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DVD r �' OBD T� nn^ D vv"- DSO G� cncnTpp� Dcn � O I?1 .: k Ii. m � zmr0 QOm O � OO � OOm mzmcn � � � DZr OOv � m v0r^ 20ZZDv0 � 00m r m -ID Z n mCO � mmn � = vN --ID -� Oom � pDZDrn70 � -ID � � Dcn � oon7ocnmcncn () � nTTrZ -i -IvpO � nnp -iCp � T+ v AZO Ili A 4I cnr r 270 - N yr D D -i r N � G) OcnNnD - C -IOrmC70 TZ rZm7o2 � S r -� 70 7o0m � z � � 0Pvm7o00022 2rnOOm2zmm00 z = Z 1 m � v - �I cnZzZ • • • rz3DmCv' czn cznvr � .-� _{ . -o _ O X g O0D D - m � D 'k' -0 CZZZG oomO -� OWr= mzv' z r m - -I r_ .v DrDm w, 1-1 Dcn m 0 cn N - n = � G) n � rn O -0 � 7on0 - - 0C � 2 2 POnn � � n nZ f> .v _ 0702r � Dz vNm O c) � r S -IN Kd) � Z � CA � rncn „ � rn G) 700mOrnZ —1 -9 O � � nG) 00 � � 7o07on .� m �„ � m � pvNDrcn7o70 n O -Icn IT x z _ T_ (7 r l� - O -� m N k, x fl "^ = �ZZpoZC700 � mcnNOz Ozpn2 N � WDOm C z � DDrZ � G � -I mDC -_IO D ZO � mZrn mC0 zTmvO � .n� mm � z -{ -ImcnZpZp � mrSc� Tpm � CO� ZTmm � � 7DoD � -i � rmONp � Z7o W Z � cnZ -I C nCp m n � C m -+ z p r 7000 G) nPo7ocn ODr^ rn 0 - - 2 � - prnmOm O G) 2 _ - 5 cn O `m mm � n D D C n Z O o Sn cn G) C W,-. O S m F.. m D r^ n 'T' j Z O Z -i Z S r^ m rn r O C D po 2 C n cn G° S Ti p C p _ Z C O m 'S m m v ` Z O m 2 f� m 0 m Z O m Q v T _ -1 0 N = O , ; D r- v - O 270m m t-A v -i - �^ Z nnr- > C ZDm WO00aG) G) � DG) Z Z - vD � C � 00 � DDT� -� ZyD70TOD -� Z - 70 - Ocn � v' NCin � Cin - m � n D I -I W z - = 70 x 0 _ rn 7° z v' 7o O m -n N "*� � � � � � 70 70-- rri N D cn O m C< C Z v D cn O Z O O m Ln D 0 2 7j - n n N m � m cn cn 70 � 0 7o n O n n ao � n - T v moo r m Z v n = D -IDH n - oo - � m -0 O n' Z -I m C I,ib5 X N CZz n - 5 WO N C r2 _i -I v ncn _ m Z m2 D -0 J;- --I -I r-� -� 70 ncnm Z v _ PO _ m Z7o 7o CcnDC r r) -0 D m m OA� Z � DmNDG) 70 m OmC �G � 700O -Dien D � - Z � ' p - DnOOm � zpCivQ� DD � ZODO � v' 0° r � Z � v DmO � tn � Z � 2 in - 70 � Op O Om0 iii OZ _ � OrDinwOrn rn vpm • v < z -1 =� Z r € Z DrNO v Zcn -iZ rn � m0 z �, � � mv -�< i 7o v' r D Poz O mocnn0Z rX � rnzD � rn cnNDoPpOZ cn D v -1n7o �' 70or" N cn 700 � _ � 3 � Cz � - mW zZN DOO r -I . . CnG) Z 70 5 rrz = gym C r0 O - = � C nD NnTZ - - _ - _ - - _ - _ - 5 #a 304i `R 4; K 0C — — — D rn � 7o7p -I W 70 mOmS < -� X70 � m N O Z3 OG) m mOZ v I cn - O COP' -� n -I 0 mm rZ DZ -I mD � m Or m � CD7o � m � � I' OOZncn O OZ n7oDOmZm � Sm D 200 m n � O -n C � '''' v OZ p T = -.j -0 cnnmmcn n m 7o7o0n � c" v n v D Z o _ z 0 � 2 -n Z oor0 r n 7o DOm v 070 vm m v7oO000DG` G) � rn v Pop -n --I i 0m = = mNm0 - mr- O n mm ;aO � �' cDi� iT rm C � � CmoDoO Z C mC� mm7ocnp ZDm2 � m � m0D-m� m oom �' mmn ZO � rn � ZmOm Z � vCO [� cnpnrC N � -im ? m � O � Dc< r^ � OTndDOm9z � � vDv' rnprnrpO � zO :r- d o v D to Po v m -� D cn G) „ cn C v G) D -I 70 - n D Wi 70 � ZD � ,� Z D -IZ � � �c' w -I - � Own to N rriDr G� D � rcnCp D Dcn Z O 7o - n 7o m . . n Z C -Icn -0 ... tn - cn70oo m Dm T7oDG � '� m 7onvinT - � mcn0 Z ��. #'; zlym� Z � T zO �' cWn �' n' v - �'' toO N m2 � n _ 2 -� -� mr < Z T - O Z m !'� (� � 2 -� Z vnOD � 7mo pto r �`� 70 r^ � O �� n m z - z; 7o -I ZPo -I < cnDN cn -I � G) OZ ZDV ZD - � z 2 � -ID 0700tH =l - nvOZ� O = rn v < � m � ZD O mom Z � � Z Qm 7o r Z tn - = - 7o n •�-I-IDN Nv to DO -i -{ cr+ D0 2 �n Om02W Z rn2 O mO0 -i < m C r,•, 0n -I . CG) D7oDv r -ANT 2z to n < I -i O � mPoD rri O CN = -nvN Z � c -iZ O O CO T cnGvmOZ vrnDZ 70 m - Z - G) n n !Ti70 702 D - to rm - W Z0 v = ZN . W _ Om G) 2 = r) � 0 D zZZ � -•ID -0O Ton D O = G) 0 �, � N rn 2 m7o Z nD z Z N Z O -iZ -I z v W m OOm -i mm Cm ;0 (A N 7oz r � oo0c -IV - -I � � rnZ n00cn0rD- cnr" -� N =i -� nmOD 700 v O m n � D O r rcn -< Z m - D 7o Z -G Dr n n 70 O N mG) � %5 . C ZOZ _ cnzrD rn G� < 0 >, T � T0 m m = � Zr,� m y -<, OOD v0 N _I -1700 r v mm 0 - rnm2n z0 =.1 vD � o OooN � 00zN mDz mmZO < G) D = -I ZZ ;0 - m n - -< DOO -o ^� -I � � `- � m � Zv --IN � � DG� n � m D � �, Doro � n � Tyta°i� m 7oDGou � CIZZn rn� -' D '° D O2 � TriZnDN � O � D ZnnNcn -i ZnT - D W �, p � 37oD -iZZvOZcri� Zv' -0 ;v D OQ � � DmDC -i in 00nIZ ' ZDp7oZ � 0 mOn � 0 T70 � � - CZ QN X Z N < (- ON 70 O N v -i--ix --, r- o > mN - r -I Dv0 O G) NOOr -0DTSOmNr- N -IO = mn v 2v 'v to c� � mOG) zz ZZ -10 D Qc^ =I �� ,+ � CvmZz W vZz -v to rnv, mOcnpcn K N CSO O2rZr z OnvOr X70 = � yz7007o T_ OCZmrnnvm rrrinmD7oZ (A rnv2 m0 � O Z W ZrnvZC► � � r 2C 'v n `- - cn -I ? ` m2 r m G) - m -iZ � -n7o m � 2 7moD � . 7oDcnr,� nDy' - rn Q -I O rn 2p � rn mp20 5 �; Z - = 0mcncncn -I � mrnD 'S - D Z m _m Z cnp Zm -I -IDS = � tn0 NTC � OQ mcn O DD m 2ZmZ � -imrn -� D -I r70 w 8 O D N p D � 07ZO nO � v D c0°i� cn - -v m m n � 2 cnz v „ mOZ D n O w Z D 11 nr v mD � � N � Po� O m rT � = r' mDOv 70 � v WZ � r � � � N DO � nz � v rnO N � D Am rZ D m � � m _'I -i N v r z Z; rn -� - O Z - m O m N r - -� -i m rn N r '-0Oz �' � -ZI � O '� m D - r N 2 - --10 2z Z CCT 70 (,� p -iD D v0 G) T m U-) = O D < � C 7o r r N ' O C p Zcn CN rnD mm m -I 2Cm 'i D -� O O �� v cn € , � r iF O - � � ;v = p � m -' Z z0 W m r70r1N W r0m ' -IO O - _I PD -� '� -I S z 2 m07o O m C m 5 m n0 rnr N m � m G) - m rn � m r to O7o v m - Po N vD to � - D - W -- Z tn7o _ Dcnz c„ � m � mm07o n7onm -HOZ - NNv7o Z Tor vnZZr Z N 2 OOz2DMT Orn rnnv' n w Tz� p _I - x, i n to n Z O cn crn --I Z D n v' cn -� rn m m = D m r T u; C 0 < G) 0 m W O �2 o m 70 - O X O Z• 0 0 ,,, T+ 2 7o r,, n t„ 70 -I n O 0 -I n n n in n T n O T D - z 2 m T O m 0 � 0 � to -I m p O m n ZD2 - G) rnm O 2 T -� 70O � = p - n ZZ W V o�`, 7o -v - C � r < X07o � Oz � Z -n -vOcn -I 70 DpDDm r^ D � OrAv' v' mvzi ZmZ � 7ocnzO m O O � Cn70mrn � Z C „ cn mm � n jr " n -iDZW znDp rn ON zDmO 'vrr- r � 'riprnZm = •n C 00 ;0Z 0 ? G) 0 - m -4 < r^ D ' 1-a G1 ,-- N D 270 nNZ -ipOn C � CC_ cnp ,� - 70pOG� Z Z 0Cm OmmO � -� � inmT O � n � 7o � i., D7070 � C ZED 1111 I7070 Om m m -1 mZr = vim W Wm -� - co On -i rriOr• C m - D D = P000m7or m70 �� 0m -ImOTipOm 2T70 Z70 '^ -� m � 0 Z m7o W KCrn nz � 7o C0 - S DT p r T70 m3 � Z - Porn O � ZO zr - rn2o ppp2 � M = m 70 - G) Z to w n O Z O m G> -n -' to 2 O D 70 -0 0 -I W m D r ---{I O D O G7 v m N O 7o n - m I p p 2 mC_ m � O - 20 -i m 'S N 7oC2 7o CDT � m Z rri W T � m Z nZTC -I W ZQ r- > = D70 CO v Z rn ---I = m nr W N v DO 70 -iv OZ 7o n DTQ -I O G 2 m = rn 70 _ - rn mZcn � - D Z -6O - < n O Dm0 m ti; >, -� O m 'SD S Srn C O yp Z p to 0l�' rz r m < v I-) O rn � cn O m v O �v -i D 2 N „ in -� A 2 rn Z v W G) -i 7o O to W m TZ p * tnpm > D m �; cnm v C2n X70 m -. < C mr m r - m _ D7om D TT � � ax ' < = 0m _ z D - In r mv0 O D mO mC S = m cn C rzZ Zv O - _ m -IOZZ � 7o ZC Z = � ' rn Z OcnO � 2 � .