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Plan Check Na: RB14Q8-OOI <br /> .7ob Address: <br /> t�w��r: SE��"'i'�E PACIFIC HOMES <br /> Te�a � [Ten�lam�� <br /> � � Ap Iicatic�rt�D te: 8J2�j2014 � <br /> Pr�iposed�s�� SFFt+ � <br /> VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION -��pe af ar BAS�C PlAN �����,-�p�,� ��,� <br /> ,�� O �ce Se ��b �e�-..� FjreJPlanrnng Sek_--�.._ <br /> ■ �� � n ����� ���`c>.�a R�I�W�� FO� P81'nit�' Da�@; �J'��� � � �C:�r/I <br /> FOUNDATION NOTES. � �, �� -� _____ __�______ � ;; ,t Y� ,��- <br /> _ � _ y <br /> � ` � . i i ��} �f , ,�� n j� dk¢5 I <br /> � ' , ' i t' ,. i i� It'..�_ i �i ��-F7 � �it.`ir"'i�"�i ..r..�fl:��', acn,-..�.! I,�.. � ■ �"" , � <br /> 1. CONCRETE TO BE 5 SACK FC=2500 PSI @ 28 DAYS , y � � , �' J�' ` - �' "� �' F' �"�' �� �p����� ��an�h�ck No.; �140 019 ' ' is _ <br /> _ _ 2xHMNMUM _ �. � � <br /> �,� °�- Job�Add ess: 933 4TH A�E'� � <br /> � C}wn�r: S I.E P CiF2� ,C?ME <br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR - `a� � ' � � � � ' <br /> � <br /> BETTER ` "" r `4 .' �' T�n�nt: f�'�Tenl+l�ame� <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED � 4 -" �a " App��ca�ion �at�w; s/2���0� <br /> SOIL x p' . • ���+. '2"�` Propc�sed t�se�� S�FR <br /> Type af wgr : EW SF - BASI #RB14�-401 <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: .i E �� PI-3" PI-3" ot�ice se �� �ob set FireJPlanning Se <br /> , ��r � f�1 �x 5-r�p5 � � {�} �x �ntn5 }� �! f� B : 1� <br /> 4.1. 3" CLEAR BOTTOM OF FOOTINGS ' ' ' � �,�-T-E� � ��.�,,-�5 <br /> @ • ;� � �� � �OOTING SGHEDULE Reviewed For Permit: Date:�f� , . Y <br /> 4.2. 1 �/�" CLEAR @ OUTSIDE OF WALLS ���� � , � �� - - - - - - • - --m - - - - � �� � • <br /> 4.3. �/�" CLEAR @ OUTSIDE OF WALLS �� � � � � � _ � _ � � � FTG 1 2'-0" SQ.x 8" DEEP W/(2)#4 EACH WAY <br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE �_ � - � - - � � - - - � FTG2 2�-6� SQ. x 8" DEEP W/(3)#4 EACH WAY , � � <br /> PRESSURE TREATED �C � STEPPED FOOTING 2•-0"MAx. _ � � �� � FTG3 �-6 SQ. x 10 DEEP W/(5)#4 EACH WAY � W <br /> \ . M$ �} w - - - - - - �. .� - � __�_�__.. ____.