Loading...
HomeMy WebLinkAboutBLD2014-00691 Final SFR - BLD Permit / Conditions - 1/29/2016 W r Z p 0 � o 20T0 :� Cl) 0 m � m e 0 � v m m m o 'er° � O � m Q `zmm mho c o 0) 0 0 VI < 0 N N N O 'aO -O�' O y � DO y D 77 cn (7 y=c CD 3.F N fD CD C C is m D Om m o 4 m z rn 3 cn x `" mT 21 Az CDxo o m o a 00 3 n cn CD m N ° m CA m � Z N O) D m o c _ z m m W X m o N O < p Ul �^ 3 w 1'! � tO co Da7 n O D y `w,, a > > � (D O Z o z z a /� o T T m � CTm Z Dm \! yor = D m , 0 0 - W W ~ N Q O � F � A O Z 0 ? z Z z < > O m0 < � (n cn W O N m T O N N N N m 0 O. O � -O C �1 O cn O m N y �' a O W W a � � 3, cnzm �e m o o 0 � N m O o m ^ m 3 3 -^ -n fl. d J N y rn rn m D N 0 N„ N N W N m --' z O o O O O O S T F n r O C C m O 0 a 9 m c a cn o o O O O a m W U) 0 m C Z m m D o fD 3 d o 0 0 o r O m 0 NCO Z m 0 v � < o 0Op cn z x G) < W 3 WW ' zMW � m m o: o v DOMO r D m D v v 3 3 m m v m v v m T z z m y N O E c Cmi Cmi c' c w _ > j m � Dm �_ a 3 3 n a v w ;o �] �. o o Q 5 m m 5 --- d () n m m d d o mt n AJ o 0 0 p N m m C9 d d m d m m F F z Z m d 3 N m m v 3. ` m' m m 9 m z 3 0 T 0 T m 3 T N F f m m 03 r D � c0 m m m m m T m m m N C_ cn O 0 0 m m C7 3 a y m �] m m m v o o Cn m m o v m << O y -zi o p p p r r r r r r m G IV p O p a 0 3 3 " m N N C.0 [P W 0 7: x 7c 7< 7 A 3 � 3 3 O N y N 7 d Cl)= T o � mWtD a DX W se (psqIp Ip V V ` J M N N O go T N W W W W O N Z f0 D ,a O 0 N O a j N N N N m 0 = m c O o m n A o < N D U2 m m m < a m n o 0 0 0 0 -gyp J O cn �] m m m w j O O N V - - N A O (T O O 10 � 0 < y 0 x (n n W � O O O J O O O A 3 O <_ y fTl r A O O -I mmm Q N < J CD NN 0 wwww nom 0 cn 0 0 0 �� F ' 2z cn OO � me 0 000000000000o z v W N (n a A a A A A A A a A 0-U cn N O O m 0 0 0 0 0 0 0 0 0 0 0 0 0 O N N O 000000000000o w O ^' O o0 Os 0 0 0 0 0 0 0 0 0 0 0 0 o a w r 0 0 0 0 0 0 0 0 0 o O O o ^ NX Z O CJ1 A O1 C 0 0 0 0 0 0 0 0 999 9 9 N CO N _O A 6 D J 0m0 1K70051D X CD� y— ' XNo �Dm a m W O Cm c m �m > > 9ooWJmm o 3 o w oo OOON ° O O- 0 O W CL m 'mm Q o m n n ? o - O0 ° (D CD° m Jo m o oD 3 0CD 0 m3E; a � m �m a = c6o 30 °� 3m CD W � m =a0 0 W 00 m J.. Na a Tom o 3 a mma ar Vv JW ° 3 m CD o a CD — � J � � fD 0 N w CD O C (O 'O W 0 { N c' 0 -0 0 f0 W D) 3 W O' 3 O '< (D(O c O m N W (/) W N O O. N W J J 0. '� CL a J 3 J l (D `JG m O J CD y W °' c O— (D m CAI W 0 (D (D Q _� fp •� (D j N CD fJ J' u C m — 3 (D 3 N W 0 J y W x � mJms (D m3 C fur °'mmo — CD a 33 3 mm ^) too, O -CL 00 m (i 6 N M O. .Cy. ^ 'O O CC (D _ J J NO C N C N 0 0 �' Q (U W up3 ,J„ J ,O O (� m _ C m m C = (DWmmm w Q a3 (D 3s o m - 0 �m - X ° C O3m W m �1 (D m J m N O (DN o �. .< $ m Q = <D m fD in _ (D W W (D c C c m � o m Q p al 0 -O (D C m c 0 J (O . J = Z J N 0 = 0 Q w O "0 yo` = J J -i � 3 CD a) 3 0 m m -° Q � n n ° J S Dp o � mJ 0N 0 Q mCD � m cn WO WD F o xD . � o' m m y m r- Z rfn (o a -o m -o �(0 Cn p v n 0 � m � Wa � m O p O m 'p ut m 0 n' D) (D Cn O (D — W O y O 3mo - 3f m p mm J W AO A i S J o W 3 m 0 2 0 0 m c Z o m 0 o cn c X � (oN � OmDmm �' o me (n`m' 3 mT a o -0 J c m - go -p Q (° J 0 N 0 (D co O (p 0 n p o m <� � mN 3n mo Q. a. 0 0 S m m f0 c 0 a 0 < m (D N 3 CD H O N O ^.U _ (D O: S (D N m a 0 CC S �. N N W N 3 u) (D G p O0 ti 6 d N O ° a X . 