TOP PLATE 1 . (SEE ARCH. WALL SECTIONS) ' 1/2" X 10" GALVANIZED METAL ACHOR BOLT 2x6 s STUD GABLE END a QS �� 1 • + • ' 0 18"10.C. MIN. (SEE SECTION R602.10.6.2, 2006 IRC) @ 12-0/0 (SEE PLAN) l ,� (2) 2x6 TOP PLATE . r . ' �2ECRIPTION MARK DATE s CEILING JOISTS s SHEAR TRANSFER: : CENTER 2x BLOCKING (SEE ARCH: EITHER NO JOINTS IN SHEATHING . S I- TREC NO. 2x BLOCKING ON SHEATHING JOINTS OR USE 16 MTS STRAPS @ 16 o C 2x6's��STUD END WALL t ' ; ;._� : •:,y',' 2 BL / , • 08-020 (SEE ARCH. WALL SECTION 5ALL SECTIONS) 3 @ 12 ojc (SEE PLAN) Y v. : • ` °��� O NON DIAPHRAGM 15/32° CDX PLYWOOD OR _ t • II f� CENTER 2x BLOCKING i. CMU S`TEMWALL DATE CEILING DIAPHRAGM - .� ON SHEATHING JOINTS CEILING OSB SHEATHING 15/32" CDX PLYWOOD OR II U4:�4.2{�OS PER SSTD-10-�-99 OSB SHEATHING (SEE ARCH, WALL SECTIONS) A SECTION 306..3 y. �� i 15/32" CDX PLYWOOD OR R w 2x6 s STUD WALL . "� OSB SHEATHING g, t=: (2) 2x6 TOP PLATE t u�000 S i CONCRETE FOOTING C.W.B. DESIGNED BY ��� © 12 o/c (SEE PLAN) , F 4- J CON w (j: DRAWN BY: IV BALLOON FRAMING -- PREFERRED METHOD PLATFORM FRAMING - ALTERNATE METHOD : M•J•E Yy GABLE END WALL FRAMING (PER FIG, 305J) GABLE END WALL FRAMING (PER FIG. 305K) END WALL FRAMING -JOISTS BLOCKING (PER FIG, 305J) 1 ": g CHECKED BY: b s BRACED WALL PANEL ADJACENT; C'w•B• TYPICAL FRAMING DETAILS :, TO A DOOR OR WINDOW. OPENING `v SHEET'NO. , 1 1 . , , , H :i, , 61=2 ,. ,‘ , 1 .1, , , i „ i U OF E . } t : 4 STRUCTURAL x. k, i REVIEW STA \ DARD D -- SIGN_ \ OS E OW CO - RO WORDS , . u. co . .. OPTIMUM CODE COVERAGE 1 , • This layout design technique is used as a standard for designs that may be submitted under any • GO- BOLT u s e the 1 e time t o l e d design f }' I t z w a`�`S `l one of the many code compliance criteria. This design has proven to comply with the Standard 1 } ! ¢ o ./•••' ° 1• Building Code, CABO, One and Two Family Dwelling Codes, SSTD 10-97 and other applicable 5 U 0 • block construction and applies it to frame construction. f � � -� standards from Texas to the Carolinas. r rn x '• i4 w Iv • `� TYPICAL GO BOLT UPLIFT TRANSFER r j w co 1."-- 9, 0 1. One Go-Bolt at each corner. I I r ! ,? i m w U + 4' i - GO-BOLT ALLOWABLE VALUES 2. One Go-Bolt at each end of shearwalls. - - - - 1. Strop or clip to transfee foods t f u 3. One Go-Bolt At each end of headers 6'-O" or longer. Connection Type Allowable from roof to top plate. v .1 i• t O p OC 4. Go-Bolts 4'-0" O.C. through wall sections. Value 2. top plates with sheathing to k. ! I u- V transfer loads horizontal) .5. Check sub-sheathing to top plate connection for horizontal transfer capability. Foundation / S.Y.P. Top Plate 3990 y w Z Ir 6. if necessary, Go-Bolt girders individually to exclude the from average uplift plf, 3. GO-BOLTS to transfer toads . , ZO 0 *� U •7. Check sole plate to slab connection, additional anchors may be required for lateral and shear Foundation I Spruce-Pine-Fir Top Plate 3725 verticaay to foundation. I 'load transfer. 1� pli ,e/ _ 1r W Lintel or Bond Beam / S,Y.P. Top Plate 3860 4 r `'01 CA APARTMENT BUILDING ; Y. (1 �� IP. .- Z Lintel or Bend Bearrti j Spruce-Pine--Fir Top Plate 3725 ��I \The standard Go-Bolt layout for apartment buildings is basically the same as the OPTIMUM CODE i j� r `0 COVERAGE layout, with these added subjects. t�� i O U w to y° f LISTED WITH SBCCi PST & ESI REPORT N0. 9508. li r h rw II . Go-Raft should be' ` '> ;' t 1. Breezeway alls generally do not have uplift applied but are s eb a s / m 5. Y 9 Y P PP ':� � �/ M s ecifiee for each end of the shearwall but is not required intermediate) when no uplift is f`,. , .. t 4 ` f O z = Uj F P Y , LL TYPICAL BLOCK CONSTRUCTION•.UPLIFT TRANSFER `, `111 - 1_• applied. \ j1/ ( , _ }} O o a. 1 ,, I- w 'S w 2. Go-Bol{ standard layout fors patty walls s a Go Bolt In each wall at each end for shearwall I I l I l I ,' I ` \ m holddown and then Go-Bolts 4-0 O.C. placed between the two walls for uplift. The Go-Bolts 1. tro to transfer ioods ) '` '/ m w J. ,placed between the two walls will make a top connection too cop plate or other member that ( I I I I j_ ( � Pram ref into band beam. 1_ 1 ` _ ` / U=} idi will deliver resistance to both walls. On a party wall with mono trusses loading onto each wall, ����EM�MIN�II� �� I, ' \ O O Go-Bolts 4'-0" 0.C, will su I 997 lbs. of u lift resistance for each of the 4 trusses loadin Into < 2. Bond beam to #ronsfer , �Ir ! ' w U supply P 9 .,,.,,__ loads hOrizorttolly• the bolt. ?lii•�®®� ■®®��® ®��� ' I j `/ i } w m 4?3. Shearwolls havin a holddown value renter thou the Go-Bolt value of 3,990 lbs., will re uire 3. Downpour$ to trdrtsfer C� Q N g g q ���®� �' �����'' )oods vertically to foundotian. ff / ; , _ X--an additional Go-Bolt of that holddown location. The standard design for this second bolt is to ;•`1��■il• 1111��■ ��Illi�IF, I ` 1 i (-- specify it only for the height required to qualify the holddown reaction. A 3 story wall having a ����■ ®�� ����� `� '' ,(►/ w m '^ `holddown valve of 1,500 lbs. art the 3rd level, 3,000 lbs. on the 2nd level and 4,500 lbs. on the 1��m ®� ����� r4: .. ,' i, <!> 1 ` /i , \ U O g o G O- BOLT P R d D U C T L I RI ��■■�11.■ 1�i1•S1111 ■1�.1�1'�.: ►fie �> 1 �, ( �1 1- 1st level, would re uire a 3 stor Go-Bolt with a 1 stor Go-Bolt beside it, Q U q Y Y `'isilt•11i®� ■®i®��® ��®���•.: I' I I / t-- w',.:4.111111111111111111110111111111 11111111111111111111111111111/ 11111•111111111/11111111111V,;.: o VALUE ENGINEERING NUT de WASHER Same as below `,/, k t '' , '�i Z Z !� Value engineering is the practice of incorporating the optimum use of materials and techniques to .,.. • _. _.:~ •. .,.,. ... .•.. ly.; ;::.... :•;.;_..::.:,.:;...; s.:. ,� �' , I► Y: <� \ ! i4I / O N desi n a structure that cam 6es with the a hcable codes and re wires the least amount of ... .