� 1 2 3 4 5
<br /> 2 3 4 5 6 7 8
<br /> 2'-0" 9'•10" 11'-10-112" 29'-Z-112" 10'•3112" 4'-9112" 40'-0" ���
<br /> 4��
<br /> 108�-0° , ,
<br /> � 2�-0° BUC OUK MAX 2'-0"FOR 3A 3B 3c
<br /> TYPICAL 1 STORY 12" FTG.-6"FND HEAT PUMP DUCT AS REQUIRED s-i.o s-i.a s-i.o
<br /> 1 WALL SEE SHEETS S-1.0 AND S-1.1 2 RCHITECTURAL DESIGN
<br /> s-i.o FOR DETAILS AND NOTES s-i.o ASSOCIATES, PS
<br /> — _ PONYWALL. P1-4 � , � — _ s - - - - - - - - - - - - - - - - - - - - -�
<br /> 2221 Everett Avenue
<br /> - - �;��' - - - - - - r , - - - �- - - - - - - - - - - - - - - — Suite #1Q4
<br /> — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - -
<br /> E A �r r- - '�--� � E Everett, WA. 98241
<br /> -------------------
<br /> -� -------- ----------------------- �
<br /> � � ' � i � i i i i i i i i i i i i i i � � i i --__--__ — .� ------- - -- ----i i i 4 Ph 425 259.0661
<br /> � � � ,
<br /> � ax,:425 252 69 1�'
<br /> � � i I � I i I I I i III � � I I I -�--� r
<br /> I I I I I I I I � � i I I � � i i � � � I I I I I�I i i I III t I I I i i I � I
<br /> I I � � � JIII I I IIII ' I I � � - - - - - - - - - - - - - - - - - -�_ - - - - - - - - - - — - - � I ��.��.'� � .. . �
<br /> ( ( I � III I I I I I I � � I I I �.: . 9
<br /> � � I I � I ( I J I I
<br /> � 1 -- �C U I � i �
<br /> I I I II II I ( I II
<br /> I I I C� I I I I I � I I � I I I I ( I i I I I I I I I � ,
<br /> � . � � I � ( I I ---- •
<br /> I I I I I ( I I III I I I � I I I -- I I
<br /> I I Q I I i I I � CL � I I �
<br /> � I I I � i I I i � I u I I j I I I I I I — IfI I I I I i I i � I i I I ( I I � ( I -� -� ��� � ' � I �
<br /> � I I � c� i�l I i I F- I ��'-
<br /> I I i ( I �� I ( I I I I ( � I I I � I I �i I I � I I � I I I I i � � I I I I I ( ��J � I ( '-��<--> d�
<br /> ( t/� I ],Q I I � Q I r_c:� _ _
<br /> I _ (A I I I I ( ( I i I I � I w�--. .�s
<br /> w � I I ( i i o� i i i i i i i i i i 4�_6��X4�.6��X 2�,0��DEEP� � i i i I z ii i i S1.0 � � i i i I I I ( I I � � I i i i � ,��� i i � P ,��
<br /> I ' i "'� �
<br /> Q �, m Z� � � �� ; CONC.FTG. 5 #4 BARS; ; J � � � � � I I o�o I ; ; I �4 ��
<br /> � � � � � � � I = aiIIII , II � FR� ����� � III , � � � � � � � , I I � � � � � � � � , � I I �-M , , ���
<br /> _ � . I �c, a. I I ��� �
<br /> � o � � -... � i i i I I i i i � �. ��
<br /> ` pQ� J I I i �J C I I I I I I I I i I OI I I I I I � I I I I
<br /> �:�> ��
<br /> o� � � I I I �� J I I ( I =`' i�i I i � ( I ii I I I I I I i i I I i �-- --- -- 9 ( � � I � �
<br /> �.-, -.c:--
<br /> �-�
<br /> _� � i i i ( i � i�i i �� i i i i t � � I
<br /> � Z I I ( I I I I ( 33 6 X 1 HF# FLO�R GIRDER TYP. , � � � __ ___ „ I � � � � � � � � � ,
<br /> � I � I �� � si.o
<br /> �� o � � � � � � � � � I , I
<br /> i i i i i i i i i i x i i i i �
<br /> ow � � � rL____ _ - L_J _—J /�, 4��00 O�G B�EE SEAB 3c I '
<br /> _� - - -- - - -- -- -- �_=�=_-_�-=- _==__ _= ___ -___ - - - -- - _ - -- -_ _- -- _- -- - SCORESLAB
<br /> � - - --� - -- -- --- -- --- -� -- - -- �' � C P. A CL N Sl,o � � � These plans are the
<br /> � i i i i i i i � i i � � � i � i ROCK 6 MIL M.B,01 SANQ � � � ; copyrighted materiai .
