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Violet Street 1158 - 1160 v N 73 u � pap co f �r U l Y � 1 tu � � U to - - LU w I r� Z,- ` Lu LLJ` � t�L7 r � 1 R O BEACH CI'CY�OFPAYLANo��lc� I IV G - 03 RE51DENCE for LLOYD -- E I 94AE3 -- LEfT 5 at Wf-5T ATLANTIC BEACH96 Atlantic Beacl� lorida � r by : BE5TCON , Inc . U) © M , VED city OfrEl�r�tl� i! ®�if111� � c h - 57'-- - -- - I ' o } I G1.4 2, --- _--- __ _._ — —-- I N I I 2'—�1'4-J I y 11, I I I I I I l m I I I z i z r FoI � � 2500 P51 CONCRETE w/ I r � I I fIDERMESH OVER COMPACTED , � g n ; � w I FATED 501L � G MIL VISQUf�N � r- z i � a m I -- — _-- ---- --- —J I o I ,— lu I v I I cv I L I I I I o_ w I _ cn o Q I I 5LAB AREA � .n...1w 1 X1.51 5cl ft j I f.-,. —j -3 kD I j I I I I 9 18 112 10112 3,3 i I r — — — I I --------------- --- — _...-- -----r-1 -- 313 1/21 I z HVAC PAD Q - - —10112 I I r z —4'3 1/2 cn I i_T I m � a Jr 16'4— _. I6'�4 112 - -- 16'7 112 51g — ------' - - 55'------- 72 1 �/ 2CPZ V F I � wv w��►� T2�5S { � I.AYUvT. i O 2x4 PT 5111 w11/2" x 10" <� u Detail 6 anchor bolt5 32" OC or Detail c Detail D Thlckercd Stab � f 11211 x 7 fledge mud 501 anchors 24" Detail A bolts a@ 32" OC W/ 211 IW OG __. 20" x 12" Morlallthtc ' - Y� footings w/2 - #5 �� v�_� . 1211 x I G" CONT. 1 _ #5 Rl~ Q) T#�rckeried fraot�ng _ mbar N w/ 2 -- #5 CONT. • ' �� 1 /#5 FOUNDATION 5LAB u 04 5hearwalls narled at G4 oz- on ed9 e,s and 1 in o t °C.C. an intermediate suppcirtsw av,th did � � m common na115 uilu HnuEHMEHufflHEDj= -n u- in 5hearwal15 Furled at 8 o.c. on edges and D 0 001f — 19'6 1/2 14'i O 12"ox, an mlerrneci,3,e Sur portsw w,th 227 112- common nar15 o W I I'G — 3'4 519 1/2 Gla!55 block-, ------------------- 6808 �------_---------------�- ---- ------ /i I 3050 I ra i \ W4230 W3612 WR1230 W3012 w3fi.30 —�_--- -- W C>&W473s 6DRi236 1 a�eo3o3c Sloped Ce-ihcgn // I P 1I--ADER TO CRIPPLES WI7'rl 42' _) ar;0 l t i 'n"f) C,','fvLAPS ON Sloped Ceding ll u I \ I `° GREAT ROOM GARAGE 2 I'I I x 13'4 j aI Lu 19'2x IO'l0 - - - _ -, N i� I I z tu \\ KITCHEN 11 j`' I — ? — I \ 14'3 x 10'10 I O' CEILING ► I O W PLATE Herrn- y'-o° f PLANT 5HELF over I u O' I \ 2868 PLATE HEIGHT- 7'- I aJ I A0 � d aQ � - .-------.... --------- ---------- 5`4 1/2 2'2 1/2 14'1 1/2 0 314— 4'6 W T^ 2'2 3, 1 O' CEILING - - b 8I--J----�_---•-_-- __HALL__ 2' 2 -- � I O N 1 7 20'4 x 3'3 �G,5 ' ��VAULT 1 -- -• \ / 2868 _ _ .. r MI o... m i-_. ---_-- _--8'-�-�- I � 2668 I � Ng) I ---�- ��.—.-...— .�_.—_- _—__— I 01C ILING- � m I '� -I I v I I am MASTER BDRM + I I BEDROOM �' I CL SET `j 15'I I x 12'1 _ + 105x 117 1 �N KY \ 5' x '1 1 "' I I I I I '1 1 x 5'1 1 w I \ I I m UP � (� W (, I ju Circle Tap ( _ \ � I cv � Window I ' BATH I z 08242 1232 0082432VAULT 4'1 I x7'1 1 3068 F3EDROOM TREY .22 .22.3. a22 I IDY CEILING p �- — � _ IIIIx1011 � I I m I u_ w ; J MA5TI~R 13ATH '{020 iSZ 5'x 9 I \ ► ► _ 1 to i— PORC CQ Xg�T At75TBtV�1jriPScjiV 3i1¢¢- -L ;3'I I x�F"7.y. j Sloped Ged---- t \ I J 1 M. I __ Fourr:USI~( SIhApSUV t1O 305 I __ — IV\- �v I a ' \ CLif'SAf�1EADE�. —_ �—�— -- -- _--- _ _C9_� � Gahngat8'-O" O\ \ I I Uy m I. 76 above shower 04 I'I I 1/2 m z 2'I8'3 112— LIVING AREA 2'9 1/24, 2'G 1/2 I'I 1 112 12 13 5,1 ft 5'4 43 112— 24 12- ai _– - t � O i f I RST f LOOK PLAN �C � 115"t6 7761 I � CU � G1 � 11T I � aD N i n ° E n ()O of lu criGE l 1 OUTLET AT 42" f I I z ED eE Garbage d1509al outlet` GREAT ROOM w GARAGE \ iu 150 AMP SERVICE--> z 4 I I KITCHENCD I I \ ------_ _ , I-- U LU Z --- ::::: /-,-----------------------------:::::::::: w j ° o _ - HALL N N - :ti ---------- \ ° L I i ® - MASTER BDRM 12 $° CLOSET BEDROOM p O VNTRY\Tv ` • 5D \ j 6ATH BEDROOM 1 - _ - MasTER BATH Ir PORCH 0 ) 1 33 i i ----------------------- i W v LIVING AREA 1 213 5c] ft o _ � U _ (V _ u � 5ECURIIY SYSTEM: KEYPADS IN MA5TIfK 13EDROOM 6Y r DOOR $ AT DOOR TO GARAGE OD v L a m r 2 in _ I 0 �4n �,1 ' w � M13C3 � � w ® MC3111 IT , o M-- L3 L3 r3 w LU off © a � f RONT - - - - - - . - W._1 - T - - x - - - - �- r - _ - - 17- - � .._ r - = L r- - - - ,i f r�r I U-1-IL -LLL Ll [liLLLIL -- n N I S1 LETT ELEVATION i ELEVATIONS i iA N v ai a Q m Q3 � N N ti Yo tp v r ° m v � aar ° � U =-7 < L m � UL • z � � a 4 L W owW o a t REACHtu - _ LU 0 i v LH > 75 . (L Si I ! RIGHT ELEVATION �- v v • i1+�abT.'S91�rN�'Ak�T^'h¢'.a AYa:f::e,�p:RrtiAa`XI{ 4<r4rd'�e��,Ari:CK".�'1lOk +••'S'.r,�9k-�-^T1Cf:::�R�••,k.CRN .At."�`- f�td"Jc":.'s.S:Tai,�:Y�':"<::iLkn dlC:er,:ahrirv.:+ra✓3Ai::?r-�ti�.f�!RIMS•"ewYa.NR�/•x++rC'��'ay..x':b.^,nvm•rH'::c•.yyH✓Vry.•�..�saA:.1.»r'.¢•.ac::lb'.'Y•s•4r:•^.n,lw:.•�-s1e'..xnet.�s.•x•,,✓nT�':'�vr.s.•e.mdnt�vn;.s5�,'*"'-'-Rx>X11>r.'k'.N.<•eut:rx'R>•:A�[u'AYT Gunt::X43,tiAC.Ar+�U•�:pKYFdcWA',�ai.YkAx�'>�Y�trFMtli:Y Ai='�/IM • A,IOquo,':.PT!tlt'!<"J kNG »Op/ ff'YR2�YWg4:We`]f' =V%'�1a.2'"r--'�'.YCtl�.�M11A»�'.�rdi^X�M1AN�?iA�:I:APk4$�RTP�nMRi,lR�ReGrX '. • . `J_FRur r1jRAL PIQ7Fc 'J TI,rV�TABLE T�-,....._....