•.;:.:.,.:. - or 5\ m w effort and time to construct. With the high allowable uplift value of Go-Bolt, 3,990 lbs., It is easy .�r�- I (� ' , �/ - t20D - GO-BOLT alt-thread rod is ovtiiloble in \ i. OC��I w z� ' n, m w -' engineering P Y 9 P �1I� B� = �>.E • 1111114 2= / � tnU 4 2. AI! loads applied to a span between Go-Bolts should be checked against the resistance value / �� 171 '' d ( _ O applied to the span, '`��'�'3. Connection of the sub-sheathin to the to lates should be desi ned to ro erl transfer the 1 1 ® III D 06 III ��� ��� 1' x ,' `/ t ~ Z COUPLER : 1 x 13 Zinc Iated •- Yellow chromoted. �• I f W O �required diaphragm strength from the sub-sheathing to the top plates. I" p � .t, I � � k� ( �`/ i � � Z J O 4. ,Sub-sheathing should be checked for adequate shear through plane capabilities for horizontal � ��t FRONY tC1.EVATtWit LEFt ELEVA7raN ;�" ,i �- ` , i is ��� ,� Q �.transfer of reactions. NuT - \' x 13 Zinc plated - Yellow chromoted ` , j.5. Sole tats to slab connection ma re uire additional anchors for lateral and shear reaction j ? , ��/ 1 (i a P Y q WASHER 3" x 3" x� plain plate washer. / _ f �I' 4 I 'transfer. ' m EMBEDMENT SLEEVE The block embedrrrent sleeve VIIIIVIEN I I UU��� • ? '� ? _ 0 Placement at slab level: nn�� 1. D R ' H z should be hovered by the pour. !!7 Corners: When presetting the Go-Bolt at a building corner, the bolt i- 4 1 `I m should be laced 8 to 12 inches awa from the corner so it does. not set .• yi E �111 III t � _ ► 5k/V: <> /P Y i �� --- Gs3•f3blT - The GO-BOLT is available in two et es, pp ■t111 t F. ` � I V wci under the corner framing members. When a Go-Bolt is specified at a r" the stondord bolt end the lintel bolt: The standard `, x 1,+ -s ; bolt has o 20 stoke member on the bottom of the # ,�/buildin comer, i{ ma be placed on either side of the corner. ,• bolt far locament info rode. Tire Iintei bait has ss T ATfaFr s \ ./ H g y �' �'• a lion epocross the to gof the bolt for locament REAZvA¶ EtEv ` ��� a` 4 O O Header ends: When presetting the GO-Bolt at a header end , the bolt g p. p P g A•• in lintels, stemwdlls or monlithic forms. . I ' 4 f. Z Ul should be placed 8 to 12 inches away from the header end so it does not " " N �% O z SPECIFICATIONS: \ didme#er - 6 . embedment rrvoq�cr�r�arl ;, • fall under the stud pack framing members. zinc plated > Yellow chromoted. •�zxi.••• oommw.:yzetTmm��••• •iTty%tToyez•%�,xmyry�'��w• To footing: 4 } � I ~ToP Connections: `: x j Top connections mode at corners and header ends shall be made within . _ •2 inches of the framin ack. A nut and 3X3 washer shall be o lied to : �• << , U 9 P PP _;_ r 2 .STORY FRAME 1 the top plates and tightened securely, �I�- a I Intermediate Coupler Connections: _ P , 1 m I: 1 Q GO BOLT preset bolt ladtition, When using the rod coupler, cars should be taken to ensure full and Bolt real tine piotes to foundation. ¢ 4 NTS f . equal thread engagement. This is easily achieved by threading the 3• .f 'f' + } \ /• No preset belt required, Bolt ' l g' 4. ' s -i coupler all the way onto the rod, then standing the two rods end to end, roof line plates into beam/header below. 4 a a then threading the coupler back over the rod joint so each rod is 0 GO-BOLT preset bolt location. a_ _- = Z 0 4> 1 <>/ . . halfway into the coupler. Bolt top of let level to foundation. y • ' 0 Retro-fits: • o , in the case of a Go-Bolt misplacement, the Go-Bolt rod may be epoxied 1 j ;; . into the concrete. Call Go-Bolt Technical Support for a Technical Indicates} header at 2nd floor �, ,, , . : Lu Z (I) g , Report on proper retro-fit procedures. ' ; f. \// i 1l■ ? `� Q Sole elate to slab connection: 1 .G.. STANDARD BOLT Has 20" stai.e bottom for placement • 1 G����GaLlC1rJ Indicates hedder at ist floor. f •' • Z 0 > (�. into grade, oe might be required by bell I f - To footing Z `� ___ • The slab level sole plate shall be connected to the slob with the 9 g, Y ., p IY P fobting - pier pads - ate. • ! a' } ��"'� connectors specified and at the spacing specified within the design I • t 1: . w �,.... V J .m C� documents. Go-Bolts shall be placed as per the Go-Bolt Design Package. -111111111111E- Go-Bolts, with a nut and washer at the sole plate will qualify as a sole 9 1 2 . 3 STORY `"" FRAME Q �..,J t(� }Lij plate connection but may require other anchors intermediate of the Go- NTS V J Bolt locations to qualify the specified spacing requirements. STORY • i 3 STEM ABOVE FRAM +-�-- dam,, Go-Bolt System Tightening: - 1 STORY _ 1 On multiple story applications, the Go-Bolt system shall be rechecked ' 1=1I I' Iltl .;,y,,..:..:. �.,Y .e.i,;.,�•: ..r.,i.. z $$ NTS m for proper tension just before the walls ore veneered. This will allow the I= III- i V.W.W. `.AVA..1°,A' I 1.-. > I- (-) Go-Bolt system to compensate for the buildings dead toad compression, ' I1-I III: SAMPLE LAYOUT ( ) -}4- 0 Q EMBEDMENT °LEEVE - The block embedment sleeve Til=l 1�i p ROD COUPLER GO-BOLT _m Z i�I-III I = MASONRY CELL AS t • should be Covered b the pour. ! i • s� Q y p I� I 1 REQ'D IN PLAN Y 2z4 PT. PLATE cc •Go-Bolt, Inc. Phone: (904) 734-4046 11=1 I II -il. l� w - U::: z O Ll'�.1. 2250 Oakhitl Drive Facsimile: (904) 738-1037 . 'lt-,!T ' I�) g t GO-BOLT '3 �� SLAB w ( {.-. Deland, Florida 32720 Toll Free: (888) 734-4046 �)1 o x >' ( d ° `' 2X4 P.T. PLATE ►�� F. FLOOR ELV, Registered Trademark No. 1,919,252 9 \ I 3000 P51 4" CONC. SLAB `P' Registered Patent No. 5,392,573 '4' It', ° W 6z6 -W1:4xW1,4 V�+W,F, z SBCCI PST & ESI 'Compliance Report No. 9508 _ o... / �f=u= i'� > P P " n C�=n=n non ii='.i m GRADE MIN. 4 _ t=►1=>v n -_u • Texas Department of" Insurance Report No. FA-14 �� u-u�e�ii�il- ;;;:::;; ;r RI cn z BELOW F. FLOOR �t� . . , F. FLOOR ELEV. �11171i= -�1- w Local supply source: a ° X'°. = I :cll°�� n.I Garter Lumber Corlpany, Savannah, GA FINISH GRADE a tim 4 x i ,I,-1►` i wILL i w Lumber Company, Savannah GA , tr �I 1=11111(I _z 1 1 • T,H. Guerry Lure p y, I a==° n VAPOR BARRIER 3 log- ..4- __ -III-1 ;i :;. r . . •�• • j ; ®U ' TERMITE TREATED . ' 2 #5 CONT, R R _ d ` CLEAN COMPACT FILL z*0 1 a 1'`4» i I 3" COVER 2 #5 CONT• X MIN: } �' ' MIN. 4 STEMWALL DETAIL w a io. MONOLITHIC 4 s3 NTS I w ' ). Lama NTS ' 01- REVISIONS 1 .. i 1 8 STEMWALL • g r g . LEL• NTS a t . t - .IR, •c :. �- / q WALL � GO-BOLT'NUT & i 4004/ .., 1 1/2"rGYPI BD. "'II . WALL SHEATHING GO-BOLT,3X3 WASHER ♦ 'I W/.5d COOLER NAILS �� t�� M o:L rl,.,.j ��; TR6C Na.