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VERIFY ALL QIMENSIONS PRIOR TO CONSTRUCTION <br /> 50'-O" � �.�9�� �-.-�..: <br /> �. <br /> _ __ __- ----------------________y..._- �I` F;�f i S 1 t� <br /> , � <br /> -- — — — � 2�'—C�" _A � � A�E�' •{ } � <br /> � _ <br /> �O'-O Ft <br /> r w � <br /> ... r, r-�- <br /> START J O I ST � ' �-� „ , �� � , ��_��, �----_.__ M�r�.��e•cor�c 1-� ���f �€�����:;�a.x��� <br /> FOUNDATION NOTES: -- �� -�� .. _ R �__ �.�__�.�__, .�-- � �8 �R��"�,°� � ��� r � �� v.�,�=..� �;�� oF� <br /> .. �a '�aA ¢r tt��,3t', � <br /> LAYOUT HERE �� �F� �� �„ {8) 12 K6 SCt�EENED FDN.VEN���„ ��_��� _ ;�„„�����, <br /> 1. CONCRETE TO BE 5 SACK Fc�=2500 PSI @ 28 DAYS ��� "" � —'�' � _ __ ______ __ __ __ _ _ _____ `` J��""—' � �� <br /> -T, <br /> ; � <br /> _------- .---� !,, ---_ _ - _---_� � �_ -- - ---- -- --- ---- - - - - - --- - --- -- - <br /> : .., <br /> -- __----.------- ----------- - -. _ _ _. � <br /> 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR � : �� —� �, <br /> N t ; I � J C � �, C� <br /> BETTER _ i � ; � _ i ;, f ' j ; OPT.Z'-8" �' � � � � � � <br /> , <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED <br /> SOIL _ ; � ao DCX?R Lt?�C; � � �y � � v; �'�'', <br /> � � � � � = SPREAD � � � <br /> 4. MIN. CONCRETE COVERAGE OF STEEL TO BE: � � � t � � H � ��. � ;; ______ _ ; s ANCH4R BOI�.TS � S� � <br /> 4.1. 3" CLEAR @ BOTTOM OF FOOTINGS a ! } _ _ 2X12�HF#� 19�t c�: � s'!w�L � �,^ a� <br /> 4.2. 1 %2" CLEAR @ OUTSIDE OF WALLS =� _i �--8" A�� � � 12° FTG � � � � <br /> 4.3. 3 " CLEAR OUTSIDE OF WALLS �s �rG � - s'�wa�� ,, <br /> �a @ � � ; c� ��r �� � „ � <br /> 5. ALL LUMBER IN CONTACT WfCONCRETE TO BE -' � � � � � <br /> ; l � 16 FTG <br /> �9 ' ' 6 MIL BLA VE UEE � --� � <br /> PRESSURE TREATED ;' � l C v o� �� ��¢ �_=�____======_ � ,�,_4E� <br /> 6. PROVIDE SOLID BLOCKING OVER SUPPORTS � � ; � � ; ��IJ = `^��� ` <br /> 0 � � f I � ; � <br /> + � � ; i „ ; ��UR — F�� <br /> 7. INSTALL FLOOR DIAPHRAGM & REMOVE ALL FORMS & - ; �_��� ; ; ' .�� � � ��; � � <br /> � i � ' --} <br /> WOOD PRIOR TO COVERING ; � �� �,�� , � ; , � � PROVIDE 18"X 18' t,,,� <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL ; -��' ` ��- # �-�-�� � � i � -"� ��������� * � �� , <br /> � <br /> BE 8" BELO"V\I GRADE. EXTERIOR FOOTINGS TO BE 18" � � �; � ; " � ; HWH; � � F-r�a '�•y <br /> MIN. BELOW GRADE U.N.O. � � ' �-� ax'°°� � � a�� �F�z ' ; � - _ c� <br /> i U E 4 x P T --r <br /> � � <br /> ; ; , � <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A � ' � ; P�� '� ;1, �T�j E � _ � <br /> � � GARAG E 2 CAR � � a � <br /> ..