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1822021
i Bahadur Residence 1: M ttl 1 v� o-�m 16mo < r' g n g m m (P �_p36 rm n z o"`°Lot#TartanWest � E A A D n A m 78 m o z m L 3 N q<aftftq}r E I n o O • ' 7060 Corazon Drive b o Dublin, Ohio 43016 m � v r D m xj 0 < z E o € o z O ZI m m D E cP -� il7 z ?C m E m r- z ?aU m fD m m m �p r N z Cl m D Z O -n N m m N m n m C1 ' w • o cP -3 cP f3 z1 t— (" LA I> U3 b G I cP � E D 7C =t 70 m IZ3 D A A D=_ t -i O Cl 3 U �0Yo7a _ Ur rt, mmmzzn� ^' mG` cP �a,00 0 0 0 0go oo�4-P m CN m m n n n n Tp CD 1--ry 1 M wp. NC Q9 lP CP lP tT'P O O O O O �— p �o — ia L7 GN -^CF II 7« 3 r m m M m " r" Op 0 J m Zl 1,A m -P, N -P. IF - I N � N N O O n ��-U-13-a z10 �6 'm m� �IuDXX ;U - pZ) Z O z 03 mmmmmmz t~ p =3 m oeo�oo ><z it O (b �. !o-o iD v+ tr m Cl p O n p• _ u' wp 0 _ v' _ U' O O O cn cn W w N li7 cn W — [D --I UT W ci D r— rw, Q0 b` --r w o p z kP � � o �, o SV O O �. W W �Ez N CP CP CP - 0 CP -6 (P -6 CP -0 � i[7 Ca> r D �3 m rr �_ z 5; N p DDA n An D r" �_ CA = D m 3 tNr+ mmmmmm GNGNm m �V m cP m 3 -II 41 _m r✓ i'- +"" f n ram. ' �., '�t°' � i.. ,V .rz — • Z ry 7�k 'P fit 'z a .., pti ' 7 e vi All 0 J r.4 •V 1r+: Pw (71 �•.�....�. t-.,a y-- �„ • •-. Tom' � '��' +'4 rl�' �• t� ram, _� -•sue ��� � �-»� oql r- 0 0-9 ----____ _= p� ------------ ----------------- Arthur Rutenbera Homes C . t . L9 Q0 -= p CP - . W ti C �.� - O /9 W -1 p C1� w t.� Q 1= "'LO (p -�► � A I _ S "i 1 rtt m D -i cp - Cp (A Q 3 p 0 1 11 fls x O -6 p s '" M (D 3: � b• Q {<p 1�71 r- A O i - C� C� l7� , (1 6- S 0 U3 b. E � .+ � � � +� C b � D � � � � C� O O - 3 O -0 -6 CP m = -S = 3� -' -0 ( = Q -� CP S 70 O (D C0 S O O G `- O Q s cp O � O 0 zw O O E `= (0 Stj Go n -i3 3 �• O O c C O aa t-t1 C n - O cp (p (p -i? S (0 as (D N Q _% (� Q n O cp (� O 1 i1 n O (� - p n 3 70 CA CA (A cP Z CO w C m (0 O (0 Qa� (p a 3 ns � [ 3 (�0 � (amp, S �- Q 3 < OS = 9 R o ((b U- 0 iQ CO C=5 C >= CD O /-t3 � OJ � Q CP E .+ Z -(3 � �+ CQ �n0 -tQ Q O .ioO O Q Ea,O S. c 6 0- = 3 (0 Tin tti 7U0 - C3E0p�cc0W,� 0 �-•ign'E,[O &L �nS� 0 -06 '00 �O = 149 (b <C OHO 0Cp 3< (QO S M=3 (Q cp0 n-Z A C E_'L Q isrw?UWT- i= � �pQ�Q(a�, _� 0Q�=n � c_ ���,� a, � al C,n-Q -6� - (0 .+ -6 Q O a, p3 O cc „ A S r -''�_ �+ .+ �+ - [Q 3 (0 a,� p O On �'El - - CD n - CbS �' 03 O Q, =-s � O Q O � Q� °' O Q- O 3 �� ,� 3 (0 - -� O� � S O O as O n -6 E S n La 3 n O O (0 O C T- (0 a, n, cp - 3 E ti C O CQ --,� �0 � � O � a, W 30 - fl' O 30 a' a, LO �� �,� Z rn O cD3---lu% c � (0 (p o, � -� =- O --, ncc . S0 `(P � � 0 g �' -El . M w E - Q w � C- (0 � • - S CP •+ S O Q A _ m T- n� O fl, �• n .� ns 3 � w � --, --M 3 - 6 < �S .��, m m� _S x oa, �� 7, _ 3 Q Off- X SQ-�� 7r -a �'3 nE - ;+ w= O (0 (p O O O S � -6 (p , O O -U Z 0 r= < �, 0 3 w a, ...' �, C CP ,, O C Z t0 C O S (0 3 O W < � (p cp n, -6 -'. cp ; (0 -4 r -6 tp S �' b 0 O r- (!� w i- - �+ -. O `, 3 Q (0 cp .+ O O -% � Qs O CO -U N =0 O O O 3 (p n N Q S --, , O S O n 1- � `- r- 6 O =' O O Cl Ca O 0 -� 3 �v 0 - c CP-s X O O n O 0, _ fi CP O (0 (0 (p -{ �, 1- o ~ cp -6 �_ - ELS1 �� �• 0 O Q aw O (p O 3 _ '� fla CO n - -• T-' cp O O O �+ Q a, v' O - C n n `} -s CO (0 3<� Q �� 3000 Nn (� O� O O -+�- O 0 � 3 -3�p r3cnfl,p o`}�� 03LQ Scxi n`P -"' sOOZ (p O Q �O O Q n O CD CO cp t� fl, n � O _ -6 T .. (A D �+ S .+ o � co < �, Q ce -g - Q O S a, % = rn m a, O n '< .. - .. O (p cp (a N -�, s~ Q O O Sn, --, cp CP �, ns __ � - C T- �a . • � no n N (A (0 a;. - 3 O _ .. � w O �O 3 a.. Cl� ctp Ca O (� �' � a, S s M CD O Q, -no O_ (0 3 Q O 3 a, O� cA O 6 3 A 1T7 Tti -' A `" mfl' O :+ - fl, Q O W S 3 S O A ���0 El n,(aQ Q� �� �� Q Q--,- W O mq CP -4 p 0 u Q ° (�1_ Ci��Z,,� � 0��� E ,+Q cry (0� "'(� °�,�0 na Q -O� s✓fl' E -• fl+ (0 Q O (0 (Sb O O as O d 3 < ,.� tti as _ I q E w � , � � Z C � O S �- S � �' Q O (0 _ _S n -� S �. p �' -17 O n, 3 . � - = p � � W� E �+ VE n (a Q E p 0 P, _ ,+ Q �, Z CP � -•, m � O n < ,� 03 � () :` 0 Q tl' p M Q (QO C O �' A a O Q " O O-6 S Q .°• ,-: C n n °- -cn S w 0 -0 3 O O .� O �- o �- Q_ o, CP O V- o O� O o 3 O O-6 � E S N 3 O ,� �+ O 0 -6 3 7f1 O 0 _S (P (0 S S Q, O �M W (P-6 �c Q 0 Z Cp O s.� S S a' O �'' S O O _-, O n 6 m0 to Lo LSl -6 O O O O b �� tv l LQ El EV - -S S (0 LQ O X m �+ Cl �. C 3 (0 3 -« S _ (P rr m Q' �.� _ -n O O c Q3z� mo mm r.- n mwS `"� -n -�, x (0 o O - � S �-Z Q_ x N n O Q � O Q 3 n tl, (p O C --� (0 n O '`� -.+ O m S = w (O a, n cA 3 3 7U -f c.c O� O O O S C (� O Q' n, (`p �' � c� O 3 Q n, C O n. all A x (P w ( S Q, " 03 n 0 (p n, m 3 O -6 3 O Q S E C_ (p (D -6 n, (0 (0 �- � n �- � w cp Q m `} O _ (p (0 �, � CP n (P (0 n c- Z n Q S X n Q fla � :Z (0 C - S (0 ab n M O O C _' < S n A O -(" �". Q S =� a• -(D �'=() n E fl- O CD -0 O O (p fi � Q 0 � O 0_0 cp b� E u, S -6 O = - O 03 OT ?r �Jcc -6 (a ,� a, a, n Z Z n ' .+ O LQ O O S cp a, 0 02 L. tC � O O W �, (a (0 cp 3 -_ Z • � pa CO O O (0 C51 O O , ..3 n, Q, o, S n O -z n Q -{ (0 Q -= n O Q -• a- 0 �+ O Q O .+ � CP I- C `_ n O� OL (0 LO 9 (0 O O Q, r- c- _' _Q O 03 , Q S• V Z � 3 3 Q CSO --a a, c 0� O W O O (C» n O 03 � --, cc "I n, O -0 -6 (0 0 w CO Q � 0 � = Cp Z cp � � (p pp _" (0 0, Z (3p 0 0- El Q � ;T.!p S as 3 0 3 as �- o' �_ as p E D O w (p N 1 = �- CD w � w - Qs S O °i __ 0 _% w � CP (p Q n, ..+ (p p -% 0 3 < x T-' A 3 3 C_ � Q CT� n () th (0 Sl - � O 7 ate, a, n, -« : �. - cp S !- (p C as --, E 7r �' � as -:, (0 C Q (p O os : O a' N E Q Q 0 cZP w C- S n� Q S to0. u, CQ �+ -0 3 --, -1 Q caS -I �3 (5Q m n O S O Q - CO cn �C Qm `p fl, W�c -O(c (p 30 S CCO as Q nS, 0 � M -(S 0 (0 3 Q O (0 .-� n cp (6 O� n, � C30 Z CP n, O =Q, 0 n cc O O p O 70 El- 0- w '_ w 3 n, 0 s W M OL m as S (0 cP O " O O fls C S n n, (0 n o n Q (D a- u 0� tea, O(<p O � CP � � M E• w OQ O ILP c-g C-6� M �Q n+ S "5 - �CON M � � w Q =5 Q ° � ICZCD - � S Q O .-,- S " N N " N " O w W == i� Ui � w N = O / D 1 CT� A l� U7 t o • N O -i --0 -6 a✓ O E Cis -0 3 (hp �. , A E CP N -" �` _ 03 S 7n O� O E 7U M s -[l 30 � _ .� s "� -s � s w � -` Q (0 O --, -. � -1 -+ O Ll X �- � p ..., V-= O o w= �, =0 3( S n, S �, _ -, rn O O Q O s S o o � o �, 0 O = A I>. cc S (0 n, : E (p' ill O} n O 0 O Srn ci• ^ SE _ uF (0 OC C m O d' 3 (0 M (0 O a, 3 CO -n fl, n fl..D_0 n (0 .. M O O 0 O SO O --s n N �(b a0E' � C O (O 3- O OQ (0•� .+ On,-O QM= -I CP �3(0-Q �O gym--,(1 3 Q Q np �'� Cp S= ��-� cpO� �'E cps n i C � � � (0 a3, n < 0 S n, 117 Q ��� 3�-6 O (1 O� -� Q O S O Qs fls (O (p go u, tp O� cp 3 O S Q S - Q Q� n CO n' `" n, p �, � 6 (p a a _ w O = 0 n, a, CP o o o -., cp O 0� S •- (0 Qx .� can E Q cp Q (p Q, Q �o ��- <� N� O QD oCQcp �< n,nn( n �:: Q 00g0" O`�OQ w(p�' r-0 Q0"' 3O- -�-S S� Q�3 IM (p ���+«C �3 s- On(b O Ups 3 C O LQa, n0OO O -Q -=QCIw �+� �EOQ S��' w o' a, =C (SZ O Q ::S o. w...S (0O w�'-- S-i z -3 3 O O w = C"I- L51 - 0 as as S n, S Q n o -ass q O -- �. .. 0 6 cn 6" 0 (SM (p a, --, 3 na 0- c (0 O� n 3 Q 0 (� O (0 O 7r s S O C O �+ 3 Cl fl, a, ,_ -� 3 <� (0 ..� (p =Z(1 O O 3 -s a= a, S (1 O CQ O (P 3 -�, O as -, O o, („ -S .