•�I 2X4 STUDS �+ 16" O.C. \�"�!1 Isil0 -�,� P.r. 2x4 wj /� 08-020 Gt)480LT / , . \ 11 i - . d; _ :Ft �- DATE: = TOP OF SLAB _ z r �' i j • t_ w.w.F. I I I I I I: III 1 I I I III I I I! 04:24.2008 I 1 �. 1. . _z_ \ i d MO�BOLT ROD,: DESIGNED BY: xg b \. ,•. =1 I I-f!i 1 1 a t a '. I u'111-1 T t -BOLT COUPLER J I I-I 11- . . I- i`1 �a 1111 i 0=1 OLT Ro d -111-111 ° GOBOLT NU1i& W • k .. 00-=BOLT 3X3:s WASHER I Oki DRAWN BY </ _ v 2 5. CONT. ''mil! " R '� • =_____,_ COVE 3 • „ x ' CHECKED BY: 1 -4 i To footing •: :i.. WALL SECTION -SLAB MIN. c.w.e. . r x' r. GO-BOLT NUT & n •Ls NTS 4 ? GO-BOLT 3X3 WASHER # g 4 CORNER FRAME 15/8' DIA. AO. c��tt 12 INTERIOR BEARING h y: 0 SHEET N0. IN_ NTS . I 7 STEMWALL - FRAME 1 ibi_3 NTS J,: ' , . ..: .r, . ..., . .T WALL SECTION s3 NTS COMPONENT DETAIL WALL SECTION 1 6=3 . Las_ .. 9 : BOND BEAM 1S3 Ls NTS � k NTS NTS NTS i 0- i , V OF i i . Fr"---7—k e T STRUCTURAL } REVIEW x • ROOF TRUSSES 0 24" O.G. • 4 ' ap '17 :44 4. Ii,>: GO-•BOLT NUT v• .. ♦. 1J , a GO--BOLT 3X3 WASHER f O ,n s ��; � : ►1 1,1 , il� 1 ►1 D 11 ,11 11 11 1 11 ►i 40!: 10 t 1 tta O -a cn I- 9s� ,- on ZQ ¢ °4 TYP. CONNECTION OF. z GIRDETRUSS TO POST GIRDER CONNCTOR GO-BOLT NUT '� �GO—BOLT 3x3" 4�IASHER �� S \� Ir w ‹cc cr . TRUSS GONtECTOR TRUSS CONNECTOR - I I. w Z a ix f EACH TRUSS EACH TRU►S GO-BOLT ROD _ o o ,� v 8 Q : GO-BOLT COUPLER V D w it cn , ::::-.I ,c-) i -1♦,1 11 ' ►1♦1 i 1! ;1(. , ;Al�. 11 m ►►'1 11 11 AT GABLE END TRUSS PROVIDE f� ii— r' { i- Z W C� A TRUSS CONNECTOR FROM . . .1 O a P m• p TRUSS TO DBL STUB BELOW / . ai• Ck OW g 1) FULL HGT STUD AT INTERIOR WALLS \A x. \ �/� �' CO � c=n � / Z2) FULL HGT STUDS AT EXTERIOR WALLS z O Z PROVIDE DOUBLE • \� �z O w O .� E-4 w lepi:STUD UNDER EA Ilt""` ? ` w rn V Ji a� ® w 4�I GO-BOLT ROD DOUBLE STUD "�. 43, w � ,�14 ie WALL STUDS " :i: ,� I–OLT COUPLER _ �_ CO ov °`II NAIL STUDS TOGETHER W/ GO-BOLT DOUBLER r, f z w �, 16d NAILS EACH PLY` AT 12 O.G. • ..� II w — m @ 0 to u ° .1 ZD' � ca 714. { I c!) Z w z W Q J BLOCK UNDER I , 4110011 o v 4 STUDS AT UNITES I i i �/ ! = w O 0. ce o 1 1 1 1! 11 11 11 h 1 H 11 \,► try O .A A - ►i it 1 11 1 e 1 1'1*1 1.„,. -.4 4 e#HATi II im of i �® wwo j. z > v -4: kr OW! L'.11"111 ,,,-‘,d . FLOOR TRUSSES BLOCKING W/ t r� .�� �i► .wJ N o 24" O.C, OR DBL STUD ® �� / ' v z jj = A P -C' FLOOR SPACES �Pi% cn ? HEADER AS D I , U G0�-BOL1 ROD ,. I ba0 1E I GO--BOLT COUPLER Z W f oI- ¢ F -4,, � } t 3 • t • GO -BOLT NUT r •i , ,►� 1 GOBOLT 2X2 WASHER - • *i ci 4 I I I I I I I I I I I I liThil I I 11Thh I I 4 I I I I IH I . . • WALL STUDS I• \� 1 s = C: . @16" O.C. 1 zz 0 GO—BOLT 2"x2" WASHER I O -! j eJ ` t U k t %` 2: I t ? s . Al . Z .t GO-BOLT EMBED w v 1 4 q I w , ` r� z 0 (7-_.) < 11 9 it F l" J V ., o ° ti 2 2 1/2' DIA. AB. $" _ •� �. m ae,L, o , •, 0 Z a / \ (19 r n CC 1 " bIA. A.B. lb tYPICAL STUD WALL HOLD—DOWN o " ) Q Z 11,1 c FOUNDATION STEMWALL j2 FOUNDATION STEMWALL ,. �Titio..,.. _ ?j<. 1j2" = l'-O" O f to = U• FOOTING Z Z FOOTING O r n .... ,GO-BOLT EMBED Z Z cn z a. s ; g W j IIIV? j T`(PIGAL LINTEL HOLD DOWN TYPICAL .STUD TRU55 HOLD DOWN TYPICAL GABLE END HOLD DOWN .,:. U u s• f j TYP GIRDER TYP GABLE END TRU55 t _ �=,�a TYPICAL STUD WALL HOLD-DOWN SUPPORTING ROOF TT USES HORDG RDERS 1 HOLD DOWN FOR GIRDERS r.s t: ? w . w Allikir Placement at stab levels Y Corners: When presetting the Go-Bolt at a building corner, the bolt i should be placed 8 to 12 inches away from the cor.ner so it does not set f 3. O • under the corner framing members. When a Go-•Bolt is Specified at a M building corner, it may be placed on either side Of the corner. h i k I Header.ends! When presetting the Go-Bolt at a header end , the bolt f ! should be placed 8 to 12 inches away from the header end so it does not . fall under the stud pack framing members. O Top Connections: Top connections Made at corners and header ends shalt be made within 3 PRESET AT MONOLITHIC •` • °' P 4 PRESET AT DELL FOOTING cc 2 inches of the framing pack. A nut and 3X3 washer shalt be applied to x w tr the top plates and tightened securely. . 33 - LINTEL GO-BOLT N.T.Q. $3 STANDARD GO-BOLT N.T.S. r. x 0 REVISIONS Intermediate Coupler Connections: : I- N _ z When using the rod coupler, care should be taken to ensure full and equal-thread engagement. This is easily achieved by threading the i O •} Q coupler all the way onto the rod, then standing the two rods end to end, /'� ! i then threading he coupler back over the rod joint so each rod is GO BOLT ROD < , halfway nto the cou ter, , TO ABOVE r. I Retro fitg= P TOP PLATE U g In the case of a Go-Bolt misplacement, the Go-Batt rod may be epoxied s—/,: t x q . into the concrete. Call Go-Bolt Technical Support fora Technical %'%. # q: MABIKATIE Report on proper retro-fit procedures. GO BOLT ROD %, USP HTT22 x P P P P USP HTT22 TO ABOVE / ,�,� • a Sole plate t0 Slab Connection %\'%\., or EQUAL %\� I LVL BEAM / or EQUAL TOP PLATE t h TRisCNO, The stab level sole plate shall be connected to the stab with the %V BEAM �' '`%°%: ��-p 2 0 connectors specified and at the spacing specified within the design %%'• ., documents. Go-Botts shalt be placed as per the" Go-Bolt Design Package. �. 