___.-.._ .•_i M tltIUGAr;'IIN[R CONNEC TCR MAILING PAr1EIM 7AJO( ) v1•. ,Y h:�P ra;Jtr, „�-��. --r I- I I. r?Ar,ur'IG SHAG.. COFnL'r 'rn rFl SECTIorI 23 OF STUD SPACING FOR EXTERIOR LQAD—BEARING `J'!AL_LS . THE LATE':,T APPROVED ADDI r10r1 OF• rHE SBC CODE IF u F;-3 ar a u, CUT LEr.,n1 ,H:•DL 5E '++' G ILING Plo. 2 ecnr F[:P 10 LEr ul5r E 5NF- No. 2 SYP No. I SYP ;Ia1F�SON GTI'_() 10 Lod COM �� T F 3EARIfIC b^/Al_LS SIIAt.I- OL HEIGHT 7x.1 2'16_ 2x=1 rr- ?i6� �'(•} x 1 Fr LL Ctl LL%[Fl _ ,/ •ro red4 n,r l -- - HAILS ALL LAF Ird OP PLATE 1 —UiF. cPJ•r .'r,Crd aIL r ',rl nlD, -- -- - - - _ _ `- -• A Ffllf'IIh1Uiti1 .F �!' Ar•lD IAIL '!J rH 16d "l:ry •�-.----•- - -._-- .- F.,,r-'vcsH,.v Hxcwcur .E r'Lr,[aE rt CTD .. L I 51t,IP�[,ihl r•1rr28f� 2'1- 16d Cliki rJAIL'= r-.,' li,-- 3 '.31- GUN h1All, � MAILS •9/,Ft! rl6roc' 74"vc. 16"oc. 2•}'oc fib°oc. 2�f'ac. � I .5. ALL GABLE EHPC SHALL BE BALLOON FRAF,IE f) (Df? ^ + B DACE U PER CSE TAIL y ft 16 0l .v 2 1'oc. 16"oc ^v}"or . 15"0c. T 24'vc. Cwu;E I r.. SE Arn ,r r5�7F�' �•1 1�d 0-W . r;nlLs 1 _ 1 s r __.• ..... -.- - - -- ------- - d 'rIEARLP/ALL G jl IAL BE MAILED A f 5" oc. OR 6" oc. 10 ft. ? r� 16"0 ALL L 12 oc. _h'pC. 12"O.- 2}"0C. C. 2°1"oC. i 1. L--._ -~, uu.-i•4w 7 C'r:r.FJli cl�u Is ' /' -----'_.--I / '.�[�O(,Cr.1 NAILS 1l l)..J.rES AND I Z" pr• Irl ('r'F7E,IEDIA( j I. • 1/ ^tv.ra 5 IF CCN HDBA ( ) Orl ALL EDGE.; .- -�-- -.-. - j r a r r r ) BLOCr< ALL, WlSUPPOR rEp ..,,1 .,,,t,"c� 1M TH _ •4 Fl_A r ill:E BLOCWIC. ,f{EAR.NAL.L� 1 1 f t. N/A 1 6"oc.^ N/A 16"oc. N/A 24 roc. t,All •/ 11 - 1Dp CCH ...-- -- -------------r7- > / 1 EDr•Er ^r I c �, c . rr g Ua Lac CND LENG+11 - n - T SHALL BE 15/32" CU/ OF? 7/16 O E3 ((.j.O,rl•) --- - — -.._ _ - _ Q xST(.dc+rd•rM TCVAtioEDrTCl1 , HOLD D01M,I AW>iOR ALiE�RMAll /E. E.rOXIEL ar•I'_rIO7 , ctic AT 3P' w= - — — -- - -- - - -- r c ' f N/A 1 6 0 l 6'9r. _ N/A Y 7,}"pr• j C.� t rl ATYPICAL MOr10LITHIC FOOTING w/ BRICK VENEER 3/j"<�" ..EL'(;F 5. rR•;P HEADER S1005 ro DOUBLE: rOr� r LA FF. r/ M FS 7B Aru:rlcr+ I 5/;3 1rIRLAUE U ROD WI FFI Miti r MBEDIMEI I r rFP•1/F AT EACi I [1`10 OF HEADER Ar1D NAIL 'rl/ F3 10(i -_.A."- - i __�• TYPICAL z-STOR( 8ETWEEN FLOOR STRAFPING - PI A 16"oc. r \ - -. __. (C)M MALS OR i(-)- 131"• 1 /-' GUN MAIL 1.3 ft / 12"ot, N/A 16"oc. N/A I � ra:r�Rraw�sw+R:xaala .asassr (G _ IVY. 1r wencR^ars 7 ,z'am � S/d".8„ ;wE L'GE _ _ .-_.....�_--�_' ----- .-. .-_.._..._._ �. I ' rHRF ADED ROD 'NI Irl Mir! 7" E TAE{Epr,lErl 1 n OF.AULF SP,IDS AIdD I-IEADER CRIPPLES SH(7 � Ib � urc +11 s,,rv+ o-sn: OC 1. ' -- -- LIED E{F 1 . Ft / 12"oc, N/A . + I'-E4CUF -,Ar7i-va /ryA/• .r+ _._ ..---------- .---- --- - - --.- - -- -. .. ..._ fJAILFr) TC,GEPIER ,{r t;"qr. 'N/' 12d GIAI NAILS 131x / 12"oc. N N A� ------- -r 2, Ar,c11aR 1/_ " rHRF AC)ELI P(JC) W FH i;±Ih. F.VF)EDIAEI`IT 3' ) =,fAc;,:;FrE:�, rI--IF> Llrnf rr; I{oE_ PL.ArE �nrH --- -- _ i•• ( IC' I IL. 'PI r { 8- I CCM NAILS TPF'-1/(i llf' Ar f A I F 17,J ) r I Flf '<3< N; i/4 rriRE ADED PGD Ir,l rl+ r,11ri E_r,1E+EUfIE TIT I TE: f1115 fAE3( F AP}'LIIE`5 FO STRUCTUPE' `NI TF1 _J •-- „t1 rr111T.�l7 All[) D,JO COMPONENT; M1.1 T BE DESII;r1ED r0 " ":.) - ,VE_CGE AN( 1i,;E%S ',HALL UE 'RA`lJl. '',CII ; t?f> "r('P/I,r;- DOL F ' LIR Af F"=r)VEE) El('UAL. "1-1" 1c.Arl RCJOF .r -EE_Ar,1- 'n• I/ THF E. C1EU r - /n TArID DE. I(.:•rl L'=>AD"< BASED C rl A 100 FAF'H 'P71fdC' �� e'L s > CR q,.R ?t-[ rF'IR I I rlf R E. `J E-.",t ;F1AL.l E3E ` Ir,IR =�lhl EP";f r- TIE' OiE HI rl 'FI 1 AF'PPI D r nl. Wi ICH r LESS THAi] 25' AIdD COMS ERUCTED IN WIND �: -- Ir Lt D1.atc-..',crcoFu r 1 L E E wx:%.nwusd.e.wowxa['.>,Aw se.. +aor.w.su:uva:u�aa +ur. roww•.»vnwwuriaareov /�- JAL Jf`lE. 1 9 bi Q Ir,, rI 100 MPF1 OR LE. '.>. F':', -1 F r1E� rf•P,f=' �L.' r.r•JrIF:CTOF/S, AF•F :.t OR _ )l-A.. (U ) i „ zs-vy-i rc«:Gras r,:^,R i L. B rr+:l_F ErIE II C i =;E h1C ^T.�N D;`. 11(, 1-S 3 , FD Jr1 r,±Iru,rl_rA aolL, i.JD Grr ADE MAY BE USED ON 8' ORCL -PEPWCA_•T COLUMN BEAR +16 i,APA!_I i l ". Ol r) } 5f. LESS PlcaL MoNouTFelc FOOTING fE;114/r,l. L. rJC)M1r,IAL PLA rE HEIC'HTS ON SINGLE STORY AF?� A� OR Lrr 10. pE,IGr•1 r/Irit, L OAPC l PE E3A;F"D .+rl frlF 1997 ,BCCI O 1 - -THE SECOND FLOOR Orl TITJO STGF'Y AREAS. ?fir rl�r1__ (�F ,virl�_IrIHO FFEF)_ IF 100, MPH --' � rEr�1`:•iaL-[- FBr)rlhJ11 - I ..• ',yrpjsYW.et@:'A�Ad.:'.'S,':a?'$�evR-' RhQ�iK�fiH•`"�M�4t'.`kO24C'n. � .4'++�'e'.V*Yxa'r;•^Fr9K� 'rwr/Rs;yYra4Y•iOMw%Fk�MAwF+ > �b�,+Y(m1MVKtlxS%¢A�:dikNV.�TWxV WwF.'i;:Q',t-'IHYNCS"S1N"r�A•:�,(IXA.' 'A�pb'r'pi+B,r�'•'PftteVkFfA'OY•e � ' ."------ E'PICA',LtIEEP 4154 ,"A:It SPACE /. N,p ?,.'LL rlEi AY woc. ',ERT. tj;o AT 1 ♦ I sZ Hcr ZvrnnL. / RAILING SCHEDULE Fth 1«1 SItY9 'NIr1f CAUV, FLAjNVI,Ano P+EEV NOLE5. _ 1/2" .rHRE.APED COU�'L'i"1G CONNECTICJM TYPICALMALING ALTERNATE HALM I ALiERNATENAFLMG2 -----• 2.i Pr SILL ./ 51E•ICa TFPt Al .32'CC. 1/:' . 