� i � i - j � �. i � � <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF �� _ <br /> Q � -�---- r-- -- -- �---------__----- - <br /> ' � � � --- ' `�� <br /> THE FOUNDATION AND EMPTY IN AN APPROVED = � T ��� � � � � i ; �.,�,d,,l s�aPE��aw�n oo� GARAGE(3 CAR) m (� <br /> MANNER 0 �T01 �xta aF� 4X�o��� i �,� , ; <br /> �2 ' � - - -- , - -_ e�owa�� � <br /> _ _ � � � � <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER � ' � � f � i � � ' � ���r� s�OP <br /> �' i ' ' � <br /> FROM COLLECTING IN CRAWL SPACES AND FROM m , , ; -- � t�1 � I � � ' ' �i <br /> � ' Q � ���X� ;�i .ri �.. _ <br /> LEAKING ONTO BASEMENT FLOORS ; a r i � � • <br /> - ��e __�cc�ss ° �``'� <br /> ; a � r==:�-___�_,��---_�_---- - � � <br /> . � �-- j I� � �.,�t �� <br /> ��� � <br /> ANCHOR BOLT INFORMATION: � ' � � � � ' � <br /> > � _ , ; <br /> -- _--_ -- -�.. � �� I i <br /> i <br /> , ; � , <br /> t <br /> � 4'CONC.81�8 ' <br /> ; <br /> , <br /> , ; i � <br /> = f------- - - � - - -----� � ,J i <br /> `�---- _ _ _... � i 3 <br /> 0 � -------__ <br /> ; �' <br /> � <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC ,�. � �� � � ' � .--- --------- ------------------- - <br /> � __, . � <br /> _ � � 1 � <br /> : .... = ; <br /> �� i ��_ a•c�p.�wwua7 _ � i.. ____... _ � F['�'I � °�° - 1- _ _+__ � <br /> _ �; �. � <br /> _ �_; � _ __- - --- ----- - <br /> i� � ���-��: � �3�GAR ttiPRlQfr1 <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: � 8�� � � { t �, f' ; i <br /> : <br /> 1.1. %2" DIA. A.B. PER DETAIL THIS PAGE � � ° � � F"` 0 � � --�p � ' � � � � <br /> REBARIFQ{?TItVG SCHEDULE __ - _� �—..._— _.. � _ � ' ± ._! <br /> _. __, ;_ _. <br /> ' `------ - <br /> 1.2. EMBED MIN 7", NOT MORE THAN 6`APART FOR {� � 4• �.�,�,�ASQ���,�B�� _� , � ----� <br /> ; <br /> � . <br /> ONE STORY OR 4' APART FOR TWO STORY �� �- ; ; --' � -��- � -- �"�+'�C�- , � :, � L-� <br /> _--_-- - --- <br /> 1.3. 2 A.B.`S PER PIECE MIN. `--" � ``' 1s" �TG ` - <br /> � ) DETAIL AT GARAGE DOOR , _ - � - ; � � ° `� _ ` E <br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12" OR LESS SC,4LE318�-,�.� � °- I i� � � � - <br /> _ ` -_ _ _. ' ' � � _ <br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE �- - -..-= _ i_ ' �7� s H� `r 'f `.