-� ' O (0 - np n C - 3 - fl, n O (0 CP , w E E ,� � - Q , m fl, w S • (p �{ as w CS Q- -, O 0, 3 3 a, S w (p (a C 7r -� a, Qa pa -s 0 b_ Qs CD CS E as 3 N O. -2 Q O� O E -E N N O n cp I Q f90( (pa, (0 ��Q�, CQ ten, nn�(p Q (a n'� -sS Q �cv'~p to(Dfl n'(p o S 3 "'Q 0(p O N � nSi n Z c C Si - O v' 0 -S cp , Q -- � fla 3 (p (p � �' -i n, C� N � s Q w Qs S�Q S �a O Cp - (D cp ps O 0 n, _" = -+, < Q, CO 4Q Q- 7rS ,+ 3 Vim' � 3 30�Q �E9a d'O(p(p �.n< OQ n,a, C 3 -A.00 3 n OLD On -S � p - M O 0 a, n M C_ - - I Q 3 (0 ca C_ a`_., w (P =0 O -6 � (a N S S 3 -6-LQ cp a, . • 3 as -6 Q - �c (0 �' CO O a, �-' �+ S - (P `� `� (0 (D O w C E3 Q fl, (s' cp S (p S n, (�_ 0 0- o, n 0 S tb S 0 (0 S S (P n, 3 0 a, (P a, S O w (p a, as 0 (p Cp 3 O O S O O �, S � E (D O 6- 9- 0 11 �O E3us3 (0 Ocp CP 3a,0 (0(OS 3 i,fl, Lfl< w(p 3� cp-dQ 0E3 O_(0 O(P�, C� x3 c O_ S � O cp a, C O 0 � � r+ 0 " El ob i D' = 3 ' ns w (p - � Q (p � =` � -6 � S o p O S �''- Q --S M (p C0 as cp 0- � Q O nS, n 0 � Q cp (0 (M-6 � o a, S 7r 3- � a, �� `� (s cp O Q O nS, w as n n Q O � n as O (pLS1 = - as Q O W O O CO (0-6 �` E �Q �_ 3- <� , 3 [is RLD Cp O S �' a, O E (P CP S �+ C T, O t0 3 CT as cp x CO E - m .+ w M a, O a, =0 < (D Q ,+ .- cc S Cp w a, O a, O_ -», .+ -_ _(-I fi O O (� s- Q- z. Q, C a, = N .` ns < a a. w W s w pa 3 S 3- w CC S '' E - Q 9 3 S a, •+ w S S a, O Q ek O Q as O � O 3 Q Q 3 fl, _ n a, � Q O .+ 0 (EO (0 O � a, M < < O O co �, - cp - ocn O 3 �, cQ .� o p .� p < O -� -s O 0 < ( 0 < < m S � �' 0 C O cp � � (0 O (D (0 r. 3 a, Via, n .� _ CD C 0 (p �' (0 3 9 CD n (0 S O CQ O E n Q r" � 0 O Q as C0 a, � 3 a, cp cc O Q < a, .+ ,�+ a, _ (p 3 O a, S- (0 _ O ns 0 w Q `� E cp O 3 C O (gyp cc � � O E-a rll CO CD O -p O . « O O .-. ;- (0 O 0 3 Q Q �, a, S fls cp O as . S fi_" i S rp N O •+ Q O O `_ S 0 O � (0 -6 ,.- Q �'' os �M cn �O R<z _t0 �-mom a, Q3 p�(p �SQ'p n w Q(p �' (P 3 n :3 S< m (0S a-0, O N (0 (a s ^, -s 0 �, (P E r-, .+ 3 -S (A �A QQ as - O e} n (�! ,+ Op Cp3 - as(0< ;''(p-,- �+ OQ= Ef 0M--.3 CP a,a; sus• 0)O 02 � N.�� S(S� w� �Q�~ �-• Q ��� _ 0n - ,9- (C�' 9-3 03 SS Q 01ns- z =o- 3 �n �'(0n 3� _� �S �6 (003 _ � 0 V+ � QSp=C+ E3M `� -0 SQ Q Q O 9- O Q. O cc O rn SOp O Cb O X t.!� =� CA_S O - O H O S(p QE fi (p O w3 W 3 (0 n, E fl, O ,, (p W .- cp (0 (0 =.+ v, = (0 C S M = a, sv E W Q � C) (D (0 n Q -6 O w --, C rfl O CP M Q� E N CP p � �_ cp "(6i; -0 (0 (0 as O � 3 n, - - E 3 -� (t 3 = �+ 0 4 (0 7r O -S I. O 3 c- O a, o-- (OQ, O 0� � n 00Q - -Sn, O000 (3, �i. -(SS D__" S M -S (j0 3� w(r�- Sj-i-i - �w S< = 0- Q � Q Q 03 3 p, o (0 0 S 3 O - M -, os O (`pp o 3 � 3- ` (P a, � Cp -6 Ci 0-6 00, n r• - 0 0 O X p (pQcC as C_ - 0 Q as o, (0 _ - (0 3 css � < a, Q LQ C < S O CP Q YO EO O S Q cp S O- i -• •+ Q -• ns �+ 0 3 (0 3 C p �- (0 _% o' O O N �, `` (0 `S O -s (1 C z Q -S � O O fl- Q � O LSZ O � (0 3 -S (0 El �« 3 � 3 <_ (O E as (P � 4 n N E Cp �+ (p -� fl- Q -' �+ 03 0 Q 0 � (p '' _S n a, C0 O S as Q_ O Q Q 3 (s 3 S � 3 w� 6 O S O N�LQ p . .+ CP (p a, 9- O (0 O (0 n S -. �+ - O --, O O -., O 3 ill S- a, S� 3� �- �' Q e 0x Q n OS (0Cp (0x'� (QO QS LOCOO O�-I �(pw3 0,�' -''� a,N _ .�C (0 (0 t.3- [Q3p �Q (0 SZS us - -6 cc � E3M n3� X ctr(0 LID 0 ��3 �-*,0�� p00 El �O QC cQ � O3 Q a,E O� D�Qnn, � 3 n�a, 0Cp (0 -S a,= OOQ O � W S Cp �C00 O 00 =�; 3 30 .-� -S� ass 3� 'O CEO`-` -6� O< �w3 as ,� (D - cp 0.• E --, LQ c •• (p � O C R fi O S 3p (b Q Q O (O 03 fl, I O C M z a, O O O S (p cp O 3 v, � E Q `- E ~ a, -0 � (p as na as S a, .+ O O -S (b (p E _'s c-- Q - E r`� E• a. 2 0 C- (0 MC c°i c � cS �0= O n,fl- 0 n -6�- ��LQ3 a�,�, 3F' -6S CP S Z (DC cn Cp n (0 W .• 3 Q .. a, O (p O a, 0 m a, ``. a, O n, (0 n, 3� _ CO cp O n Q, i,, x - � _ .+ .* -_ Q x O `'-6 a' ,�-a (p (p O (r c-, n fi 0 `+ a, O X m [ Q O < '_ O Q �s� O - O O_ n Q- S a, ns s (0 (0 �+ (1 (� C0 p 9- as O O O n 0� E00 O �02E LU =c �-(s (b:- = COOL OS (p � C5 0x _% O<(0= �< O (b( O _ (� O O x SOS � tea, W ``� O�(0 <(b Qom•+ OQ, a,O �- S p a,� a�,E �(O�Q �Q w Q 3 (0 Q O (a - 3 0 S 0 M(P O 3 0 =p os --• 3 M � � (0 � Q a- n O Q (0 Sl I- O (j SC 3" fi � �3aa -, �< MWI'- moo' 11 - c- Q O QS On,0O as 0S, �► ft tb CTi cp S - 0 as (0 N � , = Lek 30 cp 0 S -, w 3 9- - t 03 �• � c 3 0 �' CP O C O O cp E __ ", 9 cn cp Is O _ Q O S Q Cp�^-__. W ,_, M p U" p lW ..� -n CT1 W . 0 (9 op p C" � w !'_:o-, n A (p A ,. n r p, '- O = c c = a' 3 CP=S a°,s QO O E a,<n �-L- w�QJ (DA �3 n p Z1o�px� -U S! 0Q -6 as(0 m p� C �U ��� O O A - a, a, ' 3p n O 03 _ I- -S (8(pn= (M(O (0 �+E Q 03 (� < W --,� OHO Q O S� i �� Qo' non n� OnC 0 nn� (- --s Cb tc c ? n ` , O a, 3 n (D Q ns cp (p (O 3 E r (0 Ln 7� -C -0 � 03 ^ - . A n O LQ O (CID " �- S 3 `_ C a, O O O C� Q 3 CO S O- < a, Q S� 3 O 3 aQ, cc O M 0 (D 0 O �' a, S� a, -1 ' cA c C �, cp -,0-O (0 n (0 < -! C n 0 (�� OO O0 � 3-6 O �� I osQ Via, O O O 3(�l O On,u, 30 n Q(p 33 <-<-0 0��0�("D __% (3p f__ T, � p, _ Q-6 � O Q . O O O O n < as (0 _U cp 3 S 9- Q (0 03 Ts (P � 0 LS1 "' �'' (A w O Cp �+ 3 fi Q o O ^ Q i (D -, n� C cep E• W a, C- a,. -6 Q fl, � = (a 3 § (0 i5s Cp O =r , O fl- '� �X 3 CP Lek `, (pLQ �03 O O(p �� 3O o �n,�- � (DS- �O� � _ ��, Q QT os LaLUtOCpa, LS1 cp _% �(0 - o(P nC+ MQ n pIV O wO to rn -�a, Ccp <w0 '25-n -6n O 3 n �' 0Wco-P0 a,aQO,o-" a' O O O cc O r- Eall - a' OS t30�, O (per' nn 0 m W O �W-, 0 O0 Qx CO - RL W -� - Q3 a.0- 0 � (T Sr- - 3 C S (0 CS O �. C O �. -., N - C`A - 03 O� (A _U - S 'n 0 O (0 a, (0 = 3 3 (0 0 O (0 -6 (� O O 3 (0 a, fl, O cn (0 W cp x a, -Q O =0 =- ,-,r- cp CQ n cp O as cp O V' < O n 3 (0 W W (0 M Q O Q a, 6 3 C n = �. O V' Q O (p O M '_ 6 O - �+ O ~ Q S as S -. a, S a, Q -6� n0 O OLO QL, oQD 00 �� O 3 n 0 �O �� a' D9-(0 . (P O� Sa, Q na' fl,O�c�(0 P' 73 -� � � 0-6 w --, p -s � j (rO w as p O (p Cz � � fl, CP Q n cp Q (1 �' 3 =+, LQ Q 0 CEO � Lek LQ n, (p a, i j -6 Q o; 3 �. , V O 3 = =t O O < �s 3 n Cl (p O S as CO a, LQ 7r --, LQ n (O o- C (0 a, n CD n O = p OO 3'W � W 0 < n Q (p w O S(p s �n °, @ 0 =w p M p --,(0 s� 3 - (� -03 6 C0 � Q 01< Cl N Q a, - 9 3 O� O O _s Cn0 (0 3 �� C0 n- os W O fl- a, �, CD 6 E m s (0 O `0 O a, coo 0 x E3 as as O O � 0 Q M (QO 3 � � � n, 0 < LO .� (Y Q O� as, cc (0 a' O (0 0 S 0 °i CP Q �tc O S� C 3 0 (0 n - Q Q L4 (0 Q 3 O Ca S* (�(fl (p Q, 0 CP03 (0 E = S oas Q 3 3 CP (0 (P ., O E (p O n fl, O 3 .-- S Q n rp (p 3 M O um U- O -6 -, Q D O- S -6 Q Opp (0 n � CSl O (D -•, W 70 p �+ �, 3 0 -- �� 3 cc n ^ 6 n -6 (0 cp cp O Ut p � 3 p Q' 3 p �, O as (0 -S � o- M 0 C CP O -s (p n, O as � C os s 1- (0 - n O ' ' CP -S w O (p -0 cp , . - < 3 S �+ c `. 3 n (0 Q (0 S C . (QO °a z (0 . 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I>. 