10'A,a.AT 32"CC- COLUN+rI BA' E 1 t1gi,¢,,bl.�..._. ... ±2•,±eduy.Lnrn_ _. _• Id 7.11t•;111µAnvo. _ 2a.±�,=y.. -1 .72-. 2" . 1/d"WA51,EP r __..__.. 7agn1♦�7a�rd,7oa� - �'oaonvkpq AUo)Q.IN 4•o aArdpw,rddaa.il CCrIC. SLAY 2:0^url w/ R�rlIUNDArlilrl hm♦ETIM0 idvormrxt rr-k n0.!11'a2V2' M1rJKh47A'aT�.r+ �W_.h+nvl _ har-w'wF 5q"k IC pr1 r.; rriA1 F112111ME3N Cd d.3 Ip/10 +r.lA I T1Gw1 fCaM rdt d-?--- T O.0 ai♦><rel►nd,POaFi----- 'r \ 1'r n 7a W-Z m,"q rA,• Cn"A.001.111.12 Vr I r J• GALL Arl . lu t E .iLr , (T7f that e1 el,uvu srri finny- Y , *01 IN I r as al rl as{pcn*0 r Q-Q On A Kpl,uh.+h ,r,�or ,_S)uM.ran- .m r a ma _ aG r 4 cis'x r lira•�cr..w . TYPICAL PERArACAST" COLUMN {'o.can♦dpnfld7'aa11 4•o.aal♦dprrrd�a.an � �� ,`• . ,CD -_ —.CLE,t1- Iri CarE7. GCI.�;C1ED FILL .. •IL �"0�Y __ Lo (o V['w 719'KxA FFwk4'a^r.1W rwatV� rn.ir rhwrk �•.M,P w Y d s atm__o.a.d`v,.'v1ir�_ kr C d-mol add, y d'CmU 51EI1noLL ./ 14+'.EIrrC:a l f' -.,�...' __..1. r' -- -—, r �' / C _ tT w Ii IT FOYA h Vd Irk,od%raw.r1ry NiW-110-111'.12VC 6PAC' sms:wr resn,mr,recr+nvyrr c,♦.Rrer.:.a wxwrc - •- !-`� fl-} }_{C.r l F r r.; r E, f I O rr _ _ AT 0'CC.AND ALL CCrirrER i. �'/ ')fE �- ...T��1-.., 4, ._ T 11]l] r\r11, Stgat*VIOUFHlar -- ",KofrTtlrY r4.a 1, ';;.; •r t 12' HC`CIS AT St,:B M0 6"KICK _ ,;.Lr:r 5 rr 5 --- - -- n` ---- l l-I Ir r' [.r'lE.r1 E IIL 4-id'Xrrm F]o'a♦wd _.... 1.4.111'11 tTj'rm%h h�mF4 0 • __._._� O 10' n ul -a rnwa NCPl1lJ{JP._. PON T- ----�+-4i4M_ F \ r:,P 1/3 rr.v u.[' --.` SMnao TT'P416 II7 1Gd,orn-r�� IO 9d xa+rrxl 10.4.1f1'a 11%1'rwh [,+{ � '- aotlUu ` :f'l VE. -T'(F'(I:A1,- _ liT=1&tx4-cninwiII_._-._ -. I7vzd 2LCin i :••'tom -- - _ _ I �`-•--- -._ 01 3 (,FEILI•C5 ) rc "� Sar.AF(Ipt-J•Bi) - m♦r'Gu _ MrJl rr*'16♦1' ,� FCUTINV / 245's CONT. Y cv . .�., nDIF. V;E ,arrlr.'VImia frtA•Ilda�rm _ N Or62'1tIlC7h —_.F._ cn ick r, SrcRi _-_ (z1 r-„1/d rCl• E })_; (`(]r.l-r .r},anHETN-IetY(idl _ - O _ I V-8” a°E 22-.w'r�r, .,.o :o1rC'1 -- TP,14/i At 3Z"u c n/ S 15.1 Cour. - _.-__ __ Ham'+•__..- ._...-. E+t�1.7q'bo4hvl nc rG (rrF C:.t) - �•�an ._^ IT•,Od�erlr•�,h;rr�,Da•-- r.aua'xl(rr"�n-_�___-_._ �' � _ nrr� SrrpPI've;(uno) E7 \ PLACEMEN( OF SIMPSDN PA51 EMB- STRAP ^ , TYPICAL STEMWALL w/ BRICK VENEER i,A,F'H L74 ccai;E L_ iF•yrnAfMl _ I24-1M7x,,tv,----__ Z�•d.t172'x2L7nr! `- - ---- � � I' IV AT fl. TED _ - Cc t,r.; 5r(US. lSF+PF.nNTTZ2—._... - I12.16draksl - . - C VLxI. 1 E 4 ___.__• .__...— �.-..___ J 11Ur PiM1tIA1 .A4AFt'. / fr Nr 'E r.vccrt ::af.�zM1%wY'_r2islC:'.x'.r:<»!> x- YAriT<�x4rn.:'..YIw` "+49:dC1�'::,9..OAhvruwP ^ifiq.¢:o:,Nr.::awY^N� Ra➢.',Ir(dvk?'?'alb>¢MFW fPrR AFS-0»'IW+R.+ i�YrR :'':aR"\:tl69.x:%�re:'rs�»TsgNNr �' fnmvYolreq +%m¢Y6 v�t[gKarilMaB..'0.i.i;.'.iirx c..h'.IaN'. A',:P' ,.1+4`Y':ie"loY:`ari�'I:AtZ�Aa•ae' d//Lr s•.D n I. 2.1 Pr SILL +/ `-EVC,0 T-✓P{AT )2"OC IUD O '1 - 1/2• . io,A.3.AT 32"CC. 'l.C•,Ca !rJ^t5 Ilijr EF r.l'.lir, PPE_. r)('.I TIF r RE[) rEll..)•'.�'.F` �.. 24" 0C n• 04 r talc. Slf3 rcoF,; / / 5n r;, f�()(1F RIE.F,TILING � 0 0 I FIL'Ei+r.IF$Ir rp z.v-10/10 nvr1.1 - - „r+�rlc;, F(,(=1[ �F+Ir:GLL� . .'i r. ''.jl �TL r - L.. __ rT__{� 4 ',' + ., -^`I -'1 1 E Irc-;F:F 1 • '� -- .._ --- - __ I Ifl , RF Ij1�,R LI-) f' TELL i ti I I r• FiE;\rr 11N tl.uL E C' h !_+I. (111 AL!_ \ i.iLOI_ ( Jt 1�'/F E. 1 l)U ,EF�`7 TYPICAL HEADER $fRAPPlr1f, 1F ..II<r / "•:i 11t ;:J ::Irlc. ^,Hnr1K f IURRI;_'A(IE CLIP FI 25 OR EQUAL - ' —C�(n, T.Fa'FD. COIAI)r.TEo Flu d-CIAU 51E1",,)_L ./ 11+',ERTICAL CA .. At ttl• CC. >!,D ALL C<9d4L:+5. ./ -- I - i' aeler<oawrmncrnuwa:nv�ranawvuzzaexnrnx ae� .nwwxazuz-:vnawrar►•a'. wa'enrb:,,.,:;,,o.eeratnnw lil_':.,i< AfIE APIIIIIy �;r r:�.r r•71I ,') .A } E(APc;tAFTt F� CONT. o 1. t0 12"tiooa AT aaa AND 5" 111)rn ( _FE E .HR f JLF I o At FQQnt;r,. . 1n ecue, rFiUS \ - ' •} Fli (.)':I•.Irl'l (4 SI-4F-AT}IIrJ� JOIPIF / �' SHIf\1Gl.E. STRIP r� Ec r .F. / 4! f, ..11'01 C,AriLE r 1'lE l i .FA CIA Fcor NC ./ 21d', corrT ,T'{' C(:Ui7LF r'LA u I + _.-... FCR rrU Srr,7r j-16,1 1,td (_P E-7- ';E^,I((' r':D P,1/F. 1•-S" UH 3 A�1 CONT E3Lc,(: r•T!P CORNISE DETAIL A5 :'..1 ;r l,,Fi t? J _._-- - ri.nP CFfORD OF CABLE END FF21J55 k,ti r I, I 1(` TYPICAL STEMWALL r +I. (T,',, - -- --- o Cj- ? I .I�r1 EIP0F, 3 1/2 -- s-I�d .0 1 (r r•� 1 PER BUILDER'S SPECS =;r,•Ip',, At 01 :i! (.I ;y' r.' F '.Ir/I AE3LE. Cord?'. '7x4 SCAB FROM TQF' f0 C� r !`;FE )f+lp 'n If F F!)a ::IiF r BOTTOM CFi0RD � X-BRACING T'rRI:_AL A � 7.rIL "ACu,; At '.APn.n_ , r 1(,IIr)) I J JJ S'IEaRwaD�_ <- ESf'AClrlh. -- -- (,PROVIDE AUD171C)NAL 2xr}'s (<:) ­77VERTICAL_ IF HIGHER THAN 48" 111-.I '' - -i 1,,' ;T_E3 15F1E'ArFI1r•IG rlAll.E:D A', HOFF-D 2-1 SCAB IF ,,Ep r. y^iEB TO FORM AI] ,rL.' :SHAPE.) CLEA:a CC!aPACTED FILL -fI--`•\ TYPICAL INTERIOR SHEA.RHALL i0 TRUSS CONNECTION (•Jrl r W-f- — ?