- �i <br /> - � ; <br /> - - --- <br /> __---_____--- <br /> ------- - ------ -------- ------ ---- ----- - <br /> FOR TWO STORY CONSTRUCTION, U.N.O. � � ; ��_ ` Q -�« �i-s � m � r <br /> _ _�..� {��2',X 5 5 �{ 2X 57 PS y� <br /> -- - - t - ------ -- --- ---- ------ . E F'LP,'T'H s PL.ATE_ A1 �I...... ..._ ..— _ __.. .._—,— <br /> 1.5. USE 3"X3"X�/,�" SQUARE PLATE WASHERS AT --- —2X4'5�, 1�-��. - : , ��.���g.p��� � T� <br /> , , CC}NC.FOt�TING � � � <br /> EACH BOLT � r . _ _ _ _ . �s•�x��"DEEP j j �.�..��,��� a-,-��,�- <br /> � ` C{?NG,FUOTING i— I— <br /> 2x4 P.T.PtATE � � ; 1 rr u'" <br /> i ! <br /> FOUNDATION VENTILATION: -4��aN�.S�6 � ,r----------------_: N 7, , _.,�r, �t—�F, �.�. , _, r „ <br /> . _ ., . . ., , _ ___....------------ ---- � Q -� ,} <br /> . <br /> _ � <br /> � � <br /> �. <br /> , <br /> a <br /> RAQE .2-,,..�.rn.�.,-_-�. \ ",. ____.... _.... - <br /> < '7 <br /> �'�_�:�.� ' " i ! I ---� - `'3� '�t � �^ <br /> ' � `���� �. 1�. <br /> _ ,,. - r . 1 � <br /> • PER WASHINGTON STATE AMENDMENTS R408.2 � �- - �F��MP,GRANULAR �v � � � �,�_� <br /> -----,� ` �"` a ""! CO��Ow <br /> • 12"X6" SCREENED VENT = 72 SQUARE INCHES � � °o �����t ����`�'�� � V <br /> 3RD CAR GARAG <br /> ROOF OFL11FN� • �a F2EBAR/FOOTING SCHE6ULE 4�LATES�G ��-���� I{-I O��� I�-(O��� <br /> 4• s � SAME AS DETAIL BELOW , „ SCALE: 1/4" = 1'-0 <br /> . • 910 SQ. FT. * ���� = 436.80 SQ IN. * 1.2 (FOR SCREEN) J-- 4 <br /> • 524.16 SQ. IN. / 72 = 7.28 VENTS REQUIRED 1°� ��_�,� ��_a� ��-c��� �_c�� �'-c�" ��-� ' ��-�a�� �`-o�� ��' -� �'.o. <br /> FOUNDATION <br /> • � PROVIDE (8) 12"X6" FOUNDATION VENTS � " <br /> --- -----------_- <br /> GARAGE WALL DETAIL �6,_�„ � 14, �„ z��_o�� <br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID ����.,:� ___ __ <br /> BEARING � -- �--- .- <br /> -- -- ---- - - -- ��, �,,, <br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF __ _ _ ___ — . <br /> 90 DEGREE BUILDING CORNER � FOOTING SCHEDULE <br /> CRAWL SPACE■ ��� SHEAR NOTE: <br /> FTG1 2'-0" SQ. x 8" DEEP VN/(2) #4 EACH WAY 2 C�R sEE s�tEET �i FOR SHEAR WALL <br /> £ � FTG2 2'-6" SQ. x 8" DEEP Wl 3 #4 EACH WAY F O U N DAT I O N P LAN OPTION LOGATIONS, sf-+�,qR. �ta.�L <br /> 1 �8" MIN. CRAWL SPACE / R319.1 � 1 NAILINC� SGH�DIJL�, � DE-ra.i�s. <br /> 2�' FTG3 3'-0" SQ. x 10" DEEP 1Nl(4)#4 EACH WAY <br /> ,�t�fl�INSULATION IN JOIST SPACE FTG4 3'-6" SQ. x 10" DEEP W/(5)#4 EACH WAY SCALE: 114�� �= � ����� <br /> 3. 6 MIL 611�CK POLY VAPOR BARRIER HOLDOI�l1�1 �GH�DUL� <br /> 4. 1" MIN AIR SPACE AT BEAM ENDS <br /> ALL CC?LUII/INS SHALL �E 4 x 4 DF#1 r�r.