1�- 7_1� C, r- ;;-;,, X O O X X X* U M X O -" Kj �1 C� C x GN CSC U A A E z G) Arthur Rutenbera Homes WEEP 5CREED PER CODE SECT 103.4 FLASHING TRANS EXTEND MIN. 1" B TOP of FOUNDi MORT,1 LL TYf=.. WEEF SCREED DETAIL NO SC:ALE STUCCO (3) LAYER 5Y%c FLASHING AS REQUI SLOPE STUCCO STONE CAP, PER SPES GROUT JOINT TO PREVEI 51PHONING OF WATE TO BACKSIDE OF STOI STUCCO STONE VENEER PER, SPECS, 20" MIN. CLEAR OPCs TOP OF WINDOW z 4 X AREA q U OPENAB :t 5.7 SQFT `4 MIN, `r ... FLOOR_ ELEVATION THE DIMENSIONING CRITERIA OF THE OPENING PERMIT FIRE SERVICE PERSONNEL WITH AIR PACKS TO ENTER, AS WELL AS OCCUPANTS TO ESCAPE. THE NET CLEAR OPENING AREA AND MINIMUM DIMENSIONS ASSUME THET THE WINDOW IS OPENED TO ITS FULLEST NATURAL EXTENT WITHOUT THE NEED FOR DISASSEMBLY OR DESTRUCTION OF THE UNIT. EGRESS WINDOW DETAIL 20" MIN. CLEAR OPGc TOP OF WINDOW z w KfREA X J `9 ---FLOOR- ELEVATION _ _ - 103,611 Weep Screeds. A min, 0.019 ( 0.5) ( no, 2(o galvanized sheet gauge), corrosion -resistant weep screed or plastic weep screed, with a min, vertical attachement flange of 3-1/2" inches (Hmm) shall be provided at or below the foundation plate line on exterior stud walls in accordance with AT5M C926. The weep screed shall be placed a min, of 4" inches (102 mm) above the grade or 2 inches (51 mm ) above paved areas and shall be a type that will allow trapped water to drain to the exterior of the building, The weather -resistant barrier shall lap the attchement flange. The exterior lath shall cover and terminate on the attchement flange of the weep screed 3H OVER LATH 4 APPROX. DEPTH 1/2" 4G MORTAR 'ONE STUCCO STONE DETAIL RIDGE HGT. SL—- - - - - - - - - - - - -- all o� Cfl RAISED TRUSS HEEL PLATE HGT. ` F.F.E. - — ` PLATE HGT. - — LEFT ELEVATION 1,4:110• — — — — — — — — — - PROVIDE HINGES 4 ISI CLIP5 ON ALL SHUTTERS PER DUBLIN ZONING — — — - CODE 153,19O - - - - - - - _ PLATE HGT. stucco - - -- _- - 1 11' / I ' i it �., s 1' 1{ \\ ��:� --�`- r � lJ — 1���,1!:l/ I 1 jl '�—i .,-�:_�J;' -�I� i i! �_���r ♦ ! � ' 1 i- ` ! ` ,_ 1i , iI if , ��%I ` = , r r - i : 1�1 I' I. (' ,, 1( II I I it ,i ;! 1 1: 1 j! I I -� !• ! ! , - ! II it � :�r ''I '� + I� � _ —� r ( 1''• 'I 11 jl 1 � �L�--�.1'i` 1 !� I� (, I, { II 1! ��r i i i . � !: I U —"`;�� •j 1 j ii k I 1' ,i 1 Ij ( —'�` t �I I� _ , it i !( !, �I— !i is ( 11 I• ! ,, '1 , p' �'_ . . li li _ . _ t=- IIf , _ 1 �' ,I I 1 tI ! I� ;) I; +_ mac-- � i I! �i 1• �i �i 11 _.1 t '� , ; , t — � cz I If rl StucGO� it li I i I; IIII - ' - - I - - , , i 'I 1� i ! may , r r -- - ------ -.-- --- - -. --- — •1 li l� !;I i�i� ;. ;;l ,. -. :1 _ - I I J Ily + , , - - II 1'. ;il - !-- •i-� ,' it - - - t. il_-�';_d. I ) li II „�S - ri ,'J ,;�I; ;� , I --; ITS_` jt _ !, !,� i•; _ ,; i�.�c,� �-j _ i!�, !. , _ !f - _ - r. - ,; `a � I! n - r ICI � � �===i�,-_ _ �� �-=--�:.� �: 1 �---. � �`��•, - _ (. :I (i• '__� If `` II ii I ;! it I, !' ii I:� :I -'��l =1 .�. �. ,! 1; — - — — — iL - !. i��A 'I I`�`�� 1 ,1 ". Jam( �I !, it 'I i; '•j _ , , , r , r — 1,-----, i (- h - -- - --- - - - �i--i -- a _ _ - It il a ----��: !j 3 I _ , I � (i �'r-� ��- •� � `� ! � `� ! s Nif f' I i _ I� Y - �1 : i + ;'� - !. ��� i " I_ ! 'fit y 1. 1. . �� �'1� I z t I --mot » r �, _--�`�l _ _J, ��i_ e. I. __� (t I` 1 I 1 � {; ;I � .1 � � �r-�i �- �( 1 1�.—_-, 7' s-_�___ Imo— - � L� r----:: t �- ( ir'—:; '!�'— �t ��,-��:'I -�1�'i � I =`' ! •t_ �+ Ir . --�--•�.� ?—'' �.�--�_ �! �"`�,4 j� ;i Iy_� I; i�,- ii � tl - � I l ' z ,! ,j. FRONT ELEVATION 1/4" zz l'-O" ' stuccoif U. If ice`--, I 1 I i J. i ,, 1,If if it if �XT�i210i� ���Y�TION NOTE5 E_E_� � � � 7E E SHINGLES ( 30 yr. DIMENSIONAL SHINGLES ) STUCCO PER SPECS. --� STONE PER SPECS. BRICK PER 5PEC5, I METAL ROOF PER SPECS. EXTERIOR TRIM: 5/411 X TRIM PER SPECS. FASCIA: PER DETAIL GUTTER: 5" OGEE ALUM SOFFIT: ALUM ( VENTED) PER SPECS. WINDOW TYPE: PER 5PEC5. / SALE ORDER ( SIZES PER FLOOR PLANS ) GARAGE DOOR: 18'-0" X 8'-0" STEEL RA51ED PANEL IN5L. OVERHEAD DR. 9'-0" X 8'-0" STEEL RASIED PANEL INSL. OVERHEAD DR. HEAD 4 TRIM: AS NOTED PER DRAWING PORCH POST: SEE FLOOR PLAN FOR SIZE RIDGE VENT: E CONT, WINDOW TRIM: PER ELEVATIONS Q COPYRIGHT 2010 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC, DATE: 9-19-2018 REVISED- 10-22-2018 ELEV CHANGE 10-29-2018 FOUNDATION 12-4-2018 BLD G CORRECTIONS CTIONS SHEET RIGHT ELEVATION ,,,�.it-oil - - - - - - - — 'LATE HGT. F.F.E. PLATE HGT. - — nin. 0.019 ( 0.5) ( no. 2(o galvanized sheet cauge), corrosion -resistant weep screed plastic weep screed, with a min. vertical attachement flange of 3-1/211 inches (82mm) Ill be provided at or below the foundation plate line on exterior stud walls in accordance h ATSM Ce26. The weep screed shall be placed a min, of 4" inches (102 mm) above the Ide or 2 inches (51 mm ) above paved areas and shall be a type that will allow trapped water drain to the exterior of the building. The weather -resistant barrier shall lap the attchement flange .. ....l..Ntww hell. .I.ell ww - n..4 IAMY.INellf ^1 ll.^ ^C 14.e .iieevn,.Mee�i + 1 I I 1 I 1 + PROVIDE RETAINING WALL 1 1 I 1 1 I 1 1 AS NEED PER GRADE FIELD VERIFY. 1 FREAK ELEVATION II " 1/4 = 1I-0 I I EXTERIOR ELEVATION NOTE5 SHINGLES ( 30 yr. DIMENSIONAL SHINGLES ) STUCCO PER SPECS. STONE PER SPECS, BRICK PER SPECS. METAL ROOF PER SPECS, EXTERIOR TRIM: 5/4" X TRIM PER SPECS, FASCIA: PER DETAIL GUTTER: 5" OGEE ALUM SOFFIT: ALUM ( VENTED) PER SPECS, WINDOW TYPE: PER SPECS. / SALE ORDER ( SIZES PER FLOOR PLANS ) GARAGE DOOR: 181-011 X 81-O" STEEL RASIED PANEL INSL, OVERHEAD DR. 91-O" X 81-0" STEEL RASIED PANEL INSL. OVERHEAD DR. HEAD 4 TRIM: AS NOTED PER DRAWING PORCH POST: SEE FLOOR PLAN FOR SIZE RIDGE VENT: CONT, WINDOW TRIM: PER ELEVATIONS COPYRIGHT 2018 ALL DRAWINGS ARE AND SMALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC. D,4TE: 9-19-2018 REVISED: 10-22-2018 ELEV CHANGE 10-21B-2018 FOUNDATION 12-4-2018 SLOG CORRECTIONS SHEET 0 1-2 F PROVIDE BLOCKING 10 24" O,C, IN THE FIRST 2 JOIST SPACES AT LOCATIONS WHERE FLOOR JOIST ARE PARALLEL TO FOUNDATION WALL FLOOR SHEATHING _ FIRST FLOOR FLOOR JOI5T PER PLAN AND MANUF. SPECS MANUF, RIM BD, R-IS INSUL, SILL PLATE ADDITIONAL BLOCKING 24" O,C, WHERE HORIZONTAL F_____4NCHOR BOLT BLOCKING 15 USED AT LOCATIONS WHERE BLOCKING IS INTE U TE WITH 2 1 KIN FOUNDATION WALL RR P D x 0 BLOC G MAY BE TURNED HORIZONTAL PROVIDED VERTICAL BLOCKING 15 ADDED IN AN ADDITIONAL J015T SPACE AT THESE LOCATIONS JOISTS PARALLEL W/ WALL Scale: N.T.S. TOP OF FOUNDATION WALL -011 n (2) 04 rebar. . --1 unex, rade-a - d 8" DE P FOOTER = - $ACKFILL PER-42-36 �- SPECS. $/A2.0 vanes _ _ tr r, L= 8" DEEP FOOTER . STEPPED FOOTER ELEVATION DJGk6A�M D AIL Scale: PROVIDE LADDER OR STEPS PER CODE SECTION RCO 310,2.1 T.O.W. v T.O.F 0 1 0 8" POURED CONC, WALL I6"x8" CONC. FOOTEf_ WINDOW WELL SECTION 1,4�� - �-o�� I/2"I�T�X 10" AN OR OLfi A,j 6 A O.C. ON A L b ?HJCK OR T�JDGI HICKR C ANCHOR BpLUSING IS 2X8 PRESURE TREATED PLATE CEMENT PROVIDE ADEQUATE SLOPE �WH€NRAJA�0AFIADJACENT NERDRAISAWAYFROMWALL 0 3" MIN, BOL GROUND COVER TO -' PROJECTION SHED WATER 10" POURED CONC, WALL NAILING INTO CONCRETE WALL NOT PERMITTED UNDER ANY CIRCUMSTANCES '6 PERT, REINF. ROD 6 2411 i o o _ O,C, FULL HGT. W/ 3/4" CLEARANCE FROM THE FACE OF THE WALL , PROVIDE BOND BREAK BETWEEN WALL AND ;' A FOLLOW O.S.H.A. ; " RECOMMENDATIONS , UN ASL GROUND 6 MIL POLYRTHYLENE IS ENCOUNTERED ; VAPOR BARRIER TAPE, ; JOINTS OR OVERLAP 6 DAMPPROOFING 4" CONC. SLAB OVER MIN. GRAVEL PLACE ON _ NATURAL UNDISTURBED 501E 3/4" GRAVEL $ACKFILL TO SUMP. 4" 10" 4" TO DAYLIGHT II II 8 X 18 CONC, FOOTER II-611 TILE ONLY DRAIN SYSTEM 10'-0" FOUNDATION WALL DETAIL 8" CONCRETE WALLS TO BE 3000 PSI 8"X16" CONC. FOOTER TO BE 2500 PSI FOUNDATION PLAN r 0 M 1/4" = 1'-0" 12'41 11-411 V-011 n'-1011 29'-1" 21'-8" 81-011 5'-lilt 18'-I i4" 3'-1 11132" 8'-4 13/32" 14'-511 1'-3" OF ----------------------- v v" 4 c c 1'-101I 3'-0Ii v-011 3'_011 1v_OII 3'-011 1�_111 3'_311 4'-0 ' •-----------------. 1 Le 1 1 1 1 1 � 1 11 OF 1 1 1 1 ---- a---- ---v --•v •- ; •----------------------- -------------------------------------- + v ._ ° D 1 . - - - - - - - - - - - - - - - - - + • 1 f °< • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - ; WINDOW WELL i PER, DTL. 2-1 1 1 1 0 , � �t ; WINpO W PER DTL. 2-1 1 1 _/ /BCD 1 . • _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ t t r _ - r _ riiLG� _ _ _ _ _ _ � i ; _ _ r r r _ _ _ r - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r r - _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ r r r _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r ° 1 a _ + 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - d ° d o D � D o D. •^- • � ee - _ d �. v c � •_ ° d n � . `� o - 1 1 c 1 1 ° - ° • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + t] 1 1 p 1 WINDOIU W L PER DTL, 2-1 1 1 1 1 D a°' ; ; •-;*----3050--------- 050-------- 3050------- + 1 1 Q , i e • -T. 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ - - _ PORCH - 1 1 1 1 ' D° , fl) , °• ' EXCAVATED 1 4" CONC, SLAB OVER- ° ° 1 GRAVEL FILL (4 MIN.) II , . ---I 1 � 1 ---1 1 � 1 O Z 8 POURED CONC. WALL ; ° ° '— Q I �- 1 I '-- 1 1 - ' c� , 1 r 1 I W 1 1 1 1 1 48" HIGH W/ 16" x 81'---------------- - - - - -• a o Q , ,♦ w °� > CONC FOOTER N p - d Did ° - . ; «, z a' ; o a- ; p' ; e-- ; ; Q c11 ♦ �______________ _________• cv 1 _j 1 1 1 1 cel D ' 1 ♦ , ' LLI , - , L U 1 ° d ' 1 M ♦ ♦tu lo c" 1 1 1 1 c<l , ' 1 , 1 1 1 1 W6x21 STEEL BEAM " �'------'''-------------------------------- ''''-- " W 12 x 26 STEEL BEAM 12-1/2" DEEP ° a :8-1/2" DEEP _ _ _ _ _ _ 8-1/2 DEEPS ° o . - � a '12-I/2 DEEP ' °v ° °v ° D' ° ° I ' ' $M PKT, $M PKT,; d - pad ° - d a pad ° - d - DQd ;Br'I PKT. $M PKT; 1 1 I 1 ---------------------------- 1 • , NOTE: Except for steel beams &/or a 1 I 1 1 I a� ° I headers, Structural shown for design intent only 1 1 D ° ; Refer to manuf. supplied structural sheets for all joists, I a° �- ----- - - - ------- - - - - -• Ta--_---_• a_ - - - - - - - - - - - - - - - -_ -- , , „ beams, headers, and rafters sizes and locations. ; ° D ° - ° v ° • a o o D o ° ' 10-0 POURED CONC. WALL6 d - o° d pad ° - 11 °__4r__ D_r_________°______ D_4 ___ -- S. INTERIOR WALL NCST, 0F BASEMENT D ° ' POUR TOP OF GARAGE 1 t ' °' 9'4' PLU5 OR MINUS 2" 4" CONC, SLAB OVER , FOUNDATION LEVEL WITH GRAVEL FILL ( 4" MIN. ; _z 6 MIL VAPOR BARRIER HOUSE FOUNDATION ' 1 1 1 °° ° 1 II 1 1 O o 21-1 I I ' O 03 z 10" POURED CONC. WALL FLOOR 5Y5TEM TO C MPLY W/ " SECT. 502.14 OF THE CO CODE 10' HIGH W/ ISx 81 w LU CONC FOOTER ° e a t SEE ENGINEERED DRAWINGS '--° ° ° t A ; I FRE, e82,20 1 a ; FIELD VERIFY LOCATION ' ° ° •--• I u it II ' °a 1 19 -5 p 18 -6 11 1 ° I 8I, POURED CONC. WALL a, 1 av I\IZ=V 48" HIGH W/ 16" x 8" -cw rz D ; 3" STL, COL. W/ ; ` , " ; CONC FOOTER ; 48"x48"A2" CONC. • _ _ _ _ _ + ' 1 • - - - - - - - - - - - , 1 1 FOOTER W/ (4) '5 ' R,R, EA. WAY 1 II t 1 t 1 " 4"x 11 TREATED WOOD ; II2-1/2 DEEP W 12x26 STEEL BEAM 1 1 1 —� 1 12-I/2 DEEP' ° ' r - - - - - - - - - - - - - - - - - - - - - - - - - —F �— I - J ° a BM PKT. - - - '" III ; W 12x26 STEEL BEAM ; ; W 12x26 STEEL EAM BM PKT ; PO T W/ 12"XIZ"x8" 1 ° ° 111 111 CO C. FOOTER TYP. EA. 1 Q ; 111 U 1 1 11' -- - Tlr - - - -' Z a-----------' 1 d ' 4 ° 1 - - - - - - - 1 -- - Q Q F.F,E, 916.66 _ ; D - 1 i 111 1 0 , III 1 . ii . 11 ■ 11 ■ 111 r , 11 111 SLOPE FLOOR 2" MIN, I D ' 111 ■ Y Y 11 Y 11 Y 111 - — +� , v° 11 III c-1 1 D 1 N 1 1/1 ■ n ■ n ■ n ■ ul 1+ III 1 REAR TO FRONT LU oil 1 a d ; 111 ■ Y ■ 11 ■ 11 - y Tr - - - - • • - - - - - - - - - - - + ; I] o It • -litZ, 1 , 111 1 ■ II Y II 11 ■ III , ea===-=-=; 1 ° - 1 1 , 11 111 1 . - it ■ 11 11 Y III I I 1 12-1/2" DEEP' I 1 a ,12-1/2 DEEP W -� - �- - - �•- - = - - —♦ - - - - - - - - t - - , - - - - - - - - a 3 CAR GARAGE ;BM PKT. - - - - - - - - t 1 1 1 $M PKT: W 12x26 STEEL BEAM 1 1 W 12x26 STEEL BEAM 1 I W 12x26 TEFL BEAM 1 1 1 UNEXCAVATED 3" STL. COL. W/ ; ; ; D . � 1 1 - - - - - - - - - a 1 41I CONC, SLAB OVER ; ° a - - - - - - - - - - - 48"x48"A2" CONC, a GRAVEL FILL ( 4t, MIN. ' _ SUMP PUMP FIELD 1 ° (p MIL VAPOR BARRIER FOOTER W/ (4)05 VERIFY LOCATION o° ' 1 1 ° a R.R. EA. WAY z ; ; 1 Q ' ° ° r _ _ _ ---_ _ ' a ' �e ' LL_° D - ° o - , , ; � HOLD FOUNDATION DOWN FROM TOP ; 1 > z 1 r Q 1 0 - o -. p a eo a° °a o o. p a e p a• -° y iL1 IN 4' SECTIONS AS GRADE DROPS ; r' 1 — - -- - - - -- - FIELD VERIFY LU 1 ° , OL IN 1 0 ; t ; 1 ,° 1 I ° 1 • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' p ° •v ea , •-------------------------------• °ea ' ° -------v Q---------- o-----Q --- v------ 1 i 1 --- , 1 a 1 1 1 1 • - -- --- � a __r-___--_____, , � p p d p •v a -° p d p •v a' ' 4 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • e� 4 ° o ° eL] a ° , , 1 1 1 p 1 ' . _ _ D ■ - - -i - - - - - - - - - - - - - - - - - - - - - - - - - - - • p •v - -° pad p - ev ° -o p�Q p - •v - a pad p > •v •- ; N 1 1 �— - ; C a -- - - - - - - - - - --------------------• °a 1 e� 4 ° c 1 ° 1 � � 1 ► -° p Q Q p •v - Q o `° p Q- p ev - / `------------------------ - - - - --+--------------------------------- - - - - -- 1 Q 1 1 1 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 ° 13'-9" 11'-8" 6'-311 ; 1 1PORCH 1 1 v 1 1 11 EXCAVATED 1 a 1 4 CONC. SLAB OVER GRAVEL FILL l 4" MIN,) - - - - - - - - - - - - - - - - - - - - - - - - - - - FTT1- - - - - - - - - - - - - - - - 1 1 1 p 4 •v -. f D© 1 . -° p- a ; 8" POURED CONC. WALL ; .------------------------ '------ ----- • ° 48"HIGHW/16'x811 - ° ; CONC FOOTER ; <D ; 1 °-------------------------------------• D 1 cYl CV1 `------------------------------------ - - - - -- •L- �' _- 0-011 2-0 �. 1'-0" _ 5'-4" _ 10'-eI 14'-4" lg'-0" 33'-4" 6-011 13'-0" 14'-0" 70, 56'-511 21'_O11 7 OF I crl N v 0 Q COFYRIGHT 2018 ALL DRAWING5 ARE AND 5HALL REMAIN THE �• PROPERTY OF ARTHUR RUTENBURG HOME5 INC, AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC. DATE: 9-19-2018 REVISED: 10-22-2018 ELEV CHANGE 10-2e-2018 FOUNDATION 12-4-2018 BLDGa CORRECTIONS - SHEET 0 3/4" SUB-FLOOR'G SCREWED AND FOAM :LG, HGT. GENERAL WALL NOTE:1 2x6 EXTERIOR WALLS UNLESS NOTED OTHERWISE 2x4 INTERIOR WALLS UNLESS NOTED OTHER WISE. 10'-1" PLATE HGT, FIRST FLOOR WALLS UNLESS NOTED OTHER WISE 11'I" PLATE HGT. GARAGE WALL UNLESS NOTED OTHERWISE 9'-I" PLATE HGT, SECOND FLOOR WALLS UNLESS NOTED OTHERWISE. WINDOW HEADER HGT. TO MATCH DOOR HGT. UNLESS NOTED OTHERWISE. WINDOW AND DOOR STYLES PER SPEC, BAND BOARD 1/2" DRYWALL IN FINISHED J' AREA'S ------------- -- GRADE VARIES LINE OF BOTTOM OF DUCT WORK SOFFIT / 6 BEAM / Luz 0- PROVIDE FIRESTOPPIN / Z AS REQUIRED / n Q z 1/2" DRYWALL YWA OV % 02X4 STTUD5 616" O.C. / `L W/ VAPOR BARRIER wz ILL 1" AIR SPACE , TREATED WOOD PLAT B.F.F.E. v� 0 o o 00 J 00ooc a8l TYf=.. FIN15HED 13A5EMENT WALL SECT. 1/411 = ,-ou LOWER LEVEL PLAN 1/4 11 = V-Oil 11 joists, is. c0 COPYRIGHT 2016 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC. DATE: 9-19-2018 REVISEp: 10-22-2018 ELEV CHANGE 10-29-2018 FOUNDATION 12-4-2018 BLDG CORRECTIONS SHEET BEARING HEADER ]DETAIL UNLESS NOTED OTHERWISE HEADERS OYER OPENINGS IN BEARING WALLS SHALL BE. BEAR ON ONE STUD UNLESS NOTED OTHERWISE. HEADER TO FIT TIGHT TO ADJACENT FULL HEIGHT STUD. HEADER DBL. TOP PLATE TIGHT FIT 2-BEARING STUD (1) FULL HEIGHT STUDS SHEAR WALL / 5RACIN CODED NOTES: ® METHOD 3 BWP SHALL BE AS FOLLOWS: 1, WALL LENGTH = 4'-0" IN EVERY 20'-0" 2, 1/16" OSB 3. 6" O,C, EDGE NAILING 4, 12" O.C. FIELD NAILING 5. WALL PANEL 50LE PLATE (3) 16D NAILS 16" O.C. ® METHOD PFG SHALL BE AS FOLLOWS 1. SEE DETAIL SHEET # 3-2 NEWEL PER BUIL SF GENERAL WALL NOTE: 2x6 EXTERIOR WALLS UNLE55 NOTED OTHERWISE 2x4 INTERIOR WALLS UNLESS NOTED OTHER WISE, Id -I" PLATE NGT. FIRST FLOOR WALLS UNLESS NOTED OTHER WISE 9'4' PLATE HGT. SECOND FLOOR WALLS UNLE55 NOTED DiNERW15E II'I" PLATE NCsT, GARAGE WALL UNLE55 NOTED OTHERWISE WINDOW HEADER NGT. TO MATCH DOOR NGT, UNLE55 NOTED OTHERWISE. WINDOW AND DOOR STYLES PER SPEG, HEADER NOTE: 1. ALL BEARING HEADERS TO BE (2) 2xIO SYP 02 UNLESS NOTED OTHERWISE 2. ALL OPENINGS GREATER THAN 4'-0" REQUIRE (2) KING STUDS FIRST FLOOR ONYL PIP NOTE: Except for steel beams &/or C" headers, Structural shown for design intent only Refer to man f. supplied structural sheets for all joists, s, beams, headers, and rafters sizes and locations. NO SCALE _'DRIP SECTION BTWN N' 4 2" _I IT rr. UNt�GK � I All P■1 11 PROVIDE MIN. 36" CLEAR WIDTH AT STAIRWAYS TYf=.. STAIFR DETAIL. 1/4" = l'_O' STAIR DATA 1, MINIMUM TREAD DEPTH : 9" 2. MINIMUM NOSING PROJECTION: I" 3. MAXIMUM RISER HEIGHT: 4. MAXIMUM VARIANCE IN RISER HIEGHT: 3/8" S. MINIMUM HEADROOM HEIGHT AT STAIR ANGLE: 6'-8" 6. MINIMUM / MAXIMUM HANDRAIL HEIGHT: 34"/38" —1. MINIMUM GUARDRAIL HEIGHT: 3611 8. MAXIMUM BALUSTER SPACING ( CLEAR OPG ): 4" 9. MINIMUM STAIR WIDTH EXCLUDING WALL HANDRAIL: 3'-0" MIN. ( SEE PLA 0 =�r r N N r- 0 f=IfR6T F-L.00fR FLAN 1/4 11 = if -oil O INDICATES THE NUMBER OF STUDS FOR BEARING I, -------- K5, 312 If I- 1 , 1 19'-8" 29'-O" 15'-0" ; 14'-8" 1 OF IS 1 111 1 , II � 1 II 1 11 , II 1 II � 9 -10 9 -10 -34 3 -03/4 -8 1 4 -0 3 -6 3 -6 4 -0 ' 1 i , 1 1 , 1 91-03/411 9'-2�" 3'-03/411 21-0�" 51-7h" OF ' 1 91050 ' 1 , 1 1 , i (2 11-1/8" LYL (2) 11 /8" LVL - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 , 10 X 10" BU T OUT 1 o .---------------------------------------- I II ; - WO D COL YP,EA. O ; 1 A o X 2 -0 1 _�? ; ; 3060 3060 3060 1 � , 1 1 1 1 OWN EI ` '5 SUITE ; 2'-0" COVERED RCH 1 _ p � - X Q 1 TRAP CLG. 1 - >� NCfl; ® 1 1 co i 1 ; 3060-/ 1 1 , -4Q1 i 1 (2) 2xIO ' _ KEEPING ROM ' CICI-------------------------------------------- ,4 1 = o 1Of- $3i411 ; 14'-I" A ; O X O 1 �� MORNING 1 � 2880 16080 (4) panel sider ' p (4) 1 Y BEAM o 1 - EXT. CAN BE CLIPPED UP TO 11" -- -- _ 4030 ;° 2x 0 L V - - - - - - ( STAGGERED I/2" HRU BOLTS is 24" O,C. STAGGER D) N 0 i o - -Hill oo � (5) 2 6 i ; il�»y======-- �««-==-�---------' ; - _ ----------JOIST TO H NG ON LYL 5) 2x6 ; 1 Cr, FINAL KITCH N LAYOUT DESIGN! ; li 1 1 , � 1 11-9i " ' ;I BY 'KITCHEN AB�IET S PPLIER - o '' _ 1 11 ' il if 1 If II , I , �, I 1 ; 1 e ----------------------- OWNER 11--- ' 1, 1 1 ' I ' �I------- X I I � " REIN ROOM ,1 II i 1 1 I I @CAN r i1' -`-�------------- - -O. _ _ ' _ it 1 1 11 _ - Fr O , l i 1 n♦ { 1 1 O ,1 11 1 iOil �I - Pw ifl ,1 1 f 1 1 „ ' , , I 1 1 Q U 11 - I , 1 1 n 1 1 1 ' - - - - - ' {i 2880 0 I' I 21'-113i411 o C r------------- -+�-- RRE 98l,20 , `,-------- ----- --t-- ------------� , 1 O 2880 - , I ';I �I�ITC�IEN 11----- ----- -;--' ------ } 1 I, ATTI •24, I 'I v I ; ; 2'_6�,811 21-43/811 ; ;1 12-1'�° ;; LO ACCESS N� I1 'Q ---------``�- d ---- --------------------------------1-------'-'�i ------ ----- ---' - ----- ---- i--------------------y---------------'-------------------------------; ' '' - _ _ _ - - - - - - - - - - - - - - - - - - - - - - LINE 0; FLOOR ABV. - - - - - - 1 /: OP -OF FLOOR ABY.-------------------------------------- -- - -- h i 1 ' ' 1 oul UP 1 1 1 I -4 1 1 1 WOOL)RAIL'G 1:� 3080 I 1 I 1 1 1 � + r=-------- -------------------- - -------T---- ----_--- ------------ ------ --ARRIVAL ------ -------------- NQ (C ♦j - 1 ai 1 s CF ------ --------- ------ ---- -- 1 1 r ------4,_I„� ---- ll_�,�n V �i1 -aa�- 3a==a4 a4;� ��A.4-3� _ � �, F.F.E 982.20 1 IC 1 NQ N 10' �91-8" OF 4'-D" Z1-10%4" 21 ^ I , ,, ; - - - - - T, w o ' 1 UP PANTRY ILSA1 1 WMIN, DR.' ' (JET 5AR ' ;ro NOTE: 1 - - - - - - - - _ - _ ' ' 2 5/8' FIRECODE DRYW ALL - - °- TAPE AND BED WALLS' AN CEILING r= - - - -'- - - - - - - - - - - - 0E OF FLOOR ABY, �1 � OR A1B ----------------------- 1 _- FIN1 16' PLATE HG ; N X 0 N � N N `�4x4� I , 1 } % J. 1 < - 1 N ' - -------- - 1 ATTIC � , ,% 1 N4 , 1 ACE ; r 6'-10" 6'-9�" II'-61r ' ' i'-6 14-$4 11 6' 1 0 I (2) 2X10 : � I=d'�ER ; � DINING ROOM = (2) ZX1 1 RAIL G OR HALF ; ' o —� ! ; - - - - _ - .24x4� ; CC%! TRAY CLG, , _ UPPER- E -L ; SEE DETAIL � 2 3, WALL PER SECS. 1 ! ; 2446 ; 2446 _ A�iIC ' X ' DEN \ is � I ; 1 ! I 1 i 1 m� �L/E� ; 1 I I , !, O ' 1 1 , 1 ,d, - - - - - - - - - - - - - - - - - - - - - - - N �,F,E 981.20 1 1 (2) 2X10- ! (2) 2X 12 �111 4050 11 2446 (2) X6 6050 O ''' 111 , , „� -\ 6080„f , 1i1 III ; X 3050 6050 ,i111� I,a ,- Ile 1 I N I,, 10 STEP 1 I.M T ATED P WOOD SHETHING �"" � 111 N - i I ll ,, �' O 1 1 1 OYER 2 8 TREATED JOIST p ' " PCB "" I ' u (2) 2X 1 1 1 N , �► 16 O.0 SEE DETAIL F,F,E 985,20 k' �� �-------------- (2) X12 --------- - -------- _ - ---- , - NQ 6, 1lk - - Li 111 _----(2) 2x1 1 , 1 1 1 1 1 J , 1 1 ' 10" STEP WALKWAY AND GRADE SUIT UP 1 10" STEP TO PORCH FIELD VERIFY 1 II II 2 -6%� 2 -9� 5 , II -10 , „ 4 -10OF 3'-6" ; 3'-6" F.F,E 983,20 ' 1 id -a" 3'-S" 1 1'-0', 3'-8" 51-4„ 6'-4" OF 1 ; 1 6'-6" 6'-6" 61-6" 1,-6" /� 16,-0 141-41 11'-8" II 3,-0 6-0 I II 4-4 13-0 OF 14-0 1'-0" 42'-0" 13'-4" 21'_OII >�r _ ; 83'-4" ' Na2 --------- - 32 0 11711 C'n CQ COPYRIG14T 2018 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES fNC. a' AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC. DATE: 9-19-2018 REVISED: 10-22-2018 ELEV CHANGE 10-29-2018 FOUNDATION 12-4-2018 BLDG CORRECTIONS SHEET BEARING HEADER DETAIL UNLESS NOTED OTHERWISE HEADERS OVER OPENINGS IN BEARING WALLS SHALL BE: BEAR ON ONE STUD UNLESS NOTED OTHERWISE. HEADER TO FIT TIGHT TO ADJACENT FULL HEIGHT STUD. LIT: n n1=a TIGHT FIT 2-BEARING STUD WOOD POST S WOOD RAIL'G WOOD SPINDA SPINDALS im 4' 3/4' SUB —FLOG 1/2" DRYWALL WOOD FLOOR JOIST DBL, TOP PLATE (1) FULL HEIGHT STUDS RAIL'G DETAIL GENERAL WALL NOTE: Yxb EXTERIOR WALLS UNLESS NOTED OTHERWISE 1x4 INTERIOR WALLS UNLESS NOTED OTHER WISE. 1d-1" PLATE HCxT. FIRST FLOOR WALLS UNLESS NOTED OTHER WISE PLATE NGT. SECOND FLOOR WALLS I1NLE55 NOTED OTHERWISE ]III" PLATE HCsT. GARAGE WALL UNLESS NOTED OTHERWISE WINDOW HEADER N6T. TO MATCH DOOR H@T. UNLESS NOTED OTHERWISE. WINDOW AND DOOR STYLES PER SPEC. 1/4" = 11-0" NOTE: Except for steel beams &/or headers, Structural shown for design intent only Refer to manuf. supplied structural sheets for all joists, beams, headers, and rafters sizes and locations. O N Ln DEN / STUDY RAISED FLOOR DETAIL N.r.s. 0 NQ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ! 1 1 i i 1 , 1 i it L' - - - - -, it 11 ' - I' 1 I ii I 1 :- � , ' 1 II I '1 10 4 If - 25'-311 I� �1 u 1 u I n 1 u t u 4 -0 4 -0 5 -I1 13 -0 10 -0 2 -3 , -------------------------- - - - - -, r------------------- , r----------, 1 �I 3630 3630 3630 ri 1 1 1 11 1 r 1 11 11 , I 1 ,1 ' I I 1 i I 1 1`----------„---------—--- 1 `-------------——-----,r--- ' 1 { 11 1� 1 1 I I , 1 ' II 1' 1 ,1 , I 1 1 '`---------- I - - - - - - - - - - - - i , 1 - - - - - - - - - - - - - - - y 1 „ 11 II - - - - - - - - - - Y-- - - - -- ---- I 11 �� n 2626 5'-loll 11 3'-O� 2'-3� 5'-411 — 1y ly 1 1 11 5'-loll �? - - - - - ; 6'-2�1 3060 36'-811 0 3050 L' SHEAR WALL / eRACIN CODED NOTES: ® METHOD 3 BWP SHALL BE AS FOLLOWS: 1, WALL LENGTH = 4'-0" IN EVERY 20'-0" 2, 1116" OSB 3. 611 O.C. EDGE NAILING 4, 12" O,C, FIELD NAILING 5, WALL PANEL SOLE PLATE (3) 16D NAILS 1611 O.C. © METHOD PFG SHALL BE AS FOLLOWS 1, SEE DETAIL SHEET N 3-3 im HEADER NOTE: 1, ALL BEARING HEADERS TO BE (2) 2x10 SYP 02 UNLESS NOTED OTHERWISE 2, ALL OPENINGS GREATER THAN 4'-0" REQUIRE (2) KING STUDS FIRST FLOOR ONYL O i! i! 1 r 1 +� O O +i I , O Ln i! 1 i1 j.{i�11"f4--I�__- , ------------ - - - - -, ; I I CiJ I Q r--------,----------- 1 , i' 1----------- 1 I (2 2x10 v '' I 1 , , 1----------- --- ------------------------ 2426 F - 1 1 I I O 1 1 I i A I - - - - - - - - - - - 1 1 I I { s 1 1 I I 1 £ 1 1 1 1 I 1 1 i II 1 1 I 1 1 1-8 I I I I BEDROOM #3 I E TRAY CLG,Cr ---- ------------ 1 - 1 14 -4% 01 1 , 1 I Ii 1 1 YI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r_ _ _ _ _ _ _ _ _ _ m _ _ _ - - _ m ----------- CIO YI - - _ _ _ _ (2) 2x12 1 I I+ I I Y� 111 III 11 6050 + h.------- ----- 111 - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7!: 1! O 1 I !+ h _ _ - - _ _ - _ _ - I , - 1 1 1 i 1 I I I i 1 i 1 I ' 1 I � a I 1 i 1 I I ` I I 1 I 1 1!- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 !i i I it I I 1 It 61 , , 11 61-411 6111 2'-11" 1'-51`11 -;, `------ Ior 12'-8" 10'-4�" I 42'-011 I_ 21'-811 l 63'-811 SECOND FLOOR PLAN 1,4 11 , I-0• I - - - __71 CQ COPYRIGHT 2010 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC, DATE: 9-19-2015 REVISED: 10-22-2018 ELEV CHANGE 10-2S-2018 FOUNDATION 12-4-2018 BLDGc CORRECTIONS SHEET 2-3 GENERAL NOTE5 (ROOF PLAN): 1, REFER TO BUILDING ELEVATION FOR ROOF PITCHES AND ROOF PROFILES 2, FLASH AROUND ALL ROOF PENETRATION COORDINATE ALL ROOF PENETRATION AND FLASHING DETAILS WITH ROOFING CONTRACTOR, 3. ALL FLASHING AT BRICK AND STONE TO HAVE REGALE CUT INTO MORTAR JOINTS FLASH AND COUNTER FLASH AS REQUIRED, 4. ICE SHIELD IS REQUIRED 2 FEET PAST THE EXTERIOR WALL AT THE EAVES OVER CONDITIONED AREAS, 5, SEE TRUSS LAYOUT AND JOIST DRAWINGS FOR STRUCTURAL BEARING INFO 14'-4" 0 0 4O'-10" 20,-5" 20'-5" C TfRUSS PROFILE I,_Oil It 2x8 RFT. 2x6 C.J. 16" D.C. m <8 RFT.. x6 C.J. 16" D.C. ROOF SHINGLES 15 LBS OF FELT OVER PLYWOOD SHEATHING WOOD TRUSSE&---,, 6 24" O.G. ALUM GUTTER 4 FASCIA BRD—.-,,, r IX TRIM SEE FLOOR PLAIst— FOR SIZE AND TYPE IX4 NAILERS FOR SOFFIT SYSTEM ,w 24" O.C. SEE FLOOR PLAN FOR SIZE AND TYPE PORCH HEADER DTL. NO SCALE 2X8 D BRD. W/ 2X6 YAFTERS 10 24" 'LYWOOD SHEATHING GABLE TRUSS TYP. OVERLAY FRAMING DETAIL N.T.S. ATTIC VENTILATION TP45LE ROOF AREAS VENTING REQ. MARK AREA REQ.SQ, IN. RIDGE VENT PROVIDEDO SOFFIT VENT O 1353 SF 458 (24 LF g 0.15 ) 554 SQ. IN, (1-1 S.V. IT 0.113 ) 465 SQ. IN. ® 7l6 SF 3-13 (25 LF m 0.15 ) 540 SO. IN, (14 S,V. m 0,113 ) 383 SQ, IN. O483 SF 232 (12 LF w 0,15 ) 259 80. IN, (5 S,V.. 9 OJIB ) 246 SQ. IN, O 3Z9 SF 182 (12 LF im 0.15 ) 259 SQ. IN, CI S_V.. 11111 0,113 ) 1131,52 80. IN. - •----------------------- - - - - ------------------------ - - - - ---------------------------------------------------------- - - - - -- ------------------------ --------------------------------------------------------- 1 i 1 --————————————————————————————————————————————————————————————— —————————— ——— ——— — — — — —- 1 1 1 , 1 12 1 J - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ 12------------------------------------- 12 ATTIC VENTILATION NOTE: ' 1 � i , I Y , 1 ' 12 ; ; 12 1 1 1 ; 12 ' ' 'N�4 ; I. SOFFIT VENTING AND RIDGE VENTING REQUIRED AREA = 1/2 x ATTIC AREA / 150 . / I2. SOFFIT VENT AREA ASSUMED: 0.19 5F PER 4"x16" VENT ' n > 3. RIDGE VENT AREA ASSUMED: 0,15 SF PER LINEAR FOOT OF VENT 4. HAT VENT AREA ASSUMED: 0,43 SF PER VENT WOOD TRUSSES z '7r 1 - - - - - - - - - - - - - - - - - - - - - - 5. OPENINGS BETWEEN ADJACENT ROOF AREAS SHALL BE ; -- -a,�� COVERED BY AN AIR BARRIER. ' + ,,--------------------- , 1 z WOOD TRUSSES ' 24 O.C. ; ; I 1 /AlP OVIQE ROOF WIND W ' ELL :UNDER WINDOW 1 ' 1 1 / TIER ELEV. 4L) — — — — — — — — — — — - i ' (4) 2x6 (4) 2x6 _ CARRIER TRUSS �_--------- ------------- - - - --- -- --- --- -- 1-� 1 HIGH HEEL TRUSS PER MAUNF, i^ ; / 12 l - - j / j f J/ J/i -. / - - 12' OVERLAY FRAMING OVERLAY FRAMING 1 '<< � PER DETAIL ; ; I �,LLI PER DETAIL '; -------------------------- ------ ---- --- _, Lu /:z , 1 ail! �'p � is I '/ � i 1✓ t1 ' � ' ' ' 1 41, !1 1 r ' d , , / / 1 , , CONT. RIDGE VENT O , 1 � u1 / V ' —/—,— — — — — — — — — — ly I _ //CONT, RIDGE 'I ENT /c, --------------- ---CONT. RIDGE V T ;; ; ;+rp�';. ,� c�c _� / ' r , r----------- --- r--------------If , 11 1 _4 OyERCAY'Ff AMINCx /' / ; ; �0 I �e PER DETAIL LLI 1 �,(� / I I I I I Q 1 1 , , J/ a if ,� I 111J/J/ lfi� I CONT, RIDGE YEN IN IN 12 (� ur d„ ——----—----—-------------------——------—---—-—----—,12 —— --— ---—---'�——---——--———----—-----J 1, I ir—--———--———----—--—�r—---------- _ +/------------------ -r——- —--� r—=——---'�--——---—---———----—--'b� ' ' If If lit IN 12 lit 1 i 'p �, 12 III /CONT. IDLE YEN 1 1 1 / ; I % IN 111 _ — v —/—-----—————r�-- , ; r—---- — ---— 12 IX cf) U / / , / �/ / / I , I -. i——— — — — — —' i8 _ '11 "ERLAY �,RA1 lk1V ' 1�,1 I —— ---- _- —---'-————-—--- —- III 111 / /1 , ; I 12 I N q N 111 / N 0 111 f� _ DETAIL O 1 1 Z 12 1 ' 12 12 1 ' 12 12 N ; ; A u; I — — — — — — — — — — — — — — — — — — — — — — — 1 , 1 _ a _ OVERLAY FRAMING / ; 1 ;; - - - _ - - lit,`j PER DETAIL / 12 M' WOOD TRUSSES ' 24 O.C. ' 1 �� j / i c' ' / 2 WOOD TR35Et 24' O.C. � -- — — — ———— ———— ———————— ————— — — ---+ 1 tl12 , , 1 ' ' �_-------Ju-------- --------4'L------- �s,-'-------- - ,,�; ;CARRIER TRUSS �_ ___ _//_I / 'S� _ /_ �. (4) 2x6 r� 111 _ _ _____________ __—____ _ ----------- "'_ O lit �==---- =—=== •--— ————— --------———-—— ------+ 1 li. If ` ' ' ` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' X6 1'i x 2x6 RAFTERS ttf I \\ , 1 I 1_ ;11 1 \\ ', V'I 16" D.C. z 12 \ Lu !! �� \ 12 1a C 2x6 RFT. / 2X4 C. 'yam; 2x6 RFT. / 2x4 C.J. ;; I ;; 16" O.C, 16" O.C, o 1 ' 1 NOTE:: '� I `- 1 : ''------------------------- 1 I I I Z ' ' (i --------------- ----- _+ 1 STRUCTURAL SHOWN FOR DESIGN INTENT ON Y - ' REFER TO TO MANUR SUPPLIED STRUCTRAL HEETS FOR 1111 ; ; ; ; ; ; +� ALL JOIST,BEAM,RAFTER,HEADERS AND TRUSS FOR ALL - - - - - - - - - - = I = _ _ - - - - - - - - - - ': fROOF FLAN 1/4 " = 1'-0" SIZES AND LOCATIONS. 2x6 2x4 C.J. 'm 16" 0. Q COPYRIGHT 2018 ALL DRAWING5 ARE AND SHALL REMAIN THE FRCFERTY OF ARTHUR RUTENBURG HOMES INC, AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN C0N5ENT OF A RTHUR RUTENBURG HOMES INC, DATE: 9-19-2018 REVISED- 10-22-2018 ELEV CHANGE 10-213-2018 FOUNDATION 12-4-2015 BLDG CORRECTIONS SHEET 3-1 PLATE WGT. rF.F.E. PLATE HGT. F.F.E. T.O.W. 0 T.O.F. fB 5UILDING SECTION J-2 1/4" c 1'-0" rA 1BUILDING SECTION 3-2 1/4 11 . 11.011 PLATE WGT. PLATE T c0 COPYRIGHT 2010 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES (NC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC. DATE: 9-19-2018 REVISED: 10-22-2018 ELEV C1,4ANGE 10-29-2018 FOUNDATION 12-4-2018 BLDG CORRECTIONS SHEET * TABLE 602.I0.5 RCO 2013 MINIMUM LENGTH OF BRACED WALL PANELS MINIMUM LENGTH OF BRACED WALL PANEL 8-FOOT WALL WALL 10-FOOT WALL 16" IS" 2011 RAISED TRU55 HEEL PLATE HGT. 12 RAISED TRUSS HEEL F_F.E_ LATE HGT, EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2' TO 18' FINISHED WIDTH OF OPEN'G FOR SINGLE OR DOUBLE PORTAL i . ' " .. • MIN 3"xil-I/4" LVL STEEL HEADER PROHIBIT FA5TEN SHEATHING TO HEADER WITH 80 COMMON OR GALVANIZED 5OXNAIL5 IN 3' GRID PATTERN. • HEADER TO JACK -STUD STRAP PER TAB 602.10,6.4 ON BOTH SIDES OF OPEN'G OPP051TE SIDE OF SHEATHING MIN, DBL, 2"d' FRAMING COVERED W' M 1/16" THICK WOOD STRUCTURAL PANEL SHEATHING W/ 8D COMMON OR GALVAN12 NAILS AT 3" O.C. INTO FRAMING 5TUD5 Al SILL AS SHOWN Ty MIN. LE H OF PANEL ER TABLE 6023 MIN. (2) 1/2" DIA, ANCHOR BOLTS IN5T PER 403.1.E WITH 2"x2"x3/1E" PLATE WASHER ° OUTSIDE ELEVATION TEN51ON STRAP PER TABLE 602.10.6.1 - ON OPPOSITE SIDE OF SHEATHING) IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF THE WALL MID-HGT ONE ROW OF 3" O.C. NAILING 15 REQUIRED IN EACH PANEL EDGE. TYP, PORTAL FRAME CON5TRUC MIN. DBL. 2x4 POST (KING AND JACK STUDJ NUMBER OF JACK 5 P€R TABLE 502.51 2J INTERMITTENT BRACED WALL PANEL,PANEL REQUIRED ADJACENT • OPEN'G FOR SINGLE • PORTAL FRAME. • e •. ANCHOR BOLTS PER SECTION 403.1.(o FASTEN TOP PLATE TO HEADER W/ TWO ROWS OF 16D SINKER NAILS AT 3" O.C. TYP, MIN, 1/16" WOOD STRUCTURAL PANEL SHEATHING Ij SIDE ELEVATION PORTAL FRAME AT GARAGE DOOR OPEN'G IN SEISMIC: DESIGN CATEGORIES A,5,,4c: N.T.S. C � 5ULDING SECTION 3-3) 1/4 11 = V_Oil _ PLATEN. RAISED TRU55 HEEL RREI PLATE HGT. Q COPYRIGHT 2010 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURS HOMES INC. DATE: 9-19-2018 REVISED: 10-22-2018 ELEV CHANGE 10-2S-2018 FOUNDATION 12-4-2018 BLDG CORRECTIONS SHEET 3-3 F E "ICE -GUARD" g ALL EAVES dVALLEYS of felt flashing or equal material g from a point g least ning a the interior face of the exterior ]wall 24iMiN. ICGUARD TYP. GUARTYP. g ROOF PFRIMFTFR ELEV, ASPHALT ROOF SHINGLES - OVER SYNTHETIC ROOFING FELT OVER 1/16" OSB SHEATHING WITH CLIPS 2X4 LOOKOUT _ ALUMINUM GUTTER - ALL TRiM TO BE SMART TRIM OR EQ. 4x16" soffit ven# I X a FASCIA — I X 10 FRIEZE - 5/42 SEE EXTERIOR ELEVATIONS FOR FINISHES Tyvek resistive barrier 1/16" OSB SHEATHING 12 PLA l_, TA-j§INjjRFLA1) N5 OF 1/16" OSB SHEATHING TO EXTEND //'—TO UNDERSIDE OF ROOF TRUSS TYP. R-x INSULATION per IEEC/REM docs PLATE HGT. 5/8" DRYWALL OVER WOOD TRUSSES 6 24" D.C. METAL TiE DOWNS AS REQ'D 1/2" DRYWAL OVER 2x STUDS AT 16" O.C, z SEE FLOOR PLAN FOR STUD SZES a w 1L KRAFT FACE R-X INSULATION PER IEEC/REM DOCS. BAND BOARD iNSOLATiO PER IEEC/REM ROCS. � 3/4" SUB -FLOORING T* SCREWED AND FOAMED OVER F F E PLATE HGT. II 5/8 DRYWALL OVER FLOOR J05T JOIST SIZE AND SPACEiNG PER FLOOR JOIST MANUF. DRAWINGS PROVIDE FiREBLOCKING AS REQUIRED SAME AS ABO 1/2" DRYWAL OVER d) 2x STUDS AT 16 D.C, z SEE FLOOR PLAN FOR a STUD SZES Tyvek resistive barrier KRAFT FACE R-X INSULATION PER IEEC/REM DOGS. FLASHING SLOPED AS REQUIRED .ti MANUF. STONE CAP STUCCO STONE PER SPECS, AND ELEV. 3/4" SUB -FLOORING T4G SCREWED AND FOAMED OVER F,P,E. GRADE (SLOPE AWAY 10" MIN, 16T 15') BACKFILL MAY BE SAND; STONE,SILT SAND,CLAYEY SAND t CLAYEY GRAVEL (NO CLAY OR SILT EXCEPT AS NOTED gravel NOTES: 1.) PROVIDE 2- 04 HORIZ. REBAR WALL RE-INFORCING BELOW BSMT. WINDOWS EXTENDING 1'-0" BEYOND EA. SIDE OF WINDOW 2.) PROVIDE 04 VERTICAL RE-iNFORGiNG FULL HT. g EA. SIDE OF EA. BSMT. WiNDOW A 3-3 PLATE HGT. �� �� 12IO.0 16 A.B. - �►3�o" -XBATT INSUL. DRAPE l EXTENDS 1 2 -3" BELOW GRADE HGT.) (APPLIES T TO UNPIN. BASEMENT AREAS ONLY) G 6" VERTICAL 4 24" O,C. - ' FULL HEIGHT W/ 3/4"CLEARANCE T FROM THE FACE OF THE WALL D 3) 04 BAR HORIZONTAL a Q T CONIC, POURED WALL SEE T ° ' FOUNDATION FOR WALL 4 1 THICKNESS AND HGT. T T 4 BAR 9 (o' D.C. 1. 1 - L 4" MIN GRAVEL - PLACE ON NATURAL a UNDISTURBED SOIL F.F.E. "FORM -A -DRAIN" 1611x8" CONTINUOUS CONCRETE FOOTING TWO STORY WALL SECTION 1/2 = 1'-0" d LLU Lu Lu LIJn 50 PROVIDE "iCE-GUARD" 0 ALL EAVES 4 VALLEYS (2) layers of felt flashing or equal material extending from a point -0 least 24" beginning a the interior face of the exterior wall 24" MIN. ICE GUARD TYP_ ROOF PERIMETER TAIL PE / ELEV. ASPHALT ROOF SHINGLES I OVER SYNTHETIC ROOFING FELT 12 OVER 1/16" OSB SHEATHING R FL N WiTH CLIPS TA-9 §n[N PLAINFOF 2X4 LOOKOUT 1/16" OSB SHEATHING TO EXTEND TO UNDERSIDE OF ROOF TRUSS TYP. ALUMINUM GUTTE R-x INSULATION per IEEC/REM docs ALL TRIM TO BE SMART TRIM OR EQ. cEiLING H CA 416" soffit van 1 X 8 FASCIA 5/8" DRYWALL OVER WOOD TRUSSES tv 24" 1 X 10 FRIEZE O.C. 5/42 METAL TIE DOWNS AS REQ'D SEE EXTERIOR ELEVATIONS FOR FINISHES 1/2" DRYWAL OVER 2x STUDS AT 16" O.C. z j SEE FLOOR PLAN FOR Q Tyvek resistive barrier STUD SZES I KRAFT FACE 1/16"I OSB SHEATHING R-X INSULATION PER IEEC/REM DOGS. AS REQUIRED MANUF. STONE CAP STUCCO STONE PER SPECS. AND ELEV. 3/4" SUB -FLOORING TAG SCREWED AND FOAMED OVER F.F.E. GRADE (SLOPE AWAY 10" MIN, 15T 15') v �� �� PLATE HGT, BACKFILL MAY BE SAND, STONE,SILT SAND,CLAYEY SAND 4 CLAYEY GRAVEL (NO CLAY OR SILT EXCEPT AS NOTED gravel NOTES: 1.) PROVIDE 2- *4 HORiZ. REBAR WALL RE-INFORCING BELOW BSMT. WINDOWS EXTENDING 1'-0" BEYOND EA, SIDE OF WINDOW 2.) PROVIDE 04 VERTICAL RE-iNFORCING FULL HT, g EA. SIDE OF EA. BSMT. WINDOW o �= 1/2 DIA. X 16 A.B. 3(0" D.G. -X BATT INSUL. DRAPE ( EXTENDS 2'-3" BELOW GRADE HGT.) (APPLIES TO UNPIN. BASEMENT AREAS ONLY) T T ' (0" VERTICAL 0 24" O.C. J FULL HEIGHT W/ 3/4 CLEARANCE T T a FROM THE FACE OF THE WALL G J 3) *4 BAR HORIZONTAL a Z a T GONG. POURED WALL SEE a FOUNDATION FOR WALL i 0. THICKNESS AND HGT. 4BAR 66'O.C. T 4" MIN GRAVEL PLACE ON NATURAL UNDISTURBED SOIL F.P.E. "FORM -A -DRAIN" 1611x8" CONTINUOUS CONCRETE FOOTING ONE 6TORY WALL SECTION ,,,.,,a, PROVIDE "ICE -GUARD" 6 ALL EAVES 4 VALLEYS (2) layers of felt flashing or equal material extending from a point g least 24" beginning g the interior face of the exterior wall 24 MIN. ICE GUARD TYP. g ROOF PERIMETER TAiL PE ELEV. ASPHALT ROOF SHINGLES OVER SYNTHETIC ROOFING FELT 1 OVER 1/16" OSB SHEATHING WITH CLIPS 2X4 LOOKOUT ALUMINUM GUTTE ALL TRIM TO BE SMART TRIM OR EQ. 416" soffit van X 8 FASCIA 1 X 10 FRIEZE 5/4x2 SEE EXTERIOR ELEVATi FOR FIN PLASHING SLOPE-P. AS REQUIRED MANUR STONE CAP STUCCO STONE PER - SPECS. AND ELEV. GONG. FOOTER PER FOUNDATION PLAN C 3-3 PRE-ENGINEERED ROOF TRUSSES PER PLANS R-x INSULATION car IEEC/REM docs 5/6" DRYWALL OVER WOOD TRUSSES @ 24" O.C. METAL TiE DOWNS AS REQ'D i/2" DRYWALL OVER 2X STUDS AT 16" O/C FINISH FLOOR z 1/?" DIA. ANCHOR BOLTS W/ cr 1' MiN. EMBEDMENT BOLTS SHALL BE h'-O" O/G MAX. AND 12" FROM CORNERS MAX. .411 /^/'11I/` GI An ^%inn GARAGE WALL SECTION 1/2" - I'-0" z d c� 0- D 3-3 PROVIDE "ICE -GUARD" 9 ALL EAVES 4 VALLEYS (2) layers of felt flashing or equal material extending from a point is least 24" beginning -0 the interior face of the exterior wall PITCH PER ELEVATION ASPHALT ROOF SHINGLE,' 15 LBS OF FELT OVEF PLYWOOD SHEATHINC — PLATE HGT, =RS FOR SOFFIT i24" O.C. SIMPSON POST C P FOR TYP, 4 SIZE I I ( BC6) W/ (12) 161) FASTNE S I 1 1 I I I I :2 i I � I I a 1 I a 1 I = I I c I I 10 Ad' BUILT OUT I i SEE FLOOR PLAN FOR WOOD COL, TYP. EA. I I TYP. AND SIZE 1 I 1 I I I 4" CONC, SLAB OVER GRAVEL FiLL F.F.E. a _ — - — - — - — - — - — G -� T.D.W. J_ GRAVEL BACK FiLL = - � c 8" POURED CONIC WALL J- /� A 8" X 16" CONIC. FOOTE G T.O.F. J WALL SECTION NTRIM BD SEE ELEV. SEE FLOOR PLAN cQ COPYRIGHT 2018 ALL DRAWING5 ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC, AND MAY NOT BE USEDpUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENSURG HOMES INC. 1/2'f = 11.011 DATE: 9-19-2018 REVISED: 10-22-2018 ELEV CHANGE 10-29-2018 FOUNDATION 12-4-2018 BLDG CORRECTIONS SHEET " 3�4 200 AMP. METER-% ENCLOSURE \ 2" PVC (SCH 80) 3 RUNS 4/O XHHN ALUM. 2-1/2" PVC RISER ( SCH. 80 ) GRADE _f TO POWER SUPPLY *4 BARE COPPER TO WATERPIPE *6 BARE COPPER TO GROUND ROD 200 AMP MAIN BREAKER PANEL ELECTRICAL SERVICE DIAGRAM NO SCALE ELECTRICAL PANEL 200 AMP CONNECTED LOAD 41.6 K.W. 148 AMP W'5' ITEMS K.W. B.K.R C.C,T. B.K.R K.W. ITEMS W,5, 8 RANGE 9.60 2/40 1 2 2/40 8.00 AIR COND, 8 3 4 1 10 DRYER 4.00 2/30 5 6 1/20 1,00 MICROWAVE 12 d 1 8 1/20 1,00 WHIRLPOOL 12 12 REFRIGERATOR 1.00 1/20 9 10 1/20 O.8C KITCHEN $1 12 12 KITCHEN #2 0.80 1/20 11 12 1/20 1,40 DINING ROOM 12 12 WASHER 1.00 1/20 13 1 14 1/20 1,00 FAMILY ROOM 12 14 STUDY 0.80 1/15 15 16 1/15 0,41 GDO #I 14 14 GDO #2 0,40 1/15 11 18 1/15 1.00 DI5HWA5HER 14 12 BATH GFI 0,80 1 /20 19 20 1/15 asc DISPOSAL 14 FURNACE 0,50 1/15 21 22 1/15 1,50 SUMP 14 14 j LIGHTING 1.80 1/15 23 24 1/15 1,80 LIGHTING 14 14 LIGHTING 1,80 1/15 25 26 1/15 1.80 LIGHTING 14 14 SMOKE DET. 0.50 1/15 21 28 1/15 1.00 LIGHTING 14 14 LIGHTING 0.50 1/15 29 30 1/15 1,50 LIGHTING 14 12 BASEMENT 1,80 1/20 31 133 32 1/15 1.50 LIGHTING/BASEMENT14 SPARE 34 SPARE SPARE 35 36 1 ISPARE SPARE 77 35 16PARE SPARE 39 15PARE ELECTRICAL NOTES: I. ALL BEDROOM OUTLETS TO HAVE ARC -FAULT CIRCUIT INTERRUPTERS. 2. ALL OUTLETS WITHIN 61 OF SINKS, IN THE GARAGE,BASEMENT, AND ON THE EXTERIOR SHALL BE G.F.I. PROTECTED 3. ELECTRICAL RECEPTACLES SHALL BE INSTALLED ALONG THE WALL SO THAT NO POINT IS MORE THAN 6'-O" FROM AN OUTLET ON ANY WALL 2'-0" OR MORE IN LENGTH, AND AT EACH KITCHEN COUNTER THAT IS 12" OR WIDER. PER NEC. 210.52 4. A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED 50LEY TO SUPPLY THE LAUNDRY RECEPTACLES PER NEC. 210.11(C)(2) 5, PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEC. 210.52 SYM OL LEGEND 110v DUAL OUTLET 110v SWITCHED OUTLET ilOv WEATHERPROOF OUTLET 4WFI IIOv GROUND FAULT INTERRUPT OUTLET _220V 3 220v RECEPTACLE -(ep- LIGHT SWITCH (3) WAY LIGHT SWITCH (4) WAY LIGHT SWITCH O SMOKE / CARBON DETECTOR CEILING LIGHT F0- WALL MOUNT LIGHT -PG CEILING LIGHT -PULL GRAIN -0 RECESSED CAN LIGHT FAN/LIGHT Y EXHAUST COMBO O EXHAUST FAN ® TELEPHONE OUTLET O DISPOSAL O CABLE OUTLET TL TRACK LIGHT C;;m 200 AMP ELECTRIC SERVICE PANEL S'C•D' ® SMOKE AND CARBON MONOXNE DETECTOR COMBO ELECTRICAL LOWER LEVEL 3,16 _,Q S 1- �`CTION 31 r-50KE ALARMS 4.1 r Li���n �t I�i'�ralf-a rm. �� it �'>t`�urim� t1�.4' 11 s1<1 ok a S 4 a L�,r istti.i- lil �{C,Aco1 Its r.cc t.vith UL _ 1 f and li'L��t����� in fires kv;� 111iI3tt• 'L.E_���:t�fi�s'�11, 41 4r'.4's �11� of -. TFP4'-,. 11 �. 0�t 1 fa �fi a +"+�F 11.`�:, r1; � � � t!r r �: � r i � rr�-r ff �E � "s�?;_� r�• (-�tiO<c'.• iSd!'' tmar'lL". W' that S;f �i) � 3Jfifti��t' iFlL�t'�. I �f: �� I ��t' �� i�' s :-� �'1si S_ z ems. ��' � r r • r �:' r. r,`* t Sec �Y'-,-} 3 � � i �; , � i �j�l�cted in tl<��'f�?4 oILIVe k. i*h Sec .1'(0,t, �14'.�.f u, � -v'41 bIchide %%��++TT +� j f■ j ff)7 j 3 j t r j jj f f i i�r�•�'E.'116611.- A _x-s c l2 niL;ct �J � flle �+eepira E'a173� f�-~ii110111 le'!(- 3A14.2 )lie l:y•L isi jL#k-i 11S-t.a a it with i i 1 `��. t -Jimt L�iSi �l� sirn ke- 4t�ti�yl-{� e���c��'S��l��.� o�£�- lkl. t_�ltrm_7 ,. Al -tail bep0 il:tcted�. Tlto. lip:-lisch old Il1=�` '� drill !�, ; ��_ f77� j� "r ■�i tt #{51 't t - I r t s r f} 7 rj` , r � } _ i.Fre•!?1510 Lh%. -s�lnii2 'L?'il ;4.t�f s111L _1k4-r dc't-cI'oii Lliitl l�i-u-r l 111re wafllttl;2�1 S 1s -ste 1s 13s1ailCd ?ts111�- t C4nl bi112![i0I's of >iKAI �jj f l z �17 ij' r ' j r t{ t b - S , 1 l 3 t j_ • (t��1z _ 1r �'\ i. "' f 3 7L�`tt Y■ Y t jrr ;-'k � LL V1 ijj14 1 it l��.li o, L2oti is atlon �i�-T ������4 P� ��I;a 11 �,�1���f arr 0 ���i•� Ixy.w. e of th- t Cc11pancy '-;UCE41 Owned by films � r` ii � J i -> > [ . i - � 0 r f ,sha.: �, nit, }��:I!at� 41�1i (fhb,;?t�����,�>s .k.1 10- ar-1: 111'lll._ t'E►t' 13�U _1Ctt#s t I s � • � s S �� i i 4 I! 3 �� !"1 g- i 1 j�r� � i : 1 f ' � L i'S i � i S'ti �" 1 �j IILv':I1 a a 'ki t i ie'i 111 k.+II 1%_-i1L� Ff this section. 4��L- s .iL•X� deti�j • f • • rir i`a.l�jjjjf( ryfl - ram' tt"i TT, ( [F}i ."7'."� ?j1 - �-S{•31 ■r -1 /f.ti} i a i(r! r^3 �r�yF _- V f t)a sv sti&m Is, r!m 1-%r''(fiar;.0 44 -s ll t. }�Yl 1... 1\ 4 1.•1 ith:2 or owned bv title rt \11 Kitchen - Bath - Laundry - Garage � Exterior Outlets Are OECI Protectec All Outlets & Switches Are ARC Fault Protected L4 q 1 q 1 11 11 11 ,1 q q 1 + 1 a II ,i ; 11 ,1 11 �� 11 1 1 ------------------------ --------------------- 11 ;i 11 11 �; 1 11 ,' 1 -------------- II , ;i I1 11 ,; 11 '1 11 �; 11 �= U i 1 1 fir 1 .___ yyy._J_-- • ._ ._ ---_---------------------• I ODM BEDROOM #3/ ; T f OPEN TO I FOYER , BELOW d ,I , 1 1+ _ +I 1 1 1 1 1 � 1 1 i l ' , 1 i q A ------------------------------------------------ ---------------------------------------------------- ELECTfRICAL SECOND FL00FR FLAN ELECTRICAL LAYOUT FOR 5IDDING AND PERMIT ONLY FINAL LAYOUT PER OWNER AND BUILDER ELEC:TfRlC:AL FlfR5T FLOOR PLAN ELECTRICAL LAYOUT FOR BIDDING AND PERMIT ONLY FINAL LAYOUT PER OWNER AND BUILDER 3/1roII = 1'-O" Q COPYRIGHT 2018 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF ARTHUR RUTENBURG HOMES INC. AND MAY NOT BE USED,DUPILCATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF A RTHUR RUTENBURG HOMES INC. DATE: '34B-2018 REVISED: 10-22-2018 ELEV CHANGE 10-29-2018 FOUNDATION 12-4-2018 BLDG CORRECTIONS SHEET ELECTRICAL LAYOUT FOR BIDDING AND PERMIT ONLY FINAL LAYOUT PER OWNER AND BUILDER 4-1 19-08-00 r4 o 83-04-00 18-03-04 1, 3-00-12 L 7-08-00 15-00-00 Wall Height = 10-01-02 Heel Height = 1-07-00 63-08-00 83-04-00 3-01-03 11-06-13 12/12 4-00-00 I I II ; I III f �I II I O 00 O, O N O� O I I III I � I I I I � � i III I ;N III Igo I II j 4 O O O O o O MI �F Q � �L O M C) I N o v UQ I I � M Truss Drawing , Left End Indicator �U) L O, � V III General Notes: All dimensions are read as: O (Feet - Inches - Sixteenths) i 0 � I Dimensions are taken from edge of bearing g g m to edge of bearing unless noted otherwise. All trusses spaced at 24" o.c. unless noted Scale: _ 1 otherwise. 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