+.. Pr SILI- :// 'SEMCU 041.1/6 AT 52" OC •1” C,JTIL SLAB 25000. :/; PRESFtl r -- � 1TOE MAIL TRUSS TO DOUBLE - � F,DER rlri 6.c6 lr;10 Irrr�rrl l PLATE 'r7/ 16d CQPA Cru 8"0c. • � T•(PICALTHICKENED EDGE FOOTING �� ���� � ("() _ },(�• �� � (P E 1/ c 10' A.E3 AT S)" OC. LAr RA ! �E�GTTC)�,1 CI-1017D OF G BLF r � / RA E y 4 8"oc / r,o � r Tar ;vc 'r�..__.'i r� z . T SrLUs y Id' a.c. :DP ;1405 wP ar,U unrrcu Tr B I /�`'� Frl[) I-FZi 1SS '--' )1 ao. 2 gr r3t-5PF II:P1 s2• Pr 6' i:MIJ SI'EKIJlALL •.Y/ 1#4 VERTICAL 7 r} - ----..__.._-.---------------------- .._--- --� --- '7- ->. z CUP SrUO3 fCA ANO GCf1C'A _x BLOCKING an +}E'oc. �x I TOP PLATE F- r/^.• ,' HEDGE <rCw I,> 0 N SE�+Co rpP1 a sz-ac. T / nF -;F3" uC. AND AI,I_ CORNERS, :// BE r'PJE�_rl ;ABLE �1r'ID FIRS r r/z' 7' sECC .vn;1u R3 y•d. ,D.1- :,. ';, I HO I,r -- ------------- rR J � ?x -E3RA(,E r�� 8'-U" uC. _� } T v � ��t Ler C rC 54 3 ./ c CeI,I'E.N E rs� ------J r` d.s 10 16 WA 1.1 GR I'll, Y•WlP rJ'.CH / r r1:r"111ED A (I arrEr,F;LL SHEET: F•F3E,.ME�H PL.NC. 1 I � ��� z,)'. a 10" ..OTIC. d• [ ' •1 r. Fp('IHNG '.v/ ?,•%5', Ci�rrr 'I r p •�• \�• a IdL ::.JCIt lS:J n'Eri U.-c.k ��__ra) 1 71 LCrp -- -- I _ - ;ror�Y Foorlr'c ALL MEMBERS SHALL BE SYP "tr•„1TED Y CCtIP il.1ED FILL _ � 1'-4' M1� ~ rIC1E CCH :-5rGrr ci;"CUCrr '...,i d'd scar. U=E I'-$' •.Dnr .,/ s 15, corn 20.. d IQ” CON,- • u:e r-n' w'Dale .7 s I`i3 carr. TYPICALINTERIOR BEARING FOOTINQ Y\ — �n ATYPICAL EXTERIOR vALL SECTION /}�I TYPICAL GABLE ENO ( X-Bf7ACIrIC ) /f TYPICAL INTERIOR BEARING STEP FOQTINC �_ ��.w.. �� . M. �.YH _ _ __ _ . _ __ ._._ _. . .. _ �. -_..µ .• . ___ .� w.-wM ..._ _ _ . .. .__��..... .__._..__ _ ___ _ ___w___� � � GG� _µCf a� 1 I ?.`fj h w1CKVENCER _ _ STRIJf�TIJR• Al (IQFES STUD FABLE - I 1'AA SPAO4• ' MAr1UFAC 1uaER C9r1NEC TCR M1; , _ ,/T-. ,v Srnlr aa's a n•�+ NAILING PATTERN I. WOOD FRAMING SHALL COMLY WITH SECTION 23 OF c'� WALLS'. , � CUD SPACING FOR EXTERIOR LOAD-BEARING ALMINATE,0E SAP"WAS OR tL-1R THE LATEST APPROVED ADDITION OF THE SBC CODE. _• _ r ,, .. SE..CO IA-1 At x4 e.c. - cur CUT LENGTH SHALL BE 44' r T.4 Pt s•t CN 5113[AL, lO4TM FOR t6 DEEP :Lltsr CEILING No. 2 SPF No. 2 SYP Na. 1 SYF''i: , SIMP50r! Lrr20 t0- 16d COLI ./SEIKO Til a JZ'0A. MAILS 2 ALL LAPS LTJ TOP PLATE OF BEARING WALLS SHALL E3E HEIGHT x4 2�� 2x4 x x4 x A " 5,•.10.10 WwUOR JVSE EPOIr Ar1C1N1R dnLr '1trI1D1 A MINIMUM OF 4'--0'• AND NAILED WITH 12- 16d COM -= = �' •-' - b' OF EDGE CONCRETE r OPFJgICYrI RgnroPCrMENT - �.. , SRAP5GN Kirr28a 2.4-- 16d COM NAILS OR 16- 3"x .131 GUN NAILS. . ueAA NAILS 8 ft. 16"oe, 24"pc. 16"oc. 24'eoc. IFA"oC. 24*9C. Qr 1 :P"" _ -- - 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR I BRACED PER DE FAIL. `� ft 16"0c. 24"cc. 16'oc. 24"oc. 16"oc 24 p (.X 5EMC0 MT5218 24- 16d C01.1 WL NAILS �' r P r��e.APFn ofn a. ALL SHEARWALLS SHALL BE NAILED A r 3" oc. OR 6" oc. TREATEq AND cWPrcrcO wl ( - • �-� 10 ft. 12"oc. 24"oc. 12"oc. 24"9c. 16•'oc ".24 oC �, -• ~ �",°,- stalPjor! Ho$A 3- //$" ©OLTS (AS NOTED) ON ALL EDGES AND 12" o� !rl'rERMEDIATE -- - `• ` J 's'•c°AP P�nvJa ��.r.1I w/ 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED � Nw.2a•uw w ciwcns. f Kl JiflanC. _�"-�- EDGES WITH 2x4 FLATWISE BLOCKING SHEARWALLS 1 I ft. N/A 16"oc. N/A 16"oc. N/A 24"oc. NAIL M/ 11 - l0d CON f w Dt EACH END LENCITH SHALL BE 15/32" CDx OR 7/16" OSB. (U.O.N.) - -• Q M 4 c TOP AND Pr1rrDN , HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR V. tiTORr COAr10M Si.pYan s<r Ol.]-110 CS16 AT 3Z' r1L .v.�. __ _ _ - 12 ft. N/A t6'OC. r{/A t6'4C. N//1, 24 OC' 4 A TYPICAL,MONOUTNIC FOOnnc' % BRICK VENEER: s/8"xs WEDGE ___ 5- STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ t M rS2.78 ANCHOR 5/8" THREADED ROD WITH MIN, 5" EMBEDMENT TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d TYPICAL 2^STORY BETWEEN FLOOR STRAPPING _ / `1 fj OC:.• • - CCM N L5 3R 10 13 2 2 GUT! IIIAILS_ { f t o t ac I A C -• 1"< 1/ .. I S 3 I. N/A 2" :. N A 6.. N/A a. VZ- 1a A#Ch?p Pars a 5Z'n.c. 3/4••x8" WEDGE ---- - r/2 .2.41/P••h-KR5 MTT28B ANcl+oa 5/8" THREADED ROD WITH MIN 7" E.MtBEDMENT 6• HEADER STUDS AND HEADER CRIPPLES SHOULD BE LL. AL;EP rE;USE SUPson wp dR ___ 14 ft, rl/A 12''OC. N/A 12"oc• NIA 16 oc S[wCo rA-Tux+ oa NAILED rOGE rHER AT 6"or- w 12d GUT! NAILS 131x z.4rrraanwxK �� 112"A7" WEDGE _ -. -__- ---------� ____. .• / .` Pee.1WIL N S OR l-rTzO ANCHOa I/Z" THREADED ROD WITH MAIN. 5" EMBEDMENT 3") STAGGERED CLIP tJhllT TCJ SHOE PLATE 'NIrH - ne3EAv(SN PCIyFORCE.EN, _ .� ._.. 1--• TPP4/6 CLIP AND NAIL WITH 8 IOd COM NAILS LL. :• r a _ _ Nur w/ 2" x 2" x 1/g' WASHER � (U O.N.) H08A N/A 3/4" THREADED ROD WI rH MIN. 8' EMBEDMENT _______ ..___.