3 Go-Botts, with a nut and washer at the sole plate wilt qualify as a sole DATE: plate connection but may require other anchors Intermediate of the Go- t #" z Z 04. x•.zoo8 Bolt locations to qualify the specified spacing requirements. 2 STUD WALL HOLD-DOWN • FLOOR BEAM t 1. i ii Go-Bolt System Tightening= 1J2" " 1`-O" • 3 1 W On multiple story appt(cations, the Goy-Bolt system shall be rechecked for proper tension Just before the watts are veneered.,This Will auow the DESIGNEbBY: € C.W.B. Go-Bolt system to Compensate for the buildings dead toad cor"tpressiOn. 1 t_ I" f s," J `; s t. DRAWN BY: Go-Bolt, Inc: Phone: (9O4) 734-4046 _ M•,•�• 2250 Oakhitl Drive. Facsimiles (904) 738-1037 :, DeLand, Florida 32720 Toll Frees (888) 734-4046 f r _ { Re istered Trademark No. 1,919,252 CHECKED BY: g y C.W.B. Registered Patent No. 5,392,573 x k a t SBCCI PST & ESI Compliance Report No. 9508 a s ~ I a:Texas Department of Insurance Report No. FA-14 I ." • P P z I SHEET NO. Local supply source: Caster Lumber Company, Savannah, GA ). 1 3 SI=4 • Daniel Lumber Company, Savannah, GA : T.H. Guerry Lumber Company, Savannah, GA • . 3 Q. . V j OF t < i ,` I 4 I STRUCTURAL I 3 z 4. REVIEW y Top of pilaster Q steel bearing , i ` l rL $` 4 I 1 P , . f ' Z W .;` �f1'6Y J d w7 °.°, x �� } Q p h " DRYWALL ♦ 1 cUn O - - il: . NOTE: ØI ' �A��Aj,,,,n.�.tt�iR �,� / 2x WOOD PURLINS ©4'& 8' HORIZONTALLY FOR r DRYWALL t �* , EXTERIOR SHEATHING BREAKS PER li ` _ t. Z o ��NOTE: STUD LEGEND / �*4 1 r ALLOWABLE HOLES - TJ1®}Joists g II - $ �® _,,,/' 2x WOOD PURLINS C�4 & 8 HORIZONTALLY FOR k -� i cc w g EXTERIOR SHEATHING BREAKS PER ,J 2x STUD WALL PER STUD LEGEND Gut holes with care `�� i w z o :, STUD LEGEND Cart only round holes Maintain adequate a FIBERGLASS INSULATION -�� and in the joist web Do not cut holes lamer z o o v4 v 2x6 STUD WALL and only in the center distance from a No field cut No field O I— �- '� " STRUCTURAL EXTERIOR SHEATHING y , only than 9�z"in cantilever v f of beam bearings i holes in i cut holes in o w FIBERGLASS INSULATION FASTEN PER LOCAL BUILDING CODE Top ' 'St'r hatched _ See table - See table hatched CO �j REQUIREMENTS t' I zone See table_ �Seetable zone z +4�, " STRUCTURAL EXTERIOR SHEATHING �� TYVEK TYPE HOUSE WRAP • R' _ 0 8 o o m FASTEN PER LOCAL BUILDING CODE HORIZONTAL SIDING PER ARCHITECTURAL. v cc z w REQUIREMENTS DRAWINGS i TYVEK TYPE HOUSE WRAP 1������i Ib° ? 6"1 % %/ 0 z oi i""' - HORIZONTAL SIDING PER ARCHITECTURAL JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DRAWINGS TRIM BAND BELOW (SEE. WALL DETAIL) DEPTH TJ�ProT"' " » ,. " 7" 8W" " " " » " " " '-- " s " " " pi 2 X D� DZ¢ -L2 2x1.2 Li �= .I m Porch above 2 3 4 5 8/a 7 8/$ S 103/4 12 2 3 4 5 6Ya 7 8/ S 10s/ `I2 �� 1"x4" PRO TRIM _ "`--�-• « ' « t « t « 1'-6" 2'-6" 3'-6" 5'-0", 6'-0" j 6" 6" minimum minimum 6" � __ 100TS 1-6 2.-0" 2.-6" 3.-6" 5-6 4h:cut {also applies f typical z O z, 130 2-0 3-0 3-6 4-6 7-0 2-0 3-0 4-0 ,. ::: :0 T-0 #0 2 "holes} �- a w v g• 150 2'-0" 3'-0" 3'-6" 5'-0" 6'-6" 2'-0" 3'-0" 4'-0" 0"; 6'-6" anywhere CO . °° 1x4 PRO TRIM , nYa►- 9Y" i N f N i R / N -21_/',N 3'-6" 4'-6" 6'-6"; ' " # ~ 0 250 2'4" 3-6 4-6 5-6 7-0 L L\// 7-0 in web outside r w y 0 X ii M dAAs 350 1'-6" 3'-6" 5'-0" 6'-6" 7-0" 1'-6", 3'-6" 5'-0" 6'-6w 7t-0" hatched area. f ? a 0 .E g a 100C 1'-6" 2'-0" 2'-6" 3'-6" 4'-6" 1'-6" 2'-0" 3'-0" 4'-0" 4'-6" w �O 4 o tO — , " « , " , " , " , " , „ , " , " , " 2 Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole v o 300C 2'-6" 3'-O" 4'-O" 5'-0". 61-6" 2'-O" 3-0 4'-0" v 5-6 6'-6" : _ 4 U 400C 2'-0" 3'-0" 4'-0" 5'-6" T-6" 3'-0" 4'-0" 5'6" T-0"- T-6" 1. For other load conditions or hole configurations not included in this table, refer to o a W o — 100TS 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" 1'-6" 2'-0" 3'-0" 4'-0". 6'-6" T-0" 8'-6" TJ-Beams software or contact your Trus Joist representative. I z `� a M Ai I T` RI 0R A � Q - - RI OR CORD . R D = TAI L - F N 1 « 1 R t R ' N t N i « / « t N / R t « / N R t N 1 N �. i J w O 41 130 1-6 2-0 2-6 3-6 4-6 5-0 8-0 2.0 3-0 3-6 . 5-fl; .T-6 8-0 9-6 i v N 150 1'-0" 1'-0" 2'-0" 3`-0" 4'-6" 5'-6" 8'-6" 1'-{?" 2'-0" 3'-6" ` 5'-0" 7'-6" 8'-V" 9'-0" ' z w _- to co f Z Z z 250 1'-0" 1'-6" 2'-6" 4'-0" 5'-6" 6'-6" 9'-0" 1'-0" 2'=0" 4'-0" ;-5'-6"4 8'-0" 8'-6" 9'-6" i z u �" 0• 11'/8" 350 1'-6" 2'-6" 3'-6" 5'-0" 6'-6" 7'-6" 9'-6" 1'-6" 3'-O" 4'-6": 6'-0".,_ 8'-6" 9'=0" 91-6" to o .,. i 550 11-6" 2'-6" 4'-0" 5'-0" T-0" 8'-0" 10'-6" 3'-6' 5'-0 6'-0" T-6" 9'6" 9'-6" 10'-6" _ w z x° ROOF RAFTER C�16" O.C, SEE WALL DETAILS 100C 11-0" 1'-6" 2'-0" 2'-6" 3'-0" 4'-0" 6'-6" 1'-0" 2'-0" 2'-6" 3'-6", 5'-O" 5'-6" T-0" • Leave"web at top and bottom of hole. DO NO7 cut�joist flanges. z w o 2 3000 11-6" 2'-0" 3'-0" 3'-6", 4'46" 5'-6", 9'-0" 1'-6" 2'-6" 3'-6" 4'-6"; T-0 7'-6" 9'-0" : • SIMPSON H2.5A HURRICANE CLIPS Table is based on_uniform load tables in current design literature. I- m z 1}4 400C V-0" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" 9'-5" 3'-0" 4'-0" 5'-0" 6'-6" .91-0" 9'-0" 10'-0" u5 0 , (ONE ON EA, SIDE - STAGGERED) , " " " " " " R « ' « 1 « 1 ,� « « , R R t « • For simple ie span an 5 foot minimum uniform! loaded oists notice uirin commercial concentrated loads, co 0 OR (1) H10 CLIP PER RAFTER 130 1-0 V-0", 1-6 2-0 3-0 3'-6" 5-0 5-6 8-6 1-0 2-fl 3-0 , 4a-0" 6-0 7'-6 10-0 10'4)" 11=6 .;, p p (5 ) uniformly j q 9 z -1 ..� 250 1'-0" 1'-0" 1'-0" 1'-0" 3'-D" 4'-0" 6'-0" T-0" 10'-0" 1'-0" 1'-0" 2'-0" 4'-6 T-0" $'-6" 10'-6" 10!