�_ � � <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS -' � �- � ALL COLUMNS SHALL BE 4 x 4 DF#1 U.N.O. � <br /> 7. INSTALL FLOOR DIAPHRAGM & REMOVE ALL FORMS & � ��� �� O <br /> WOOD PRIOR TO COVERING "�T�: � ` <br /> �Zyp, � � I I. 4" GONG. SLAB Ohi R-l0 RIDGID Ihlra. � � _ <br /> �F"' �RAYEL PILL oi�! I�ERIMETER � Sl../.8 --� � <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE VVILL � GOMpAGT EARTH. EDGE, ��s�� TOTL�.L. � ,,., <br /> � Y�V 6 MIL VAPOR I - � <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TQ BE 1$" < �-----� ( I SEE DETL�.IL, � N <br /> BARRi ER. <br /> RUNFOOTING 2. R-l0 FLI17C-r117 INS. c� <br /> MIN. BELOW GRADE U.N.O. BARSALQNG ' � PERIh1E'fER ff SLAB � <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A FACEOFSTEP d � � I I E1�G-+E, 2��� TOTAL_ _ 1O,_o„ F� •� • <br /> ' v <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF _ xxHMiNir� a n �,, � � � ; � <br /> - � � � � --- - - � � �C3 � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED � ��,,`� 1 GONTR.f�GTOR TO C`�_ %'�,-=°��=� u � � <br /> MANNER -q � ° � ° � �lEfZI�Y TF#E LOGATION i ��� (i x, 1��� ��� <br /> aq �_ �_ I OI= ALL PLUMSINC-y /� ''_ "" 8� �L <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT _W_ATER ° .__`-_--�� � �'�T��ES I _ �.��-=� l- =Ji -� Q� <br /> FROM COLLECTING IN CRAWL SPACES AND FROM 2 y <br /> � . a Q���,. �� I � I 16" fG J � `�l �._ � -. ____.. ��--�` � � � <br /> LEAKING ONTO BASEMENT FLOORS � ' � � � � yv <br /> . <br /> _ ° I _� '-.2" 4'-Ic�" � IG'-O" � � E � � <br /> BTEP FOO�TING • = <br /> Ii�INF��CEb1ETff � 3-ff.N� F.P. �r�X OPT. Z�^�� � <br /> ANCHOR BOLT INFORMATION: ��D�s�,K�NG � _ _ - _.._ ...� - � � � � 000R �oc; � I -� � � ' <br /> � �'�' �oanr�c (3�?�35 GL I PS � i sxa�s-r�ri� �c�o i t�� � � � �} � SPREAD '� � � <br /> TYP. REINFORCfMENT � E/.GH SIDE <br /> P�� v�v ��4 �ort-r��u us _ _. _ ! .� J _� � � ANCHOR BOLTS � � <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � ` �-- -- - � � \ �-- -- - - -- - � c� <br /> ENGINEERING THAT SUPERCEDES THE FOLLQWING: � !■ � � � � � � � � � � <br /> O <br /> 1.1. %" DIA. A.B. PER DETAIL THIS PAGE 2 �� STEPPED FOOTING 4"-q'" MAX. __ � m I 1�'��'j� ����� _ � � (� �C - -� �'i-4" � � � � � � � � � � °' <br /> 1.2. EMBED MIN 7 , NOT MORE THAN 6'APART FOR _ � "�S _{ ;� �} � TANK�ESS WATER �..�_� , » �p <br /> ONE ST RY OR 4' APART FOR STO ��' 0 ( � -�� _� HEATER �R�i � 8 WALL � m _._________ <br /> O T W O F�Y �- � �- � 1 6 F T G ! <br /> 1.3. (2) A.B.'S P E R P I E C E M I N. w ( ( , F D N. J-B O L T S ���� I I I <br /> 1.4. (1) B O L T L O C A T E D N O T M O R E T H A N 1 2 O R L E S S � � � T O I N S I D E(T H I S I <br /> T H A N 7 B O L T D I A M E T E R S F R O M E A C H E N D P I E C E � � � �� �� � W A L L O N L Y) i�,�_���� � � � <br /> F O R T W O S T O R Y C O N S T R U C T I O N, U.N.O. �+� I � � � � z � � � � _� <br /> w w 3 � „ �- #4 V E R T. H O O K B A R � I � �f- <br /> 1.5. USE 3 X3 X/s SQUARE PLATE WASHERS AT GRADE � M��" I,=. a� 48" O.C., CENTERED IN WA�� _ � � � �. � �i� I ( � � � � <br /> EACH BOLT '-'{ �-7'7 �-j <br /> ��{ III1I m � � I � I � � � i � � I � '��� - <br /> . . . 