<br /> � ����� � � � � � � �
<br /> � 0 11 SI � � � � � � „_ , „ �, � � ; af ARCHITECTURAL
<br /> , I I � L'��� � � � I I I S�1'° � ' I I I I I I � SLOPE TO DOOR/-1-0 MIN. N N I � � N DESIGN ASSOCIATES,
<br /> - 2�-0° � � I 33 6 X 1 HF# FLp R GI D R YP. � � I
<br /> � P.S. any plans that do
<br /> � � � i i i � i i i i i i � i
<br /> I I I � � � ,
<br /> � ( I ( � � not bear an architect s
<br /> � n i i I I I i i i i i i i �
<br /> �g - --- ---- ---- - -- -- --- -- --- ---- --- — -- ---� - — -- � � _ _ -- --- -�--- ---- --- - -- -- -a - -�--- --- __ - _ �- -, ------ --- - i ------ � stamp signed in blue
<br /> i
<br /> ______________ -- g a aa a� � A� I I
<br /> - - - -- - - --
<br /> -
<br /> � � _i --
<br /> � _ i i I r ; ink are unauthorized
<br /> --- � ��--- ---�--�---�-� r-- -- --- -- -- -- -� � ( � i i i i i , � � � � i � i i i � i � � ' , � co ies and ma be in
<br /> L_ — ___-----J i i i i i � � � i i i ii i � i i � � �, tt � � � i � p vio ation of copyright
<br /> D rt i � � i � n � � � � i� � i i i i i J � i n n
<br /> � 4'-0 5'11118' 6-0' 5' 0718 6'•1' 5 11718' 6-0 6 ti ' � � _-_ =6` __ __-_ � 5 111�8 6'-5112 � � � � i � � laws.
<br /> � I I I �j I � � � � � � � � i I I I I I 1 I I I � ��� � I � I
<br /> I � o I I � � � i i i � � � � � u � � � ; i � � � �;�'� 36 I ' �
<br /> _ � � I I I I � � � ' � , , � � � � I I I � � I I � � ' ( � � I I I I I . ��z � � ; I
<br /> � I � � , I � � Q si.o
<br /> N � 0 I � � � I � ' , � � � � � � � � , � � � � T�� � � �
<br /> � � � I I � � , � � � � , � � � � � I I � � � .
<br /> o _ u� . cn� I I ( i � �i .� , i
<br /> _ � . � � � o— ( I I I I I I I I I i I � --- -� I I I = •..-.,
<br /> � J r-o MM COL.#5 6X6 HF#1 FULL HT. , , I � � , �� � --- -� � ( ��� � � ' I Z
<br /> . �� � � I I ( �� I li SI . ' � ' ' COL. CB 66 BASE I I I � � I ' I � � � � ( I ��M. � ' (
<br /> I �
<br /> �o >- I F- � � � � M COL.#3 2 6X6 HF#1 FULL I � ' �
<br /> �, z � 1 I I = 0 -1.0 I ( I � � I I �L-- ---1 ----- --- --J I ( I I I � � �
<br /> o�„ No , „ „ , „ , ___ __ __ ___�_ ,I „ H�COL. CB�6 BASE � , � a,
<br /> � o ( i � I I ( i i 6�0 2-1•11 6• �1p► , � i i i i �
<br /> � i I 3 6'-5t12'� •11118 i � i
<br /> oao a � '� i i i i i � i i �
<br /> , _� � o� i i i 'i i i u i i i • 6'-5112"
<br /> I � � � i
<br /> — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — J � �
<br /> --------------- � -------
<br /> ow � i i i i 32 6X10H #1F OORGIRD RT`(�. ' � � � i ii � i i i i � i i i � i � - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - � r--� = z
<br /> =o k I , � � � � � � �
<br /> � I I I 1 � I I I I R I I i � I I I H
<br /> � � I � � � � I I I I I I �,�
<br /> I I � 1 I
<br /> ----r _ - - _- _ _ _- __ I I _ -_I- I __ _ _ -1i -- --- -- - - - � -- -- L-- __j L__J -
<br /> _ � �
<br /> - -- -- - - - -[- _ --
<br /> � a
<br /> � --- ---- ---- ----------------- - -
<br /> - -- , -- �
<br /> � ' i i i i �_�„ � i � i i - - -i -- i I ' ' — f--i �� i I � i i i � s " 5 51.0 gT � STHD 14 STRAP � LL
<br /> I ' ' � � ' , I , � ' � � � PER 41 S10 PER 41 1. PER 4l S1.0 C(
<br /> ( I I I ( I I si.o 30 16d NAILS TY .