3 m p 3 =a �, � m °) m m J - g m W < 3 °n o o' er o c ° o 0 o m m 3 (D (D a N O N J vWi 0CD 3 D-o m (o °� m W a m Ws ° - m : '° m-0 m ° mCD m Cn W o (O m a O_ -° y (° m m < 3 N m ^ 3 m < \ m o m CD 0) M0- at co m' m m o. W m W n m m 0 T (D m m = m 0 �. m 0 m m 0 m — O O O � m � ^• oamo0 J a y 0 o• ur W (D .- p -0 .. C fD < W o Cn J 3 < O O1 o C �' O. 3 CD 0 < 0 0 N N 0 0- f0 N 0 m (O 2) N 3. 3 (n (D m W m a; 0 < F Q (D ° J (D J C CD mm � m' W 3 n m W u a m ° ° m m ° m W m n 0 m N �. n 0 W U N 0 c' 3 m NV Dj NW 3O m —n W (D . D) fn - f'' (D v O 0 JN JO mc m m0 ma = 033m' 0 o m � c N O m < Q m _ = n ( N O m N NO u N .` ... n m O W 0 J < J Q 0 a (D m J 00 Q m O <D c N J W v W p N O_ Xaatvn NJawN^ X C2N W N X � XOoXO XOD -- 0D p m� m � , Oa m nm O U-0 n �Nm�cus�a ?m <m m mW nv a mpfo Z ma� < o a m2 m m a ❑�_o°o CD 3' CD a) o a) � D m O mm n m O an m 0N o m3 m m co ooc ?- p mmo m mCO 3 m m m m CD o mCD m m m > c ° _ o 3S= WO ' m Jt0 .X 0) CO m m dmcac_m O m O C mm m W0. 3 CD 3o 30 0—� � o m O _ M. C m rno CD m m m m ❑ o'v o O . OS m (n _, o o N n w m -° CD n CD I a J J m o ^. N - W c CD Wi W a 3 0 m oa3 omm m c � � v a � m > > oA ° o CD Nm p Op n 0 Q W m 0 _ m m a = CG 0 . CD C m N O OD m Cm0 J f O mm 0 n1 3° M � 0 ° o co .oC 3 m N o o 3 CD o4❑�" �Dn =Na - a SN na CD -0 0) NS.aWZ a N J CD 0 O ID NCD ° dam V m o aj m — m °Q o om ma CD 33 Cm c aJ C m m 30 W pOW a O n NN d m V N < ZN : m O ° m . n 0) n (- m < m am ' -n W W mm W m � Q mm a co m n -o „ a m p p_ m m m 3' w m Q n o D OW m'n� cm ° 0 Z a J O 5 � c _ > 0°o o CD CD CD ^ c cO� ED i c 5 c ^ m 0 v v m m m o m - dm n�D � mJ � m � d omm ma t N ❑ O A 3 W m m c m J 0 � 5 T J n J. m m � CD m m O v n - j 'O m e b M •TilCC 3 . O ❑_ � O O ^ p n ^ W < C C S ° - N m J 3 N m _ N J m 0 r- N 9 C1 ❑ O 3 m m s CL c CD m 0 -o I a �' a _. O N 01 a N N N -'I ° c Io .� n O v m n N W CD S d J Q - m aD _ o S 0 x �� m � m W O m D N W N-0 CD n J N O- O J m W C L o m ma a m 3 d m 3 ^ m O m n - 0 m D- 411 J n a C O N m m ocn J Zl O j N � 0.. CDN O_ O 00 C m 0 p - S m m N a J m (p m O N (I m n� m U0 p _ _ O' °CC O ^ m J O .Ji J `� m C J 3 ➢ mm 00 300^ mm DCL m F CD c x o o a _I .o W m s w m mJ � 33 m W O S N m C m ^ � O OT J a a m m A n < N p C f v w � � m m m m n J W � V N O_ A XOO 3n0 X mD � mXoA �� X m ol 0) 'a W0 0 �Qsvm a Do m 3 Jam (DV m 0 j, 0 'Om CD (D 03 9a0m ° y c n � °' p3 a � a 0 0a(o CD Q <Qof° 0oa0 CD 0 3 , 0 CD (Dn ° n , cfn o � om m ` D m am < a0 - 0 m mov o o o D 3 0 Z CD av o m� 0 (D N C N CD 0 a, N ^ N U7 a f'i) C% °1 N � tU O N N N O. wa23 ° �= � m JODo m dm m (D CL m 0- " ` C m m 3 (D N .O. (D (OD O (D 'O p 0 �. ff1 O n °' 0 C y 0 F O =, n 0 3 J 3 0 ^�T. .�J (D ^ y O w D O y CD O N E fn .