'i I 1,---I I 1--1 I . 'b.• <br /> FOUNDATION VENTILATION: �� � #4 HORZ CONT., ���� M,�. �' �� � � GARAGE �6�G _ � �rG� I ° <br /> - '�_�I I BELQW TOP OF WALL � �� I � 4�COMP.��u. � <br /> "3 f <. � " � FOR H�$'(2)#4'S IN TOP 12" ��-� 3 „ 6,rv��, I 3LOPE 3'TOWARD Dt)OR a GARAGE � <br /> • PER WASHINGTON STATE AMENDMENTS R408.2 ,ei°... -b�, g -��� � ( � f <br /> • 12"X6" SCREENED VENT = 72 SQUARE INCHES � � : � � SLOPE*�Tow�a n� � <br /> ( � � <br /> � m Q <br /> • 735 SQ. FT. * �`�/� = 352.80 SQ IN. * 1.2 (FOR SCREEN) Q° _ I � <br /> • 423.66 SQ. IN. / 72 = 5.88 VENTS REQUIRED = � � .�., � �_.._ _ _ r_ 8� AI.L � - <br /> � <br /> • PROVIDE (6) 12"X6" FOUNDATION VENTS � I 4�. CRAWL GRADE I 1�" FTG � ������ �°� .�������� ��� ������� N I � <br /> � DO NOT PLACE FOUNDATION VENTS UNDER SOLID �q � 41I1=1II�III-I11= 1 � - - -- - � � L�-� ����� ��� �� '����� �������� � <br /> BEARING a�� 111=11(=k311=Er � �,�� ��� � L �,�� _ _ � o.�-,. ,�ooR_ � � <br /> , > GO�iT. �OOTIhi� <br /> °' ' ((��! I��-f(��-E�a � v �\ L_. � �� � �i3�1����f, �;� �� ��Sd� ��9�Ia�i A� � <br /> � �FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF A� a E I�=IfI I I�`E)�(' ►�j _ - - - - EC7G-aE oF s��,� � <br /> ((�-f k(-)I!"'� H lf■ � GC�?*tT. �OOTING GONT. �OOTI hlG �._ � J \♦ - �♦ <br /> 90 DEGREE BUILDING CORNER �. I. :{ ��{�=' _ � � � ---"-� �-"�" � 0 <br /> ' !���`��I�=� O'�' ~��M -1 � O.i-I. DOOR__.�.. � .�._ _._......_ _� O.H. DOOR � - <br /> : fl m ' <br /> � ��,�1 I-- 4'-8' 20" � _ -- - � � .� �sa�e o� ��,d.� _ _ _����� _ �ra�� c�� ��,�,g � ,� ��, ¢ <br /> C RAW L S PAC E: -�,�--.--�-- ` . 4 sF-�o� --z4� a o <br /> " Qlf� " I ( � � '_ 11 �i '�„� � <br /> Sd �W <br /> 1. 18" MIN. CRAINL SPACE / R319.1 �` }� .�� {2}#4 HOR2. CC►NT. � � �� � �¢ �`�'���p� �_' �p'S 5 � N � <br /> (- -I ,_�i„ -----SEE GARAGE SHEARWALL PIERS DETAIL (PAGE.4) �EE GARA�3E SHEAitWAl.1.PIERS DETAEL(PAt�.a, �. �.. N <br /> 2. R-30 INSULATION IN JOIST SPACE � Fl-�� � 2 �� �; <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER FOOTING WIDTH (W) 18s�" 18�����- , „ ��,�_��� a --� � " 16'-3" i �4! " � � N <br /> 4. 