•- __ NOTE: THIS TABLE APPLIIES TO STRUCTURES WITH � 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO J ;: " �� HEDGE Ah1CHG{25 SHALL BE "RAIPlL-S CUD OR "K`NIK- E3OL r•' OR APPROVED EQUAL r MEAN ROOF ;:•: BEAMI w/ 1/2" rHRFAUED WITHSTAND THE DESIGN LOADS BASED ON A 100 MPI-I WIND HEIGHT LESS THAN 25' AND CONSTRUCTED IN WIND Q " neuna�.Nocor•.TXU MR ROD rHRU CENTER EF'Ox'f SYSrEMt SHALL BE SIMPSON "EPrJXf-TIE" OR HILTI "FII T" OR APPROVED EQUAL ZONE �.. '• ZONE OF W •;a,',cwr. ';IhgPSClha PA 51 EMB STRAP 8. ALL r_ONr{ECTORS ARE SGMCU OR EQUAL. (U O.N,) 100 MPH OR LESS. r w,.ZS•LAP a Crnaaas i F F 2S"yCON0OMUSG / GARAGE_ ;LAB FHICEENED EUJE 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL � --- SPF STUD GRADE MAY BE USED ON 8' OR d " 5.c4Nr. PERMACASr COLUMN BEARING CAPACITY OF 2,000 p5f. LESS TYPICAL MONOLITHIC FOOTING ,S rEMWALL NOMINAL PLATE HEIGHTS ON SINGLE STORY A OR '. ;TEMWAL.L FQQrING I0. DE51l;r1 IlIQ5 ITLLNIh©A) SPEEQJC�F1 cr rAPI�.BCCI OND FLOOR ON TWO STORY AREAS. R j i;riQr! 1�0 THE 5EC BRICK VIENtER WGH 1-AIR.SPACE AND WALL tlEs Ai 1P'oc.Lear.anD ar % / NAILINGSCHEDULE Pww5mwe r S2'o0 HORIZONTAL WITH CAiv, FIISMINO P40 WEEP.HOLES. 1/2" THREADED COUPLING �� f%" / % CONNECTION TYPICAL KU M4 ALTERNATENALl101 ALfERNATIENNLM2 1' { ._----• 2.4 Pr SILL +/5EMC0 TPP4 AT 52"OC. / v2'• 10"AB"AT 32.OC. - COLUMN BASE heoeiP.Qw u.l la•agrx. (M zo•rzdre►r. • r/2". 2'. 1/4'WASHER / / r0.q Pni�f{1fTa lra.a rPLpi�iaPa ltaah PPA an PaQO.anaragh a hMgyfrMlldmPinr4 Ir W11A10.13t'fZYx' Madad110.0x1'atrpe i 4'CCNC. SLAB 2500pli./ '--FOUNDATION / / sw.IhPTM1 wfwTarrYrrr n. TTw ,T •- - FIOERME5H OR 5-0-10/10 WWAI 4 "i111 T[ ppuut1 __ .. aa---J aEZitil�i<rdT6 w K 1/2" x 1(J" GAL`/. ANCHOR BOLT % hilPlotd•�1ldafrfmM1 i1irl1Wtn0.urx:vr J amra4 Th)•"Cre rlr.� Q1311mmlP31l�'Pma kr4*r Y Q0wx r ftso"or ~ ' - � ,; ,... TYPICAL "PERMACA5T" COLUMN r as as Y■appoq Ten Id r as 1a Tr PI>ppce111IN1 !'o,a m r.wKpolY r�1 ,r " 1 vrcrmrlma 000-P�PFE&I MM&d 1pmmk4p ff"Aw Ire ImmkP ,. T i '..: w�..w„ wDwvNzar •a1r PAfldw rfAtaaPl WfMl�ama _, eLEfW. TREATED. OOMPACIEO FILL .,4,.. r` .lar r t e'CMU STEMWALL w/ 1r4 VERTICAL : VlarTllrRod MIMd•Nlldao11r11u41t0 I1iliMl Of Q 21/rh '� d f 1 + AT 44'OC-AND ALL CORNERS.,/ kd y�.. - �� 1#41 BENT INTO F'Q Q T I N G AND ar�rltg t�up►i zar 1hw a Parr lhrac _____aw_�,_�_ �,_-_____� � •:.� "r �z t2'HvvK At$L49 AND 4•Hvc< NOTE: /•ada>raaalhYuw�d 4.0.111'i11/CrrMYlhw sr 1 •"-t ,et. LPENNcs TO 5' 4 THICKENED EEGE • • - - s.4oPNcautA�u rdyrw A' AT FOOTING, ro,Dn USE U1 RW _.. - 1. !:,'1• IPP4/P rcP A.b MmooTpp/1/ 1.1mcormlon -10-IdPonFaPn 10•Qt�t'x1111'nflr �, _ cq Burrell T �II�1 VERT. -TYPICAL- Tl-Wwmm d1 7•o.11r.i1rxz•*r x TPQPO4 a roP Q•, N. -•- rOOnNq.r/z�s'i CONT, r WIO H v5E `�� 21•Ndmlwlal -21 0.� J - - I - PVQ. 4/ TTQ i I I 0 CQ IT. 1'0 a'vTC fglp (r.I>"X v c. BY�ir17d1 610. s.TAl'loii1Mul_ FOR ":j 7 1 a- 1 - - IrrIeA4 STRAPPING(LOP) PLACEMENT OF SIMPSON PA51 EMB. STRAP r""� a " TYPICAL'STEMwAiI w/ BRICK VENEER NuTE$: LOCATED �� t]Yn�pn AfTT7l6 -,� _�. !1•tldmrwfl N•0.1ir R21lIP nM1 F+•1 - I AT E1IHfR SICE ��._...._.__ OF KJc 5rUDS. Bti1p1nHTTti SZ•TadPta�, . PLATE MUST Be _..__..�•.�. _ ._ ____4._.�.� ._._._...__ ��. BOLT AND KmG '... .` - -•--- 2W PT SILL w/sEMOO IPR4AT 42.OC. Slue 1/2•. 10'AO, At $2'OC. A+CHCN b0015 Mv51 eE AIN,III PRE-ENGINEElzED TRUSSES A' 2.1" 7/10" STRUCTURAL ROOF SHEATHING ' Q � 2't 2"a 1/P'WASHER 12• CF Mf.G _..\ 4� � ,. - . .• FIeKRMESH OR 5e6..10/10 WWM 1/2• 10• Rapp SFIIr'IGLES GIVER 15b FELT -•-- --.-- -�\ \ I 2,:4 TJI I TRIGGER «� 4c pr. - `-'�-•--- - Co AICHCP r3Olr5 AT �_• o c CR ' FA-5 Ar 24- o- ^+ MCA,) ? 16" 056 SHEATHING MAILED AT 6" Or. ON ALL \ � BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-25 OR EQUAL, TYPICAL HEADER STRAPPING `.uF'pows w/ Rd c.OM OR 8c RING. SHAtIK. f t• cLEw, rREArEO, COMPACTED FLL ( I 1 `jIP,IR5C-iN A,jr_ ( Al8'OC. • 4•CMU STENWA-L•/ 114 VERTICAL \ AT 44.OC. AID All.CORNERS, •/ rilJRF21CANE ANCHOP AT EACH TRUSS ��- 2xc4 BARGE RAFTER Cora. 1 12'NOOK AT SUE ANO e'HOOK IB' AT FOOTING. ( SEE SCE+1=()ULE, j _ -_•___ / '�.. 7x21 BLOCKING @ SHEATHING, JOINT rpt SHINGLE STRIP 20". 10'CONC. _ TRUSS / r"� I FboTINc ./ 2/s1 Conr. (2) 2,1- STP DOUBLE TOP PLATE w/ J� 4' f ROM) GABLE. END ---� FASCIA w FOR TWO-STORY �3-16d COM (0 EA SFI,I(;CI TPP4/6 Al :52" C)C USE 5 Nsa CONT. BLCCK (rYP) -TOP CHORD OF GABLE END TRUSS CORNISE DETAIL AS ?x4 >CAQ CON r TOP TO D TYPICAL STEPAWALL , ( r DROP 3 I 2' 3•-12d COM (TYPO PER BUILDERS SPECS C3 JTT_)M / / 2x1 BLOCKING Y '•t oc SNF 92 SUDS AT 16' OC..___ �. CHC)RD (cD 0U' F•RC)M (,:ABLE ` �I (SEE sruD FABLE FOR SIZES CONT. 2x4 SCAB FROM TOP TO 3-- 12d NAILS rrPIC AL AT BOTTOM CHORD @ X-BRACING cn.rn� -- -SHEARWALL AND 5CACING AT VARIOUS wElGl+r51 X-BRACING _--___._T�_ (PROVIDE ADDITIONAL 2x4's (9) �'���✓' , Tom` .. VERTICAL IF HIGHER THAN 48", 6 //16" OSFi SHEATHING NAILED AS NOrED2x4 SCAB IF VERT. `NEB IS TO FORM AN ,.L,. SHAPE.) ' CLEAN:COuPACTEO FILL TYPICAL INTERIOR SNEARWALL TO TRUSS CONNECTION NOT �. l.. •' h 1 a5 CON L, I t1• I j !' _ _. - r 2t_ PT SILL w/ SEMCO TPP4/6 A'T 32" OC___ 4,. COrlC SLAP 2soop.5l / PRESENT �\ TOE NAIL TRUSS TO DOUBLE ° F ttPICAL TNICKENEO EDGE FOOTING FIBERMIESH OR 6x6-10/10 WWM �`-� PLATE w/ 16d COM 9 8"0c, . x E 1/2" x 10' A-E3 AT 32' OC. CONT. _2..14x8' #2 SYP r LATERAL _ V1 1 z , 4 s1u0s o 14 q/ 2" 1 2" I/a" WASHER - BOTTOM CHORD OF GABLE f Nq. 2 .,, e1. sPr - -- BRACE (y 48"oc. --•fes~END -TRUSS 1` 2 . 