[D N LU SD = O ' SD N J N O TJ .'.. fD fD 0 u! n N SD 0 S sent � m � �. � -= Nmm m J, O o ' m (D � ° n�i mz. ocmi CD' N N -p N fD O 0 m � O O v U! O fU < N N (U m J0 w Z v m c3CD � , m� Qom Dmi `=. Op m m 0 (D0 0mo ma n � � J0 � O (DmCD gym m o < 3 m �a-p � m o Oa3fD � c CD XT °' J °'. mm � m 3 m �' �_ 0 So om am c (D o oat - d0 � ao ° m � 0 cD � � 0 m = 0moJ0 � ( 3mn 0 Om00m n Z T < � a ° n °1 m5cD 3 0 ^ �. <' no 3 ' C (a O (D m c o. 0 - n(0 � o' � c a - CL �_ N y. O c C [U < V C/7 = N ❑' N SD C CD .CD - N w 0. 3 (D O ' S J N f0 N (n O N m CD luS m J cn O (D m j d O O m S D J ° n o m J , m� O -<T m 3 m N a ' m n a (D ° m c a) C O 0 0 0 < 'O '" (D' ,m'-. S O SD (n X U Cn fD (D c aoz m ^ o CD -0oN0NN m a � m mm c= fl am yR m mI.(a u ° 53 � � ZJ - 0 m mm > j � 0 ^ mmoc aO m (D 0) m o `^ - n om Mo (D OJa N N C SD S J J -I c 3 .o O_ N m SD .'-. A-0 D) N 0 C O N J N. m 0 0 m ] N m y N -O m 0 0 - CD m - to v v tO (D ^. LU 'm0^ (D Sc Q a O_ a (a f° -fin A m m O R N C O O 0) (D cn 0 CD - SD 0) CD S C (DCD y 3 O a o 3 m m a N U C 3 cn 0) � (D < J 0 R m O (O. tU 3 m (0' N (D y O' C7 fD (D N fD tC (D J > j - O N n n m - w D W CD J c � n N N A N 0O ov oa < Jomn c m v 0 m CD D - OO _ cr N Sm m (a C N -O N O m O_ f'') 0 S (D(O O V y go � oom0aa 0 ? = i� 0 < T n0c CD 0 .0 J 3 (i - m ('o � 0) m a a m mW= 3cnm �, o J a m omm = a 0 � m � 3 .0- 0 � � m � � J a � 0� _v 3ooa - oy � m f. av fD M 0 m n a) o o = m N a D*j O y ' N d S (U N fD - a 3 S D mo m �. m m N w m a z fu 3 n m rn °1 u m � 0 - m Fa my v m (D cmi (D v � °� -`" < Cj) fD (0 m m J' "a co m(D < 3Nm53 Doi �. m m 1. m0 m 3 m m m 0- a 0 m CD 0 m J - OL CD °. � N (D �' 'ID o m O N n ffl °� � n N _ l0 a m M. CC O m 0 O d q n n .c. m (n (D (I - IDm W a n - J 3 m > > m m o 0 n 2 m a 3 0 < 3 O 01 m v m [U LU -O N Cn +n a 41 J y CD �_ �. O O S N J (n n N c CD O .< m O N --a m (7 N CD N O (D c coma (D = f° m `� 0 n a -° Ja 3ii cD N fD (D N Cn N CD ut i D N 'O.^ (I 0 3. D ^ mm � 0 - = m o m 0 ACD CD (n � 3 v - o ^f0 n 0 m 91 c . m , N cn '' O J J Q- D o (D ID C o � �m m (D v nC ? m c v n CD N O 3 N m 0 N ^ J CD �. N 20 m N m 3 a o m = (D m iD 0 0 .� n m J fn ID (D fU C J y C N J S N (O (D Jc O (D O is O CD n m < m 3 0 s N m ° m `z - m m N N r m N O_ a NNmmO~S o Xa U) >J Xm°S JOO D< >< X mvo mterZoJ D°mNN) Cl) m X m 0 o ° o " ° CD m . m (O CD NCD g 0) CD Z nN o< o wQ(o N a m a 5. 1 mmCD N m no J 71 °coa3w5vc � m-o oo wo ? m O N W CD ID CD 0m00 1 3 Doam o o m W O Wm CD y3 ° o o m a O CDnw a oy-CD ° o No C -0 Q m o a 0CD ' p CDQw O � w 6 -OO O x 0. , w m o .JNww ° C m C m O (D m m D 3 m m Cmo ° m . 