� -iS D rN W N BOO 0 � pm ZOm 0m O m 2 m > � m v m to 7o n < Z G) OZ ' ZNrn v v mmaD � r p m iI v 0 O mcn2DDzvOrD � oi2 _I v C r - AcnnnC nvDD � oo ? � -* cnPo � � Z CDmO DDD -I -ICm C _I 070 s _ 7CZ Drri - rn7020 -I z -< n Q = - OT N m 0 I , D TO 70 OD O Z ' r- '1cn 70G0z � m n m Z W C < Z .P n m - v nz m Q D O N 70 W m � . am , � ,, � ? ' 00 n � - � 70 Or Zm Ti0 m COO mDm rov0 nnD OC � O _ � DZD < 0p 'SZ 02i= 7o � � m = C 0Dr) , cn Z Zm7oZ � � ODn pN � O ND n70m QTim2 TXC s nz70C z ►-' 2 � O - � r^ v v Z v � nZ -� G) DzZz � � AprF-+ O nD Drn < m mn zm0 - rnm v � m � N -<. D z m W D mO _ rp < C W m m vrn m n m ZD to cn rnW -i -n -'IDnm n -In _ � G) = rr170 . n mcnO CSZ DZ OnrO T � - to N -� mv - mZ nCZ zZZ O D Ov D -i r m -< OZIn -� - Z m r Z mCAC N � � O m Z � rnn r m � vor^ OC ' � w n 3 m 2 rn rn 2 cn 0 Z G C 0 rn O N m D O c u c-Gi� n Z 70 -� cmi� -I -Tri m m �n m -G rSr� -nI rrI x Z D Z n Z Z m n N - O x m ;; � zz -1 NnN � D D � � � � � XQm O = Z - O Zig -� �270D < � m - � G� � oo702r 7�0 � � mm r 7o - O -1 - Z Z -IS cn -0 rn 70 -� Z D 70 v _ -i G) Z O = v m O = 'v 00 N - m 3 $ � G) rn = 2tn --1 r r v - Km � Dm -i0N rn xj0 v mSC N OCmrnOZ D rn _ = pD Z N � mnZ 7o n0cn -1 -Im _1 m70 -IOOZ -i Z 70 .v O 70 nr Z � < � }A, D p SD = r Zrv070 -0 r r -I Nr W ^' = rnDZ n m Q -I � cDi - Cz0 0cn m n m Tcn v � On D -nvcnC D 70 n DZ v C O r r0 � -< DOz T' � D � rn 0 - -� aornv rn Z m p0 D � -n DS n NZD � -0DD Ooo -I O m cnp -I mD7oN 0 I r- � m0 rp � ZOm O -� mcn r � n0O r � D0 m W � m � m � Drn -< � rnmD � n 0 � -i 0 '^ �_ T D -IODr rn � Qm --i _IZ - • T - 0 -070 mm2 Z z = _ -ip � 0 mcncnC zpD � D � cn -I = ii i �2 C: x ON r IN = � � W Wm � 7fl C v � Z ODtp7i� D n 70xN ? ppm C7 --I r- rm -ICm m N m p m r2nZAmD >, ODp N 0 -EqiOZW rr . Nm NNVn } 0 -10 W nr � D Cpmn .I � -nIp Z m � 0� = rnCiO Ono rn7, A N Zn �� nm O z r^ 70m Stn z rn C < ZZ C ncn m mm to = v r v < mZ O G) - D 00 m OZO G1m z 70 � C 2 � _ O 7o , rnO ... F + N - ' _Irnvm CD D >rir D CDZr) O V W nz m r -IZ = C O vG) r Dcn 7oC vr _ N70 �, � Z -< NZ r N 7000 mm mI m N 0 Dnp Z _ISO z r n0 OT 700 v O 0 Z v rzD W poo W O N v W m m Oz r DZX tnZ _ -i = mn m O 0 Z v O 1 ." rg� r y rz� = M N ON = vm m -< LA v v 700 m�, Or z mGz) mm Z X70 = D O Z = W r rn rn m, _ I r G) _ _{ rn v V O r- O :r � cn O m m r C O rn m D m m -I z m m z -I T G� z m 1 ,, ,4I'l r^ 0 n W D (/) G) :n m 0 n W D Z m 0 n co D ,n m 0 n oo D 11 I � �� D G) C m O 2 D D " v D r- to cn N Z r' n cn D N m to C n m rn to m rn cn0 - - m v� m N N rn , Ylt � rP00tnDXSmwr -I -IN m F-+ m70 .P- -1Po2 - 70 � 0000W r mZOS` 7o OD -icn7o xPo � O -� -� O � znDC70 � Z G) nD mZZZ = D � A � � ypmWn � D 70 0 I'll III) O 7o Z� 7o O r Z Z O O 70D0 O -IG� NCp cn0 � 2r D 0 `' IrDprnmn � XOr 70 � '� ^� IT rn � 7o Oo o r m70 mZZ O Po OrcnD rn0 O = 7o Or � wNN tncn I ,.� y; � m ZO ODz D � �+ D mm nm � 7oDn rm rm r '�'� rn �- rrt a 2 � v � mmz V W • • CCnD r VTG pCGr COOK Cn mZ OtNi� Zrm - nZ� D m -ir - 3, pmcn -n - D nn - _ •„ 5 -< r D m r N Por- - M - n - -a v C N � _� z -iW rC - z > X < -1c�i� nr � • • • , nD � m00 Z n D - � G z _ Dm F, - lu - - OO -nr . . � Op i- -1 - 03 ODS, Doo 70tH D O UV) " Orrtnzr- TCmtn70nOr nmm70O v 2m = z O r Cr m rZZrn <cmD � r0DO z -I � C rnmn N V, € Nrnm D m = m 00 070 0 7oO -iOnrm2OnD00 (,� cn -vmrn - nN z Oo -I "I -rI CCn -n � m � Cmm � _ r Z D D to cn7on - < 0 -iv m W m ^� p cnC OmPo7o0 mm m - r zn D zZI -I �- x ., { N � = tnPo SvNr �' C � 7o7oDD mn �� 70 � � � NT Dmm O DrnG77oOT � cn -ImO < D _i � cnD D -I �_ � - Nm -I z � -r, p -ID cn AZ O G� € _ rn - m D _ w N N N 0DN O O O rn rnO DCNN = 0 'v O � Z r- Ln I z ' 2 m Dtn m DDOoo z :oDPo � _ z nDZm -I O 2700 < ZOO W D O 7ov Mmn rC A mZm D7o z - OZ mcn20 = cn � < ZOmrn pr,) � _ Z 70zcnD W rr - 7o U, 0 ::2 . m rnZ3 = D -< (!� v D 7oC � cnr Z TO0 = N m7o O n N _.I - NN vp pOr v cn -iD C m 2 7o to to r -I C G) _ z = r p i NN = vDO zZ On c� nm � ZrD- I� G) G) > " -, ZT mcnTrnZm mSncnm mm DPo � m n z Q 7o � -I N7oncn n0 m D OD NDmcn t. N D C► v nDcDn �' v' Z vcnrF•-+ Ov m rN m O W cnm D TNO CI Omr O z O 2D z -� i °, it, _ O � cnnQScn -BOO D � N •prDp �n = nN � m0 '0DZv m rnN Z cn D z O O � 070T n Zrnr -IrN 5 rm m W D � NDn 0 -� � mm0m Z i- Z -cnj D � nO -i ON m � � Dmcnrnnr tnmOOnT �_ r 5 mcn30 T ncD � r Z Np < OC mD = U pO p � � mrrn � Z7o7�°oOW m 4 r � � NOm r � m •:o Own S ' 0z � O 70 -• ;0 D cnz = -n O � ZinD D v n oo -0 C) D � 'S _ nO D � WmN mO \ iTr � v DNW to „ -0 � n " p Z Z D -I Ov zm Z G) N cn v < W r p - 2C 70 � �- O N On - z Z500 = n 0Z � mNOz N < m Z -IcnO D -� m � D r � G) 070 m -Ip Orn in n _ cn Z � � D - m Z - .. m ^ ''� OCcn Z Sm I. N W 7oZrn � � m0p � w2C = Z ON Om2Zp m -_ICODD � _� Ox 2 jppmzCo T n70 � � v rn � p � zcNi� � CnZ 02 Z - D � - -I -G 00 - m 2 I _ � zc0 � 0 - T `^ 7o � N cn ZOZrnD NO = Z n7o � my ^� cnG) I`•F D ` •nZZ - 5b . -rM " S 2 Z < 5, Z mN m N -In n N to C70m � z m � NN D D . tt W OW � W O � r Z _ D n cn mOC � Dm r c�n2 � my r0 r D D m Onz I In ZDO200 D -< D D OO mm � -0 m n m D r) Z -1 � -IQ _ 00m mcno � � v0 �� 7no _ mv, � D -Iz m cn n OZ O m D0 W Ztn � r; •< S = r N G m _ N r D = -I m Or = DNcn n = c m --- Z -�I -zj Omz-Ir v 3 r a s : 1 r . N , DTm C -i Zm _ C v Z m v2 o NW � W D r Wr = rC70` -v03Zm7o nZ i7cn �'^ vr^ S -� O Z m -i n Z -i m D 70 Z -< m -I D C < � to r� 9 cn 0 Z O D m -I -1 7o p ' S p C = W cn cn D Z T C cn N cn r n �T� C _ C { m I t n DONmOm � D mmNNm O -I :� ZrOr� mc�'nD0 � DcnZ W C ZD p =i cnnDN 702 m O � 0n O < D m zZ0z �-- p - x v' Nn0 -0 € 7o t< pNZ m _ G) � z � r m ri < 2ncn -iN D - m � p N n D m CO r p0 m -IZIn m -1 = D z cn -I 0 � � -I O D C n n N n O 2 O 70 cn Pm0 -rlmn v cDn zm Tmt70rDGrD Zcn = � _ v � � o � mDZcn N ' O rm z zD m '� n rn r O D � ZD 70 ` 'A *` to O Tm O -i - cnm N OD 7p � N � OZN -< -I '� Drn = m r O OO O D O Z WOz = r O 11 e; , � tn. Own O � O O4-- ... n0 � ZrOo Z r0 D_ ZZDr" rn2 N � -i 'a m Z W E � vD WGOO � = 70 ') C - O Drn G Dmm - N < C m T x11 11 I,�a • T = = � 2 K D cn T �_ p C C C D In v 70 70 "o O Z 0 z rn O N n - r p Z C v V) O rn DZnmDO N m --I �+ O r 0 moo nr m O 070 � N S oro 7o p rZ _ O cn � 0 . Z moo - n CZ rn cnDD Om _ D -IS m m In Q � Z z m m m Z 0 m z W m O � � O � C v O '� C -I � f� ZNDrmDZ_ DnmpD ,� � N D z � D70vo mp V) . cn = rncn v rD Zv ' ' ,s i v rn = W � w m O :Z0 5. m -nn K mr n Z r T n = 700 0 N r" Z Z m? m NJO 2 7o Orn - rn O n :- S O Z D 0 � m n m � O 'S O � p � m O ^� -I O -I rn O D — N p -I Z W O ;5 = > n v' cn 1, rn � 0 D ON n m - n- ,Ir m0XOz0r v nr- z W zv 0 ? NZ - O Z O -I Z7ozcnDm cn rn OQ m m m -I 2DcnNn W -1 :., O m m < mU) O -I zN 070 D pmr-Z W cnZ D � mDD = (/� m N D nl � mOII. tp o Z -I � to ,m- S � C � �v' v WX _D_in > ) I- Porn -I � � NOG� v m O DmNW 5 nr) 2 O m N C c� W =1m7° rn70 3 'v n0 pn N W zz o O � � , v moo m n -i & Zt70 2 --IZ -O Kn D 70NCZv m . OC -� mD � Z � v r„ 700 N -I � � p0 z � '� W DN = cn00 O O z7° �, O h O - D 7o O n D 7o O Z to n n = r cn X m = C m m -_i Z C O -I m �p 70 m DOtnZr'� m KO cnDm0Op m n O nC Z = 7070- -I S +n N Q � D O D 3 7o N Dr,, � m C o � ;I 70 < r C) r- O -0 ZO OMr- M -n N � � v m 70mmQyOv zmmtn = -Im > -- -0 M0 D zM D -iC 7o T Ocn -0 z N � cn yr Oz cnA "o, 03 ` . D n v O 7o Dom+ n . rz DM m to v rn D 70 2 r D 0 70n y r O O 0 7oC Z W n Dm N mnmrp - -1 � C m ° < cOi� ZDD2 N Dp_ Ooh N wv' m cnrnQ . DD OZ � � m -IODmDm < ncn m -I m m � r^ D n D vzi -mI D � nn0 v70v' Ov' O - 1 S to z 00 _ -1 < I s D m vO0 � = N pZ D\ , _ -a - 0 O V z m Z � � m -AmDD _ _ Z D N o 0 OOT OF-+ V N -O -CnzOo oSmzA7oXZZ m NO A Ntn v cn v_ O n _i n O WO DZ � 70Z = O m n ZOS O zC) = = 'v0 C n !