-;6" 12'-0" one maximum size round hole may be located at the center t f the joist span provided no other holes 350 1'-0" 1'•0" 1'-0" 2'-6" 4'-0" 5'-0" 7'-6" 8'-0" 11'-0" 1'-0" 1'-0" 3'-0" 5'-0* T-6" 9'-0" 101-6" 111.4" 12'-0" occur in the Joist. j d a (2) 2x TOP PLATE SEE WALL DETAILS ; °C f ( ) 14" 550 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'-0" 5'-6" T_tl"; 9'-0" 101-0" 121-0" 12`-0" 13'-08 { w w v0 O P O y O o F d A V 1000 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 3'-6" 4'-O" 7'-0" 1'-0" .1'-0" 2'-0" ` 3'-0"s 4'-0" 5'-0" 71.0" . an . .9'-0" '. ALLOWABLE HOLES . Beams l a nd Headers z �� " `� �, '� `� �� Ai '� `� 1 N i R 1 R I R ' « / N " f « / N 1 " f R a « ' N « ' " '. R 1 R . i 1 / . / . A AL /A. /A. A. /A. /A► 300C 1-0 1-0 1-6 2 3-6 4-0 5-6 6.0 10-0 1-0 1-6 3'4" 4.0: 5.6 T-0 9-6 10 11-6 Zx diameter of the largest hole(minimum) ¢ Z °w Y =MY—�°-++"`—'°'��°°—�°""- 400C 1'-0" 11-0" 1'-6" 3'-0" 4'-6" 5'-0" T-0" 8'-0" 11'=0" 2-0" 3'-6" 4`-$" 6'-0" 8'-0" 9'-6",,.11'-0" 11`0" 12'-fl" gl' " w 'rill SIMPSON TYPE SP1 OR EQUAL 113'-66"" i 130 1'-0" 1'-0" 1'-0" 1'-0" 1'-$" 2'-6" .3'-6" 4'-0" 5'-6" 7'-6" 1'-0" 1'-0" 2`-6" � 3'-$" 5'-0" 6'-0" 10'-6" 10'-!5" 12'-0" �'- ? ` 1 R i R i « / « i « i N i R i R R 1 R t « 1 R t N i N i R N 1 R I 11 t R j # %depth o o ,' 250 11-0" 1,0" 11 0" 1,-0" 1�0" 1�0" 3,6" 41-0" T-0" 91 6R : 11.ON. 1�0" 'I`-0" 2�Olr. 51-0" Ty0" 111-0" 111.0" 121.0" . , N j z w w 18 SIMPSON HEADER STRAP MSTA18 OR 350 1-0 1 0 1-0 1-0 1-0 2-6 5-0 5-6 8-6 10-6 1.0 1-0 1-0 3-6; 6-0 T-6 11-6 11-6 12-6 13-6 a 0 Allowed hale zone p CC m � g EQUAL 1S" $50 1'-0" 1'-0" 1'-0" 1'-6" 3'-$" 4'-6" T-0" .7'=6" 10'-0" 12'=0" 1'-0" 2'-6" 4'-6" 6'-0'p;. 8'-$" 9'Y6" 13'-0" 13x" 14'-0" 15'-0" o ; o o p -, !9 r 3 depth o ° 1000 1'-0" .1'-0" 1'-0" 1`-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'ifl" 5`-6" 1'-0" 1'-0" 1'=b" : 2'-0" 3'-6". 4'-6" T-0" T-6" 9'-0" 10'-6" ° i 2x BLOCKING _ 3000 1'-0" 1'-0" 1 1-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" $'-6" 1'-0 1'-fl" 2'=fl" 3'-0": 5'-0" .6'-fl" 9'-6" 10'-lo; " 12'-fl" 13'-0" I 4000 1'-0 _ 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 5'-6" 6'-0" $'-6" :t 1',0 11_0« 2'-0" 3'-6". : 5'-0"; _ T.-0" 8'-6" 12'-0": 12'=6" .13'-0",14'-0" �span Allowed hale zone ; span ill 2 4" S" 8" ( 10" 12" 143/4" 163/" - 2" . 4" 6". 8" .10" 12" 14%4" 16 ". -. ..-.. -. `Y :zel " —� 350 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 7`-6" 13'-0" 1'-0" 1'-0" 3'-0" 8'-0": 13'-0" 15'-0" 17'-6" �, / jr z WINDOW OR DO ; L� OPENING DOUBLE JACK STUDS AT OPENINGS OVER 18" 550 1'-0" 1'-0" 1'-0" 3'-6" 6'-6" 10'-fl" 15'-0" 1'-0" 2'-fl" 6'-6" 10'-6"; 14'-6" 16'-fl" 1$'-0" ROUND HQL,E CHART Lii 61_p» 3000 1'-0" 1"-fl" 1'-0" 2'-0" 4'-0" 6'-0" 111-0" 1`-0" ;: : 3'- " : 6'- ". 10'6" 13 " 16'-6" BEAM DEPTH MAXIMUM ROUND • For uiiforml} loaded beams oni'- " '- " '- " '- R ,_ « R 1 " 1- «;; " N « Y 0- 8 3 1- 0 5.6 ; 9-fl:, 13-6 15-0 1T-0 . —I 1 « 1 « '. « 1 R 1 R 1 R ' " / « t « 1 « , " • t 11 ' « 1 « . « ,1 « 1, I ,f (2) �SIMPSON PHD5-SDS3 HOLD DOWN W/ 350 1-0 1-fl 1-0 1.0 I 2-6 6-0 10-0 14-6 1.0 1-0 1-0 f. 6-0: 11-6 15-0 1T-6 19-6 \45z3t/s22028," 1" • Rectangular boles are not allowed. F --11 z - 5/8 THREADED ROD (EA. CORNER) 20" 550 1'-0" 1'-0" 1'-0" 1'a0"; 3'-6" 71-0" 12'-0" 16'-0" 1'-0" 1'-0" ..-4'-0" 9'-0 14'-0' 1T-0" 18'-6" 19'-5" " 13/a" w G.. " ' Q -� 3000 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" $'-0" 12`-0" 1'-0" 1'-0" 1'-6" 5'-0 9'-0" 12'-6" 16'-6" 19'x" „ • Holes=in cantilevers require additional anal sus z N Q 4000 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0". 10'-0" 14'-6" 1'-0" , 1'-0" 4=0" 8'-0'�. 12'-$" 16',0" 18'-0" 20'x" 20 2" x. y O (�`� U � 2x6 s WALL STUD5 C� 16 o/c � x �..rr f- _ � � Seel illu>$tr8tion for Allowed Hole bane Lu (2) FULL LENGTH STUDS TJI ALLOWABL _ OLIS AND PLNL • RATIONSf y 4 w• V .4 t r 1 S 5 } 1/ 'mil ,, I iL.iL..rr z II2xCONTINuOusSILLPLATE ' t z 111111110011111, PLYWOOD FLOORING SEE WALL DETAILS ' ro ? I ROOF RAFTER t 16" O.C. SCE WALL DETAILS Z m FLOOR JOIST SEE WALL DETAILS ,t IIii � � 1 SIMPSON H2.5A HURRICANE -.CLIPS � w 02 ' r �: (ONE ON EA. 510E STAGGERED) I : z U 0 -r- -�- -�+r -�- -�- 4 #: OR (1) H 10 CLIP PER RAF TCR A 1 i i LA- —! '�� '�'��m9` p" (2) 2x TOP PLATE SEE WALL DETAILS r o (2) 2x TOP (MATE SEE WALL DETAILS ; t P 1 i °w ,j y z, `` v All. 1.�•..J II I N 11 N N II II N N I . z O , x 7 F x + x > x s AL� Iii,—�iI min ii�ii��ii�ii� ?iii 1i �i3�GlF�ii�'.� r � f � (�". ' w ill u crr ` LYJ If SIMPSON TYPE SP1 OR EQUAL TI SIMPSON TYPE SP1 OR EQUAL , i w ELI U, rt $ ir— 1 - 18" SIMPSON HEADER STRAP MSTA18 OR F I 18" SIMPSON HEADER STRAP MSTA18 OR = EQUAL = O `ao� �I EQUAL :m m O ra +� ,, 2x BLOCKING z 2x BLOCKING g .__, A 1 Jr- ir . .. . , i .,, ., ,;„: . 1 , Al CI o V) z WINDOW OR DOCI , a cc g I . ° : OPENING DOUBLE JACK STUDS AT OPENINGS OVER '6'-0I, ! I-- . ,} 0 REVISIONS co DOUBLE JACK STUDS AT OPENINGS OVER :. z I 6'-O" f 0 2x6's WALL STUDS i� 16"o/c A a 2x6's WALL STUDS CAA 16"of o , gi I I Lr WINDOW OR DO V (2) FULL LENGTH STUDS �- (2) FULL LENGTH. STUDS r a/ „ o I OPENING W 1 I``- » _ t s' SIMPSON PHD5°-SDS3- HOLD a DOWN W/ 5/8"S ,7.r_1.I:�►L•1II•1 .:6 Li • X SIMPSON PHD5-SDS3 HOLD DOWN W/ 5/8 0 v .: ANCHOR BOLT (EA. CORNER) HTT16 Q f: -': ANCHOR BOLT (EA, CORNER) HTT16 h T ::NO. ALTERNATE w L. ALTERNATE a MMEMEMMIIM �� w �■ �� _ — n r•M x BLOCKING { ��► x BLOCKING �� 2 � ,�� 1MPSON TYPE LSTA12 OR EQUAL QA :� 51MPSON TYPE LSTA12 OR EQUAL a}— - - .(74.2%��:20t�8 PIP » � � �� 5/8"� ANCHOR BOLTS SPA��D PER CODE w/ � �, . ..�$- - 5/8 � ANCHOR BOLTS SPACED PER CODE w/ • � II " » " W :�.kb -., -,-,„._" " R N T fi' 3x3 x 1/g SQUARE WASHER & NUT W 3x3 x1 8 SQUARE WASHE 8c U r/ t • � � � •C?ESiGN�o 9Y: Y,.2x CONTINUOUS P.T. SILL PLATE �! �: x CONTINUOUS P,T. SILL PLATE J ry iiiI •II W DRAWN BY: -- • 'r. .5 { Ciry.Crl O 5: F i. i .t .5 0 �a .4/�,mv — .-1 J J J J J .-I J J — J r . 9 CORNER WALL CORNER WALL �` Lo: *.TYPICAL WALL ASSEMBLY WITH OPTIONAL STANDARD STRAPPING O : 6 STEM WALL AND SLAB TYPE CONSTRUCTION SHOWN I t j o FOR PIER TYPE CONSTRUCTION ANCHOR BOLTS TO BE LOCATED AT PIERS z I € § OF STRUCTURAL J REVIEW cc a i one 1oR: SIP€ at All 11 oar cc z cn Farm GENERAL CONSTRUCTION NOTES: w z o FRFO x O NOTE:ALL STRUCTURAL MEMBERS&ANY ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF F- m .