0 o O M CCw3 3 w N 3 - 0) CD m -o O -O D n J 0) d m N 0)° M. A o CD GO N . CD < w C ° CD 0 l CD 0 J m atiO m w w (° C) m O (O (D a O? ?. m ° O i - w 0. � =(O (D aJW NCp �O J = m w O m m 0 m C j 0- 0C J ° r w w CD � m BaDCD m 3v �R0 0 C M 3 wOmC CD0 JW ww m wJNN XmON a O 0 n J Z C CD wa 0 w m 3 °n 3 X. m01 � co m o° m w a w CD +m f O W N 3 (D w °) CD J (y-D N CD n 0 - < n a m `< (D N O n (o QJ (o - a mm caC) ., Ta -o_ m 3 d 30 (o . � D _ ag o C° 3 w -wCD o 3 0 CD C- 0- ai tD y (Np 0 C N S wDl C0W ° O(D 3w w J yS J w WJ < CD 0 (D CND� d (O Cl) w (D _ -W0< O w O-m no (W CD Na -0j OET _ ° paw N O �G w w m = . nO J - J � 3 (DN w a J(D3o D ° (O s (n O ^ m C O `< 3 J °- 0 N - o n (D W a J "o O y w J JO CD (° CDS w w I Q. 0J O. a 00 w m 0 (D CD =a. N a 0) o m v w N o ? p 3 W m N a o m 0 w 3 0 3 D c a s 3 m " Q O N w n W 3 na o C n CD CD o w n O W CD C� O CD 0 J J CD e " m am o CD m J 0 (O o a5 O aO - DO O O O N < O m Q. ID O o CD w < C 3 m o3 w� a CD (A O N O w O d N m CD C A ' 4 3 O m M. n J � J -0 O m y w CD NO J m ((D O- Q C O- m `G °w w O w w m - w mCn o < n3mw _ = N C (T 6 m CC C o = OZ w m w � (. 3nJa0 (D o N CD O 3 n3 J!0 CO) <N (OD w QN ' 0. w as W a w CD om c = m g -° T ow w C)) ? C w O N n`G C 0 C. m n Q � 0 S w m O_ a O <<� O J O m C (D `� N J �. °' J w m O CD S w m m n Ci W • r w w 0 A W v WO p A p X0' m D 0) CDo XK6�a> D XE coZnl X0 > X m n—(D _ N m a- O0 S IMD0 CZ CD W CD 0O (D (DD OD DN (7 CD o N < 0 � � m m 3 0. p � � o mID a CL o f N 0CD 3 y NCD Z O o a S o m o o N '06 N a) 3 m (D m C m CD C o o °1 6 0 0 O ? `D N o<,m m y c a m j 0 < CD M. w 3 cn 6 Q y cD N G pj -n �.` n m N � (D 3 �a S. o a CD 3 ° O °' o ° m a D Q O a u m CD c (Da co < a m O N CD m 3 3 no. (nc ° x CD N = `° n N —' 0 CD (D -mnCD M m' to c O (DD `< N (D m a a �m to �o CD n m m o n Q O (I a n m O O O m 0 0 ' m .0.. A0 o o < m nav -. o pZ�J `C CD O O m � oID I _ C ano " a � ° � �w - ^ a �3 o m ( o � m < 3 m °° 0 n 00o 0 0 aC sm Q ' po m U = om �m m (nD 3 m 0 w0 N 0 ° m 0 = D K 0 O No 3 m o � rmp F ° m f ma 0 `� C� U m 0 �. °-m a CD ' � a o m' � �< O C)o CD CD n co v m o CD (D � Dw m0 7m 00 j �' CD ' N a z O (D S S < O N CD O 3 N.a m CD o m O CU d - _n p o <Do '< = 0 a � X n O ° ss 03 m C o_ `< CD N CD O O troll n CO n N - CD y .O z a 0 .. D ° - O n O R 0 `G CO C m (D O`G (n = O O c C a _ ° O N d n C ti a0 ay. O ,z m5 O ON m m a m0 m nW � � C OO F OL a N Z pl' 5' tl 3 c <o a. 0 a N -CD <CD 0 (D _. m m m O = O O co n CD. = -- * m 3 m' ° m c CD �w Dmj - n 0. _ (D M r D� O ([ -(D O > 0 c m n 3 c 3 CD m 3 0 __D O o_ 0 0 u N N N O N fl CD °- CW O ? o m a CD .0 °j a (D N o n 0a n� cN D a oo c - , D 00 �' > ° a3 - Q c m 3 5 (D o � ^. 3 m m O 0 0 m a `< 0 m o. oa n o oo m 3 -I � moC73 Dm 3 0 m 3 z uc 0 d d 0 m ' _° ' m --Id a z 0CD d 03 = 0 S� rn m ° n 0 o' c o y ' m y u O n O 0 z o m 3 z ' o o L = B CDm m v m s. 3 m n c CD 3 CO CD O n(° o ' = CD CD CD c w v> v ° mo * N. 0 a rn o : pm � �p A N m 0- (an Z N N cow - w ,., to 2 ° m X S '� D -0 X y a ut m A CDD O_ C m p Q ID N y 0 m C m N CD m O m CD 0v m W m < p m 7 ^ 3 ID (O �, ID O 0. �G r SX (n fD O O d ? d N a — 3 CD ra Of 7 p' t� ° CDam o -n OCb Oc « mm � Oc am W 3m CD Z� m m m _ M p o m m O m e o O p a j . . = ^ a m to 0 m m n 3 m o'C a °.' m CA k n = Cl)v 0 m m 0. Zr rn v m A- o .Nc G• 6 + 1 _ o � w" N N. a S O O 0 ti� r O S CD N — (0 -0 m fD CD '� fmn 7' -0 O Z in O m > 7 M.too �• w m me A O r a 3 3 N m n m Q m n N o Q C Q Q N m 0 a m a p O.0 W -" o O 'p m " m m a ..; a N m O S (D C 3 b n m A m mva.v m m w . a - CD m 3; m z ov=i i �0 °°D) CDm c3 � m m °o � 0) 0co ) m05 aN � ya am m m = _ `" n O m N m O v1 m m a m m m D o' am v' , m m �, m a m < o cD -U -n(D D3i QQ m d � > > C0 ° c°im � o_ mo IDm m � m m m 00 o � CD 3 oN atp M k m � O O 1 O N N O M N w lb = m a O f O Z C CD ID a am Za_ vmQ -. ut N^ :3Z C = w m m � � 000G v - 'DaC do�m "Fa Oo � Qcmm o ° - (n N m o G m O � w � ur .•. Q Di CD 00 m CD T O (D o O m CA 7 a a m OoaN ' 3 mm Sy me o zm � 3 ` ° N ^ 3 � 3 D a 'c C CD CD o 0, " 3 o tn � m 3C, n � m < D' _ Q T A N. O N O N �• a c -mU { n ID mnmi m a m i v � 3 wm D0 0 (D � a m an m Z 'D 3 S O fn .•r. n Z y 3 0 3 `c m k Di C. > i o --D— w o 0 33 xc c ' 5 Zamaa0 ¢ too M 3c < /I m b = n gym./m� v `,in :fl m : -. � o� Nm_ : — n° Q0o < 1 ° m m D O m a -i o O N0 a. ya A<' O "a�sj OZ (D D, N * SCD CD Z ° do r mr aco N n C C<D -° N ? Dai w 0 �• f a � ° 3 O m m 3. � m CD 0 MN N din fQD d J a p ° a—i0v ? oNCD - ap o d CD ° o PLOT PLAN NAME: ADDRESS: CITY: STATE: PI-ZONE: PROPERTY ADDRESS: rj'+ AVE 1-. LL� CITY: ,A?3 gj� STATE: WA —COUNTY: � �f�� LEGAL ADDRESS: Ts R SEC PARCEL U:�� U SCALE: 1"= DATE: P OWNER'S SIGNATURE OWNER'S SIGNATURE APPROVED -AUG 01 201' MA ON COUNTY DCD PLANNING}r, w (^FDAR SI E PLAN REQUIRED TO BE ON SITE CI.ANGEJ6 SUBJECT TO APPROVAL By Date t ,+. w ti "4 LANNING- n6e-4- z a� as A d,d PLANNING: �p ,; ;j.•.' A SETBACKS ARE MEASURED FROM THE FURTHEST " bRf `\ a PRO CTION OF THE BUIL DING V ! � k �1. t SL ^ 4 � in r y f P J w"'ti'.y�ywa.�..w..�'w".rq'!'YM41.1.!'I'MMm•Ir. f page' Project: / Rich Balderston Location:deck Floor Beam Mason County Uniformly Loaded Floor Beam u ,�.-, 426 W Cedar Street of [2009 International Building Code(2005 NDS)] Shelton Wa 98584 3.5 IN x 7.25 IN x 6.0 FT #2-Hem-Fir-Dry Use StruCalc Version 8.0.113.0 10/28/2015 3:11:22 PM SSection Adequate By: 179.2% Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.03 IN U2230 Dead Load 0.01 in Total Load 0.05 IN L/1588 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 480 lb 480 lb Dead Load 194 lb 194 lb Total Load 674 lb 674 lb Bearing Length 0.48 in 0.48 in BEAM DATA Center w--- 6 ft Span Length 6 ft M Unbraced Length-Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Side 1 Side 2 MATERIAL PROPERTIES Floor Live Load FLL= 40 psf 40 psf #2-Hem-Fir Floor Dead Load FDL= 15 psf 15 psf Base Values Adjusted Floor Tributary Width FTW= 3 ft 1 ft Bending Stress: Fb= 850 psi Fb'= 1105 psi Wall Load WALL= 0 plf Cd=1.00 CF=1.30 Shear Stress: Fv= 150 psi Fv'= 150 psi BEAM LOADING Cd=1.00 Beam Total Live Load: wL= 160 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Beam Total Dead Load: wD= 60 plf Min. Mod. of Elasticity: E_min= 470 ksi E_min'= 470 ksi Beam Self Weight: BSW= 5 plf Comp.