< m ( X � vCN CN n O < C C PoD Z z ZN -I Cm rz � Om - n' m Nm -I A p rn N O r -I C 5 . D n X n � W D z m � Z Z �-O n N m r nr � m m •� zz D Nm z IT Q D Tr z Or f > Dv Drn r 7oO v < v' 0700 D Dnc 0-- cn m rn DO O v Om v rn cn m Zen 7Oo C } O N C O r --I Z . - -. .p Q n N m m , D -I m m r m r G) N = O Z �:j 70 -I -v r O D 7m0 G) m o r _ -I C 7o D v Co -I n rn _ O ON rn n my \ m n N %.j m -� wrn m m V � n D -10 r =l D nO n D � C) DmG) � -I C v = rOV -� N m v ID NO cn C) 0) zm0 Q _Ivpcn C C 270 1 TY _ to 0 � ` rn < -i O TO vz00 -I O r 0 C � m ZONZ x Po m. 0. W cn O - z N O O ' cn O m m 7o n m N cn � m n m D C) O m = C 00 D 7o n = -I 70 0o Z O O m O 11 I ' z LnDND � D On 9D m 0 � Oz � AZO mm � D -� _I D D ^� m m � r „ O „ p m n rn v w z O 0 Z r 7o C -I 2 N N 7o m ,m m =i r v m O Z rn W ry i °� v O O = O N W = m r cO� p C -q V�i,: � � v rn � , I11 . I'll I 11i , . 4 ' . I 11 Al I 1 :1 kr �, t Ff} x - 1 s i '. r . t� PANEL SPAN � "O 4 D T 24#1= m S ', � �I, �, r----------r-------------- ' - D O . I -----T-----1i------T------1 I . a. `{ x � II II I II Ii 7A Mr �' � O m D I I I I I I I I - d', s, iV, , � I = v • 11 I II I I • ^� I___ I I I I ______ z ------- --- 2 -q . II II I II . " '} ' 'I _ D = II I II I II � �, r �i ,t 4. ; r • I L----1----i L-----�------I I . }}}} m �i 3 � 11 * $� � - �i j� 7'-6" MAX tx' y --F------ ---------- --------------I-- �1I , I I O Z f a I I D � ODG) LA � NN 3" MIN. 3" MIN. ii I'T , , g ni Oj O �O r- 00 D -Ix fir. r , a -N-ipD p70o rZ cpnD = X rm � r m n N D I 170 m r O 1, � I------ ---------------------------I-- C m --I rr) m p m r ^� m O D { 11 11 L 11 r Oj O jO D vZ � OADm = 0 OmD i,�� ki rT1 I I � - c< O � N � � �, �* pPOo # � , °jq G , I 11 OI ----- ----------0------------- IO O N G) z K r A * * N D r D M O I I Gl 0 p Z ill, �� �` ♦ ♦ "I'1 �I I� N v N ♦ I I -0 � n n �� i4 I (11 I r O m r m � D OC D Dz S � } C` hfi� ------ ---------------------------I-- '< ", D -v to N Z = O 11 ED ` L-j N N � NmmZOcn LAmmm , � ,, O� rD �I I� D r rmZ - G) � -IF- ' r 0 0 0 Z O v D D -i C a N � ri .� G) � D Z70G) _ ,q I ' >.� O O ~� ZD � NOD � DmD Z N �� r 0 O --IDD 7° rn -Ni ,,_, �hi� v -v7oOv Nrn ZmA Z v9 m� r � * � G) 0C V) Ln N v 70 I 11 4 r;` , 11" I Ll Ll D D C mmrn ZD DO N Z _'1D N ON � C 1,01, Vx _ m — m 70 lJ I lJ I 70 n 0 f11 G) � D 2 = - Z � m70C0� rmC O O v Z ''n n 0 N N F, D O v rn T Drn m C = = rn 0i 0) Z -� 0 q ' O to -•I Z 70 Z 4I a ♦ D D 0 v 0 D . D �'-' _ _ = In 2300 70 NZm m °� � d ♦ � z N cn203 m � tnLi i �' 'If4 �r ;,� m - '11 '4 m v zv' mmm � rN70 �, ONF' I y, � kT -t F1 F1 Kn y' mW7oD > m ADD D m O I'T1 't $g j�i . -,f 1 4, � I I1-1 - --j (') M �J'I ;v -0 ' _i vljq '� I . V) m � N-0 > � m O r m p D D ;, 1 11 D D R-- I O I W D O r N G) G) rnmNZO v = mZ C� t . �- ----------------------, -- -o N N N -0 p cn = D O r k i" 0 LI) Ln O � i O M � m _Itocn -0 rM707o -j O Km = m V) � a' O D � � O � DNm V) NJ I^ -a r = 0m .4- Po vm � V) ,, „3t1. i z D D Po O x � D D < D ^� 70 , ,EI. i T A qT 24 v t! m , � :. I � i I z v, pCO = n' � rD v � m ... W D � � Z T rm n D � C z 700 - zrrn � O F,, � rn - `-- ----- _ ---J O O C D m Z n I D (V I O n m O ` ; D �\ 4 �i I N cnr- = X N -� � 00rnN rnDCM 210 r U1 'fl O m -� v m -I 7o to -p f) - Do , ' ' r ♦ I O I O A C ;a Ln -I O � A D O D = p N to rn 0 _I i Z -a OZ D � � mZ70 -I �,, I �" r ♦ O I r,�) \� l O =I - 070 = O n z m m O ' cn Po 70 _ D N I ` / i D N I 0 O z � Om `Z z = cn DNO - mo vcnmiT �s � �� 4 t1'1 Z O Z - A N O N F, � r -v N � Z i 'v2 � N -Im5. z O ani i -- --------� - _ _ _ = D n N -i -1 I O I 4 1 N O . zc - rnNiq > mr � . v Z I i i � i --I NG) C D Z vDn Dr^ D . Nm , # ,r1. T v 4 i � 4 � D = .� r In Zmm .,) 0Z z0o0 N R , �` I s N \ i O N ? rn pNtom v T70 F ¢ 4 N �' \� N Ir 11 � . -- L --------------------- T ::]> G' " a11 �, ('( p W I N I W O n 1 if F 14, ¢ ., f � I NF I ca oo D r fm)N . $€ t o Z 0 01 Opo In D d ' ' ' i S _ Ll <RvjI ;;x z V cn m 0 m D 0o O D -v i ,� D D -Dim C m p0 � '' � s , oa- —CI D G W b �� li'�a P` m f D n O = I t < D = 270 3 5 � G O W \ m T - r------- - r---- --------�• �: • • • • • z • • • • Z 070 Or � z z ? I r---- 7-----1 [-------T-------] O = Z - D I I I I I x ',` n < DDNNT D " D yDO DtnNm D " D tnpO 0n O � cn= Z II I II II Cn N P r I --- ---- --- - ------I z ' OmrZ = 0 � � ^' � = n Z = 070 � m � 2n O cn a m r p O m 2 r m -v m m 2 D I I_---I----I I--- I _I I 14 s � � 1 � m � n � Nm - NZ n <cym rG =1 NZ X7_00 - ----- pOZN m 'v m II I it I 11 1. ' k 07oZ � zNm m v ZNm m N z v ym V D II I II I II -0z s zN OZv' Z � - -IZ - II I II I II z #3� Z 2 Q_ z 0� v m m O Z p� v r= m O 0 m °i I L---1----j L-------L------J I m —I O N m Z — —I -i N m 71 Z = v -------- r O D � Z 2 � 0 O -I p m z =r� Z 0 0 m 0 m _ --------- ---- I + + r N m z cn N I r--- ---- F-------T----- 1 N I Zr . G) D N rZ " 70 v � DDN m -- 70 a z =i X II I II I II y 5r; t ,� vm Dp Z0 O0 9 0v -vZO OO 9 D = II I iI I II Z f I .,I � m O r- D r ^� c) N z z O 0 D r m r� N Z z r .� I -I----- I I 1--, � Ozr' n � cnz pm �' n '< wz Orn N II II iI ��' � D 0 Ov' A Z O D Z O - gy m " D Z O Z ---- -----I L --- - ----- i r p D m 0 0 r m z m � 0 r N O a r �� � r � � � � � � m L T C00 - m N ZD m z w � I I II I I � 11 N tGi � rri m N D m N D $2o ° ------- L---1----- L --- -1------� n r m PO N n n, r m L---_--- —L-- —J a s 1.r 't', _ - O m y cn O O z T O N O z z Vf T v T Z NO70 zm G) y Z Zm n n . .� .1 C 2 m N n m N O N N ' ' '°All u; `` IT 7o m = z m (� Z m rZ �' 5 1. . r s} r I °� `J� " I' :, II 1: S I l ,„ t €j2'` - 7Oo O 7Oo O 7Oo O °> T T C C D D T T T -I X G Q �' 1 $ t comm comm Nmm C C c — o .0cz o Acz o Acz r 0000 DD � � 0000 mO -0 0 V) C < N < N < N * „ 70 70 O m r r D r r r '33� }ttq= m O DDZ m O DDZ m N O DDZ OG) DOC Z O O O O /� /� O O O O O O Z k � �► 5 N 5 N 5 rn m D m T T r r \ / \ J (/1 O 0 0 �+, 0_ I Po f.a N 70 W G7 70 , N = 7o G) ; N 5 N PD W G7 D W N _ Z (/� t -� cn m - to m cn m () Z D n rn --q v v 70 70 70 70 70 �0 { ;? �. `� z O , g o O „ D c'-' 0 8 0 0 -n D N '� 0 0 o m D N o D oo -i -►� -� -< ... D D oo = -I03 � � ao r) r) �' O 7p r� -I Z Z C z Z I 11 S m g � mr^ 0 m � 0m Dm07- .p%a W coO O Q -+ - _ _ pm mpri Q AcZ � D0 �0 0 Vim ^' T x rn m n O z r O D z �p m � ' `I 11 �1 , � � zX Z70o /�+ z � -0 � 00mDmmmnnPoD Fa � � 0G) �' O 7Do7Doz �� _ - � p � 7o m � mcn C m m Z Z 0 N m C O = n n C n G7 n 0 m O D C O z G� G� m IT '� -I T tiN11 � � rn cn p w ►v_ N O = 2 N U, N m � O O O rn n 0 Z m cn n 0 = V) rn „ z (/) rn D O n P ,I m n O T N z m � C m z � T O M N �► rn T IT 0'11 ` z m. ' ` u 14 Z Z O y / m N * N N N N 0 F" I•-' F-' F" I-� F-' I--' N ^ z 0 2 m n (n y N z (n M T m m 01 01 V 00 + N � 0) 00 } O O N N + O O z O PO Vf M m zmcn pOm O S z v m O ' i + D q D O D i-A io i0 V 7n oo .A in i-� `� i- is 0 00 `� N z n - O z C cn K = O O z D G) z I'r1 @� z70 Ln TI T Z rPn° ov2zD S � cn � p n n p m 0 70 1 TT r -1 cn m Q O = 0 N I-, F� N v cn z G) N m m D N 0 -� _ = N Ln Dn n M/� ym2v � � ortn0 D 0 = 0 C) III0 -< ; 0 D , D N N N W N N N N • • N N W W • • 90 z D D � n CD CZ D A 0 � z D m m � 0 rn V � N m rn V 00 ; 00 � O F-� y r m m -o -o '< y 11 r Y5 I-� 00 P `V N io W in a� +� 0 n Orn N 7o O D < T n o G) m G) W to T m r m N ��: �� I' \ D m = W D -� 70 "� O Z (� rn '� \\ �\ vv ^ rn � mnm � C 0 IT E 5p u' m O 70 n TI-, mn � D Z N � r..,°' N N N N N N N N W W N N N N F� F-, F-A F- F� F" N F-� O N W —1 W D N --'I r m r� 51 1 f #, o0 00 00 00 00 00 + rn 00 0 F, + V/) rn rn V oo + �J N rn oo + N o o N N + N 0 � > S O z D m 71 0 .