�a�°i EXTERIOR MATERIAL SHALL MEET OR REVIEW FOR CODE COMPLIANCE ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT. 0 w z •2,S�ti/�/ a ) c O 4 v � lam`- .� / 0 0 t,1 .,.,k ,ts? / � � 1f�Inl ' O l lsi' CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS. 15/32" CDX PLYWOOD OR z m 4/CH " , / EXCEED A 130 M.P.H. (MIN.)WIND LOAD& �I 1lI I tI E, o ° lasi4 f aid MEET OR EXCEED ALL BUILDING CODES t vIiolaI II c, trued r 1si1i , CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY SEE NOTES FOR 7/16" OSB ROOF SHEATHING o w a AS ADOPTED BY THE CHATHAM COUNTY violate, cancel, I or set Id FUNDING INSTITUTION COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT. NAILING PATTERN cr PER IRC CH. R603.7 BUILDING DEPARTMENT, INCLUDING IRC 2006 applicable codes ordinances•1h GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. (SEE ARCH. WALL SECTIONS) w Ig1er►�IlEI ll � l� d >- w U &SSTD 10 99 STANDARDS. as a warranty or 0 ra tee GENERAL •CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES ~ ,.., ..... -, „ „� ��. , ., • � �� Reviewed By • Date BEFORE STARTING WORK, NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. --- (2) TOP PLATES m X 0 c� ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IRC 2006 CODE, OSHA, ACI, AISC AND AITC z L.L. p �e C� ® p NOTES CODES AND •REQUIREMENTS AND ALL APPLICABLE STANDARDS. � SIMP SON HURRICANE O ci _�EIVEt-tAL Tt-1�����11�L iV�T�S CLIPS (EA. RAFTER) 0 w H RESIDENTIAL ������ GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR 4'-0" • 11111 wc[ wcc P4 ALL {�� s � DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS. cc 2- cc• CHAT- AM COUNTY, GEORGIA t°#E� -1•0a A`�i? '¢ `7' i w U "�z 3 .. °`` �` °;uxz `` SUBGRADE PREPARATION NOTES: 15/32" CDX PLYWOOD OR O �n 5° ' ' ZOj,C, 2--'_m',,, r 7/16" OSB WALL SHEATHING E__ cow 0 { y� lv„r °`f"C sS AND yg4`}ag7i$e��l Fl¢b'..,t yg Ile d'R{R['SP+y- b6'w LJ �+ �G &IdaY.1 OF l;;to v'}fld:"��31 u��&'�.sti-9 Ci, f4.�`FI4`j REFER TO GEOTECHNICAL REPORT FOR SOIL INVESTIGATIONS RESULTS AND SOIL PREPARATION REQUIREMENTS. PER IRC CH. R603.7 w (SEE ARCH. WALL SECTIONS) "' ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: ' o O z w`° PRIOR TO CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED J w d (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC-2006) W/ GEORGIA AMENDMENTS OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DERBIES. cC Q II -/-: o (B) SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDlNG WITHIN THE CONSTRUCTION AREA AS RE{�'D. z >- -J 0 . , 0 o o B STANDARD FOR HURRICANE RESISTANT RESIDENTIAL O L- u- I) Z o 0 CONSTRUCTION SSTD-10-99 AND TO FACILITATE THE STORM WATER RUN-OFF. r cn E ¢ Q Q) o c�°' (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND SEE NOTES FOR w > w J O IF NECESSARY, THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. w o v *-' m Z TWO-FAMILY DWELLINGS (1995 SBC HIGH-WIND EDITION) DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER. NAILING PATTERN w c, �z`-'• H r-L1 .h=- z 0 „ �; o>LL ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACK FILLED WITH APPROVED z a 05 o SUITABLE'BACKFILL SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED 4'-0" O < o w J DESIGN CRITERIA 2006 INTERNATIONAL RESIDENTIAL CODE TO 98% DENSITY IN ACCORDANCE WITH ASTM-D-1557. WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) < ° CO CO o to co N FOR ONE AND TWO FAMILY DWELLINGS THE. EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED. r' 3"o/c AROUND EDGES AND 6"o/c IN FIELD o H - w '>o Q - '‘'' °a ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER. OR = O u I- , °' 1. FLOOR DEAD LOADS: _,` WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS (TWISTED SHANK) W O z (- COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF PARTITIONS 20 PSF '' � 4"o/c AROUND EDGES AND 6"o/c IN FIELD w 0 I- FIXED EQUIPMENT ACTUAL WEIGHT 98% IN ACCORDANCE WITH ASTM D-1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE -I - F-- 1' FOOTINGS AND SLABS. U ¢ v :f.. PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING U FINISHES ACTUAL WEIGHT 1 w cn D Z- ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY I-- O cc D Ali 2. FLOOR LIVE LOADS: THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE ''�r.,■ Oz I-. co z UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 98% OF ITS - O D O O 4 1: LIVING ROOMS 40 PSF 0 Y. DENSITY (IN ACCORDANCE WITH ASTM D-1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE , SLEEPING ROOMS 30 PSF ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED 'Z ATTIC W/ STORAGE 20 PSF DENSITY. v ATTIC W/O STORAGE 10 PSF SHEATHING NAILING PAI I ERN _ DECKS 40 PSF ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF BALCONIES 60 PSF 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DERBIES.ALL OF THE FILL FOR THIS GUARDRAILS & HANDRAILS 200# PROJECT WILL BE PLACED' IN 12 INCH THICK LOOSE LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. 3. ROOF DEAD LOAD: THE DESIGN SOIL BEARING PRESSURE IS 2500 PSF. ROOFING - 2.0 PSF DECKING 2.0 PSF ui INSULATION 6.0 PSF CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: z HANGING & MISC. 9.0 PSF FRAMING 5.0 PSF CEILING 5.0 PSF ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED FIXED EQUIPMENT ACTUAL WEIGHT OTHERWISE. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 318. 0 MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT 0 >. 4. ROOF LIVE LOADS: THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN 0 TRIBUTARY AREA: LIVE LOAD: ACCORDANCE WITH ACI 305. 