-L to Grain: Fe--L= 405 psi Fc--L = 405 psi Total Maximum Load: wT= 225 plf Controlling Moment: 1011 ft-lb 3.0 ft from left support Created by combining all dead and live loads. Controlling Shear: 674 lb THESE PLANS MUST U At support. ON THE JOB SITE Created by combining all dead and live loads. FOR INSPECTIOM Comparisons with required sections: Read Provided Section Modulus: 10.98 in3 30.66 in3 Area(Shear): 6.74 in2 25.38 in2 Moment of Inertia(deflection): 17.94 in4 111.15 in4 Moment: 1011 ft-lb 2823 ft-lb Shear: 674 lb 2538lb nomv page Project: / Rich Balderston Location:deck Floor Joist ��'-' '°:, Mason County Floor Joist �! 426 W Cedar Street or r+Y' [2009 International Building Code(2005 NDS)] Shelton Wa 98584 1.5 IN x 5.5 IN x 5.0 FT @16O.C. #2-Hem-Fir-Dry Use StruCalc Version 8.0.113.0 10/28l2015 3:12:08 PM Section Adequate By:249.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN U2163 Dead Load 0.01 in Total Load 0.04 IN U1573 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 133 lb 133 lb Dead Load 50 lb 50 lb Total Load 183 lb 183 lb Bearing Length 0.30 in 0.30 in BEAM DATA Center 5 ft Span Length 5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Floor sheathing applied to top of joists-top of joists fully braced. JOIST LOADING Floor Duration Factor 1.00 Uniform Floor Loading Center MATERIAL PROPERTIES Live Load LL= 40 psf MAT #2- ERIALHem-Fir Dead Load DL= 15 psf Base Values Adjusted Total Load TL= 55 psf Bending Stress: Fb= 850 psi Fb'= 1271 psi TL Adj. For Joist Spacing wT= 73.3 plf Cd=1.00 CF=1.30 Cr-1.15 Shear Stress: Fv= 150 psi Fv'= 150 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.-L to Grain: Fc-J-= 405 psi Fc-1-'= 405 psi Controlling Moment: 229 ft-lb THESE PLANS MUST BE ON THE JOB SITE 2.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 rOR INSPECTION Controlling Shear: -183 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 2.16 in3 7.56 in3 Area(Shear): 1.83 in2 8.25 in2 Moment of Inertia(deflection): 4.76 in4 20.8 in4 Moment: 229 ft-lb 801 ft-lb Shear: -183 lb 825lb SEAN NASTO RESIDENCE-40 S.F. WOODEN DECK WITH RAILING PRPOSED THESE PLANS MUST 13E BUILDING ON THE JOB SITE 8 X5 DECK 3 PrOR INSPECTION RFcFjrvED BEDROOM OCT 2 2 2015 HOUSE 426 W. CEpgR S T. z l9 MUST ^' J 9 A(.l. C11RR � "VASHINGTON STATEENT CODES 281011 Existing Building 6► 1/4n 4- 5 1/4" 3' 4 1/2" SU8MITCHA'C`��� 10 31011 PRIOR TO PERFCftM�NGPPRO V L IC saamme:o LUS26Z U o u a O ° F- DBL. Joist o ¢ Z DBL. Joist z Ln J a N 2X6 P.T. Joist @ 16" O.0 i o 6� 01� c� 2X6 P.T. Rim Joist ��o z z00 10' 1 3/4" 81011 9' 10 5/8" o z m a w YQg 0 re U- u- c�U tu w Z M m 0,49 J p1Ln SEAN NASTO RESIDENCE-40 S.F. WOODEN DECK WITH RAILING z -CsE PLANS r.AUST BE 4' 11 5/8" ON THE JOB SITF 6 House Wrap Fiber Cement Siding 2 HANG E Z-Flashing SUBMIT CHANGES FOR APPROVAi 2 PRIOR TO PERFORMING WORK 2 Cedar Decking A'►USr MEET AILS_ cffltF f:�, �\4, WASHiNGTON ST T 2 1/2";X6" Galy. olts and Washers s a e ed FCaulk 642E► 8-1/2" Spacers w 4 0 < N X Lo 5/4" Wood Cle t `/� d� 4 Q Ln \ s ^ ���> J e/� I. / � / '1�.