� I" N N I-' N 01 .p .p N F•� O Z N N O z 1211 N N N N N N "� ^ Ol N F-� `" F� lD lD V 00 p (11 N F+ lD O 00 �' F-A Z F a D m C7i v m O O O r O O O O O O r Un -. r O O 3 c�§ °;.i 90 O � N N I N I N I � -a v ^' C O O m rn O � � (� Ln � � \� � r rn I , i T T �, T T `�' T rr Nm -0 M r A Z O T a � a �€� w w w w w w O N w w w w w W w J w � .A cn w p Ln N "O c 0 OC 2 = -- 8) * F-� 0 n F-, F� I� INTI 03 '-i s w w N N N l0 O N I F, W lJt Q1 p1 O Q1 O �� P O V N i \ z O C 2 n m (f1 (rl \I Ln Ln \I Z m I + " a P10, in i0 w :� i-� in m N w iv N rn o �� :v 'V o o i iv P v i'T7 O m � � ; = Z = O r (J'I (.1'7 (J7 I'- 0 .... 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ADDITION / REMODEL � L = --i o zADA � -I o o z � � W � Ln� m ' DUVAL COUNTY l 1. , s I` 4 A t0�7 Z -1 p �_� C �5, o rnw -` COVER SHEET -4 .,' �€� W 00 [n ..I r� 1, 1 71 R, ill . it 11, gill ;e a � � • f # +x r. 01 .,,n h � � r Z t � 3 .4t H11 4 }9( kk YJr ci { : 3 AJ_ ^ TT 1` ,t •—I T }t k, v C /1 � t 3 Z V D r �ra is * { ' m m n D 0 z > -I 00 m m V1 � O kj •} t x. 1 r�irn N = r m\ fl F+ o Z - Z-4 Z-1 m W Z m 70 0 � a �`• m 7o D v T A r vm O S 2 3 n z m m ' m a z p m , . nz � m , m D � i A t Rgs ggpp DTA m D n 000 oq z o` n C #k "k 5'-2" Sm � � P W N m = r 0 O -_ O I 0 PR ii X I - x§ zn 2NN O « y N n �t X D cn M vi i � Lt{{ 'I I • . p vmmDm -Z, , s Go -� D Q O\ o O� O 1oZ n Cl z N X N X If 23 I p 0 D _ fit O = U O mzo "' I 4 D' 4' DV) DLA A -Icv _ ", " D D p D f � r7l - z z "' D 4 p 5'-8" 51_811 Pqr, -� O D N A I a p o r� D 4 9m z p D, D cn D 4 D P LAm Om p Mz0m Df7m Z O Z DDG1D O� � -n "I X 2 D .� T 7 1 = n a F �< � m C i N t r �nZ0m G K O q r q m Z comm Dtn �x., Tao = N _ r O D m 5'-2n r z y 0 m ' m = o —I D i . � ZzT w � m � m0 _ -Di m 70 \ (� O N LAZ f•1 O m = T N 0-o O 70 O N O O Z C 0 rH r � � rn f —1 a x £ C)VIV O m 7Oo ' N } � (A g}4 S "Y St E— �. Z ZZ < fi O m M m I � C jo r p p m0m0rO 9Nic r a OmZDD q m M LA n tFa i Z Z O O rn Z x ZZT N € �k[ N C) LA � *_ 2ZLnjo D O p C r D D < 70 { ^� = Z = mm --IIZnO w D tz a m r -� m r n Z O m C �r Z iN 3 ¢ Soa LnWD tt f Cp N 0n Q Ln ;a A t v m N < D z Z O H O N N O 'r t �i i rn D D � r � rnm]L Zm Z �+ Opp T� rn rn rn f n -_ice rn 3_ rn �� Om N - D , ' 23 3, Z o -i ? N ~o o-n In ? ? N W v T N O C T O Z v J J D m # N 1 —� Z m 1 ui 1 O m 0 O Z X? D v Z t k f ? - 1 uYki Z �"v r) Z Z < X? N� - D r� 1D f o xz F — A — ZN — oD r Zor r— � o r �m r r r � r ° f1 0m O N N O N TDZ r o � �J N a 1 Z � Z 7' op ( ► -q cin vx • xn • N r < r r • p 7'W QQ •�• 'p t V" o �,o N o 4#§ ----- N N •N•1 Op m _ • Z O� °i0 "" O�i�N� • p 01AN� DZr 1 _ u x vx cn • ^' ' n 2 •II• ' Z z >' z W =O .O < < cn 0 m ;o> .r�. 4 �y ' { z . N my z \ I T v _ A :m co 0ux 2-0 v A D �. i rD Xm Ov vo to r O rC) -m-I m DDn FL__ oo N Dm2m -10 _ v; flfl C Z< a C A r A Op A mWfl Z7 r C r vn O .i Dm2 � -IO _ > C_O Zr Z T ; m0 6OGmD � m2 � m0 Om0) 5 W� X 0 1f1 ZO O�D cn ^ D •n '� Z Gl W v m O v D r Z m u , O C f1 T (•� O- m ('�T fl -i m 270 m o S C C m Z ^�O W O C -I_ � O v � W Z O W ^� n n' op Q $ 000 m r O vmppOmmmZOm D D ��Zp Gz)� m �D 0 p � p -im £ mmym \ Zz C � pxo D �Z rn METWrn m v Z O Z D Z O Z Z r C D X 0 m m V 000 0100 ZZ >1 :M zo Z Z Dim O oo O Z r O m WZ m n < r t �t - Ve (n 7p m -i- - '� 70 -I 0 - � O r •� m- 7' v v Z '< -i fl Z r mO A to ' A m !2 n O T D Z "D O -�-1 D Gl 0° r m z z x O to 0- .x �� Z Z �n D Z m0 -Z O m D •_i - r -_i O z p S - v z 1"D O O- u _ r W C z -n O <m Z rZ D _ � C Z ? - n s Gl C O T v M;oC mz� - OC O ZLn. W Z Gl �C m0 Cl Gl C D - 1 C r2 Z Cl SO 22 1 , F o < 0 o c Dz Z Oz Z Gl _ D -� - -� O mO �tzl ' z� _zv+� O " c rl D O(1) Z vf> m So r Z A Zp C oo m- �. �C p z !� mO�NTm_iTvp DN vmD �N •F n Gl O� W m-O 20 Z 0fly N m rn Z�cO_ 0�003D Sx cCn vj,a2� „m \N DSGIZO 0 Sc W O — � ° # €J! v \O O vZv+ �Z >'Zznm-i rm 2 �mO v r^pNDZN N ��x� T'� z00llN m _i ,J: r #-a Z WO D� "' D -i K"-'z < mZ SC xr `'�'A`^ v+� 7-1 ZRI czi 32 D f+ m s d N Z rt r o N 3 0 vui r 0�vx ¢ i i D xa § rOD z-• 0 mum' n�� �O D - fly T v DCO Yx mv' 0X Cm2 0C X �m0 V • j0 r W Cl 7' vm z 0 Nxn m -I z ��' mN C Z � ?gym 2l-f xn m>' vxm W A � inm Kf+ mmm m -I N mzz T Nm V> LA> � S vZ Nm �� mi mm22 v, m < fly `n03 ? 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ADDITION / REMODEL m SRA N =• u) m � m — mCoo ptoz � o ° �' Iq Xz 'n " � � � � DUVAL COUNTY N 5 In0) � —'� FOUNDATION PLAN -� W 10V ROOF SHEATHING mL■.n■■�� PANEL TO BE APPLIED WITH LONG DIMENSION PERPINDICULAR TO TRUSSES/RAFTERS N 111111 INTERIOR ZONES END ZONES SIZE ZONES I & 2 ZONE IN GOD WE TRUST 8d RINGSHANK 8d RINGSHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 11211 o/c 4" o/c 4" o/c WALL SHEATHING NOTE: SEE SHEAR WALL LEGEND FOR WALL SPECIFIC NAILING PATTERNS WHERE APPLICABLE INTERIOR ZONES END ZONES ZONE 4 ZONE 5 SIZE 8d COMMON 8d COMMON EDGE FIELD EDGE FIELD 7/16" * 6" o/c 1 12" o/c 6" o/c 1 6" o/c * EXTERIOR STUCCO FINISH REQUIRES 4x4#2 SYP PT POST SHEATHING TO BE APPLIED WITH THE LONG @ PORCH HDR w/(1) DIMENSION PERPINDICULAR TO THE STUDS OR ABU44 @ BASE. THE USE OF 15/32" SHEATHING. (2)2x8 - SHEAR WALLS r_ L --- J - ----- ------------- Ij II I i i i it INTERIOR ZONES END ZONES II II I I I I Ij ZONE 4 ZONE 5 00 II II I II I I II x LABEL 8d COMMON 8d COMMON III II I I I II v EDGE FIELD EDGE FIELD SW3 311 o/c 1211 o/c 3" o/c 6" o/c III II I I I I I �� 4x4#2 SYP PT POST SW4 4o/c 12o/c 4o/c 6o/c 13 @ PORCH HDR w/(1) SW6 611 o/c 1211 o/c 611 o/c 611 o/c 7 III II I I I I �I ABU44 @ BASE. L III II I II II00 1 ■ 1 N WINDOW SILL/HEAD W �i NEW CEILING BEAM I I II II N Q TO BEAR OVER ;I I ; ; ; ;I ATTACHMENT I II EXISTING CMU WALL ___� I I11 ----_6x6_#2sYP_P1P-05I------------------------------- OPENING WIDTH ATTACHMENT ----SPC RCffRDR w-/'flT -i i- ---------------------- i i 0-7' (4) .131x3" TOENAILS ul J ABU66 @BASE.lu___ I 7-11' (6) .131x3"TOENAILS w 11'-16' (2) A34's I I Q I I L_J I I II II I lu_-_J I II IF�T--------T-� 1 -----��� I I I I II r----=_ -=_=1�-�---- ---�_� ��-----ZL I I I I I HEADERS O T�-,11�I� -,1� II I I`z 6z' I II II II I I I ii i I (`�l I�I�kf"c` ----LJL J� -- i1 i i i i i (2)2x6-1/2 �I_r� I i------ II I I I I I J III #OF PLIES LNUMBER OF KING iii 11 CUT AND REMOVE I I I I NOMINAL SIZE OF STUDS EACH SIDE57 III ��� iii NON-BEARING i i i i HEADER (#2 SYP) (RAISED HDR IF III %� 1 I� I CMU WALL. NUMBER OF JACK LABELED "RSD". Z III I- ���__-'_= _ -- I I III STUDS EACH SIDE I I I i i------iii i 2 x8 -�i EXISTING III i 6x6#2 SYP PT POST @ i O r Z , , III I I __ ��-----JI �'� RAISED BEAM I I NEW RIDGE BEAM w/ I I Q ---•-L---- _____________�� I -- (1) ABU66 @ BASE. I STUD WALL LEGEND Z J II �\�-- ------ ---- ------ II -------------------JL -------------�� II �� / I --------------------I } ----------------------tom u, nn I II �` II I I ■ = 2x4#2 SPF @ 16" o/c. Q EL fly#2 SPF 2x4 4x4#2 SYP PT POST II I I I '^ O II POST @ HEADER. LI I I u, rn @HEADERS w/(1) I ® = 2x4#2 SPF @ 12" o/c. Q U II ABU44 @BASE. iii 4x4#2 SYP PT POST @ I U II I I I II I NEW RIDGE BEAM w/ I I l = 2x6#2 SPF @ 16" o/c. 1 1r Q I II I I III j (1) ABU44 @ BASE. I I i J z I II I I III I I I ® = 2x6#2 SPF @ 12" o/c. Q • I II I I III I I I 1 1 II I I III I I I i = OTHER, SEE PLAN Ll I I� �f J III I I r----------------i I I L\ it li UNDEP';FRAME EXISTING HEADER.ATTACH I II I i i I I I I J Q/ �I_j i� SINGLE:TOP PLATE TO HEADER w/(1) ROW O�Ij ---__ j j END—ZONES (� f'1 131x3" NAILS @ 6" o/c. ATTACH P.T. SHOE I I I -- -- ____=S--- -=:E- I I I ;� J ` + LL C) LL I iii jL , PLATE TO FOUNDATION w/1/2"x6"TITERJ �- i i I I 3'-0" CORNERS IDENTIFIED & '�`— II I I I w/CUT WASHER AND NUT @ 24" o/c.,,,\" � I I i I DIMENSIONED INDICATE mmmmmm m. WALLS SEGMENTS WHERE ■ I t'y#2 SIF 2x4 POST @ i END-ZONE PRESSURES SHALL o I APPLY TO COMPONENTS& PORCH HEADER (UNDER I ■ m II I L------ -------�� / � I I I I I CLADDING. ALL OTHER AREAS ■ ----------------- r ------- ______ `-' --------------=lr ------ IS-Id BEAM). J II II ------1-------a----=__-_______-L-----I- T ----- - ----� -j MAY USE INTERIOR-ZONE ----- -------------- II II I I I I I I I PRESSURES FOR 11 it HU26-2 HANGER TOI j LUS26-2 HANGER TO COMPONENTS & CLADDING. NJ—LIII EXISTING TIE-BEAM. III II NN vN Il I II EXISTING BEAM. ENIIN CEEI.IONI.IANC.8I#2NAT6EI8 9 94(2)2X8 --- f 41 7 WALNUT ST. --------------- - COVE SPRING S, GREEN - _ ______ __ J FL 32043 TEL: 904.284. 1 738 4x4#2 SYP PT POST FAX: 904.284.7963 @ PORCH HDR w/(1) INFILL OPENING w/2x8#2 SYP P.T. STUDS. ABU44 @ BASE. ATTACH END BUCKS, SILL,AND HEAD PLATE REVISIONS TO CMU w/3/16"x1-1/2" EMBEDMENT L TAPCON ANCHORS @ 18" o/c. JOB NUMBER J247B SHEET FR 1 PROJECT ENGINEER FRAMING PLAN B 'AmRPRbA. Mu6 FF�RQkEbStONTAL L E„NGINLEER- SCALE : 1/4"=1'-0" �FL, McEN'SE'Ncl 64010 . 0 3/ 1`0/2"0 1 O ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPINDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES �* ZONES 1 & 2 ZONE 3 SIZE IN GOD WE TRL 8d RINGSHANK 8d RINGSHANK I , EDGE FIELD EDGE FIELD §' 1 7/16" 6" o/c 12" o/c 4" o/c 4" o/c 1 �� , . WALL SHEATHING # t ' NOTE: SEE SHEAR WALL LEGEND FOR ALL CEILING FRAMING NOTES SPECIFIC NAILING PATTERNS WHERE A PLICABLE °, f • ALL MATERIAL#2 SYP INTERIOR ZONES END ZONES # ' F • ATTACH EACH CEILING JOIST TO ZONE 4 ZONE 5 ' f SIZE 8d COMMON 8d COMMON I INTERSECTING MEMBER w/ QUANTITY OF .131x3"TOENAILS EDGE FIELD EDGE FIELD SHOWN BELOW, UNLESS NOTED 7/16" * 6" o/c 12" o/c 6" o/c 6" o/c , y OTHERWISE ON PLAN. * EXTERIOR STUCCO FINISH REQUIRES •••• 2x6 SHEATHING TO BE APPLIED WITH THE LONG TI; _ .••. 2x8- (7) $ ,; •••• DIMENSION 2x10- (9) � '� ��' �j '' •.•• 2x12 - (11) THE USE OF 15/32" SHEATHING. i s; rk� 2X I I �---------------— — =__ I I ------ - THE ABOVE SYMBOL INDICATES__ s --- — _ =-== =L SHEAR WALLS d: r ,t I BUCKET EACH EXISTING RAI`, E�/CEILING 2x6 1 11 1x4 SYP THRUST CONNECTIONS @ 48" O/C w/ (5) .131x2-1/4" NAILS JOIST TO RAISED BEAM w/L(JS28-2 A00 INTERIOR ZONES END ZONES k alF r I II1 i TO PARALLEL CEILING JOISTS ZONE 4 ZONE 5 1 3, II REMOVE EXISTING BEAM/P Sjj BELOW. LABEL 2x6 1 11 (MINIMUM 8" 0/C)AND (2) 8d COMMON 8d COMMON II I 11 .131x2-1/4"TO EACH EDGE FIELD EDGE FIELD nT u I II I III 24" o/c. 1 h INTERSECTING PERPINDICULARSW3 3" o/c 12" o/c 3" o/c 6" o/c III I I I i I �I 2x6cj CEILING JOIST. EXTEND THRUST SW4 4" o/c 12" o/c 4" o/c 6110 I � I III it Ii I CONNECTION INTO CEILING SW6 6" o/c 12" o/c 6" o/c 6" o/c 2x6 1 1j FRAMING A MINIMUM OF 10'-0". I u : I I II r I �UI 210-2114ANGER- WINDOW SILL/HEAD II , 4E ' =_� 2x6 ATTACHMENT Q �. II (I In--- �� III ---------------------------------------------- � R'1 I #? 1=�IVt— -------------------� --------------------------- I OPENING WIDTH ATTACHMENT '^ I I I III I I I I Iu, ti I 0-7 (4) .131x3"TOENAILS I II II ILI===J I II I Tri j (6) .131x3" TOENAILS W II Ir--1I yid I it BUCKET EACH EX14, j 1 .oAFT R/CEILING \�� I �� I I I 11-16 (2) A34's EIa II II I I I, I II JOIST TO RAISED BILw/1US28-2 AND ---- ' --T -R€11A(3V€ 'FIS EA11�1/POST BELOW_ HEADERS O €,, } s i I I I I A IIIIIII I jl II II j II I i I I I II I I ���� ���\(✓tel �� J (2)2:(6-1/21 I I I I I I — I I I I I I _I ----�.zmzsj--- I I VII II I I I I N #OF PLIES LNUMBER OF KING I I NOMINAL SIZE OF STUDS EACH SIDE I I II Ar I III i�� jl I� A , 1 z II I iii it II I I I I HEADER (#2 SYP) (RAISED HDR IF __ II it FR2 I "RSD". Z j — �� L�-1�==—�—� _—z.. III I I I I f2 NUMBER OF JA K STUDS EACH SIDE O IF �,•, I III I I I I I I I I I I t LL *41111 RlPtr --------- ----------4 � ------------------- I STUD WALL LEGEND h = 2x4#2 SPF @ 16" o/c. L OISI ' ; �� I II I i I I I ® =2x4#2 SPF @ 12" o/c. r, d I I I i I I I I 1_I 1 i III I I I I II I I III I i I I I = 2x6#2 SPF @ 16" o/c. r I I I I III I I I I I 1 I J 2x6#2 SPF @ 12" o/c. CJ • • 9s' I I III II it Ire III I I r______________ I I = OTHER, SEE PLAN \ _j ] D END-ZONES J a IIIc II � t1 _ I I I I L CORNERS IDENTIFIED& 3'-0" yj fr III I I I �i I I DIMENSIONED INDICATE i���� lig I WALLS SEGMENTS WHERE ■ I �� ., � a I I� I I �r'� � �w� I I I I i I ■ �______ ____ _______� I �� END-ZONE PRESSURES SHALL o _—_ ——_ j APPLY TO COMPONENTS & ■ m II r------- _--=--a=====-==a _J L__—— -j f -- ------ ------ ——————— -L-----r— -r�=—==�-----�_-----1 -�————— --------------- t—_—_�J CLADDING. ALL OTHER AREAS <.4 I r------ II Ij I I I MAY USE INTERIOR-ZONE i it II I I 1 2x6 11 11 COMPONENTS & CLADDING. ,y II II I 11 11 I PRESSURES FOR ' I l i I i 1 24 o/c. 1 I ii II I l i 2x6 11 I ou ENiiNEENiNIiI!lIMNAiEI C.O.A. #26B� sr �L------]r r I --------- ---------�6 I 41 7 WALNUT f L--------- r--- ---3--1---------J i --2-x6--------------------� TEL: 904.2B4. 1 GREEN COVE R ' FAX: 904 26FL 4 } . EXISTING 32 o/c RAFTER BEAMS R EV I S 10 P EXISTING RIDGE �f CEILING FRAMING PLAN - w, - t J' ti 4x4 FROM NEW BEAM (3) 2x12 -OR- (1) 1-3/4"x11-7/8" LVL JOB NUME1 41, TO CMU BELOW. UNDER EXISTING RIDGE BEAM TO J 2 4 7 B REMAIN ---------------------------------------- �: t SHEET �A ------------------- -------------------- �. F R dEXISTING CEILING BEAM TO BE REMOVED NEW 6x6 POST FROM SLAB TO COLUMN STEEL NEW RIDGE BEAM (DIRECTLY PROJECT al ADJACENT TO EXISTING POST) E N G I N E E F �_E2ls#i.N-.A. VM J F - DETAIL A/FR2 PLAN �� bFSs'1 , FRAMING LICENSE P �r.t j SCALE: 1/4"=1'-0" 7 � E ncb i N E�R F-L SCALE . 1/411=11-011 �640 a 0 . T , 'k k k03%'1 020 d� 3 r .. I at 14 rAM ' x 'aff k' ROOF SHEATHING r ., PANEL TO BE APPLIED WITH LONG DIMENSION PERPINDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1 & 2 ZONE 3 IN GOD WE TRUST 8d RINGSHANK 8d RINGSHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 4" o/c 4" o/c WALL SHEATHING NOTE: SEE SHEAR WALL LEGEND FOR WALL ROOF FRAMING NOTES SPECIFIC NAILING PATTERNS WHERE APPLICABLE • ALL MATERIAL#2 SYP INTERIOR ZONES END ZONES• ATTACH EACH RAFTER TO SIZE ZONE 4 ZONE 5 RIDGE/HIP RIDGE/VALLEY w/ 8d COMMON 8d COMMON QUANTITY OF .131x3"TOENAILS EDGE FIELD EDGE FIELD NOTE: FRAME GABLE END SHOWN BELOW 7/16" * 6' 0/c 1 12" o/c 1 6" o/c 1 6" o/c WALL TO EXISTING ROOF DECK •••• 2x6- (5) * EXTERIOR STUCCO FINISH REQUIRES OR NEW PORCH HEADER w/ 2x4 OUTLOOKERS @ .... 2x8- (7) SHEATHING TO BE APPLIED WITH THE LONG " £ 2x4#2 SPF STUDS @ 16" o/c. 24" o/c (SEE L/FRD) •.