4 SILOS.0 IP'O.C. CUP SFUDS TOP AND BOITCM I " Nq. 2,Cr Bt.'sPr. N/ sEMCO TPP4 a 32'P.1 $.' CMU STEMWALL w 1 4 VERTICAL �• -.---.._ _ • ' c1iP srvds TOP,Aq tiorrOM / A4 E3LOGKING cn� t8"oc. ! «/sEMCP TPP4 O 12"o.c r O 52' qC AETN}E Ar+cHCH3 x<1 x BRAC 8 - 2 - 2x4 TOP PLATE AT d8" OCT AND ALL CORNERS, w/ / BETWEEN GABLE AND FIRS r 2 E 0 oc. 1/2'. I'WEDGE ANCHORS 4"COTICRETE 5UO ./ / TRU55. _`-- `- 2x;4 STUDS 16 oC. 6,6. 10.10 Aron OR 12" h100K AT SLPB AND 6" HaOK W 32'O C. IIe ERMll PEINF / 4 p,• 10• 4"CONCRETL SV8,/ AT k .. TREATED A�OCOMPAC�TEOOFla 0" A 10' CONIC. - a P.P 16,10>trW61 OR I :.FIgERME5t4 RE1NF. 1 " - , - , �.. T �<, foaNNc W/ z#5's coNr. - r a' r• - t. •fes• r - �•' k } • y .. 4 ANI,VAPC 6•RR1ER OVER ~�`(2) / 5'•EOTIr. _• -_ TRFAtI.O a COMPACTED FILL (•_a• z-- ;TOTZY F'OONr1C ALL MEMBERS SHALL BE SYP •r r •. ,. - - NOTE: FOR 2-SICRT CON04TICtl Jct}/ 54 cow USE F-a"*OTR ./ 3 r5'. cora 20" x 10" COCK. r - 1 a NbTF,; roR z STORY CgNbmaN,. i usE I' a N1D7r1./ ? IS'•CONT._ FOOTING 'n/ 3f�5's CONT. } INTERIOR BEARING STEP,FOOTING, ` I INTERIOR BEARING FOOTING T TYPICAL GABLE END ( x-BRACING ) rI.1 LLICAL7. `r✓ Qm_ TYPICAL, EXTERIOR WALL SECTION c I�f � r � 9 I CV �_- 06 cm LU �-- -f� CO � - -�]--1 -{ ,�-C `���--�C-�(7 �_�/_`�`�"��-C� -�f� r;~1-�.�L %_�--� C` L C`/-� -�` - —� �`� ,����r 1`�-_ '-`--r`�--1_ __�-/-� •-�r �`�� j C_� p� � �- `�/-C �� %`•Cr_�'��_ _�� j`C r_l T-� �`-, _�_-T_�-%--_ i___ .�C`i"`7--L�- -�� ��-�-•- �'-`ll---� !�- -L"i' ��_ i (- � 1 z'1---_%~ ~. _j U L J �z ffffl 1Z �- ARP R0Vep CITY OF ATLANTIC BMN ;--------.-.---_-. BUILDING OFF'IC -- -- for f I 94A13 -" RIGHT 5 FEB 11 1999 RE51DENCE � U at WE5T ATLANTIC BEACH I tlc a � ;r Zq Atlantic B�a �� , �loridaRECEIVED OP 2 7 1999 by : DE5TCON , _ - ---- City of Atlantic Beach Building and �_dnlrlg y` a.3 V (S) i. <o ` K I ` I -Ki v to j ni I U to p "_ L ------ ------ — _ __ _ ._. -------- -,T _._ N i 1__.._._ T.—� _ - ----- --- - -� —.- �.-----� _ __- _._. _._._- -------------- -- -I-- --I -- -------- - --- - L� - 0I I I I I I N Im � p � U I 1 2500 P51 CONCRETE wl I I GARAGE FLOOR z � FIDERME5H OVER COMPACTED , Q TREATED 501L MIL V I5 U EEN � N i cc7 ; WWII , �- 2' a o I ; v try r j 5LAB AREACL I �, I 1451 sq ft I I � I j I Oil6" 3 9 G 1/2, I I I � -__ 1 - -- -- -- - - - -- - - - - - - - --- -_�_� 0 "I- 10, G" I } 3'9 1/2` in ch I I j Q Ii1VAG PAD m m LL- I I � � I I G1-4 -._.._- _ - - --- --- — 5'8_ - ___ -_ __ 107 1/2 -------- ----- - - --- -- -- I G'4 1/2 -- --- - - ---�-- - ee Sheet Sw1 supplied by ��--------- -- ____ 5�'-----�-------- --- ---- - ----- ---------- - - - --- ----- ----- ----------- -- - --- --- -- - ----- --.__-Jeffrey K. Nulsberg, P.E. for all structural detaills and notes. i------------ ------------- 2x4 PT silt wl 112"x 10" I ^= - a Detail 6 anchor bolts 32" OC or 112 x 7' Wedge u Datad C Detal► D Detail A bolts Q 32u OC ( m►�d silt anchor 24 j Thickened NaE45it wl 2" x 1 l8" i --a --- -- _._ . °� w --------- 4-1 20" x 12" Monolithic 12' x 3�" ' I vl,=- footings wl2 #5 Thickened footing \ j CONT. j - --__._t 1 - #5 REEMP, wl 2 - #5 CONT, �� w • // I 1 - #5 Rebar q] l' i FOUNDATION 5LAB r C 0 5hearwatt5 rtarfed at G" o.c. on edges.and ¢' 57' 12 p-c.on intermedrate sUpportsw with Sd common mads U sn ° L In TT - - --- ---- 2214 _..___....._. __.__ �._ ----------- T• ____..�_..- 14'8Strearwaif rtarfed ati "p.c. 1rrlr N v 1 rrrrrrrrrrrrrrrrrrr u ran"e'5 Ind m o O I ---- -- - - 16'I 0-_ - ---- 5'G - - _- -w.._3'4t 1 114 __._._ 12"o.c. On rr>termedrate 5upport5w kw{th 5d `� g 'U common nails � � - — -61ae5 Bleck I 3050 6808 w I -- _ -_� I W3630 W3012 WR1230 W3612 W4230 51oped Ceiling I �\ 5L5p303$ BOR1236 BLBO4736 0 � �--- ——————— LLf1r� f � ujm` o en-i�F Les�,�lli"rl I I � � �:' aW[l = i I Q! 510 ed Cedm r....,1�, STRAPS I Ir _t Ur $ P g M"s"e:AC,:3f3 C � I GREAT RO M Eli,� _ _�I_ _ — m GARAGE 21 '1 1 x 13� r� I I 67 ------- ------------------ 192 x Io10 I � -- .... .....--•------------.......---------- ------------- �' ►� ---- � � I g KITCHEN 1 a'CEILING 143 x 10'10I x -` II I r . w j PLATE HEIGHT �� PLATE HEIGHT 84 I : I �� 1 0 > o -- 14'5 - ---- -' I'1 I -PLANT SHELF OVER_. _ _ 28G8 \ I I ✓.. .. . -- ----------------------•--------- 1 O' CEILING _ II I cv 4 CV '�•' 3• 2'21 4'6 3'4 — ENTRY co k,� 3'9 117 VAULT 2'1 - --=-_--_—.