�' O w X 4-1 p 4 ,� — Foundation �A� qw� Jz� �, Q W YQ< 0 a' Deck Cross Section 14"x 14" U , Precast Pier Block z a „ o scale: 1 =1 A 001 0 LU FILE Copy REVIEWED FOR CODE COMPLIANCE MASON COUNTY .B LDING DEPARTME T Date � S� Documents attached to approved plans: REVISED Site Plan — Plan review check'I Pages DATE Engineering: Y lateral Vertical �`— glum 'r of pages— )L jc�p r 1r �Vf 14-4 C _ THESE PLANS MUST BE ON THE JOB SITE FOR. INSPECTION CHANGES MUST MEET ALL CURRENT SUBMIT CHANGES FOR APPROVAL WASHINGTON STATE CODES PRIOR TO PERFORMING WORK RECEIVED Request To Revise An Approved Plan OCT 2 2 2015 Permit Number: BLD aoi 4 - Cobb I Name 5V n QSJV 426 W. CEDAR S T. Parcel Number /,233- 50 - D0-'> Phone Number daytime '3Ld (��p `j/_� 8 } Project Address 1 f�►/V�L!� ,�� Mailing Address R01(el �fl j,tj ( .s . . Please provide a complete, detailed description of the proposed revisions to the approved laps: �'X g� I,c�ood•e>,�`D��, �t,.b,er� s�.L� �-f'l�uLl��� Are two sets of the revised plans or addendum indicating the changes included? Yes ❑ No Are the approved site plans included? 1311Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? D Yes. ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes Br"No If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note:No structural chanties to a"designed"elan will be awroved without the written consent of the eneineer and/or architect of recor(i) Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No If Yes,Is a revised site plan, with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information: Applicant's signature Date: aZmL-ls Office Use Only Received by. Date Sent Assigned To Approved By Date Original Valuation: $ Additional Valuation: $ Sq.Ft x$ $ Sq.Ft x $ $ Total New Valuation S Additional Fees: Additional Planning Dept $ Additional Plan Review $ 0 0 Additional Conditions/Comments: Additional Building Permit $ ,�� d Additional Plumbing $ Additional Mechanical $ Additional E.H.Dept. $ Other $ Total Amount Due: $ ((JV Amount To Be Paid Up-Front$ SpN pOp� � & MASON COUNTY PERMIT NO. JIC12151`t- �1 y DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 �� } At y Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352 Shelton,WA 98584 (360)482-5269 Elma ext.352 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: ' N -2.0 l b I - NAME: I CI _ 1( y1t, MAILING ADDRESS: CK<,t t&lE -Un�tS - 'J t-I MAILING ADDRESS:7?�?, Y / ,� IsCITY: lS� STATE: _ZIP:�6� CITY: I STATE: CA-41 ZIP: 'Y�612- PHONE:'-,(op -L(b16 CELL: PHONE: ,h-L , CELL: scan � EMAIL: - n b ec111 D I I C Ova EMAIL : -�63?i C 1n ✓Y1Q S�CO KV-) L&I REG# II f, P- EXP. /c 1 j PARCEL INFORMATION: 4 PARCEL NUMBER(12 DIGIT NUMBER) f 7- I-S© -•-000OS FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): L: M),L SITE ADDRESS-1 l y C--Itp— PJ CITY y DIRECTIONS TO SITE QDDRNOW LQ CM A' ke 4' G4 Z M C Le 5+ .,1 IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM ❑ i DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO:g TYPE OF JOB: NEW K ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) , 7 EI�-?