•. 2x10- (9) DIMENSION PERPINDICULAR TO THE STUDS OR •••• 2x12 - (11) • 2x6#2 SYP COLLAR TIES @ 48" THE USE OF 15/32" SHEATHING. o/c w/(5) .131x3" NAILS PER END _____ _ _________________ _______ _ ____ - _ _ __ -- --- --- -- I OR (1) MSTA24 RAFTER TO SHEAR WALLS ------------- _ �I ---- RAFTER OVER AND CENTERED ON II RIDGE INTERIOR ZONES ENDZ N i II NI • ALL OVERFRAMING TO BE ZONE 4 ZONE 5 BRACED TO ROOF BELOW PER LABEL gd COMMON 8d COMMON iii uI 11 DETAIL F/FRD EDGE FIELD EDGE FIELD W ii OVERFRAME EXISTING I 2x6 @ 24 o/c. SW3 3" o/c 12" o/c 3" o/c 6" o/c (' III ROOF PER DETAIL F/FRD Ll n SW4 4" o/c 12" o/c 4" o/c 6" o/c (SHADED AREAS) w I HI INSTALL(1) 2x4#2 SPF CRIPPLE STUD @ III o -I EACH NEW RAFTER TO CEILING BEAM SW6 6" o/c 12" o/c 6" o/c 6" o/c II i AI BELOW. ATTACH STUD TO RAFTER w/ 11 I W I i (5) .13lxY NAILS AND (1) H8 FROM WINDOW SILL/HEAD W III z11 1- - - HI STUD TO BEAM BELOW. ATTACHMENT Q L'�1 I II IIIIIII I ------------- r---------------------_------------------------ I I II � I I I I OPENING WIDTH ATTACHMENT 0-7' (4) .131x3" TOENAILS J (6) .131x3" W W TOENAILS 11'-16' (2) A34's 0 I II ----- ----__ -----ZL�� 11 HEADERS ❑ xF�' I I 1 1 (2)2x6-1/2 ��� �P IIII II 11 J W w I n l I I I I I I • I III �� �I I� I I I I � �/ L J IIII ii II I #OF PLIES NUMBER OF KING IIII II II I I I NOMINAL STUDS EACH E HEE DER (#2 SYP) (RAISED HDR IF x III � I I I I I I t IIIIt7 a; IIIIIII l 1 NUMBEROF JACK LABELED "RSD". NEW HIP RIDGE STUDS EACH SIDE Z❑ Z III NEW HIP RIDGE I I I I I LII I I n r _ V,� Z Q --- ---------- J �I i=______-----k=======J1= ______________________t STUD WALL LEGEND _ ] } a I II `y �i� I I i i ■ = 2x4#2 SPF @ 16" o/c. Q I III II II W O I 11 F__1 2x4#2 SPF @ 12 o/c. Ll �1�7 it III i I I I I U II III I I I I = 2x6#2 SPF @ 16" o/c. Z li i ii I OVERFkAME EXISTING -j _ II I I 1 11 I I 2x6#2 SPF @ 12 o/c. II I 111 ROOF PIEIR DETAIL F/FRD I Ii i r J III i (SHAD b AREAS) U Z III ---- i i = OTHER, SEE PLAN \ FI --- --_ III ! " ' �� END-ZONES J PIa ❑ LL LL_ � � I I 'I3'-0■"CORNERS IDENTIFIED & w I I DIMENSIONED INDICATE ■* y I I Q I I WALLS SEGMENTS WHERE ■ I END-ZONE PRESSURES SHALL o I I L------ --------__� _____ ----- J ---- � I I I J I APPLY TO COMPONENTS & m II II _ ------ - - -------- -----�---- ------ --`y- -------------- CLADDING. ALL OTHER AREAS ----- ----- -- I 11 II I MAY USE INTERIOR-ZONE I I II I w I I PRESSURES FOR@ 2411 . i 11 II I I I I COMPONENTS & CLADDING. Ii II i 00 I I ENIINEEiINO�Ii91t6iAiE1 _____-- _��_= C.O.A. #26894 -- --- J 41 7 WALNUT ST. --- GREEN COVE SPRINGS, TEL: 904.2134. 1 738 � g 2x4 OUTLOOKERS @ 24" o/c FAX: 904.284.7963 REVISIONS G f ROOF FRAMING PLAN - JOB NUMBER t J2478 Tii HY SHEET i FR3 mom% r PROJECT ENGINEER ' L k�i # u . } � F�O FRAMING PLAN �R'K�4N.,A.L,N�:FES$IDNA-LuRgAY_ I1=V-0 1_ I1 ^FL L cEINEii SCALE . 1/4 -1 0 �64G11-O, a. Oo/201 O t i'll� "I I f 4', NAIL ROOF/FLOOR SHEATHING TO TOP NAIL ROOF/FLOOR NAIL ROOF/FLOOR 211r_ 21' 211rr CHORD OF TRUSS w/8d SHEATHING TO TOP SHEATHING TO TOP CHORD OF TRUSS w/8d CHORD OF TRUSS w/8d (ROOF) OR 10d (FLOOR) 0 (ROOF) OR 10d (FLOOR) 15/8"- 81# ROOF SYSTEM ROOF SYSTEM NAILS @ 3" o/c. (ROOF) OR 10d (FLOOR) 2 1/2" O/c. NAILS @ 3" o/c. NAILS @ 3' ROOF SHEATHING -3 2x#2 SYP CONTINUOUS ENGINEERED ENGINEERED TRUSS (SEE FR SHEETS) ENGINEERED IN 130D WE TRUST FROM TOP PLATE OF TRUSS (ROOF OR 7/16" THICK(MIN.) 0 ROOF SHEATHING ATTACH EACH BRACE (ROOF OR FLOOR). TRUSS(ROOF SHEATHED-WALL TO FLOOR). SHEATHING w/3"o/c 8d (SEE FR SHEETS) 2" 15/8" TO TOP/SILL PLATE w/ 11 2" OR FLOOR). ADJACENTTRUSS. 2x NAI LING. BLOCK ALL 2x4#2 SYP NAILER (4) .13lx3" NAILS. MUST MATCH OR EXCEED UNSUPPORTED PANEL APPLY"EDGE" APPLY"EDGE" v-�IKT ATTACH EACH ATTACHED TO TRUSS (1) ROW OF 10d (1) ROW OF 10d LENGTH OF BRACE TO EACH 2x4#2 SPF LEDGER BOTTOM CHORD w/ EDGES w/2x BLOCKING. NAILS @ 6" o/c (3) ROWS OF 10d NAILING TO NAILING TO NAIL TRUSS SHEATHED-WALL. NAILS @ 4" o/c TOP PLATE TOP PLATE LOWER TOP TOP PLATE TOP PLATE HORD TRUSS BOTTOM ATTACHED TO TRUSS LOWER TOP BOTTOM C .13lx3" NAILS @ 3" o/c. STAGGERED, STAGGERED, I NAILS @ 8" o/c, PLATE. ADD (1) PLATE. ADD (1) CHO TO 2x BLOCKING NAIL 2x BLOCKING TO TOP RD w/(3) w/(4) .13lx3" NAILS @ ATTACH SHEATHING TO ATTACH SHEATHING TO WITHIN 3/4" OF STAGGERED AS lx3" TOENAILS. EACH INTERSECTING TOP PLATE'S W/8d CENTERLINE OF 1/4" OFF PLATE SHOWN, EA PLY. ADDITIONAL ADDITIONAL 13 w/.13lx3" NAILS NAILER W/8d OF 2x6. ROW OF 8d ROW OF 8d PLATE w/.13lx3" NAILS @ 1�Flf' �", , COMMON @ 3"o/c. TRUSS MEMBER. USE 2x4 @ 311 o/c. COMMON @ 3"o/c. 311 o/c. NAILS TO UPPER NAILS TO UPPER 2x4#2 SYP BRACES @ WHEN BOTTOM 2x TOP PLATE @ 6" EXTERIOR WALL t;c 2x4 2xF 11.25" MAX. STUDS-SEE TOP PLATE @ 6" li, 1 '4 f�l 12" o/c ALONG WALL CHORDS ADJACENT TO -EXTERIOR WALL INTERIOR WALL 16" MAX. ALL o/c (STAGGER FRAMING PLAN INTERIOR W o/c (STAGGER LENGTH. WALL ARE AT STUDS- SEE STUDS - SEE STUDS-SEE W X TYPICAL CONNECTION OF ALL STUD COLUMNS,JACK TO KING NAILS BETWEEN NAILS BETWEEN DIFFERING HEIGHTS. FOR SIZE FRAMING PLAN FRAMING PLAN FRAMING PLAN f ASSEMBLIES, CORNER POSTS, ETC. INCLUDING 2ply STUD ROWS). ROWS). E FOR SIZE FOR SIZE FOR SIZ MEMBERS. SEE STRUCTURAL FRAMING PLAN FOR NUMBER OPTION #1 OPTION #2 OPTION #3 OF PLIES. FASTEN WALL SHEATH ING-TO-POST W/MIN 8d's WALL SHEATHING WALL SHEATHING FLOOR SHEATHING TRUSSES PARALLEL TO TRUSSES PARALLEL TO TRUSSES PARALLELTo @ 12" o/c OR GYPSUM-TO-POST W/MIN 5d's @ 4" o/c. IF (SEE FR SHEETS) (SEE FR SHEETS) OVER ADHESIVE MORE THAN 3 PLY'S ARE USED, CONNECT EACH OUTER PLY lk I INTERIOR SHEATHED WALL SHEATHED WALL OR CMU INTERIOR SHEATHED WALL WALL TO SHEATHING AS SPECIFIED. C, K INDE SHOE PLATE SHOE PLATE -SHOE PLATE �:lf o X SHEATHING--\, SHOE PLATE A/FRD SHEATHED WALL TIE-IN DETAILS (TRUSSES PARALLEL WITH WALL) D/FRD POST CONNECTION DETAIL AS REQUIRED TO PROVIDE FULL 1" CONTACT WITH FOUNDATION -SEE FD SHEETS F,� NAIL ROOF/FLOOR SHEATHING NAIL ROOF/FL.00R SHEATHING TO TOP PLATE. TOP PLATE TOP PLATE TOP CHORD OF TRUSS AND BLOCKING TO TOP CHORD OF TRUSS w/ w/8d (ROOF) OR 10d (FLOOR) NAILS -STORY WALL SECTION 8d (ROOF) OR 10d (FLOOR) RIBBON BOARD SPACED @ 6" o/c. NAILS SPACED @ 6" o/c. FOR WALL AND FLOOR 211 WALL SHEATHING -PR 1211 OVIDE FULL-DEPTH di"If A /A SHEATHING BLOCKING (MIN. 1.5"THICK) 1211 (SEE FR SHEETS) 121t EXTERIOR WALL INTERIOR WALL ATTACHMENT BETWEEN TRUSSES ABOVE STUDS -SEE STUDS- SEE SHEAR-WALL BELOW. T FRAMING PLAN FRAMING PLAN WALL FOR SIZE FOR SIZE A /law ATTACH CONT. SHEA z �HIN�G % 2x4#2 SPF ENGINEERED FLOOR SHEATHING TOP PLATE ROOF OR PER PLAN FLOOR HORIZ. 2x4#2 .