<br /> ( / I I I I � L _____ ________________�
<br /> , I ( (30� 16d N ILS TYP 30 16d NA LS TYP. � � pC
<br /> I � � I I � � ) �
<br /> .
<br /> I �� I � �� I � �� � �� � t u i i I I I � I I I ( ( y- -�---�- -�----�- -t
<br /> --�---�---
<br /> N � I� � I i i _ _ i � - - - - - z O
<br /> _ 2�•0 , 2- �•s �-a s-o 4-4'�4 0 X2 0 QEEP I I I ( I I I � � � � r
<br /> � , �4�NC.FTG.(4 #4 BARS ' � � � � � I � �� ( I ' 4'- "X4'• "X 2'-0"DEEP � � � � ,� � �
<br /> , 2-0 CRAWLSPACE WICONT. I � � � 411 z-o to J
<br /> ' � � �
<br /> � _ _ , 3 FROM BOT�OM BTM. ' , 6 MIL BLACK MOISTURE BARRIER I , CONC.FTG,(4 #4 BARS , I �
<br /> I' ' , , � I 3 FROM BOT�OM BTM. -� � � n � �, � � �� ,� � � V- �
<br /> ( o � � � i �•3 3-6 2•0 411 18'•3"R,O. 3-3 2
<br /> _ � � � � 9•3 ,0. 11 -0
<br /> � __ ( I `� ' ' � , 9-112"TJI 210'S 16"O.C. ' � � � I I I .,
<br /> _ � � � _- I , , , , I 6 X HF# POS S _ z
<br /> 4 - �___ � I I FLOOR J�T TYP. � BO H EN S T � � � � � I 4 ~
<br /> � � , � � � � �- CONC.CONT,F04TING I � �
<br /> � I
<br /> D --" � , �� � � ' �, �� FN�WI�B66 ----------- ---------------------------------------------------------------------------------- -� ------------------ --- Q
<br /> _ � I I I 16 X 8 DEEP(2 #4 BAR � � D
<br /> � ;,a � � � , BAS�S � � � C �
<br /> C I I I NEAR�TM.TYP ' , -, �
<br /> � I I I �� � � � � � I I I I
<br /> I � � I I
<br /> � ( (
<br /> � , � � � - o � �, ; I � � � � � , I
<br /> I �
<br /> � i �o i i ( I i
<br /> ; I ,r-� I I I 6 x 6 POST WI SIMPSON ii IM. � � �
<br /> ,� � , I
<br /> � � � � � , I I ABU 66(Z}ANCHORS TYP. � � � s-i.o � ' ' ' � �
<br /> � I i t i i i I ( 6'�0" I I 2'- 31 ' �
<br /> I I I i I
<br /> I i �
<br /> � , � � � 30 6 X 0 HF 1 FL OR G RDE � '� , ( � � � � � , .
<br /> , � � I I ' � �
<br /> � I h I � �
<br /> - - - -�- � - � � --� -- - - ?--T— --1--- —�t-- t --I � - - � �- - - - I I - - -- - �
<br /> -' -L— , CRAWL SPACE VENTILATI�N :
<br /> - � �
<br /> i , , , , � ;, ; � � � � � , ,i N
<br /> ( , � � ' ' ' ' AREA 1: �
<br /> 2 4" 5'-10 !2" i �6'-0" i i 6�-0° 6�-0�� ( 6 � 6'-0" � 6� � � �6�-0° � � 2a 011 " i) N
<br /> i i ( I I � i � � i i i r
<br /> , , I ! I J CRAWL SPACE AREA 1 = 4,256 SQ FT
<br /> � � I �
<br /> �; FOR DECK FRAMING � , ' ' ' I , , I � I �, ; ' ' ' ' ' , �i REQ.'D = 4,256 /150 = 28.37
<br /> � SEE SHEETA-4.1 � � <-? I I I I , , , ' ; ; ' I VENTS REQUIRED = 28.37 ! .62 = 46
<br /> ci o � � � � � I ( � � � � � � � � �� �r = _
<br /> �� _ , „ , „ , „ ' ' ' ' ' , I I I I I I I ( 8 x 14 SCREENED VENTS 112 X .8 89.6 I 144 .62 S.F. EA ) w
<br /> ( I ( � � � � . I � I
<br /> J � � � ( I 4-6 X 4 6 X 2-0 D E E P , , , , , , , � > M
<br /> , i ( I � I � � a
<br /> Q � �„ ( I , , I I CONC.FTG. 5 #4 BARS ( � � � � - '�VENTS MUST BE LOCATED A MIN. OF 1 ° FROM � O � "'
<br /> _ c n F- 3 F R 4 M B O T�O M B T M. I I - 8 _ p C o 0 0
<br /> _ _ U, I I I I I
<br /> �' � � o— i ' � ' i I ( I i i � ' N F U N DA I N L- °'
<br /> "' '- I I I �,o � � � � � MM COL.#4 6X6 HF#1 FULL HT. ; I I I ( ( I � O T ON COR ERS, EVENLY SPACE & POSITIONED ,� Q „� ,
<br /> z I * � t� Q
<br /> o ( � , , , _,� � � , , � C O L. C B 6 6 B A S E I 4� I , , , , , , I T O M A X I M I Z E C R O S S V E N T I L A T I O N v � o .