0 E Li TO 200 SF 20 PSF w 201 TO 600 SF • L r = 20 x R 1 CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/ENGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. z R 1 = 1.2 - 0.001 A t WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR w z (400 SF 16 PSF) QUALITY OF CONCRETE OR CONCRETE SURFACES. OVER 600 SF 12 PSF .. w al jr- CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES ' 5. WIND LOAD: INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH FOR EXPOSED INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. 3 SECOND GUST WIND SPEED Vas = 130 MPH 0 ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH EQUIVALENT BASIC WIND SPEED V fm = 114 MPH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. z (TAB. 1609.3.1) GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE o ROOF NET UPLIFT = 20 PSF EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WITH EXTREME CAUTION. c WIND LOAD PER IRC 2006 UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, cc WINDOW AND DOOR DP RATINGS PER IRC-2006 GRADE 60. a. gez UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM w WIND ZONE - INLAND WIND ZONE - OCEANFRONT TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI SP-66, I1-- - 130 MPH (B EXPOSURE) 130 MPH (C EXPOSURE) LATEST EDITION. BASIC WIND SPEED - MPH 3 SECOND GUST BASIC WIND SPEED - MPH 3 SECOND GUST ` ' ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER w MRH ZONE(4) ZO\1E(5) MRH • ZONE(4) ZONE(5) BARS AT ALL CORNERS. 15' DP35 DP45 15' DP45 DP55 PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED cc 20' DP35 DP45 20' DP45 DP55 a 25' DP35 DP45 25' DP45 DP55 DIRECTLY AGAINST GROUND. 3 0 0' DP35 DP45 30' DP50 DP60 x w 35' DP35 DP45 35' DP50 DP60 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. w 40' DP40 DP45 • 40' DP50 DP65 WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED H 45' DP40 DP50 45' DP55 DP65 TOGETHER. 50' DP40 DP50 50' DP55 DP65 DESIGN PRESSURE VALUES LISTED IN TABLE ARE POUNDS/SQUARE FOOT (PSF) ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. w HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. 0 \G a REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE-BARS AS REQUIRED TO SUIT cc ti \ SPECIAL CONDITIONS. w cc A A CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE HO N REQUIREMENTS AND THIS DRAWINGS z\La Lu 1ST FLOOR 0 1ST FLOOR FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED o z AS REQUIRED FOR WORK SEQUENCE. A = MHR (MEAN ROOF HEIGHT) A = MHR (MEAN ROOF HEIGHT) WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES REVISIONS 6. SEISMIC CRITERIA: (2006 IBC - SECT. 1615) SITE CLASSIFICATION: SITE CLASS COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES "D" ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO IRC 2006 CODE, SSTD-10-99 AND AITC MANUAL FOR AVERAGE "N" VALUES: BETWEEN 15 TO 50 ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR • SPECTRAL RESPONSE ACCELERATION: Ss = 0.2, S1 = 1.0 BORED WITHOUT ARCHITECT'S APPROVAL. 0 Z SITE COEFFICIENT VALUES: Fa = 1.36, FN, = 2.06 BUILDING DESIGN CATEGORY "C" THE ENGINEERING OF FRAMING MEMBERS IS BASED ON # 2 SPRUCE OR #2 S.Y.P. FB = 1200 PSI, LEHEOMEDEMMOK E = 1,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT BEFORE USING. J TREC NO. LUMBER SPECIES AND GRADE • ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN co 1004-1241 -01 ACCORDANCE WITH ASTM A-153. U DATE: STUDS- No. 2 OR BEI IER. SPRUCE, PINE, FIR, S.Y.P. 16" O.0 MAX. NON BEARING PARTITIONS- No. 3 ANY SPECIES 16" O.C. MAX. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS WILL BE Z 04.26.2010 JOISTS/RAFTERS- No. 2 OR BETTER SYP 16" O.C. MAX. PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP-2. • Ed W W SHEATHING Z DESIGNED BY: ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET MIN. 15/32", LAY WALL SHEATHING HORIZONTALLY WITH ALL EDGES THE REQUIREMENTS OF PS1-83 OR APA PRP-108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER Z SUPPORTED BY STUDS OR HORIZONTAL BLOCKING. WILL BE CLASSIFIED "EXTERIOR". APPLICATION WILL BE IN ACCORDANCE WITH RECOMMENDATIONS ....1 PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE "EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS W DRAWN BY:rc FASTENERS WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 3"o/c AROUND EDGES AND 6"o/c IN FIELD Q FOLLOW IRC 2006 TABLE 602.3(1), USE MANUFACTURED SUPPLIED FASTENERS FOR CLIPS AND TIES. UPLIFT RESISTANCE MUST MEET OR EXCEED CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO 0 0 CHECKED BY: TABLE 602.8.2 1-3. THAT. IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL 0 TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. ''- Q ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND GIRDERS SECURED N SHEET NO. PRIOR TO TEMPORARY BRACING'S ARE REMOVED. © TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER. t3 D 0 STRUCTURAL -, REVIEW J rz Q 0 0 (n D Cr O ( .. k� ,2yQ\ 0, IE- O U 1 4 CO W h .: ,,,,‘,/0ccF ,p� Lta � : . �A,p II z � 0 + O 001) 'I 0_ wI- c> � pW . coz Uz - Q ° Ll Co � w 1-- 0 • 2 2 L M --J-1 ° Oz `° w 0 Cd bQ 0-< _, ocl- 51 '-10') II a) Z°! » r » r rr r rr r » r » r rr ' " r » ' r U m Z rn 16 10 —2 5 —2 3 —4 7 —8 7 —8 7 —10 2 —0 5 _g 1 —10� a bA o ,fir / r / / i F— z ° p o>� vi � za w ��o 3'x3'x2' CONC FOOTING 2' WI E X 1 ' DEEP FOOTING _ _ _ z o z '"Q 20 max. ! <1.. hP 1 o I • °. ° d.4 4. e d I .r.• o. a ° a '° • a �' Q a,.Vii_ 1 sa ij s 1 i aIj 0 U U N �' �_ 4 .v I I I k. :{' t :''`,47,-,4,,,,,,: s.` ; � �3 xj v f 3 O CC _•r ° •/ T W `1'a � .�f.,a_...1.[_/�1i_ � '1 :i.� .. .v l cli i' I J•:✓'�?-? n uj�;th' FiG 4a ® ( I -I 3- ?a.i };��,ag��' �L/b - u ..i,( ,.k, :3 „sit.• o �a ° ?1 N- I. • 'IL �' •• • rr) 4 ° 4 4 , 4 ° ,e •° 4R_ d d• °' 4 J^ 4 °� • d 0 4. 4 4 . ° 4 1 4 H .' I I r rr —1_d— • a r — — i ' ri r 1. • 4. .{- r rr ° ° _•_ .— ' °�. 8 —1 —.°- 8 — 10 —2 -, r -12-=�$ — = — — °7 a 9 1 a l I I I I- N r _ _ _ — . • _ _ d FOU ATION NOTES a 1 — © _ i e ) I I o z 4 I ... ° • °a-•. a -... J . I I° L. .