///////, / /// HORIZ. TO 2x4 TRUSS (ROOF 21 w TRUSSES SPF BLOCKING f1t BLOCKING w/ 10d OR FLOOR). BETWEEN EDGE NAILING FIELD NAILING SIZE 2ply 2x MATCH WALL STUD SIZE //A NAILS @ 6" o/c& 10d COMMON 10d COMMON GRADE #2 SYP EACH TRUSS 23/32" 611 o/c 61' o/c NAIL (2) ROWS OF .13lx3" NAILS @ 12"o/c WITHIN 2" OF 21 .. . . . . . (3) 10d @ EACH ATTACH BLOCKING J t TRUSS VERTICAL. TOP OF TO TOP PLATE w/ SHOE PLATE PATTERN STAGGERED. SHOE PLATE TRUSS HEEL. .13lx3" TOENAILS @ L ul FULL HEIGHT LAP MIN. 24" w/(24) .131x3" NAILS IN:LAP] _j WALL 4" o/c IN (2) j "T SHEATHING STAGGERED ROWS. 2 OR 3 PLY 1-3/4" MEMBERS rFOUNDATION - SEE FD SHEETS w MATCH SIZE, GRADE & QUANTITY OF ALL 2nd SHOE PLATE N OTE: TH IS D ETAI L AP P LI ES TO PER PLAN MINIMUM OF (2) ROWS OF 12d (3-1/4") NAILS @ 12" o/c. FLOOR MULTI-PLY STUD COLUMNS w TRUSSES wl HIGH END HEELS OR (SHOE PLATE NOTE: THIS DETAIL APPLIES TO MINIMUM OF (3) ROWS OF 12d (3-1/4") NAILS @ 12" o/c FOR 14" HIGH PEEL ROOF FLOOR T�RUSS BLOCKING IN FLOOR SYSTEM AND w/ Ist SIZE 2x (MATCH WALL STUD) TO UPPER TOP TRUSSES w/HIGH END HEELS OR VERTICAL WEBS UP TO 10' IN AND DEEPER BEAMS. 0 FLOOR LEVEL STUD COLUMN, U.N.O. GRADE #2 SYP (PT ON CONCRETE) 2-STORY WALL SECTION le HEIGHT. PLATE) VERTICAL WEBS UP TO 18" IN HEIGHT. NAILED CONNECTIONS REQUIRE AN ADDITIONAL ROW OF NAILS 3� OPTIONAL CUT SECTIONS (A) 3� WHEN NAIL SIZE IS SMALLER THAN SPECIFIED ABOVE(MIN. .128N3"). RIM NOTE: FASTEN 2nd FLOOR SHOE PLATE TO OPTION #1 BOA OPTION #1 NAIL FROM BOTH SIDES OF 3-ply MEMBERS RD WITH .13lx3" NAILS @ 8"o/c. W w qj,_ TRUSSES PERPENDICULAR TRUSSES PERPENDICULAR TO 2 PLY 3-1/2" MEMBERS AND 4PLY 1-3/4" MEMBERS TO SHEATHED WAILL K, SHEATHED WALL MINIMUM OF (2) ROWS OF 1/2" BOLTS @ 24" o/c STAGGERED. w, fL B/FRD SHEATHED WALL TIE-IN DETAILS (TRUSSES PERPENDICULAR WITH WALL) E/FRD BEAM CONNECTION DETAIL K/FRD TYPICAL WALL SECTIONS j LL 2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS &TRUSS TOP N 0 CHORD OR BLOCKING w/(3) .131x3" TOENAILS. V' W BLOCK ALL PANEL EDGES AND FASTEN ALL ROOF BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ SHEATHING TO ALL FRAMING MEMBERS w/8d 2x4#2 SYP "X" BRACING. LOCATE @ PEAK lx4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS RING SHANK NAILS @ 4" O/C WITHIN 4' OF END ENGINEERING w/(2) 8d NAILS PER INTERSECTING TOP AND SPACE EACH 4' o/c. "X" BRACING 0 F GABLE RAKE. W Ln MUST SPAN MIN. 8FROM GABLE WALL CHORD. LAP SPLICES MIN. (2)TRUSSES. AND ATTACH TO 2x4 VERT. @ MID POINT 2x4#2 SYP FLAT OUTLOOKERS BRICK VENEER #2 SPF CRIPPLES @ 4' o/c PER -a w/(3) .13lx3" NAILS FROM EACH SIDE OF o c (MAX RAKE = 12")w/(1) H2.5 @ z "X" BRACKING. ATTACH EACH END TO @ 24" o MAX HEIGHT SCHEDULE BELOW. ATTACH TO EACH TO TOP PLATE. FASTEN OUTLOOKERS TO _j ABOVEROOF RAFTER wl (3) .131x2l" NAILS. (1) SPH @ LOWER BRACING/BLOCKING w/(3) .13lx3" NAILS. FIRST FULL HEIGHT RAFTER w/(3) .1310" 2ply 2x (SEE DECK 12'-8". PLAN FOR SIZE TOP PLATE TO TOENAILS. ADD 2x BLOCKING BETWEEN ALL 2x6#2 SYP AND SPACING) CRIPPLE MAX HT. DOUBLE END POST. 2x4#2 SYP BLOCKING @ "XI, > OUTLOOKERS ABOVE TOP PLATE/CHORD BRICK VENEER TIES SHALL BE NO. 9 RAFTERS @ BRACE LEG. TOENAIL TO w ROOF DECK 2x4 6'-311 4"':11 �l U.S. GAGE WIRE OR NO. 22 U.S. GAGE 24" o/c. NAILED @ 6" o/c. RAFTERS w/(3) .13lx3" -10" x 7/8" CORRUGATED AND SHALL 2x4 w/ lx4"T" BRACE 9' ql�., _,,tl TOENAILS. HAVE A HOOK EMBEDDED IN THE 4 2x4"T" BRACE ll'-2" J VI o- LL W/ L6x6x5/16" TO CRIPPLE MORTAR JOINT. TIES SHALL BE T ,I LATACH#2 SPF"T"BRACE STEEL ANGLI SPACED NO MORE THAN 18 INCHES wj .13lx3"NAILS @ 4"0/c. HORIZONTALLY AND VERTICALLY AND SLOPE TOP PLATE ATTACHED TO 4 SHALL BE ATTACHED THROUGH THE TO MATCH ROOF 4""1 EACH 2ply POST ROOF FRAMING (3) .131x3" TOENAILS @ 2x4#2 SYP LATERAL BRACING WALL SHEATHING TO THE WALL PITCH. wl(2) 7/16"x4" 4' o/c M CRIPPLE TO TOP CHORD STUDS. TIES SHALL BE PLACED r w/(3) .131x3" NAILS TO EACH LAG SCREWS. VILL— tN%%s_ INTERSECTING CEILING JOIST. OR BLOCKING BELOW. WITHIN 12" OF ALL WALL OPENINGS. ATTACH GABLE STUD TO (3) .13lxT NOTE: FOR ROOF PITCHES GREATER THAN 7/12 ...................... BRACE w/(3) .131x3" NAILS. K�l TOENAILS @ BUT NOT MORE THAN 12/12 SHALL HAVE MATCH SPACING OF "X" 3"x3"x1/4" STEEL PLATE STOPS WELDED TO RAFTER TO 2ply BRACING. I loolre I THE ANGLE AT 24" o/c ALONG THE ANGLE. 2x4#2 SYP ... C.O.A. #26894 ROOF TRUSS VALLEY NAILER woo r ATTACH GABLE STUDS 41 7 WALNUT ST. TOP CHORDS. ATTACHED TO GREEN COVE SPRINGS BRICK VENEER OVER ROOF DECK BRICK VENEER WALL TIES ALL "X11 TO STUDS BELOW w/ FL 32043 FBC R703.Z.4 j INTERSECTING 2x4#2 SYP VERTICAL BETWEEN MSTA18's @ 32" o/c. TEL: 904.284. 1 73E FBC R503.7.2.1 L IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP BRACES. ATTACH TO RAFTER w/(3) FAX: 904.2B4.796": ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHORDS w/(2) .13lx3" NAILS AND TO CEILING SPF BLOCKING BETWEEN ADJACENT .13lx3" NAILS. LATERAL BRACES w/(4) .13lx3" TRUSS TOP CHORDS AND ATTACH w/(3) TOENAILS. ATTACH EACH "X" BRACE REVISIONS .13lx3" TOE-NAILS PER END. TO VERTICAL w/(3) .13lx3" NAILS. F/FRD OVERFRAMING DETAIL G/FRD PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER ATTACH SHEATHING TO TOP PLATE w/3" o/c 8d HEADER ER 2x4 PLANK ORIENTED NAILING &TO HDR w/(2) ROWS OF 6" o/c 8d NAILS. �,c 2? NO STORY ABOVE ONESTORYABOVE TWO STORIES ABOVE PLAN SIZE OF STEEL ANGLE BRACES @ 48" o/c. JOB NUMBER d T NAIL LEAD KING STUD TO ATTACH TO TOP CHORDS E t±�- - 3"o/c 8d NAILS. L3x3xl/4 6f-0#1 4f-611 31-011 3 HEADER OR TOENAIL PER (1) MTS12 OR w/ (4) 10d TOENAILS) : T : A J247B 81 j SCHEDULE BELOW (1) MSTA18 NO HORIZONTi -off ji�i li %L tj L4x3xl/4 61-011 41-611 IF> 16" ADD FASTEN FLOOR DECKING L5x3-1/2x5/16 loi-oll 81-Ofl 61-0fl TRAP EA CRIPPLE STUDS JOINTS ALLOWED. TO LATERAL BRACE w/(4) @ 16" o/c. 2x BLOCKING F;\� R L6x3-1/2x5/16 141-0fl 91-611 71-011 KING TO HDR NAILING CORNER OF 3"o/c 8d NAILS. 10 COMMON NAILS. S --1 E ET ARCH WINDO 2-6x3-1/2x5/16 201-011 121-011 91-611 ATTACH HEAD SIZE .13lx3" NAILS CHIMNEYTO w/(2) .13lxT TO JACK STUD RAFTER/TRUSS FLUSH HEADER 2x4 (2) PER PLY NOTES: SCHEDULE ON NAILS/END. 2x4 DIAGONAL BRACE @ (3) PER PLY 2x4#2 SYP BLOCKING TOPCHORD FRD 2x6 LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". FR SHEETS. ATTACH SHEATHING 48" O/C. ATTACH a. x q f BETWEEN TRUSSES b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. APPLY EDGE TO JACK STUD(S)/HEAD 2x8 (4) PER PLY DIAGONAL BRACE TO BLOCKING c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING THOSE SHOWN. NAILING TO &SILL PLATE w/ 2xlO (5) PER PLY BELOW CHIMNEY BELOW. LATERAL BRACES w/(4) WALLS w/ (4) .13lx3" 3"o/c 8d NAILS. LEAD KING STUD NAILING PRESCRIBED 9-1/4" (5) PER PLY 10d COMMON NAILS AT EACH SIDE OF TOE/END NAILS AT NO HORIZONTAL EACH END. PROJECT 9-1/2" ATTACH SILL TO (5) PER PLY EACH END OF JOINTS ALLOWED. ENGINEER A OPE NING. JACKSTUD 2x12 (6) PER PLY BLOCKING TO TOP 2x4 PLANK ORIENTED SCHEDULE ON N 1/4" (6) PER PLY CHORD OF TRUSS OR Il- BRACES @ 48" o/c. FR SHEETS. ROOF TRUSS RAFTER. 11-7/8" (6) PER PLY TOP CHORDS. ATTACH TO TOP OF (7) PER PLY 3"o/c 8d NAILS. BOTTOM CHORD/FLANGE BRICK LINTELS OVER OPENINGS 14" w/(4) 10d NAILS. ELF6-'AN.A. MUF;LRAY,' IF > 16 ADD 1611 (8) PER PLY FBC R703.7.3 I DROPPED HEADER CRIPPLE STUDS 8 (9) PER PLY NGINEER @ 16" o/c. FL:"UCE-NSE,N:o. r NOTE: WINDOW(S)/DOOR(S)TO BE ATTACHED TO FRAMING MEMBERS IN ACCORDANCE W/APPLICABLE 6�4 o i C/FRD BRICK VENEER DETAILS H/FRD TYPICAL OPENING DETAIL M/FRD CHIMNEY OVERFRAMING N/FRD PORCH HEADER DETAIL P/FRD FLOOR BRACING DTL MANUFACTURER'S INSTRUCTIONS. 