- IS USE: PRIMARY lb,,i SEASONAL❑ NUMBER OF BEDROOMS Z NU BER OF BATHROOMS DESCRIBE WORK A oe,&A ) S►{( bi t l � I S�l [i� - ��Y�� ��'n 0-1 1 Of SQUARE FOOTAGE: IST FLOOR Ct52-sq. ft. 2ND FLOOR �sq.ft. 3RD FLOOR sq,ft. BASEMENT sq.ft. DECK s .ft. COVERED DECK 1 ZS� sq.ft.STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED ❑ DETACHED❑ CARPORT sq. ft. ATTACHED ❑ DETACHED ❑ *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permitlapplication becomes null&void if work or authorized construction is not commenced within 180 days o ' c ns uction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSP C I ACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X oc1 ux-I z( Signature of Applicant x- N/ZTb. OWNER REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED RATE DENIED DATE TAGSlNOTES/CONDITIONS BUILDING DEPARTMENT LIO16, Z PLANNING DEPARTMENT FIRE MARSHAL 5oN MASON COUNTY CO& PERMIT NO. ()I i-6i ����- DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING.PLANNING•FIRE MARSHAL _ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg.III,426 West Cedar Street (360)275-4467 Belfair ext.352 ROpox 27%.Shelton,WA 98584 (360)482-5269 Elma ext.352 PLUMBING MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: ZU 20.1 b i i NAME:_ Ad.-A v- ,C ►r)C. MAILING ADDRESS:CV sf'NC:..• t o MAILING ADDRESS: Z'Sb t> z 61 Aye C.�t CITY: ��b1M STATE: U f) ZIP: CITY: ' ; a STATE:(.Oz ZIP: &:5/2- PHONE:-6(co-S--4?j6 CELL: PHONE: CELL: EMAIL: Sex, EMAIL : �° at'�IncVvlo� L&I REG#A'3W4 P-P,1 2J-LIeZ--EXP. I P? PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): - LEGAL DESCRIPTION(ABBREViATED): U �5 SITE ADDRESS: L-f k C y: DIRECTIONS TO SITE ADDRESS:Wpv` Ql U�em .L t 3 M i WS orb k • aF Ou U ov) TYPEqu,x6i NEW ADD ALT REPAIR O ER USA OF BUILDING LOCATION OF FIXTURES/UNITS—11T FLOOR 2ND FLOOR s/ BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECEIANICAI.`UNITS .11.Uc4nc W4-U, S , Tyne of Fixture No.of Fixtures Fees Fuel Type:ElectricN LPG Natural Gas Heat Pump_ Toilets Tune of Unit No.of Units Fees Bathroom Sink 3 Furnace Bath Tubs I Heatpump Showers 1 Spot Vent Fan Water Heater Propane Tank Clothes Washer 1 Gas Outlets Kitchen Sinks / Wood/Gas/Pellet Stove Dishwasher / Kitchen Exhaust Hood �— Hosebibs Z Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or contractor.I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Signature of Applicant Date X Owner/Owners Representative/Contractor Print Name (indicate which one) DEPARTMENTAL REVIEW APP-RfJMTED. DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT A)L q 21 I v PLANNING DEPARTMENT FIRE MARSHAL