��:.� r+o�Dowr�,� ��s��r��ras -�-o <br /> 5"��L,4t� l2� 5-ruDs i�1tN. u.N_c�. <br /> GENERAL NOTES: ,--� � �THI�14I14 f�..J «e„��o,--��d � <br /> ----- - T-2 M�T4�3 (�4)-IC�d <br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND -- <br /> ----- T-� MST?��6 <br /> SHEARWALLS MUST BE INSPECTED BEFORE —� ---STUD WALL _- ���� ���� -- <br /> COVERING T-4 M��G4`��� <br /> C�e)-�od <br /> 2. PROVIDE SOLID BEARING @ BOTH ENDS OF ALL ��, M�N . #4 VERT. HOOKBAR sEE SHEET L-I FdR sF-+Ea.R wa.�� S�HEDUL� <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE `' �E a; @ 48" O.C., CENTERED IN WALL <br /> FOUNDATION FINISHED GRADE— FLOOR JOIST ;._ =1 I f= . -,.. <br /> � ��� -i I 1=1 I I-I ' <br /> — PER PLAN <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO ,,,,��,,,�,�,, '�:-=I I1=L= -#4 HORZ. CONT., 12" MAX, <br /> �f"'%f��i`��i`s �-#4 HORIZ. CONT., 12 MAX ��--��_� Q BELOW TOP OF WALL <br /> INSTALLATION OF ANY FLOOR SHEATHING OR $OILMU$TBE �<.,�� ��_L <br /> eru�it�.�o�Y. BELOW TOP OF WALL <br /> DECKING ��E�{�. , , a � '�-! < ' _ � FOR H>8' (2)#4'S IN TOP 12" <br /> DlFFF.RENCE IN SOU. <br /> HFJ(3HTATANYTIME a d E11' � � <br /> e <br /> r j,�/,f/'�1\\r''r/��' d . , <br /> f <br /> a <br /> � q� � � <br /> S � <br /> � �� a � ' CRAWL GRADE I <br /> d �• ' � <br /> � °" �—#4 VERT. HOOKBAR� 36"O.C. ` b I i�ITI= I I�!I I� <br /> p CEINTERED WffHIN WAl.L � <br /> � a d4 ,�` .4I —^=I " <br /> I I I—�I I �1 I I� <br /> �t�u��T���000. ��.u� � d 4� �I(�;= H W ( <br /> AND NA![.W/8d 8"C}.C.AT EDGES$ /� <br /> St7LfD BLOG#43NG. iQ"FIELD IN FlElD �a � . I I��_� V�,�� .��N � <br /> -- FOOTI�NG �FOOTING � <br /> i°����xa DEPT� H I WIDTH . !„f I I—' 4`-8' 20" ( <br /> - - - {s�Fo�r�on�no►�a� 8 ° �10'-12' � 2'_0" � ` — ° �•- a 8'-10' 24" _� <br /> BMIPOST CONNECTfON - -t---IM BF�1 P�R�N �� � � � . <br /> 2Y4 OR 2X617ES - ��,_� �4� r <br /> {2}-16d'S TO BM$POST Z Z � �-- ---PT 4x8'P08T WI��.T 1 � p^� <br /> EA.SIDE � � PAD ON CON�OOTING ;�FOOT___ING � ��, � HOft�E... CONT. <br /> e M«.eu�ac v�sau�--- � ° �r�i�rsn�v.csnne M{N. �3 #4 F O R w�oTM ,¢ <br /> �v <br /> �; " � 2Q" & 24' OOTING � <br /> _ <br /> P F O U N DAT I O N EXT E N S I O N FOOTI NG WIDTH (W) <br /> �$, 18`x18•CANQ F(IdTiFfG <br /> �------�___PR�DE�1,���N�,� I F D■ WAL L <br /> FOOTING DETAIL °��'''�'�' � TO SU ITABi�E BEARING PRESCRI PT VE N <br /> ��.,.� �� -- ------ 1/2" = 1'-0" <br /> 1/2" = 1'-0"� <br /> � SEATTLE PACIFIC HOMES, INC. COPYRIGHT (C� 20't3 <br />