<br /> � � '_-� MM COL.#16X6 HF#1 FULL HT. I I I , ' I � '�' �
<br /> 7 NO I I I � Q � �
<br /> �J COL CB 66 BASE I I I � � � � -
<br /> . 5-1.0 ( I I a�" i i i --- -- --- ---{--- - i i i i i i � 11 S� , ( I I I SiA � .. � z � �
<br /> —__ -- _ _�_-1__ _� c+� L � W '
<br /> � i i i i i i i i i S-lA � i I i i i i i i ( �; o o � �
<br /> n � �
<br /> I — —_ ___ _� � � 6�Nn I I I I I ( ' f I ( µ_ �� � W
<br /> I �— —_— I __ I _ I I I I i-.- � ( I � � W
<br /> �------- �- -rl � -- --- -� I _. I � I � I
<br /> ( � r � + I� n r i -r i � i i i I I I I p� M
<br /> I , � � 31 6 X 1 NF# FLO R GI DER P. �
<br /> � � � , � , , �� � �� � � � o � II � � � � � �
<br /> � I � I I I I I I I I I I I I I � � �
<br /> B E --- ---- ---- ------------------- ----� -- - 1- --- -�, __ -- --- - - - --- --- -- --- - ------ --- - - - --- -- --- -�-- -�- ------ - - __ ----------------------------------------------- ----------------------- -------------- -� B
<br /> ,
<br /> -' - -' --- —-- ------ --- -- - -- - - - -- - - - - - - - -
<br /> r-h'- --- -- � --- ----�--- -- -- - ---- ---i r-- - -- -- - -� r -- - - I � �o _ �/ w
<br /> — — — — — — — — — —
<br /> --
<br /> � �= i i i ii i ' � ' i ii ii , (;;i °�� N z
<br /> -- i I I I i � p--� I � � I I � I � I I i i � F-`�
<br /> � � �� II I I I I I���� _ -i i ��
<br /> �61t4" 6' •7 �i I�� I ( � � I ( i I i i i i i � I --- - � �
<br /> � ( r nl � � i n � I I i n I I i i n I L _— -- ___ � �
<br /> I'I I I I I i - ■
<br /> i i i i � � i i 6+0 i i i i 6-0 i i 6}0 2• 3 2-3 14 � �` 2'- � d-w �n
<br /> , , 6� � � � � � I � � �` � f N TE o
<br /> I I I I I � ¢ �� 0 S.
<br /> � , , � � �I� __ � � � � � � � , � � � , , o o .
<br /> I; v ;���-- � �� �__ -, i4�_a��X4�.Q��X2'-Q" EEP ' i �� 5 �� �� �� �
<br /> , I � ,� I , I I ' ' , • MUD-SILL PT. 2X6 w//� �x1Q ANCHOR BOLTS @ 24 o.c.
<br /> � I ( I �� I ��ONC.FTG. 4 #4 ARS �
<br /> V i i i i i � i � i i i i i i � �� i � �� �� ��
<br /> w _ I i i � _ _ __ __� � I i I I I I I 1
<br /> _ � � I I I I I , - _ _ FRO��O��M�TM. I
<br /> _n � � �i � � � � � � il� _ --- -- --- ' � , ; � � � � , ( w/GALV. 3 x3 x/4 PLATE WASHER
<br /> z� • I �„ � �I � ; ; i � � • IF ACTUAL CONDITIONS ARE DIFFERENT THAN NOTED
<br /> 'S J F— I I� � I I � � I I I I �
<br /> O J I ( I I I VJ� � �- I t I I
<br /> o I I I I i � I I , , � OR SHOWN CONTACT MITCHELL ENGINEERING LLC.