° 1 ! : • 1 1 In D �, 4. 6, :• °: �Q. .. I I d • ! 1 ) 4" T- IC C, 3,000 P.S.I. CO\CRETE SLAB REINF. W/ o > rrq L . ;� . 1 g -1 14 I I ! I i 9r , , ! ; °I r i _ —° i I 6x6 #10/#10 W.W.M. ON 6 MIL POLY=T- YL=[\ E 0 o 19'-1L'2" ... I 5'-4�° / 12'—0 / I 12'-10" I° 4'6./• •I ro VAPOR BARRIER ON CLEA\, DRY, EC — r° ° I I 1. •I 0 .. . ° . r- COMPACTED, TERMITE TREATED EARTI- FILL. z I F.. ► 1 I CV I i 1 1 4 i I 2)24 DEEP X 16 WIDE CONTI\UOLS vO OLIT- IC 3000 PSI `�d4 1 1 . 'a. . •• •• ' • •• I 1 t4 . .L° ' ' .0 P? iso 0 ! i Q 1 1 a. - � c ' r .• CO\CRETE FOOTI\G WITI— (3 5 RODS CONTINUOUS S.=T w 0 \ ► a-! -1 ° `"� . J ._ I4. ° • ' I ' . 1 ON ROD C- AIRS. CONTRAC OR S- ALL VERIFY SOIL th �°'� a BEARING CAPACITY TO BE AT LEAST 2500 PSF 2••14 ! ° ° ° 4°. a 4a d •dCQ 44 n 'Q. .. I•• •• - i BY A LISCI\SED GEO—T=C- f\ICAL =\GI\`ER 0 I • I • •. tl ; }•° ° a d ��'-0" • a `f 4,-4» n6r_2„ a • 1 1 -,.• ° c- BEFORE POURING FOOTI\G. z CE D I 8 DEPRESSION` a\ Q • :'° N 4 d I 3)16"x16" CO b I .4• • FOR ELEVATOR' Q ° ° 4 41 r- 4 I 1 CO I I .. 1 d• 4 . 4 :° O ° '� :.. ..b.• . . ., • : 44 •• • a. 41 IG• 41 4)24" DL-EP X 12" WIDE CO\TI\UOUS MO\OLIT- IC 3000 _PSI Q �` Er O� 4 a° I I WIT-14' 4 . • 4.. . . 4. ' . • I °••• . a • •i �. . . ' .� d • 4L CO\CRETI FOOTING W (2) #5 RODS CO\TINUOUS SIT z Q ► 4 4 ° 4 4 ° 4- ,^ 4 '° 4• 4 �- - --� .. L • J • '.4 I ON ROD C- AIRS. CONTRACTOR S- ALL VERIFY SOIL••4 I•. e (J ° • '° ...�i-i./: 4 4 4 .. L •° d ° ° ° 4 d�', dd 4 4 a i \_ BEARING CAPACITY TO BE AT LEAST 2500 PSF CC rtn Z L.....T.1.. _ _T� _4—Q_ A: \ °� - ° �° - BY A LISCINSED GEO—TEC- NICAL ENGINE-7R ° BEFORE POLRING FOOTI\G. Ok •14 . ° 1 x • �Ill' J1 . : . . 4 . O OD .. CO 1— nral 1 4 a(• •_ d.. 'Ad • CD A \ _a \ \ W 0 o 0 CC 0_ W CC / /12'-6,r 12'-10" / o 14'-2" 4,_Or> Or_4rr f 27'-4rr ,` ° z —0 ° 51'-10" REVISIONS FOUNDATION PLAN SCALE 1 /4" = 1 ' . U z 5. utC. •. _ 1. h JTREC NO n 1004-1241-01 2 0 V DATE: z 04.26.2010 cc W z DESIGNED BY: CONTRACTOR SI-ALL INSTALL EXPA\SIONS JOINTS z IN SLAB AT EVERY 144 SQ. FT. OF AREA MAXIMUM W J DRAWN BY: miff co' TIMBER PILE FOUNDATIO\ DESIG\ TO BE CO\ FIRvED BY G-O—TEC- \ICAL SOIL REPORT PRIOR TO CONSTRLCTIO\ CHECKED BY: c 0 N SHEET NO. SEE BRANSON DESIGN DOCUN =\TS FOR STRLCTURAL REQ. 0 cS ................... 2 ... 0 0 STRUCTURAL REVIEW J CC <L m r wzo :` f o7o . l0 0'1 QWCC f 6,,g'cER x 0 H- ` ,b. i_ 00 . ._ zww ca = ►�ENGtcb o 4 #5 REBAR 16" X 16"CMU � 0 •� ,, ��cHAEL ' � t r. POROUS CONCRETE PAVERS ' -----try___At.„4„: ;I" 1: Jo 4 PLAN OF FOOTING - m - z `� zip `" 4" WALL AS SPEC. �S3 ° ,� �°°+ ) c' " 4 THICK 3,000 P.S.I. CONC. SLAB <,,,.t:al REINF. W/ 6 X 6 #10/#10 W.W.M. , ____ __-- »f f „ 3" CLEAR ADD REBAR U I ON 6 v ILL POLYETHYLENE VAPOR • a �/ z z BARRIER � � AR EAR Q o a . , -..: -, 1 . - A * . /\\ / Oz I-- _i 2 (9 c n u .. / / lj\ N / \ \///CLEAR a / � � � ° 0 u CLEAR , DRY, COMPACTED, TERMITE, \\ \\ \ \\ . .� : a \\ \\` 4 #5 REBAR EW //' / W Q ¢ °°'t TREATED EARTH FILL \ \ \ a \ \ Q z MI\ \ \ \ � Q \ \ /, 2 #7 REBAR ``� I / �, > J - , '/\,q \ \ \ � a \THROUGH PILING \ /\/ y o o o;- ` _ _ °e \-1// ( III t- z � � TI::- �10:',.\ ��j\���\� \ \ \// LOADED 1 FT FROM 3 5 CON T. //\//\/ //\//\//\/\ \/ /� N / Q Ai Q o w ( ) \/�/�\ \��/�/\/\ /\\\ \/ TOP OF PIER a o (3 CLEAR) / //. „ // //, \/\ \e., , W d 12 \ / 4 /_,/\\ \ [ _ 1/� \ /� ►— 30. / 3 —Q o I [- pz1— \ � ,-- Wzo = J J — t— i',- L\ --i\ (1 )vIONOLITHIC DETAIL \/ ° P z z `'SCALE 1 "=1 '-0" 4 #5 BAR EW �� //>\ ` \ \ \ \ \ \ \ \/ 0000 \ / // / / / / 2 #5 REBAR CONTINUOUS \ / \ ' / \- '' ' /\ /\ /\ i/ " \ \// // // , , , /i, . WOODEN PILE BY OTHERS \ L 11,. z ROzzE: DEPT- OF PILING TO BE DET=RMI\ED BY ■ ALTERNATE FOOTING DETAIL `/5 5.- SEE ARC-ITECTURAL DRAWINGS >. SCALE: 2"=l '-0" GEO-TECHNICAL SOIL REPORT OBTAINED BY z 5 (3 FOR DETAILS a0' GENERAL CONTRACTOR o OM... cr .• z E P.T. W 0. 2x6 SOLE PLATE z �i� w Oli W thcc V FIRST FINIS-ED FLOOR 2 #7 REBAR LEI / 3,- 0" ii D E m _Y i \ z o 5/8" G #5 REBAR i 5/8 ANC- OR BOLT �` \ Q A Luz 4. -,• _ _ 16" T.J.I. FLOOR JOISTS AS SPECIE ED \`\\ . ��2 BY GENERAL CONTRACTOR W/R-38 `\\ • a ��/ wa FIBERGLASS BATT INSULATION BETWEEN a \�\ . / 2 471 C \\` � L� �i� c1 gaiii UMW P.T. PLATE 2X 4 #5 REBAR Se4! _ _ - - - - _ --I_�- _ -° _ W �° 1 \\\, �i� III 16"X16" CMU GROUT FILLED a �� - - - - � a n < o I co if 1 a H 11 �� ,� II m o 4 #5 REBAR I I I \ I ! II I OW 1X4 LATTICE = = I I I 1 III � `� ,. ' d N 0 LO /� W = - PE a ———\# - R. ., i \ I 7 Q . o WOOD PILING �// \`\ 1 ! Z a NI l-4 IT ET-71-1 _ .I:\�_ _ ->-- - - - _ - - - -_ POROUS CO\CRETE PAVERS PER GEOTECI- LAICAL REPORT Q / / 4 \� " I ill i h \ \ 4 #5 REBAR I = = I ` % \ \ REVISIONS FINIS- ED GRADE �% `\\ A --- j /� \� /// <l \\\ \\/<.\\ / /f/ d \a :-' k\l(< /\ \\ ^ /\//.\ /\//.\//\/\ / 2 #5 REBAR , A d 12=3:22E=EMIE � I �\ ° 4 : 4 16 X 16 C 1 U GROUT FILLED Q /j \ l/\/ a �, 4 Q I Q q ::: N•\//\/ \/\ . �'� . kti../ 4 4 I •. °: . Po 1 004-1241-01 X\ /\/\/`1<3° . Q, 4: \ 0—_: ALL — ARD WAR- 10 B _ STAI \ L_SS STS 1-L 8 DATE :_; eft #7 REBAR/\/ a\ �/ , ,/ �� �,� , ,/ , ,/ ,/ a/ \��,;/ OR GALVA\ { Z=D 10 V { \ . OF 1 . 8 OZ. /sQ. 04.2�.2a�d ' n` THROUGH PILING \\/\ /\\/\/\/\ \\/\/\/\/\/\\/\/\/\/\/\\/ F I . Z I \ C.. // \ j\ �\\� \���\�\\���`/\//\\//�\//�/ �4�PLAN OF F00 TI\ G REF. S1 A \ D S2 =OR =X T=R I 0 R W It \/\/ \ \ / /\ — — — z DESIGNED , \\ \\ \ � \ \ \ \\\\\, �` /� � S3� SCALE. 2"=1 ' o" S — _A [ — { \ G \ AILI \ G PATTER \ S 2 nr WOODEN PILE //,//, �,/� , :/� /: /:/ � � PER GEOTEC-i\ICAL REPORT (3)ALTERNATE FOOTING DETAIL _ _ tl I‘ 3 CONTRACTOR S — ALL PROVIDE BRA\ SO\ DISIG\ w DRAWN 64- Se li S— OP DRAW \ GS 0= —J SYST`V =OR 4,,,,„ ° # © CHECt ED * ''- -+•i Alli TYPICAL WALL SECTION PR =VIEW PRIOR —0 I \ S ALLA-10\I . . . . � Mr SCALE: 1 "=1 '-0" s O ' ..5: S , is SHEET ,''* SEE BRANSON DESIGN DOCUMENTS FOR STRUCTURAL REQ. 8