-=,i 2668 J 9'7 x 3' ... g28G8 _ - 3110 'IO�1 4�2 I_ i I -- ------- - ------------- 60 CL SET _ —8' ---- rte/ 5' x 'I Il I I / oC\1 co a I o I ua I i o MASTER B _DRM — I ------------ ----- -- ---------------------------- - -- - - � I j i 0 15'1 1 x 12'1 I m / Optional lavatory I BEDROOM I m TREY CEILING I I O'8 x I I '7 I U IL o / i m Ln I Circle Top O W R j I O / BOR2432 81232 BOR2432 BEDROOM �� �� \,� 113ATH Window I w 3aG8 I `� LI--I x 1Q'I I o i'1 1 x7'l I VAULT BATH z ' / '---- ------- FL ----- ------ ------ -- -- --- -------- --- co 5' x 9'3 0_`, M-vsz 7d 1402pT t I LU j / _J i Sloped Ceiling ` - 8' ___-._ I'8 PORCH _ � \,- � ,..__,_� _._.__-. ,�•; �; 3'I I x4'7 I 050.-._..._.a I > 1 ": C9 — - _ --- -- — _ ------- 1 ------- -- 1 Flat Ceiling at 8-O , . �---_ Pav CN S, wi- i I a y;l i z i. LIVING AREA 12 13 5q ft Il - 8. 1 8 2'G 1/2 2'6 - I 1 I �.. --- I G14 5,5 -- --- g'8 r- 2'8 4'3 112 - 5' 112 -- I 1'4 --- I _ 551 3: n C7 0 i � I See Sheet 8-1 supplied b PP Y Jeffrey K. HuMerg, R.E. for FIRST FLOOD FLAN all structural details and notes. cp I I N v Up � d � OUTLET AT 42" 'Garbage dlspogal outlet I I GREAT ROOM {1} U GARAGE I d r\ _ I I w CD 150 AMP 5EKVICE07 KITCHEN rD _ _ - -- ---------------- ---------------` _..... tS] lL W !� 1 U rT ENTRY CLOSET o r , MASTER BDRM - f} { - � �_._...__.-----__..._.__ U� I So BEDROOM ` BEDROOM J -- BATH p BATHS -- i I ( PORLU CH i I I �S I v i LIVING AREA 1213 561 ft I � j d - g II > - - ai I tT') DO I i A1�.J � VJ 1158' I!(o0 i� ( N f I ' CM u u Lo C\jon i -FT m = � I -- [!-Z-30 mi r DID I_ r 1tu { o � f f RONT i i �5-.I Jam--T-T -rlM1 r-r � 1 �1 1ZT r fT Tom,r - LU _L_J L. `L1 1 � i� � .L_�..L._ -LLQ 111 F-:!7 rT.._L= _ _ TT _.. --_. .... A+ p - '---L-z-:r ._' _. 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Tw _�_. �..._L __. .... - - - - - - - c 75 f m I (L i KN , 050 © RIGHT ELEVATION _-T- - BPICKxENEXR -- -"_ - - -- STRUCTURAL NOTES """""" MANUFACTURER C%1NECT.R STUD TABLE NaurJG PATTERN STUD SPACING FOR EXTERIOR LOAD"--BEARING WALLS T/z•. Iv AN.w�H�xr:.J2.04. END I. >."/DOD FRAMING SHALL COIL`( WITH SEC TION 2,3 OF ENo __ - --` - THE LATEST APPROVED ADDITION OF THE SBC CODE. .LTUNATJ USC swio/Mw'OR LE«GTR _ -_- sLMCa FA-S AF 24-ac CVT Cllr LENGTH :HALL BE 44' L.EItir» FCR 16' DEEP ,vlir CEILING - No. 2 SPF No. 2 SYP �rJo. i SYP :.4 PT s1u 4«$lLSEAL SIMPSON L Tr20 10 15d COM ?. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x4 -2x6-----LX4 2x6� - A4 - 2x6 I /SDACa roP.•12'e.e. USE EPGXV Af:G RILtR ONLr YIrHU1 NAILS T e,e,,a,Ib wwyOR s• aF CUGE CONCRETE --"" A MINIMUM OF 4'-••0" AND NAILED WITH 12- 16d COM uFrMESBPErFOP[EmTOPO NAILS OR 16- 3"x .1.31" GUN NAILS. Z SUAPSON b1TT288 l;- Lid COM • 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. O ueAa NAILS 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR .-' - BEADED ntr527B 20.- tod COM 13RACED PER DETAIL. 9 ft. 16"oc. 24`Ctc. 16"oc, 24"oc, 16"oc, 24"oc. V a wi vent«yANRIFF VER rIAILS meArtn Ano r:a.PAcrta FkL �. . 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc. i ,• �r _�_._."-_____ .-_. --- - 1Q Ft. 12"oc. 24"oc. 12"oc 2,t'•oc. 16"oc. zrt..oc. 1__ Jla•C�T Linc» SPAPSON HD8A 3_ 7/g" BOLTS (A5.tIOTED) ON ALL EDGES AND 12" oc. INTERMEDIATE �W V wt+.zb lr a cc«E«s a[orav 8d COM NAILS (U.O.N.) BLOCK ALL UNSUPPORTED ma aistuncv -- z rWll w/ li - I'd EqH _-�____.___� _ __ __�� _ _�._._ ____-�_�..._ _ - _rte EDGES 'KITH 'lx4 F'LAFWISE BLOCKING. SHEARWALLS II ft. rl/A 16-oc.. 1.1/A i5"oc. N/A 24"0c. I �- 2*-0' IN SACH END LENGTI' SHALL BE 1-)/32" CDX OF? 7/16' OSB- (1J.0.N.) r roP AND BPTTD" ) n9 HOLD DOWN ANCHOR ALIFE=RNA T-IVE EPDXIED ANCHOR -_- ___ _ __.-� U :srarr wranaE CS15 AT$72 qC-Trw TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE W/ 12 ft. N/A 16"oc.. N/A 16"oc rl/A 24"oc. MT5278 ANCHOR ------•-••_-- .-•----- W TYPICAL 2 STORY BETWEEN FLOOR STRAPPING 5/8" THRE=ADED POD WI FFI MIN 5" EMBEDMENT TPP4/6 AT EACH END of HEADER AND NAIL N/ 8- IN COM NALS OR Irl .131 x 2 2 GUN NAILS. I f . 1 oc 16 oc. 16 oc. 1/ 1 3 t N/A 2" N/A N/A < r!z•.w•FNC»oRr IrOLrs v Ez'v.e. 3/4"A8" WEDGE 1 � • /Z".7". t/a•"TIERS MTT28B ANCHOR 41/0'• THREADED ROE) NJITrI RAIN. 7" EMBEDMENT __.._.-..._ f ALTEPTNr[:LSE SI«PSC.»A, F,. HEADER STUDS AND HEADER CRIPPLES SHOULD BE I3EW0 FA-J At 2.• _ �� 1 fE. N/A 12"oe.. N/A 12"oc. N/A t 6"oc. LA- 2..PT«u a/buLgx 1/2"A7" WEDGE -_ - - ---- - -._._ NAILED TOGE T LER A'r 6"oc. 'rr/ 12d GUN NAILS ( .1 31'x - ./sFNca FP4.sz' LTT20 ANCHOR 112" THREADED ROD WITH MIN. p' ) S � _-- 0.•a IaR1a.�M Lw EMF3ED�AEP1 T 3", .>TAGGERED. CLIP UNl r TO SHOE PLATE WITH O ngEPMu»AE»RwtErEN, �- _ _ -____ -.-._.-_....�._.-_._...____._-_-- - -- i- rPP•i/6 CLIP AND NAIL WITH 8- I0d COM NAILS � NUr w/ 2" x 2" x 1/8" WASHER HDBA ( r, , T (U.0 N.) _ �� _rl/A ,_.:3�4'�:TFIRE`ADEp ROC! WITH MIN. 8'_EMBEDr_1F_N NOTE: THIS TABLE APPLIES TO STRUCTURES WI FFI 0 %. ALL WINDOW AND DOOR COMPONENTS MuSr BE DESIGNED TO •rj • ) --BEAM- W 1 2" THREADED WEDGE ANCHORS SHALL BE "RA`NL-STUD" OR "KV/IK- BOLT" OP APPROVED EO!JAL rv1EA�l R(j0F / / WITHSTAND THE DESIGN LOADS BASED ON A LOO MPH HIND HEIGHT' LESS THAN 2.5' AND CONSERUCTED IN WIND Q b"y.Apx 9AnR^ERN ROD THRU CENTER EPDX'( S'(STEM SHALL BE SIMPSON "EPDX`( TIF" OR HtLTI "Hi7". Or2 APPRCJ VED EQUAL ZONE=. _ rvFAMD ANO CA014lCa FILL ZONE OF �"."