1" MIN AIR SPACE AT BEAM ENDS I T FN ALL coNc. Foo�nN� �� 6 --o _ _ �_ � � , � W Q <br /> P R E S C R P I V E D. W , ���-�i� 1��-�}� �9�-0� --------- �_ __ �o�--o�� � Q � <br /> GENERAL NOTES: ��2� _ �'-0� ' n �o�_�=. 40�-0� `� fl '� � <br /> , _------------ --. , <br /> , , <br /> 1. ALL HOLD DOVVNS, FRAMING ANCHORS AND � <br /> SHEARWALLS MUST BE INSPECTED BEFORE --STUD WALL <br /> COVERING F N DATI ON PLAN 2 CAR � <br /> OU FOUNDATION PLAN 3 CAR <br /> 2. PRQVIDE SOLID BEARING @ BOTH ENDS OF ALL , ...... 1 <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � _ � � SCAI�E 1/4" = 1'-O" <br /> FOUNDATION FINISHED GRAi�E �, FLOOR JOIST SCALE 1/4 - � �O <br /> . UNDER FLOOR INSPE TIONS RE UIRED PRIOR TO ------ _ - PER P�AN ����'"�"°EflO°� Q <br /> 3 C Q sc,iLM�s�� �%���,�`;f��%� , . �� <br /> INSTALLATION OF ANY FLOOR SHEATHING OR �* #4� HORIZ. CONT., 12 MAX a��c.sus . <br /> s,�c�c-�u.�n�xY. ; BELOW TOP OF WALL M <br /> DECKING NOMOIi�TFUW4�. , • ��a q � . <br /> �FFERENCE IN SQ� 1 <br /> HEIGFff AT ANY Tit� a ' ° Zl' � � - a=+� <br /> ° .�'�,T*`i�4e,'�',,�'i'-�- ' � 4'CAMP�6RAAAII.AH <br /> I.AH � <br /> ' ft,/�;.Jii�'f; .- � �•� F�l <br /> � � _RE�AWFdt?f1NG SGFiEOUtE <br /> 4' $' 4' $AAJE A8 DETAIL BH.QW � <br /> Q 18' <br /> � 4 DETAIL AT GARAGE DOOR � <br /> � "° --#4 VERT. HOOKBAR�36"O.C. s��.��~_��-� <br /> CENTERED WITHIN WALL <br /> � .. p eta ��� SH�AR NOT�: '�� <br /> S�E SH��T LI FOR SH�AR W�.LL v �`{''� v <br /> � �ca�s t�T�s•o.c. LOGATI ONS, SH�AR W�.LL <br /> Q° N�.ILING SGHEDUL�, ff D�TAILS. � <br /> FOOTING FOOTING �`Ol�GR�T� <br /> DEPTH WID� 2�c4 P.T.PtA TE <br /> 8 � ��. � � 10'-12' � _?!-0" ___ 4•��r�C.S� __-�_ s�� <br /> � < . . +--�OLDO1�l1�1 �GH�DUL� � <br /> . � <br /> MIN. (3)#4 FOR- I FoonNc� �E f��"��� m f_ MARK HOl_DOWN� FAST�N�RS TO "- - , r._ <br /> � � - <br /> `'� vrnoTtl STF'�Af� C2) STUDS MIN. U.N.o. -'I <br /> 20" &24" FOOTING z *6 �w coMP.cwwu� A 4 I�I_ =� I�;s�I.I I:.-. <br /> � <br /> FOUNDATION EXTENSION � F'� T-� STHL�l4/14 RJ «��,«o�-��� , f f ; <br /> �•�„�►,�,� � � ,:,�II�,II �,,,��_�,t,�_► <br /> ROOF DRAIN _ _` '�--__FEBAFitF0071NG BCFIEDULE <br /> I �1 B E A R I N {a � #a s��x�soEreut.sa.ow T-2 M�T48 (�4)-(�d <br /> X TO SU T BLE G ,�. ��-3� <br /> --------_____ T-� �MST,4�6 (�C�)-IOd i�IC�Et� � <br /> SX I T�SULAT I ON <br /> �/Zn = ��-0� � R-10 lN�ULATlON D�TAlL � <br /> ________-__ _ _ GARAGE WALL DETAIL -r--4 ���-r�4g�� ��g�-�oa <br /> sca►F aire•-i�� <br /> S�� SH��T L-I �OR St-+��.R WALL SGt-I�DUL� <br /> SEATTLE PACIFIC HOMES, INC. COPYRIGHT OO 2011 <br />