03/ 10/2010 11 IV GENERAL NOTES (REFER TO DETAIL SHEET TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR IN GOD WE TRUST DIAMETER AND EMBEDMENT. • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. RAFTER TO 3c PLATE/BEAM/HEADER STRAP TOP PLATE TO STUDS w/ TDD CONNECTION SCHEDULE H8'S AND STUDS TO HDR OR (2) MTS12'S @ RAISED EXISTING RAFTER BELOW w/ (1) H8 @ EACH TRUSS TO TOP PLATE OR H8'S OR MSTA12'S @ 32" o/c. BEAM TO HEADER BELOW. HEADER UNLESS DENOTED AS SHOWN A n n n ----------�-----__—�— ----_—�-----------F=====_- ------------------------- p p (1) H5 (1) H8 1 MTS12 r-------- --- p ------------- Irn I II II I I� I I III OTHERWISE „ I III FOLLOW SPECIFIC II Ii I , , Ili CALL OUT ON PLAN I 1 II II III IT IS ALLOWABLE TO SUBSTITUTE A HIGHER III I� 11 I I Ij CAPACITY CONNECTION FOR ONE SPECIFIED I III I II II III p III I� II I m p III II I I H GENERAL STUBBIE LOCATIONS I ii i it 1 I1 I� i Ili (SEE DETAIL SHEET TDD FOR VISUAL W REPRESENTATION) III II I II 1 III L3 4-I I II II C== I I III p I u (1) HTT4 @ RAISED BEAM -- --- - -----------------------------�� Z I I1 TO TIE BEAM BELOW. �I III I ______________ r---- -- --� I-- ---------------------- I I II II III I I I I LI_== EACH SIDE SPACING SPECIFICATION I II I IJ �` I I I I I II 11 Iri _ (2) MTS12 S @ RAISED I ��� I I I OF EACH LOCATIONS W BE*TO HEADER BELOW. i ��� 1 1 SPECIFIED I II I� I �I I L__J i ��� 11 1 I I SHOE PLATE ON PLAN DENOTED BY Q I II t I�LI___J —_--_ I ----- �— I I BREAK THE SYMBOL- $ — — --------J---� �J-L-----ZL-,, I I I j I II r�----- ---� I I rrnn l u I I ��,��� ,�---�-1��� I I A I UJ II 1 II I I (�J 1111111 (� I II IT IS ALLOWABLE TO ELIMINATE W JI. 1 1 , STUBBIES PROVIDED THAT ALL L it i I I I I THREAD RODS ARE PLACED AT Q II I III 1 1 I I THE STUBBIE SPACING SPECIFIED. ❑ III �i� I1 I ATTACH j4CH EXISTING I j III i � ii FL '� ���__ _� ___ RAFTER TO NEW RIDGE ; GENERAL FULL LENGTH j IIIIF_ I I I�----��-- 11 BEAM w) �1) MTS12. I I W ------ � I I 1I I 1 I I 1 1 ATR LOCATIONS _ III ; � ; II I, I I I II II W L.L ----------------- ----------------- I I , (SEE DETAIL SHEET TDD FOR VISUAL--------- -------= -I+ REPRESENTATION) \ I 1 1 j I L z z I II �I II II O r (1) MSTrA* @ HEADER TOIII I 1 1 I I 1 LL U1 L 1 li JACK POSY w/(1) LTT20B 3C 1 11 (2) MSTA24'S @ RIDGE i i (2) MSTA24-S @ RIDGE TO ATR@ BASE. TDD I II I BEAM TO POST w/(1) BEAM TO POST w/(1) i EACH SIDE Z J II I ABU44 @ BASE. I I ABU66 @ BASE. I I OF EACH II 1 I 111 I I I I OPENING Q I I� I I iii I I I 1 1 ❑ I li IrJ III I i i �---------------, 0 Z tri III IL iLJ LL I t I I EACH SIDE • III i `>> OF EACH CJUIII z Q o CORNER �� I _ ] W ---------- ------- ------- ---- -------'�-------7r ------� L—� — I11 1 -------a-------s-------- ---- ----------------r----�J —_---_---__ —__—__—J IT I I 1 I I I� II I I I I 1 1 I EACH SIDE OF PLATE I I I I it II i i t l i i HEIGHT CHANGE I 11 I II II I --------------------- L------- ___L---------- L______= -- --------J ® ou ly SEE DETAIL 5/TDD SPECIFIC LOCATIONS DENOTED BY THE SYMBOL ENIINEEIINI IIl/I�OiAiE1 C.O.A. #26894 3D 3D 41 7 WALNUT ST. TDD TDD O GREEN COVE SPRINGS, O FL 32043 TEL: 904.284. 1 73B FAX: 904.284.7963 SPACING SPECIFIED ON PLAN REVISIONS ATR'S MUST BE WITHIN 2" OF OPENING KING - POST/CORNER POST JOB NUMBER J247B SHEET IT IS ALLOWABLE TO ELIMINATE STUBBIES PROVIDED THAT ALL THREAD TD RODS ARE PLACED AT THE STUBBIE SPACING SPECIFIED. PROJECT ENGINEER TIE-DOWN PLAN .BEAN , . 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CERTIFIED TO: ( r T1s , JOSEPH R. LECATES, PAMELA M. LECATES, I OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, € � KEITH WATSON TITLE SERVICES, INC. ; a AND BRANCH BANKING AND TRUST COMPANY. 4� FIRST STREET 6 F 40' R/W �)� t f t.� •. ^; 75.05' (M) , ` � _ 75.00' (R) 171.57 (M) e e w, CONCRETE WALK e :t 'e 1/2• 171.53 (R) 1/Y io co 171.53 M a RLS 4144 vi vi o 1/2" qp c �p 0�7 BLOCK i it I 3 WATER ��L WALL Irk 9 3 METER h� [ 0: o • b 3 € b � ui low 03 x; , , • s � o 1'I 1 c e t PLANTER a � _ 15.6' fi 4' m i 3.6' 8.8' 20.3' COVERED i7 1 vi CONCRETE o S} 10.3' 1 STORY BLOCK & FRAME �O iI v r N RESIDENCE � N� � R LOT 25 M o a., a ; BLOCK 2 LOT 21 t ;# ' M1 s.7 +� 11.5'1 X �- o BLOCK 2 i s a 1 24.3' '� SCREEN 1.2 N EXCEPT EAST 25' 3.1' CONCRETE PORCH - - " d,CONCRETE a FLOOR d E p (LOCKED) 1 >�`, 12.0' 24.1' 6.4' I I` e< 1 ' __ 4EjNCRETEs PAD of AC J ,d. • 0.7' BLOCK I o EAST 25' WALL. LOT 25 I,I „ j t, e m BLOCK 2 �; j ^o LOT 23 BLOCK 2 �SR' � 1} y�� � E 43 Tl 25' R ai, 0.1' b� 0.2' ( ) 50' (R) o X X X g o 0 0 75.00' (R) x o 0 3/4" x /3/4" 75.16' (M) ( � W FITTING I + r '' t; 1 _ C LOT 26 LOT 24 LOT 22 � BLOCK 2 BLOCK 2 BLOCK 2 44 I ,pp E w ��. t i } FLOOD ZONE"X" s AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE"X(SHADED)" AREAS OF 0.2X ANNUAL CHANCE FLOOD: AREAS OF 1X ANNUAL CHANCE+ATH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR HATH DRAINAGE AREAS LESS THAN 1 SQUAB MILE: AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD. * E Y O GENERAL PLATER= R 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2.STRUCTURE N0. 374 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS } + `' /. BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL N0. 1 DATED 04-17-198s, ' ' 4 ASSOCIATED SURVEYORS INC■ 3•THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY, NOT DETERMINED. LAND & ENGINEERING SURVEYS to 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED I s r 3846 BLANDING BOULEVARD BY THIS SURVEY. ¥ JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC �,ar " S 904-771-6468 1 i RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, 1 3,' r" fi J CERTIFICATE OF AUTHORIZATION NO. LB 0005488 COVENANTS, B.R.L'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. d S S d THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. ' 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I + I HEREBY CERTIFY THIS SUR-VITY WAS DONE UNDER MY I I LEGEND/AMBREVIATIAN$ r fi DIRECT SUPERVISION AND MEETS -THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE CH = CHORD I I I STAND DS FOR LA 5 VEYlN PU UA TO CHAPTER "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY (R) = RECORD 1 61 G 1 6, FLORIDA MI T TIV -COD CHAPTER 472, F.S. FOUND IRON PIN OR PIPE (iP) —O.U.—=OW7t HEAD UTILITIES (M) = MEASURED NA FIRE HYDRANT v BY. ■ FOUND CONCRETE MONUMENT C.M. C L. ARC LENGTH I _ ( ) (c)= COMPUTED DATA f} X= GROSS CUT OR DRILL HOLE CONC. = CONCRETE R. =RADIUS O.R.B.=OFFICIAL RECORD BOOK A\C = AIR CONDITIONER I; j C A ES B. HAT HE F1 JJRI CERTIFICATE NO. 3771 O.R.V.=OFFICIAL RECORD VOLUME ® = WATER METER PHONE RISER y ARLES L. STARLI ALO CERTIFICATE N0. 4579 P.R.M.=PERMANENT REFERENCE MONUMENT P•EQ. = POOL EQUIPMENT _ .0 X—X CHAIN LINK FENCE R/W= RIGHT OF WAY ai j € RAYMOND J. SCHA F'<'- F{ORtt A CERTIFICATE NO. 6132 B.R.L= BUILDING RESTRICTION LINE _ E.T. =ELECTRIC TRANSFORMER & PAD u u WIREFENCE `a= UTILITY POLEBUILDING S I ' e J.E.A.=JACKSONVILLE ELECTRIC AUTHORITY —s= GUY ANCHOR ?' JOB N0. 57187 DATE 12-21-2009 C & R = COVENANTS & RESTRICTIONS -1—I'IRON FENCE € 1 �' P.C.C. = POINT OF COMPOUND CURVE BTN. = BETWEEN COV'D = COVERED [" e I a; I. SCALE: 1" = 20' DRAFTER CLS ) = SAYE TIE E.B=ELECTRIC BOX P.R.C. POINT OF REVERSE CURVE (E.T. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER } t