Loading...
HomeMy WebLinkAboutBLD2011-00125 Final Garage with Small Residence - BLD Permit / Conditions - 9/9/2013 2 -< o D N C� =r r 7C x 0.rn ,< y 0 n o M d p < c u°i 3 3CD o mm o c c og m m CD to xn -+ �. o dN �` c o � G D v co o �' N v? N S Ml a ' o c � m r D cn a�i Coon c c 3 = n C7n -in r =r to Q a z (n cn .6 cmn � mz n D -i o m o m m 3 D - � c v m =. r B o rr. Z N o a to 0 m z � co � � ( � 3 y N C fn O 7 v xnNii�n Z ° � m moz D � -- off m zomr � Q '< i J N i N i i D o D m m 0:) co 0 00 co EL m M 4zmm `� Z Z N C 0 _0 < -u -u m -a cn cn a l ° o to m m � C x ac � 5. Zo X � 177 mv � �-°vw =SCD mmm � a0 -h � "0 n "a N �' rt N 0 O N .. 7 o m N CD < fD cn CD .N-. to -.' ? cD 7 -i a f3 N ° < � .. x .» D /"0 ° O mx 3 � mzcn mc233q x �' O CD < 00) = N ° N � cu 3 { N TI O O x a O -4a O N F- to Ui N O D v 0 0 o 0 0 0 0 J N N o m 90 OW O cl r �' C 000 ° lu n W Z o 0 � 8 `` G ° C CD cn � 3 Cl) � G� 0 D � r W G m o o y ° m m 0 a-0 � =1 D z m a. m � a<o ° oc m c :3 0m �C' -GmKmmgmmw �+ mm mm .« os v a a n 3 3 3 m D m �,• a is m m 5 5 co D ?tc S. d 3 � CD WI dto to M � � � S � z Qf % d m „ T � m -0 m m -n cn W r m m n m c o 3 c. cn 3 ? (A to m < v o ? i � v � °m CD o cn vovvv � � C, C, m �' w A Ax7: Ann m ton to � O � � m co to vco < m N iB N N N N Z! Z! Z 3 O O O O O NO c r O 3 A En �, t� '' 6fv► 3 O < W W CT CT W <T V � < A 40 fA N iA 0 WrN pnAi o W hi W N V c O AO A07 c � D N V W to ? tr O O * n 0 ° m m m � ° o O n ? n C90p .49 O —I�i :v:vi :j co W O N N'N'N N N'N'N'N:N N i Vp O'O'O'O'O'O'O'O'O O Q N N -4 y :0'0:0'O'o'0:0'O'0:0: o 9 co N N N O ;� 'O' O'O'O'O'O'O'O'O'O'O'O N O O O —i NV �1 N N r O OD v �. v N O o Xp = D a -I X sao Xy � N X CD CD �D X ;' 3p XO N crm � CD= cn m m a s o 93 o om m o m N _ m CDCL w v � � a - m O D av ca my m N am 3 3 n N �ca v, o cn by mo 3 p y CD y y 3 D1 j cn ^ < 0) � 3 S � � toil Z 7 cn N CL � O Q CD ,, 3 r+N O O (n y y O O 7 a O y 00 .+ � O c -ti N Q- 0 C N cr -ti p (D j 3 tT (D O CD 7 O y D) rG N Er 0 -a a O (D y X N 3 n.-Op > j l a y (D 3 N CD CD � N = � � (D Oa. -0N y � p (D O N 5" O (Oq M -• X � N N y Q j to t3 O O "a to Cr O N O N N o N 0 �_ N m cOimO v � $ y3 � y m3 cn _?�_ ° a 0 0 n3 = m scan muc, o yin 0 O o y O a 0 -0 0 y N r« .. .� O n Cr O y -gym :3 .0 y � � 0 M ° o m w 0 Cr is acnCD (MD v co d _. m y m 0 M x XO Nv = off a a � y 0 0 a a -, CD cl tom cD n 3n o CD CD m vT: o 0a tD m3 cl m6 a m � o 3 ° 0 O f ° � 0 0o cn 3c = � _ _t°n = M 0 3K -0 � 3N y o a '" 'a � M cD7 N y O .. N 3 0 ~ � O0c (DOcni Ov w (DO � (D ° ° o_ m � � cm (°n 0 ay m �� spa. o n n c � � N = y s 3o a � m m Om ° w 00 mMM pC0 CD = m cr 3a � 6 � 6 CA (n CD of Q v 0 0 c'c ISE < � �, � � N � � v�i � tcnm � O v► a v -4 r: m 3 y rt m fD ° ° y os - m (Dm Xm � co ss m 5' <wom r* Qa rt r 0 to � -« y o o to nl cn c 3 ° s a o ° 3 NG C m 0 0 N m � c M aO. n COy; N 0 00 w -w � < O o 0 X ° D 0 00 a °(oD rt 7 CO), v 0 aN S to a S • , �• 0Fli, -1 C j O Ol (D N --+ (D 0) < O S a) 0 a :3 :3 y a O O N 0 0 o = O D _: (n o. to. m 3 f a p (D us* , a ° y ° u N 0 mcO o 0 a cr m o 0 0 0 cr v m a is y v y r co (D Q N a (D (D 0 S -+ 0 m w y (D N (D (D - U to =r co m m 0 m _ ° - c o o cD v 0 co ve w to G �• m = CL CL M. 2. a co ° ° o a o CD M ° c �, c oai � m � M 9 o ° � 3 � 0 ° o D y r. ° cD CD cn Q s a m o m o M.-cn sTv yQ v co y man � ° 3 00 � � CL o 0 = @ y > 5• 3 -p nl �' c aQo 0 cc cn m ° cn m 5' m 0 :3CDD ° m 0 ° � 0 ° 0 CRF 7 pX m c 0 3 0 c m � ° �' 0 m m 0 a co N v co- N CD ,� v a :3m o -0 co N c a c m (D ° < S. m c fD cn v v ° s < N g CL 3 m y ao 0 �' 3 N O o X go o a ao m 3 3 0 � D X I � X000 -� _ °a" Y X � 00 � O C O C. rt 0 p 0 a n N a'D (DD m O N 0 �j (D (n 3 ° o- oaiD (o toCD � wfD3 m .�CL > > � -0 0 � N of5 o °) _' c+ c m CD (v 3 N O S p� -o ( —-D C (D O r- CD D aC < y o o a � �~ of x : =T m < z N ; d m N < 0 N (p c N 0 (D c C m � N C cr y -0 -0 G; CD N N N 3 N -" N O S O ° 0— = N Cr r. O •+ N < 3 �► 0 S N v 3 _+i O 3 p 0j m 3 lD (p z (SD S C '' C CD 3 N v O 6 C nm N = �7' O 3 ." fn SO n ? O r: N cr o o o a � m (o � o � m � w w p a; o ° — C.) v O N O " (D .. - O IV O0 a p' � � � g (D (� O CD CD 7C fD _2 (D ? N (ODD O N`C '� N O N �. N 01 N p 0 c ° (D O C S 0 3 O-,' O '� O N (D O N 3 y � C- CL_ �. y m m ' N� o fl CD mm 3 N CD 0 CL 3 ° cn (D m �.o oo ° o m o 3 p = Q 3 00 d - o Cr a D) (D �i N N 3< 53 _.�� N N O 3 n 3 N Ill co (D .+ w (D (D CD 0 =� �, Cr 0 (D S 01 < Q i° C 0 (D -a " = � X y � O � � U) pa (D � O (D n (D (D 0 O S (D �. y c -w CD -0 (D 3 ..CD 0 3 O CD 8 0 c• 2D 0 (D (D S ° 'O N ._� CD '� O' N �6 v � � � _ �' m :3 W 5 m � (D (D o = z v (D m CrC mom �' C. c vf°i c N -n-0 m �,� C 3 o3i ni (D j _'�N O n ,0 S �.._O► (D � 00 =� 'p (OD 0 Z �• 0 �17 o m o � p NO c' o 0 m m Q < a,— ° — 3 (D m (D � s co cn m 3 0 o w N a cD CD o 3 f0 c a m n o o v ACD Crew w in m ° c - o 3 c CL C 3 � M Dn a c0 (DC ( gm CC (D rn CD U) �', aoo a'° 0v � (D o .. d � N o 3a CCDD0 yOi �' ID � 0CDD WCD v ? _„ z a' 'NO �_ m � CA crm = w 3 0 w o-po < m o On 0 o n- (c m o. o a3 o C) =+ v ° < o -" sc N � � < cn a �. � � �lk) . � y cn m :3 (D m S =� N .O_, fl1 O (D N =- o _ (0 S-p (/) dl 3 N .. a (D .. ,. (n = N to = @ CD CD O_ , to S (D 0 CT S =� o < rt CDD) 0) G p r 0 N o C W CD 7 C CDO N S p 6 c n 3 X O 0) 3 3 C (D 0) 3 3 (a (D (D O 3 N 3 p (�D 0 us* om acn a ' O O-"' rt CD N O 3• O p Cr N D N O `< (D N (p -�. C ' Iv c (D S S CD a � ai 01 0 c co 3 o co c0 r c N CO N (D 3 ,••'0 CD CO N C a NCL C. C (D vi CD N N (D 0 0 p p '• 3 .0+ CL p?j O' O CDto O N N = 3CD CD 0 O = 3 N 0 CD .. ( 0 CD 3 � 3 3 Oy = cr CA3CD N-Oa 3 (SD C. 7 3 7 (D 0 = . (D X- 0 -p C N a (C ai N O 3 N �. � a1 ° v Do3o msvo � � (°� � m m c� o�Z ° n — 3 (D Ns (D CL - CL o < CD o ; o m U 3 (D m n� m ' o -rlc v (fl °1. :3 0 ° fD � � A � v CA 3:3 CD �' o ooi cr (D � N -w 3 Iz d N 0 x N a N'>, (D CD N n •p O' � C N 3 S (D N (cn r W (D ? n c 1 — O ° 3@ p N 3 -' v N 3 N 0 3 3 N O( M. C N C (D 0 C C 0 0 3:3 CD 00 O Ul O_ ? D 3 0, N j � �0+ N. N - 0 n _ O S (D cr (3�D m N, n CD N N 3 11.9 O Q O .D (D cn �• CD O f�A O ai vi 3 -00 Oo 3 ? Q CD a N D o (-n (D (D (D -, W r N v O v0 00 v Ov N O ' Xo 5 > XN W -1 X003 > 0 - Xm. � W C;0 M :3W � o o , y X 3 � X � � aCnD W o N p1 o � ac- 3 0) m O a . � o c _ o m o c W � mco m � m 9 �' fl m 0o m N3� n m 3 W O ` o0 0 : L • � c m 00n O < ° n °�c , > M Do Z� :3 � m c U3 M o 0m (N • � m3 �o : 333213 o � t c cn no o j0—� M 0) cn W _ m n m c N n n T Ul'p or oW N NO ° � 0 o o W m m m m cnm m c`Dn O 01 m S cp N to cp fD N fl = 0 a : N W O m C rt CL O W 7 cmi o °' �� °� � co' co 0m 0 .. p 3 w 3 0 .� < . c IzCL C4 W o o m m c o � � o � : O o N _ m + D 0 W o m n 0 _� c 7 'NC c �' '.'. m CD — O M 0 cD 7 M � " W c.Occ � n' CD -0 ° �� rto X4v1 `� cn 0 o Z '' O N o < 5 � rr � m3mn 0 CD0 -p � � ,� O � m � �, °� m s nm@ v o c o �. < o 3 ca 3 cn ? CO � 3 �, _. . v � , c 3 O ', d1 O + m cD =f o � .r ,..r cp W x m O n Q cp —cQ m �_ W = 0 0 � c W o � S 7 W , cp 0 0 N N 0 m c3 O O p1 <, n + = 3 N ID " n o m — 0 M 3 O ,� O_ O N 03 n o � a = _w m = W cp � c 0� o ? Qom 3 vyi aco m oco o �-0 � � C N acfl mm -, o. n � a) c00 mW �c < - � NW m CA fu O m � O� N N o. 0 M � n * 0 ,•N< cn M. Dc O 'O n .+ ... N 0. W O co - Z N c0 — a 2 � 0 O .,, m ._.c0 p1 W • - 3 0 m o cn O W c� O m m 0 O Q p -��CD 0 . '� O co W O 3 cn 0 O C •< O dM O O m cD N c W co ? m 5'i O W m S N � N cD �.� C W7 �ca ? cm m atn Ncn ��. �,. =r - `C< n m 03 CD :3 M W m CD = Q �cofl � N m . am : 0) T m O n n � m O D W 3 � M. o c n n m , " -0cr = m so c 0 m m 3 " .. ° -o o =� Q c � �am c? 3 cm N0w3mQ v m � N0 > > ? CD ° Q 3v8 c °o =1. v mc n n � . o aCD " < �N m � o cc c o - - o m r > WO CD n 0 W M m p0 M a6N a N M m m ' s o oN -0 m o a -o :3cc ° Q O � 0 Ca - 0 m mW co n 0 ' Q N � ON m W : -ti --h ca3 — O O aW3 coCD3 o � 0 c0 W CL � v, :m � �' = ma � o m M m . o o 3 CD o a 0 m Q a � Dv m� o w cr CD O N o a Sca m cQ c�D N � C y o c am = W 3 m W scn � � N < m 3 0 aW cn 0' �� cc m m < 3 0 m � 3 � Dincov o �� mD � o m o. �.a, n�i m s� ° W o m < m on 3: 1 o mAc�� mv, m - < 33 a W m N lD C N n � n N 00 cA N 0 0 M N can 9 =r cl) N o W 3 'c0 c � aa o -Ica 7 c O- m o = m 3@ c<D W. m o 0 '-' �_ � --w m fD � � nM W in -o_«. � � - am s o=rCL P3 °� vWi cn � m� Mo °� c3-1 �cn � m �I6co -p o a1 Cr 0 W — m W O A A y O 3 -g•< Co O °i. c N O 0 3. _ m A 0_ N• 7 ° 0 3 W W M � W � cn °' m3 -om ° <° ° w O W Q W O N m C O S3 N0 W Q v � S. � '� 3 CLo -mo W n N m e W mo M m M = 3 m v' � o v m � c. 5 oso c cngo , � n1 3 a .o :3 c0 W m < c O co �: n m •-► N a -, m mn > >� m m °a cn � cn M o y 0 n W (0 v v A r N O J b X � N (a 0 a• D XQ � g m o D X � -I w0 Xo D_ X -0 m rn o B. ca -0 X� !nD (A 'a S O (D — O (D 0 a '' — y ., S C Q O_. AAA) (D 'a 7 0 ° O 01 O N n N 3 01(0 -< x S' 0'O S (D r Z 7 0 N O O _' 01 < 9 N AA .. O CD N .. : tD — 0) S 7 CTl (D a "a (D ° a (D 0) (D ° 0 S O W 7 01 3 `< -0 n 0) 7 N .-► O (A d N (D N 7 'a m 0� fD 7c a O CD O Z -i O cD p ° = .. 0 .. ° .. S (A 7 3 (D w .-. O O 7 .+ Q CD (D (D (p ° (D "a (A < C c 7 (D O N (D O "� .-r 0. N (D N N 2 C O w _ X-a n- ...,, O 01 �. ° p rt S Ca (0 0) 0) '► �. cn a) (D S 7 N 3 _► O - p - p 0 0 fl N fD N (•+D O X OM N (D (D X rr .� 3 0 O (o 0) r►, fD a 3 01 �' rn c O_ v Q (n � m " < O � (D 7 O tl1 Z c O 0 (D 0) a d a' p C (pA "' N p 3 (=n O0 (D .0. C 3 N ' O c N(G O Q(o tpn (3D 0 fl M (D Q p N cD N 0 O (�D to 03 c� cNr, o 0 cr am � ° -0 0 c m o.-a n a 3 a. a to � : a m c �' o cD a (n N ai 3 m �• N m c a- (cn �• � w+ " O p j N N s3 > > n ° 0 3 � _ ci ? °c a ° •Z „< �i0 c ,gym a• Q O 5 > > N N 0 a (D � N 3 m ° _ �, 3 O v CD -I m S. 3 NO � � ° x 0 cc < 0 (D a CD Op_ (CL SD 01 N 3 a (D 3 "o (D � CA ;an � �' O_ (D o- v, m v (D a s o co rn r m o a' - (D 0. •_+ to (�D fl m ,pF 0 _N O Q 01 O. (A C � 'O 7 0 .0. fD � -°w l� � C3 � c : m 5• 3 _a ° g n o (D O � 0 mco 0) fl CD of 9v 0 O vM m @0) cn 3 O O N 0) 01 �G N O-°a .0 ;0 � A y O Mr � M 0 � CD fB 0 q �' 3 °13 -M o v COL m < o CD � � CL0r v � .. m (D 7 toil C 0 O 3' 0 (NA � (OA `< CA � O-'O �' p 0 K ° C '"' < (n n � 3m m c " � 0 a m a - a ° meam as v CL ° 9 o w o no (D o 0 0 � �' co o � m �-a = - -a Z� 0 3 � � O � 3 O O O (n M s c O = 0 (D O- N 0 0 �, 3 c, cn � a v y, v, o ? a 0 (D 3 -a ovo o v CD m m .» o c m > >. (D o.zax 3 m g 0mM3 � � ao ,� o > > p c� .• � vw0 3m O S O C •� .. co CD CL 0 cc � " � acQ33 < so -• 9MZ`� o D xCDCD m flm Oi * p to •� 0 c 0 O m (n A x0 CL Q. o N 0 v ID Q 00, _ � O .0. � (a V m > > (DD N O a (0ii c c'a m �, = to to n 0 � O � O N 0 CD (CD � a� � 0 M M o M. a D c 0 � m c ct Q CO 0 o min 0) v oc CD c �- 0) =3 O N o (fDn av rn � s 0 0 o y m E — o a �• � = rn W Z 2 N m o �� m y= -� 3 m-0 '�co ,� 0 n a 0) c m m y cn (n � v N o ? > > ° a aim M. o `< 3 (� � � m c 0' m (D c ? mow co (° Z ° 3 3 co ��. ° CO m o 0) N n — j p 0. O (p—D 6 N M (D O_ "► S 3 a cL 01 N fD n cA (D (D X"O 0) 0 M p 'a O (D S ^" (D (D rt N � co c a � 0 x .. < O 0 N (D CA r 0) CL N — CL 'a 00 oai , j me CLa - c' m °c may_ G) 0. m o � � mp. ' t � v �' o °Ca CD cD q ° 033N m CL W 0 -0 m '0 a ca ° 05' a Cc 0. SD N -a a o N ° 3 a �. � D v m -, S � m % 3 6 o j � N � 31 a an CD CL M A) o v�7p, c 0 °► = p uc, (D Cr `t (D 0 < N O (cn Cr p n � 0 m CL m V' (D p Q ° a _ o _ CD m < ^ m tom ? X �' cr (•n m -Z-1 (o v o =� � C ° S_ (� � 3 S v -n CD CO 0 6� o � y a0ET 0D 0rt D � �' = oa-ar -� cg °�- CD 0 � � ovv�-a 0 r m (D 0) m � �D M. O � 0 -, r. ° a o c a m 3 0 -I ca ! o 3 cr, cn N N �'v 3 ° � 0' i° one m 0 0 o � M 0 Q n ° m =" � 0 0 N S � M O D n ( p (n < o c rn mcr o O °° h hv o� � 0 ° c a�m (D M M ° (D N 0 cn S 01 N N CL N 3 7 (A cn Q cr a fl C. .On. Fs' (D 0 r O C O S 4 CA A W 3 N m r� O -� 0 3- N D � D _ -n X3(D 'D CO m = c =L N a• a (D f D D m m N _a •• m � o O_ =3 S p 2. N 3• CD 3 _in co N c � (SD N cv m tu co N O N NOa ^ O CDc3D O tm CA On O N 8 0 00 3 O (<D °O fD pCD N (A CA to 0 .+ 3 Q NG► (A Xi Q A OCOx c N� .0 t0 N (D N er a m o �_ N O c�D N N 3 < (D O N "°a N CD '�' � o 'a .N•a �. Q_ 3 O (D N .+ O N 'a N d 3 N jr O0 O -p N N j' CCD Q N (D S 3 n N N m O 0 3 2r 0 - 10. O (a C O .h fl N ._. a .. < N va c � � a O3 a 5i Oa . Nn c - N N N O w C. Q N CD X N (n 3 > N + m Xm p� p- (D 03 � N c c SS3' o O !r 3 N n 3 � y fl1 O3. N o m y CL CD co, N 3 �j'j (A (A (O co m -0 n N N(0 O (D N 3 N N01jo (o (3Dc- Xcc c -0 _. .. c � fD 3 c�N N 0 :3 O 0 a = <p O -o ° -! c 7 Op « o C ° N 3N 3 --a ,+ N00 Nye CO) CD Z — Er (D (D 3 a. N cs 30 - = tD S N `� O S O = �. 3 CD CW a 3 O fu � N O cr � Qcn cn O O 0 0 (D CD �, 0 3 �c a SU 3 (D x S .D �. Q p a O N C N � a N (D N c a S O N O N 7 q 3 CD N 3 N �< c 3 `< (D d-a N r. CD co o° _U) 0 n CL � N : 0) O N U) O "a v► (D p3i m < ? o > 7 (D 3 a O 'N"' Np < d 3 � N X < (A 00 003 CD M CD ? n. (D (A 3 a- 3 (D TI to � $ O ;(D p' X ..cn (D ,c a� N O N ,. CD Q S 3 '► ° ° N O (A N N n ° 3N.-a vCD 3 �D � � � 03 00 .-. o. 3 n. o CD a " �m � a * = � m ocn vo 'Q 33 °cam 8 0 (D 0 v 0 m 3 ,� n � 0 n y _ `' A. ° m N cNi m 3 ai 0 CD 3 (D c v' � �2N o v3cOi ° 0 � � '" <' � 0 n ° � IZS (D � N a 3 o c�$ o m 0 °:� CO) N � fl N 0 �. � N �a U3 Win- = � 0 `n -o3 � � u o N cD s ° NCO � 0.� �cn a �p v' Doi go a (D 3 c 3m � 3 m o (D N N � 0 3•v f�D 3 O m G n N N Q C ? N ,. 0 a N O c a 3 c N N N (3D m O O a N N 3 CD 3 @ (-D -a n c 3 p (D O in m CD �. a' X N (� c O0 (D N _n � ni (D 3 3 cg S• �' �< m O 0 3 -a a 0 = � sO ,00� 0 - 'a ° a••a oN EN 3 (A m CD o m � 3 m.cr 3 �, N o D O a N (D 3 N (D N O S 3 -� y 3 3 0 *< mx x03 cDC v $ Tp' (D O 3 -0 N 7r 1 O ON . 7 Ct1 'Or N N "a o a O o 0,< O N O : O (D N N 5' < O CD O n n 3 N c O OL 3 Q' N N to N ,, -" c a fD " 3 N c (A < 3 N O > > m a 3 .+ S a -I (� rt a �< (D (D 3 b' 0 -a CD - Cn p N ,c N o p O 3 N N r' O r N = 4 a W .t o CONCRETE MECHANICAL MANUFACTURED HOME � o Date cw Y2:-:; Footings f b Ribbons ties Piping = oIntenor Date By Interior-Date g' -� Y Date By m N Exterior Datey''l3-// By Exterior-Date io i� L B Setup � Point Load!isolated Footings INSULATION Date By ,T Date By crate SLAB INSULATION By FIRE DEPARTMENT � Foundation Wails Floors Date By By Data - VL By DECKS FRAMING wallet Date By Date --IL By Date VJ By PROPANE TANKS PLUMBING Ivault Data j V V By Date By OTHER Groundwork Atha Type: Date _ ( By Data _ By Data V419t"Sy O.W.V DRYWALL Type- /z int Brace Wall pate By Date — -�/ By pate By FINAL INSPECTION G Water tine Fin Saps ration N 16 Date — �/�Z By -T-/ Date By Date �/ By m p Pass or Request Ins 0 Type of Insp. Fail Date Date Done By Comments 0 -,, 0 - o ov th' Pr Z -2-' 2-Z7 Z i,��- d-Gcoo Jj t�Xr+ MN eel 1 Iz IO 00 iZ 0 Permit# . MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECT-ION NOTICE Job LocationT^IO G 3 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be correc d to rain compliance a-.t l e c .° ° yt n4 3 . r ° y c Jr 44,S of You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK j Call for re-inspection when corrections are made before continuing ❑ Please contact our office Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "naturallman made" ❑This is not a complete inspection disaster$.This is Nora Date ' �� '� Z CORRECTION NOT/C� Department Inspector L s DO NOT REMOVE THIS TAG a Permit#?©1/!�IZJ- MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION N(WICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance 11 J i / t TZA1 V ®mil cj,<s E Nn- 4LN i 7 i I 's i 4� 3 9 i a — You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ Phase contact our officeMake corrections, items will be checked on next inspection regarding possibla:twctual ❑ OK to damage incurred by recent "naturallinan made" ❑This is not a complete inspection disasters.This Nffa Date .. • 1 - Department --TICK AMMM Inspector D O NOT REMO VE THIS TAG { From: Debbera Coker To: Stephens, Mark Subject: Re: Question Received from the Mason County Website- Attachments: UPC Section 604.pdf What you describe should work but I recommend that you verify that the material is rated for your intended use including underground. I have attached UPC Section 604. See section 608 and specific to PEX 604.11. i You may close the trench. >>><markjeffstepl@comcast.net> 7/8/2012 8:57 AM >>> From: Mark Stephens Dept Sent To: Planning Dept Message: Building daylight basement/garage with studio above, Bld2011-00125. On a well system, my water tank will be in the basement area. I have a waterline thru hole in the concrete wall to run the water line from the well. My intent is to run 1 inch PEX piping from the well to the basement to connect with the PEX piping in the house. I intend to run the PEX line thru 1.5 inch schedule 40 pvc in the trench from the well thru the wall hole for protection. Is PEX acceptable to use for the service line from the well to the house? Also,the connection point at the well is 2 feet down,the hole in the basement wall is about 5 feet below grade at that point, does the inspector need me to leave the trench open or can I bury it again once the line is in? thanks for the assistance- Mark I i 603.4—>604.8 UNIFORM PLUMBING CODE (1) Reduced pressure backflow preventer (2) The potable water supply is directly (2) Reduced pressure detector,assembly connected to the unit circulation system. 603.4.16.4 Whenever a backflow device is installed in the potable water supply to a 604.0 Materials. fire protection system, the hydraulic design 604.1 Pipe,tube,and fittings carrying water used in of the system shall account for the pressure potable water systems intended to supply drinking drop through the backflow device. if such water shall meet the requirements of NSF 61 as devices are retrofitted for an existing fire found in Table 14-1. Materials used in the water protection system, the hydraulics of the supply system, except valves and similar devices, sprinkler system design shall be checked to shall be of a like material, except where otherwise verify that there will be sufficient water approved by the Authority Having Jurisdiction. pressure available for satisfactory operation Materials for building water piping and building of the fire sprinklers. supply piping shall be in accordance with the appli- 603.4.16.5 Residential Sprinkler Systems. cable standards referenced in Table 64. When residential sprinkler systems are 604.2 Copper tube for water piping shall have a Installed using the potable water system, weight of not less than Type L. they shall be installed in accordance with Exception: Type M copper tubing shall be the standards listed in Fable 14-1. permitted to be used for water piping when 603.4.17 Special Equipment, Water Supply piping is above ground in, or on, a building or Protection. Vacuum breakers for washer-hose underground outside of structures. bedpans shall be located not less than five (5) 604.3 Hard-drawn copper tubing for water supply feet (1,524 mm) above the floor.Hose connec- and distribution in addition to the required incised lions in health care or laboratory areas shall be marking,shall be marked in accordance with ASTM not less than six (6) feet (1,829 mm) above the B 88 Seamless Copper Water Tube as referenced in floor. Table 14-1.The colors shall be: Type K, green;Type 603.4.10 Portable cleaning equipment, dental L,blue;Type M,red. vacuum pumps, and chemical dispensers shall 604.4 Listed flexible copper water connectors shall. be protected from backflow by an airgap, an be installed in readily accessible locations,unless atmospheric vacuum breaker, a spill-resistant otherwise listed. vacuum breaker,or a reduced pressure principle 604.8 Cast-iron fittings up to and including two (2) backflow preventer: inches (51 mm) in size, when used in connection -►- 603.4.1 ti Combination stop-and-waste valves with potable water piping,shall be galvanized. or cocks shall not be installed underground. 604.6 Malleable iron water'fittings shall be galva- nized. 603.4.20 Pure Water Process Systems. The 604.7 Piping and tubing that has previously been water supply to a pure water process system,such as dial used for any purpose other than for potable water is water systems, semiconductor washing systems, and similar process piping systems shall not be used. systems, shall be protected from back-pressure 604.8 Approved plastic materials shall be permitted and back-siphonage by a reduced-pressure prin- to be used in water service piping, provided that ciple backflow preventer, where metal water service piping is used for elec 603.420.1 Dialysis Water Systems. The tt'cal grounding purposes,replacement piping there- individual connections of the dialysis fore shall be of like materials. related equipment to the dialysis pure water Exception:Where a grounding system acceptable system shall not require additional backflow to the Authority Having Jurisdiction is installed, protection. inspected, and approved,metallic pipe shall be $03.4.21 Plumbing Fixture Fittings. Plumbing permitted to be replaced with nonmetallic pipe, fixture fittings with integral backflow protection Plastic materials for water service piping outside shall comply with ASME A112.18.1/CSA B 125.1. underground shall have a blue insulated copper tracer wire or other approved conductor 603.4.22 Potable water supply to swimming installed adjacent to the piping. Access shall be pools,spas and hot tubs shall be protected by an provided to the tracer wire or the tracer wire airgap or a reduced pressure principle backhow shall terminate above ground at each end of the preventer in accordance with the following: nonmetallic piping.The tracer wire size shall be (1) The unit is equipped with a submerged fill not less than 18 AWG and the insulation type line;or shall be suitable for direct burial. 114 i WATER SUPPLY AND DISTRIBUTION Table 6-4-604.13 TABLE 6-4 Materials for Building Supply and Water Distribution Piping and Fittings Building Water Material Supply Alps Distribution Referenced Referenced and Fittings_ Pipe and Standard(s)Pipe Standard(s)Fittings Fittings Asbestos-Cement X1 ASTM C296,AW WA C400 Brass X X ASTM W,ASTM B135 Copper X X ASTM B42,ASTM B75, ASME B16.15,ASME ASTM B88,ASTM B251, B16.18,ASME B16.22, ASTM B302,ASTM B447 ASME B16 26 CPVC X X ASTM D2846,ASTM F441, ASTM D2846,ASTM F437, ASIM F442 ASTM F438,ASTM F439, ASTM F1970 Ductile-Iron X X AWWA C151 ASME B16.4,AWWA C110, AW WA C153 Galvanized Steel X X' ASTM A53 Malleable Iron X X ASME B16.3 PE X, ASTM D2239,ASTM ASTM D2609,ASTM D2683, D2737,ASTM D3035, Aklvi D3261,ASTM P1055, AW WA C901,CSA B137.1 GSA B137.1 PE-AL-PE X X ASTM F1282,CSA B137.9 ASTM F1282,ASTM F1974, CSA B137.9 PBX X X ASTM F876,ASTM F877, ASTM F877,ASTM F1807, CSA B137.5 ASTM F1960,ASTM F1%1, ASTM F2080,ASTM F2159, CSA B137.5 PEX-AL-PEX X X ASTM F1281,CSA B137.10, ASTM F1281,ASTM F1974, ASTM F2262 ASTM F2434,CSA B137.10 PVC X* ARM D1785,ASTM ASTM D2464,ASTM D2466, D2241,AW WA C900 ASTM D2467,ASTM F1970 Stainless Steel X X ASTM A269,ASTM A312 i For Building Supply or cold water applications. 604.9 Solder shall conform to the requirements of 604.11.2 Water Heater Connections. PBX Section 316.1.3. tubing shall not be installed within the first eigh 604.10 Water pipe and fittings with a lead content teen(18)inches(457 mm)of piping connected to which exceeds eight(8)percent shall be prohibited in a water heater. piping systems used to convey potable water. 604.12 Flexible Corrugated Connectors. Flexible 804.11 PEX. Cross-linked polyethylene(PEX)tubing corrugated connectors of copper or stainless steel conforming to ASTM P877 shall be marked with the shall be limited to the following connector lengths: appropriate standard designation(s) for the fittings Water Heater Connectors -twenty-four (24) specified for use with the tubing. Such marking shall inches(610 mm). not be required for PBX tubing conforming to only Fixture Connectors-thirty(30)inches(762mm). ASTM F876.PBX tubing shall be installed in compli- Washing Machine Connectors-seventy-two ance with the provisions of this section. (72)inches(1,829 mm). I 604.11.1 PEX Fittings. Fittings used with PBX Dishwasher and Icemaker Connectors -one- tubing shall be manufactured to and marked in., hundred and twenty(120)inches(3,048 mm). accordance with the standards for the fittings 604.13 PEX-AL-PEX and PE-AL-PE. Crosslinked referenced in Table 14-1. polyethylene-aluminum-crosslinked polyethylene 115 604.13—606.2 UNIFORM PLUMBING CODE (PEX-AL-PEX) and polyethylene-aluminum WSA Valves used to control two (2)or more open- polyethylene (PE-AL-PE)composite.pile shall be ings shall be fullway gate valves,ball valves,or other marked with the applicable standard referenced in approved valves designed and approved for the Table 14-1 for which the piping has been listed or service intended. approved. PEX-AL-PEX and PE-AL-PE piping shall 605.5 A control valve shall be installed immediately be installed in compliance with the provisions of this ahead of each water-supplied appliance and immedi- section. atelyahead of each slip joint or appliance supply. 604.13.1 PEX-AL-PEX and PE-AL-PE. Fittings Parallel water distribution systems shall provide used with,PEX-AL-PEX and PE-AL-PE piping a control valve either immediately ahead of each shall be manufactured to and marked in accor- fixture being supplied or installed at the manifold dance with the standard for the fittings refer- and shall be identified with the fixture being enced in Table 14-1. supplied. 604.13.2 Water Neater Connections. PEX-AL- 605.6 Required shutoff or control valves shall be PEX or PE-AL-PE tubing shall not be installed accessible. within the first eighteen(18)inches(457 mm)of 605.7 A single control valve shall be installed on a piping connected to a water heater. water supply line ahead of any automatic metering 604.14 Water Heater Connectors. Flexible metallic valve that supplies a battery of fixtures. water heater connectors or reinforced flexible water heater connectors connecting water heating to the piping system shall be in compliance with the apply 606.0 Joints and Connections. cable standards referenced in Table 14-1. 606.1 Types of Joints. eeee WA(:-,4PO4.1�l 606.1.1 Flared Joints. Flared joints for soft 606.0 Valves. copper water tubing shall be made with fittings 605.1 Valves up to and including two(2)inches(51 meeting approved standards. The tubing shall mm)in size shall be brass or other approved-mate- be reamed to the full bore,msizedto round,and expanded with a proper flaring tool. rial. Sizes exceeding two(2)inches (51 mm)shall be permitted to have cast-iron or brass bodies. Each 606.1.2 Mechanical Joints. Mechanical joints .gate or ball valve.shall be a fullway type with for cast-iron water pipe shall conform to nation- working parts of non-corrosive material. Valvesy recognized standards: carrying water used in potable water systems 606.1.3 Mechanically Formed Tee Fittings. intended to supply drinking water shall meet the Mechanically extracted collars shall be formed in requirements of NSF 61 as referenced in Table 14-1. a continuous operation consisting of drilling a 605.2 A fullway valve controlling outlets shall be pilot hole and drawing out the tube surface to installed on the discharge side of each water meter form a collar having a height not less than three and on each unmetered water supply.Water piping (3)times the thickness of the branch tube wall. supplying more than,one(1)building on any one(1) The branch tube shall be notched to conform premises shall be equipped with a separate fullway with the inner curve of the run tube and shall valve to each building, so arranged that the water have two(2) dimple/depth stops to ensure that supply can be turned on or off to any individual or penetration of the branch tube into the collar is separate building provided;however, that supply of sufficient depth for brazing and that the piping to a single-family residence and building branch tube does not obstruct the flow in the accessory thereto shall be permitted to be controlled main line tube.Dimple/depth stops shall be in on one(1)valve, Such shutoff valves shall be acces- line with the run of the tube.The second dimple sible at all times. A fullway valve shall be installed shall be one-quarter (1/4) inch (6.4 mm) above on the discharge piping from water supply tanks at the first and shall serve as a visual point of or near the tank. A fullway valve shall be installed inspection. on the cold water supply pipe to each water heater at or near the water heater. Joints shall be brazed.in accordance with Section 316.1.7. Soldered joints shall not be 605.3 In multidwelling units,one(1)or more shutoff allowed. valves shall be provided in each dwelling unit so that the water supply to any plumbing fixture or 606.2 Use of Joints. group of fixtures in that dwelling unit can be shut off 606.2.1 Copper Water Tube.Joints in copper without stopping water supply to fixtures in other tubing shall be made by the appropriate use of dwelling units.These valves shall be accessible in the approved fittings properly soldered or brazed dwelling unit that they control. together as provided in Section 316.1.3 or 316.1.7 116 II I Washington State Amendments 60+1.18 Plastic water serviec piping may terminate within building,provided the connection to the potable water distributlolt mtem shall bo,made as near as ins practical to the point of00 and shall be acce ible>,Ba bed insert fittings wilt hose clamps are probiblWais a transition fitting withirt,tiia buildigg- Ortsert Facing Page 916) Effective July 1,41t) 1010 From: Debbera Coker To: Stephens, Mark Date: 8/22/2012 8:44 AM Subject: RE: Fwd: Question Received from the Mason County Website- Referencing WAC amendment to IRC Table 403.8.4.2 exhaust duct size specifications are as follows: . 50 cfm fan (@.25 w.g.)can use 4-inch flex diameter duct up to 25-ft l v 80 cfm fan (@.25 w.g.)can use 4-inch smooth wall duct up to 20 ft., 4-inch flex duct is not allowed 100 cfm fan (@.25 w.g.)can use 5-inch smooth wall or 6-inch flex duct G 125 cfm fan (@.25 w.g.)can use 6-inch flex up to 15-ft Ducts are allowed up to 3 elbows. When fans are connected as you have describe the connector must be up-sized to the next diameter, i.e. 4-inch to 6-inch, etc, and the duct must be positively connected to the exhaust outlet. �,CC Not sure what size the fans are. If they are only used as spot fans, min. 50 cfm a 4-inch flex or smooth wall duct may be used as specified in the table. If you are connecting a whole house fan the size of the e fan is larger and duct size must be adjusted accordingly. Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement Phone: (360)427-9670 ext 510 FAX: (360)427-7798 T e-Mail: DLC@co.mason.wa.us A. PO Box 186 ?� 426 West Cedar Street Shelton, WA 98584 >>> "Mark Stephens" <markjeffsteP10_comcast.net> 8/21/2012 7.35 PM >>> 6j OK thanks Debbera-fan in the toilet room stays. Next question then, the specifications on both the fans I installed say I can use 4"ducting, I used the 6" because I misunderstood the sizing requirement to put them both out the same roof hole. I have a 6"vent cap in the roof, if I understood Mr Waters correctly, I needed to size up from the ducting for both ducts to go out the hole-which the way I installed it meant I needed to go out an 8" ~ roof cap vice the 6" roof cap- if I go back to using 4"ducting from the fans, my understanding then is I can then tie the two 4"ducts thru the wye out the currently install 6"vent cap. Will this work ok? Thanks again for all your assistance. mark -----Original Message----- From: Debbera Coker[mailto:Dlc0_co.mason.wa.us] Sent: Tuesday, August 21, 2012 9:19 AM To: markjeffstep1@comcast.net Subject: Re: Fwd: Question Received from the Mason County Website- A ventilation fan is required in all toilet rooms and rooms where excess water vapor is produced, as you cited. In January 2001 the Washington State Building Code Council provided an interpretation stating that where only lavatories are located spot ventilation fans are not required. I have pasted a link to the interpretation below: I a https://fortress.wa.goy/ga/apps/sbcc/Page.aspx?n id=76 Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement Phone: (360)427-9670 ext 510 FAX: (360)427-7798 e-Mail: DLCO-)co.mason.wa.us PO Box 186 426 West Cedar Street Shelton, WA 98584 >>> markjeffstea1Ca)comcast.net(Trish Woolett)8/21/2012 8:35 AM >>> >>> Barbara Adkins 8/17/2012 8:35 AM >>> >>> < > >>> mark�effstep1Cc�comcast.net 8/16/2012 5:40 PM From: Mark Stephens Dept Sent To: Planning Dept Message: Hi- permit BLD2011-00125. Had my rough framing/mechanical inspection yesterday by Mr Waters and a comment was made on my bathroom ventilation (ducting was not large enough for wye fitting to bring them both out the roof). Looking at my plans, they do not show a vent fan in the seperate toilet room in the upstairs bath (I guess this is a water closet), but the plan review red notes reference checklist items 6 and 99 for both that toilet room and the main bathroom, the notes state that "Exhaust fans are required in each kitchen, bathroom, water closet room, laundryfacility, indoor swimming pool, spa and other rooms ty 9 where excess water vapor or cooking odor is produced." P 9 Since the toilet room is part of the bathroom though it has a door between it, do I need a second fan in the toilet room or can I eliminate it and not have to reroute the second vent ducting? Since the exterior is already sided, it will make the ducting exit thru the wall a bit harder to ensure integrity. thanks Mark 6/28/2 111 Debbera Coker-Re:•Fwd: Question Received from the Mason Coun Page 1 j l From: Debbera Coker To: markjeffstepl@comcast.net Subject: Re: Fwd: Question Received from the Mason County Website- Referencing the 2009 IRC,see R502,addresses floor framing. Code sections have been pasted below and I believe section R502.6 answers your inquiry..... R502.4 Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Double joists,sized to adequately support the load, that are separated to permit the installation of piping or vents shall be full depth solid blocked with lumber not less than 2 inches (51 mm) in nominal thickness spaced not more than 4 feet (1219 mm)on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders,walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load. R502.5 Allowable girder spans. The allowable spans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables R502.5(1)and R502.5(2). R502.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete except where supported on a 1-inch-by-4-inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. R502.6.1 Floor systems. Joists framing from opposite sides over a bearing support shall lap a minimum of 3 inches (76 mm)and shall be nailed together with a minimum three 10d face nails.Awood or metal splice with strength equal to or greater than that provided by the nailed lap is permitted. R502.6.2 Joist framing. Joists framing into the side of a wood girder shall be supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches (51 mm by 51 mm). >>><markjeffstepl@comcast.net> 6/27/20119,57 PM>>> From: Mark Stephens Dept Sent To: Planning Dept Message: I have been reviewing my plans and looking over building code requirements,as well as various house framing books, cant' seem to find a definitive answer for this one. Have a daylight basement foundation (garage actually)set into bank,with about 10 ft max height concrete walls in back. Inside the design framed in a shop space with 2x6 studs, 16" centers,the back and front walls of which are the bearing surfaces for the 2nd floor joists. Front end of joists will hang off a beam. My question is do the floor joists have to line up directly (or close to) the studs in the bearing walls or can they be spaced in between them? The spacing from the rim joists with 16" centers on the 6 M2011 Debbera Coker- Re:-Fwd: Question Received from the Mason Coun Page 2 242 joists is such that the joists will all be about half way between the studs. I can line them up over the studs if it is needed, will just need to add a couple extra. Just could not find a clear definitive answer on this one. Thanks for you help Mark Stephens BId92011-00125 (10/26/2011) Debbera Coker-Cantilevered deck inquiry, BLD2011-00125 Page 1 From: Debbera Coker To: markjeffstep 1 @comcast.net Date: 10/26/2011 9:50 AM Subject: Cantilevered deck inquiry, BLD2011-00125 From: Mark Stephens Dept Sent To: Planning Dept Message: Hi-currently working on a garage/apartment, bldg2011-00125. The garage is a daylight basement foundation, and the apartment above goes about 3/4, with the last 9 feet or so a covered deck over the front of the garage. The deck is 2x10 floor joists, with plywood surface and we are installing a \"DuradekV waterproof deck covering over it to ensure the garage stays dry. Looking at my approved plan set, it references item 56 in the plan review checklist in regards to protection from decay. My question is whether or not I need to use pressure treated lumber. My interpretation of the item Twhen they are exposed to weather without adequate protection from a roof, eave,overhang or other covering that would prevent moisture or water accumulation on the surface or at joins between members.\" is that I don\'t need to used special treated wood since it will not be exposed to the weather. Is this a valid interpretation? thanks Mark RESPONSE: Hello Mark you are correct. Also see item#69 that specifies that PT material is required without adequate protection that would prevent moisture or water accumulation on the surface or at joints between members. It is essential that you follow manufacturers specifications carefully to make sure that the material is properly installed to provide a complete barrier to keep moisture out of the assembly and prevent water accumulation. Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement Phone: (360)427-9670 ext 510 FAX: (360)427-7798 e-Mail: DLC@co.mason.wa.us PO Box 186 426 West Cedar Street Shelton, WA 98584 I