VERIFY ALL QIMENSIONS PRIOR TO CONSTRUCTION
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<br /> FOUNDATION NOTES: -- �� -�� .. _ R �__ �.�__�.�__, .�-- � �8 �R��"�,°� � ��� r � �� v.�,�=..� �;�� oF�
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<br /> LAYOUT HERE �� �F� �� �„ {8) 12 K6 SCt�EENED FDN.VEN���„ ��_��� _ ;�„„�����,
<br /> 1. CONCRETE TO BE 5 SACK Fc�=2500 PSI @ 28 DAYS ��� "" � —'�' � _ __ ______ __ __ __ _ _ _____ `` J��""—' � ��
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<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" �' � � � � � �
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<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 /> � �
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<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 �� _
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<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 � � •
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<br /> ANCHOR BOLT INFORMATION: � ' � � � � ' �
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<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC ,�. � �� � � ' � .--- --------- ------------------- -
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<br /> i� � ���-��: � �3�GAR ttiPRlQfr1
<br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: � 8�� � � { t �, f' ; i
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<br /> 1.1. %2" DIA. A.B. PER DETAIL THIS PAGE � � ° � � F"` 0 � � --�p � ' � � � �
<br /> REBARIFQ{?TItVG SCHEDULE __ - _� �—..._— _.. � _ � ' ± ._!
<br /> _. __, ;_ _.
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<br /> 1.2. EMBED MIN 7", NOT MORE THAN 6`APART FOR {� � 4• �.�,�,�ASQ���,�B�� _� , � ----�
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<br /> ONE STORY OR 4' APART FOR TWO STORY �� �- ; ; --' � -��- � -- �"�+'�C�- , � :, � L-�
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<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
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<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'"
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<br /> FOUNDATION VENTILATION: -4��aN�.S�6 � ,r----------------_: N 7, , _.,�r, �t—�F, �.�. , _, r „
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<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' � �
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<br /> � �� a � ' CRAWL GRADE I
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<br /> � °" �—#4 VERT. HOOKBAR� 36"O.C. ` b I i�ITI= I I�!I I�
<br /> p CEINTERED WffHIN WAl.L �
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<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$POST Z Z � �-- ---PT 4x8'P08T WI��.T 1 � p^�
<br /> EA.SIDE � � PAD ON CON�OOTING ;�FOOT___ING � ��, � HOft�E... CONT.
<br /> e M«.eu�ac v�sau�--- � ° �r�i�rsn�v.csnne M{N. �3 #4 F O R w�oTM ,¢
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<br /> �; " � 2Q" & 24' OOTING �
<br /> _
<br /> P F O U N DAT I O N EXT E N S I O N FOOTI NG WIDTH (W)
<br /> �$, 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
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