<br /> � = o� ¢ � , , Q— � ,o E � � � � , I � i
<br /> N �, � ( chO I I I I I I I III I I I 1 I I I I z �
<br /> �., _ - J I I I I I ' � I
<br /> N-� lo �N � , , � , � 6 � • MUD-SILL IS BOLTED T� CONCRETE w/ANCHOR BOLTS N ��,. M i T
<br /> � �, �v �� Z Ii � i i � I�I��I� i i � � i i � � i i N �� � � ��
<br /> N =J I -�� S1A i �
<br /> �Q a � = o ��,; I �- ,I, , , I si.o SPACED NO MORE THAN 48 o.c. ,k /���� �j�,.� _
<br /> =I— cL (i I I ( ( NO I I � �' I � f ( I I i r'' �, .Y
<br /> -_� � i i I I �a �V
<br /> �o , , , , , �LL. , , , ',�" ' � ' ' ' I a �,� , , I , I � � I ( � • ALL SECTIONS ARE TYPICAL & SHOULD BE USED AT ALL ,�C.� � �'`� �,� C� �
<br /> � I I I I � - , ( . �- , c# /�
<br /> � (; 6' i i ' � � ; � CON3.1-112"T�iI�K LT,WT,CONC, i i � ' i , ' ' ' i , I a- SIMILAR LQCATIONS � �; ' `' �'rj z. � U ��
<br /> s-i.o ' � I I I 01 / PLYWD`WI WP BARRIER , , , � �� • ALL ISOLATED PADS TO BE REINF R ED #4 " . . ~ �� r �� 1 A `
<br /> p ( I ( I I ( , � 0 C w/ @ 8 o c .� Y
<br /> I I I � � � � �_ ry 3 ly
<br /> � I i I I I I I I 9� I � I I I 4-' I I I ( v I I ( ( �� u � , ." I L 7'►. � 2[/f�° �
<br /> � I I I I I ( E.W. 3 FROM BTM. OF FO TING
<br /> 0
<br /> � i i i ° f , i i i i i � M `" ,
<br /> ' ' ' I I I I I � � � o� • ALL FOOTINGS TO BEAR @ MIN. 18" BELOW GRADE ON �'�Q �<�Q� � �rm�� ,�V���T T
<br /> � I ( I I I I I I I . �
<br /> I ( I i = � NATIVE SOIL NO FILL `�
<br /> � � � I ( I , � � � � � � ( I I I I � � , , I I I I ( __ — ( ) srarv�,i.�' '�c�
<br /> � � � ( ( ( I � , , , , ( I s
<br /> -- � � , , � , , _ ' ' , � � � � � , I �"' • TOTAL FLOOR LOAD APPLIED 65 PSF ( 40 LL + 25 DL)
<br /> ap � � n � - r� ;� R
<br /> � � U_t — — — — — — — — — — — — — — — — — — — — — — — — — — — — � IJ
<br /> F _ „ -- -------------------------------------------------------- ------------------ ---�
<br /> _ _ _ � � F
<br /> — — — — — — — — — — — 4 — —
<br /> - - - - - — - - �_� - - - ��(� A �3.�.� - O�I2TI�1�
<br /> A P�� � � � � 24"z18"x18"DEEP CONC, r �
<br /> 4"ROOF DRAIN THROUGH FTNG
<br /> PILASTER FOOTING SIh�9
<br /> &TO OAYLIGHT TO SPLASH 1 @ ALL LOCATIONS dte:
<br /> 1'•6" BLOCKS&LEVEL SPREADER 51.0 1'•6" 7'-7" 1'-6" �i 0 1'�" RE:Bia-a.o 3-4-2016
<br /> TRENCH PER OMAGA'S ENG.
<br /> - 2'-0" 9'-10" DRAINAGE PLANS(TYP) 1 ' 12" 12'•1" 7'.7" 9'-6112" 10'-31t2' 4'-9112" 2�11 S-16
<br /> . 6g'-0° qp�-0° '
<br /> 1 2 3 4 5 6 7
<br /> i 1 FOUIVDATION PLAN '
<br /> s
<br /> � 1 2 3 4 � scale: �/4" _ �'-o" /
<br /> Copyright 2016
<br /> ARCHiTE'TUPJLL�EAGN H.".50CIATE�,P.S.
<br />
|