�4 z SIr•1F'=0f,,I PA S EMB ^rF:C,F> 8- ALL CC)PItJECTORS ARE SEMCO OR EQUAL. (U.O.N.) 100 MPH OR LESS. w WN.2S•W O[CRIERS F ti r�..,P..r,L LAB FIT=KENED'E-CSE 9 rGUNDA IOh DESIGN IS BASED ON MINIMUM SOIL ---- SPP' STUD GRADE MA�r BE USED ON 8' OP. C' s I1siF ea°mc«,use --T ERMACAST COLUMI I r BEARING CAPAC.I r f OF 2,000 prf. 1 LESS TYPICAL MONOLITHIC FOOTING TEJ4%4,`�LL NOMINAL PLATE HEIGHTS ON SINGLE TORY AREAS OR 4! 10, C SIGN '+VIN i.()ADS ARE BASED ON THE 1997 SBCCI THE SECOND FLOOR (ON TWO STORY AF?FAS. / fir( T!21_1�0 WITH WINQ 5PEE0-�F--1Q0 MPH. • =TEr�n.V ALL_ r C�r Irll.-� BRICK VEHILFR WITI, I•AR ;PACE AND WALL PE$AT 16`OC.`,6Nr AND At l /� • 32'uc Ir RIZQIOAL. NAILING SCHEDULE Filp"Ytem 'WITH CALV FLASHINC ANO NEEP 110LE5. --"-..-- i/2" THREADED COUPLING GOMIILCTIOM TYPICALPIAIJIq ALI9TNATEtMALRg1 IU.iEfp1ATENALNIG2 2,4 Pr SILL w/ :EMco rays a1 32'oc. W COLUMN BASE • �"ew .__+I-+edaa. aR _te•aur%�tx,�ar, _ m-E?ar+n _ -- I/z' . ,o 0.e AT 3z' ,t % raga"Zim-0dtrva- ra4at.amaid lraah l Paabns�otrdralah-.�_ L'CCrIC. SLAB 2$OCP,, •/ --_FOUNDAT!orl FIBERMESH CF7 e.b-10/10 WWm I ,%ptrrcrL M dl .171%I hltldrrp1aQ77+rq.t- �T BYI'sl .T bn4nzwttrr4a rAk hift / ` I 2" x 1 Q' (;ALV ArdCFIUR DOLT ' r / - --„M�(TM dpif/W MA _ Ta��;rrid vr h - - - / r_-- raaORdlEgprag11100&1 raamd is bvm roaal� vph' COLUMN mrmat•*9d" 0.171'XIVrtrnxg4114a UwxrftTawar TYPICAL PERMACAST; C _. . .._...._ j / Ur a r111'Rta EMrk�aa.�.Trip wrkAw"i Plitt n*C nnlir thM(pn twlr I P 1 _- (. SrrA1Yq I%wH-2a�_---!h I d-d as r0. %� � ._� !dIS"�'�"Iodsdgi.._ oandp�T+orl�.wlPldlad�i t CLFArr, )REITFU. COmPAC1ED FILL • � ---- -- ••+•4 QD d'CMU $IEUWALL ./ 1i4 LERNCAL • A ,•• •- as an tdpts w4raah Pato sdw K4 rash _ a,- VCalltl'Roal MIWsoidOMWIAOrq Mtpkwtr0.171'%212 AT ad- W AND ALL CORNERS. «/ �_ __.. A-.- ' r�4 (,L 1'I F It, rC : rl[� (rdl� Fr',rllJ 0.o** t�zmt_T rwkar,e..w•k _ _r,i, THI',= 1E_J EL iF --- - --- -- TT z I+< K 0.r SLAB 0.+D a HOOK cPEN.r.o$ rp a �_ r /-adamnm III 14 1 0.171'AI VClrrtITtpm w Q �. TO' At FLOT44G �� Wun•Qse (1) tRlwfY.Y'lltAdp c -- cv B -` _ FbTp11 1•tOdnasr$ 10-/Jalmn 10.0.131`%1 /1rMTPPq/5 rGP MID OrrGM 'F 1 ••tweaw6 �t7--44 iLi� 20- ID" corac ORJoiCS b To Swa RiPOASM rnrEOr 00",&W FOORNG ./ z/$'i CCN r. F AnOnr SSE _ Wraa1(TSZTB -'-----f4•tEdar%Irrn.-.�___.___.24•0.1Srx71Frmk -- ----- - (v 6hQ�uH7<t1111 16• %1t/�' 16•ij2pIYYiJw�-� + v w O coR TWO-STom --- (z) rPP4A roa 1 t►5 r=;]r'IT. -`- T 0,E 22',,0' FIT; MIO 9U At --.� ... --... .---. rFv4 a At J2-"r -�.. ./ s 05 It Carr. NI - r sI 111>b1. lnk17`rlrlp4hy7 _ _ rrnGti STPAPP c(LIND) ` PLACEMENT OF SIMPSON PA51 EMB. STRAP --- - T• balKxteFrrlErrl� �7•rLtlrxlVl't�sF� - `.._ -CC STEMWALL w/ BRICK VENEER�. "'r0THEa "ICE M I W]0. BCU$ at Bt LOCATED NTT2/B 2l•t/d eaalor M---!1S2%I tIC rM [�. OF X,rrr; Sf 13E. r^ ^ VFX uUST 9E erl IlnTu- .._..�?tCt v'• / COW BErw EEN - BOLT Ar:D ,TIC 2.4 PT SILL n/ SENCO IF94 At SZ"OC STW 1/2- . 10• A.d. AT S2"OCMICr+CR BOLTS 0 uu$T BE alrwN DRE-ErIGIHEERED TRUS SE.`_ AT ./ 2" 2" I/d"WASHER 1 4 ca,c. sLAd 2aocP,; «/ STUDS 7%1 f TT.I,_ 4i_ F.QOF SFIEA FHIr1G 0 cq iIBEHMESN OR 6.o-+0/10 N'AM 1/2• ROOF' THING 5 0','[r; 154 EL r Ar J2• o c CR �\ CIO __..R.....� _� F4-J 0.F 2 _ Y MM W _ rFPKAu \ I LF)CI•.INC RE(JIJIR['D BE.'rW[.Efd OUTRI 'ERS-.- 711E," 058 SHFar'HIN„ r1A1Lf D r 6' �r 1:11,1Ir,, ALL \ B TYPICAL HEADER STRAPPING UFPORT5 Al 8<J COTe OI: ea F,11`jG ',-HANK r.. HUr RICArJE= [LIF' H-25 OR Ec)�!AL � ---�CLEPN. tRFA'ED. CmPN;tED FILL ( I I - _ - /� U •1 it GC. � 0 �`--•._._ a'CMV STENWALL w/ Ili sERTiG4 AT 46'Gc u+D ALL CORNERS. «/ HURRICANE ANCHOR A' EACH F?Ul ,'S / 1-4 � 1. � )z•HOCK At SLAB MIO b' Horh / / / 1 FiAF.i;E PAF IER CONT p r _ !J �.... ._. ..�/ 10. AtF0CTING ( SEE SCHEDULE ) % T - I / .� - -- �HINr;LE STRIF' '<4 E3L.'jC�":II�I'l I:� SEIEA F-11r1;; J(.ilri F i / z0. . lO GONG /-TRUSS 2) ?■ _ ;rP DOUBt.E TETT �tarE N/ l 4' FPOM GABLE Er`!D .-3-16d COIR 0 EA ' FGRR 1`4 rwO-srOlrr SEIKO TPP4/o Ar U.E s .95'x CONT. BLOCK (,rYP ) i CORNISE DETAIL AS ((':flT i �F' T(j CORD OF GABLE END fRIJ`_SS D TYPICAL sTEMwALL •-3-12d COM (V(P 1 PER BUILDER'S SPECS L5C Frj"°1 DROP 3 1/'''' \'"---7.0. r L„ 2x_ SF'f• ,$2 STUDS AT 16„ r-„- - --__ CftI,I D 4 8' FROII,1 CABLE - L3LOCKING c9 2 ac CON r, ?_<<1 SC AC( FROM rC,r- TO (SEE STIrD TABLE FOR ;izES ' BOTTOM CHORD q X--BRAC!M G i- 1_IJ NAILS I" PIC4L Al I,A1� SHEAFw/ALL AND SCACIr1G AT VARIOUS I+EIGF(t ,l (PROVIDE. ADDITIONAL 2),,1's @ /[} VEF,'TICAL_ IV HIGHER THAN 48", J 7/16" OSB SHEArrilNi NAILED AS NOrEG - ;'•1 `-X.,,,%8 IF `/EFS r WEB IS TO FOPM Ar,l .,L,. `;HALE.) CLEAN COMPACTED FILL --� � �\ TYPICAL INTERIOR SHEARWAL4 TO TRUSS CONNECTION rlO r � 1 15 cover. �� (J 4" r )rlr.' 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