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VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION <br /> _ _ -,, '��f�' �'-�` -�-� � <br /> ��� �_�z. �� ����`�l"�4���1 r <br /> . �. �,� ���_�,� PATIO � � ���-�� � ����,���� � <br /> F'OUNDATION NOTES. �-- , ___�__ _� <br /> - ��__�=-� ��������� :,�;�t�f� f �,t �� � <br /> ��dr�+:3S'"� � 4F. <br /> ��-�7�� . � ��t�i�� wr� ����"����.�'i��C�� � <br /> /';..i�r il G1.i�/�111 /1�l�}t! _. f � } � /1 ta <br /> 1. CONCRETE TO BE 5 �ACK Fc-2500 PSI Q 28 DAYS ` Y � . ��� ��� {-� �� `�' " �� <br /> #xHMNRR� Q f �� . ...h�.o,��� �, <br /> 2. REINFORCING STEEL TO BE ASTM A 615 GRADE 40 aR � ' � � �,� <br /> • " ' ^ t �� 1 :G�." 16'--&" , 12`-•4" , .�,.r <br /> BETTER � . d • �� `� <br /> � _ _ v__ _ — <br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED � A •` �� " <br /> SOI L � +<t � ` Q M� ,2�x 8TART,K?IST LAYOUT HERE � '~� ts� <br /> s <br /> ` +� r �E '�1 �! <br /> 4. MIN. CONCRETE GOVERAGE OF STEEL TO BE: . �� ��_��� t�� � �� � � <br /> 4.1. 3" CLEAR BOTTOM OF FOOTINGS ° ' ' �"�'°"�"'` � `2' 2� ST",�S }` >` r�' 2" ��`z'D� � <br /> Q . ` � �, 1 � FOOTING SCHEQULE <br /> # t�LATES � f'1- �� <br /> 4.2. 1 Y2" CLEAR Q OUTSIDE OF WALLS ` � � <br /> � �— -- — � _.._ _._. ...— -- -- --_ .� � � _.._ � � � „ <br /> 4.3. �/4" CLEAR Q OUTSIDE OF WALLS ��� ''�"'`� \��� � i � ` ` `` FTG1 2'-0" SQ.x 8" DEEP W/(2)#4 EACH WAY --� v'°j�' � � <br /> -,, , N � -s�� cV FTG3 3'-6" SQ. x aODDEEP W/(5� EACC WAY � <br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE � = I 2"X6"' � EDFOl1 DA ( � � <br /> PRESSURE TREATED �_ STEPPED FOOTiNa 2-0 MAX. � � �N � � � <br /> � � � � I � <br /> . � � � 'TS 6 PLA S � <br /> 6. PROVIDE SOLID BLOCKING UVER SUPPORTS �� �� � � ��- , � � ��, , I ALL COLUMNS SHALL BE 4 x 4 DF#1 U.N.O. Q <br /> 7. INSTALL FLOOR DIAPHRAGM 8� REMOVE ALL FORMS 8� � ���� G � � � � ! I I I I 4 I I I f I a,�l I � � <br /> WOOD PRIOR TO COVERING �,�p � � � � I � I i l I I I I I I I I I I i �„w,�� � <br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL � � I I ! i� � � � � g« �G � � (� ,- <br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS TO BE 18" - � ! � � � �v �„� . <br /> MIN. BELOW GRADE U.N.O. BARS�OING ° ° _ � v - � �M�y <br /> FACE OF ST�P _ � � I �� u * * <br /> 9. ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A ~ A � . �y ,- , - � � � ( � � � � E � � � � � � � k ( - � �� � ,� C.� <br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF �X.,H� � a � � ' in I 0 ' � �r � � _ � � <br /> THE FOUNDATION AND EMPTY IN AN APPROVED ��`Le �- u� ; �� FLOOR I�Q��i �i: ��1�C�I1� I�'��#� 4���1 '�� �J}.�. U.NI.{�l � � �y � I 0 � � <br /> �, � � - _� � � <br /> MANNER �� a �, I I I I � � � � <br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER ,�. � � — — � — ---- - � *� � <br /> FROM COLLECTING IN CRAWL SPACES AND FROM Q � ` � � � � <br /> � d a � MIN. MiN. � � __ ( � � — � � � <br /> LEAKING ONTO BASEMENT FLOORS = a - <br /> k � I I I � ! I i I i i ! I i I i i I � � I �� � � _ � � <br /> s,��c�on� <br /> �i��o��r � ,�i� �������� ' ���_���� � ��i� � � � � � ( ( � � � � � I OPT.�-�� d <br /> ANCHOR BOLT INFORMATION: Q ; � � � � , ; � ! _ � I _ 000R�o�} I I � �"� �, <br /> ------------.--------- �� F«n,� � = o SPREAD <br /> TYP. -REINFORCEMEKi � I <br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC PER� _ � I � � � � -' ANCNOR BOLTS � � � <br /> � � � <br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING: Q I � � �_�-- - a � <br /> 1.1. Y2" DIA. A.B. PER DETAIL THIS PAGE /�2 � STEPPED FOOTING 4'-Q" MAX. - �� f ' �� � � � -- -� � tat-��� � T � � � <br /> e � ( � � (1`� _ �FTG1:, I f FT'G3 TANKI..ESS WATER �PT.�-�" ' y � <br /> � <br /> m <br /> 1.2. EMBED MIN 7 NOT MORE THAN 6 APART FOR '� NTS G (� ; ! • <br /> ' ~,d"� O � � --� � { , I HEATER S WALL <br /> ONE STO!RY OR 4' APART FOR TWO STORY �- � � � I ��� 16"FTG' <br /> 1.3. (2)A.B.'S PER PIECE MIN. � � # < < � FDN. J-BC7�TS BF�READ I ( <br /> 1.4. (1) BOLT LOCATED NOT MORE THAN 12" OR LESS � � ! � Tt} INufDE (THIS ����-� I <br /> THAN 7 BOLT DIAMETERS FROM EACH END PIECE � ��. � ` WALL QN�Y} � �c,��_���� I I � <br /> FOR TWO STORY CONSTRUCTION, U.N.O. * _ _ � �'L J �,,,� � � � � a <br /> . <br /> : <br /> _ <br /> 1.5. USE 3"X3"X3/�" SQUARE PlATE WASHERS AT 8° MIN. - #4 VERT. HOOKBAR � I <br /> EACH BOLT GRADE ' �� @ 48° O.C., CENTERED IN WALL � � �� � � � � � � � <br /> -� I I���I: .f.a. � � r 1) i i � � � �,\ i � � I � _ <br /> _- # � ,. �- � � GARAGE R"WA1 I f o <br /> FOU N DATION VENTILATION:_ �,,��:�;,=, : ` . E HORZ. CONF., 1 L MAX. _ � ��� �F � I . �6" FTG " �_ �TG3 � I ( � <br /> �i l I I� . L�W T O P O W A i 4 C O M P.F I LL � <br /> ' �1 ., �: . FOR Hy8' (2)#4'S IN TOP 12" I � r ' SLOPE 3'TOWARD DOOR � � G A R A G E f ( � <br /> � � � � � �b��a�����..������ �����r���� <br /> • P E R W A S H I N G T O N S T A T E A M E N D M E N T S R 4 0 8.2 .pi° . I I I �� � a'C O M�.F I LL <br /> • 12"X6" SCREENED VENT = 72 S QUARE INCHES ; � � -�'� � I ' I f I ����� ������� ��'������ � SLOPE3�Towa�n� I � <br /> � �� _ � : �, � � � � ! � ��� ��� ���.�� � - <br /> • 735 SQ. FT. /�� - 352.80 SQ IN. 1.2 (FOR SCREEN) _ � ,..;I 4 �� � I { � ; � $� �� ���������"�� �"�' � �"i���� ( fl I � <br /> • 423.66 SQ. IN. / 72 = 5.88 VENTS REQUIRED � - <br /> • PROVIDE (6) 12"X6" FOUNDATION VENTS �' �. CRAW� GF�°`aE � ` � '��" G" 4 I � I ( <br /> • D O N O T P L A C E F O U N D A T I O N V E N T S U N D E R S O L I D ' �� ° ��_�j�_�j�-}k�, -' E <br /> I N � ��' �.�O.H. r�OC�RNC-7 I <br /> B EARI N G , ; I I I 1-1 I I-I I 1=, . � . I_ -- - - � _�I � <br /> �d�I ' i)�—��(�I i I—�� \ � \ � . <br /> • • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF '� � l�1=T-=111- ----__ -__ _ — — — — — — I ( _ � __�n�� �� ��.,�� ��.,� <br /> 90 DEGREE BUILDING CORNER �I 1=If l 1-111� H VY � p � � GON�. �OOTIhk� � GOPil. FOOTlh1C� _ _ � — � --� <br /> 1 I I=�I I� �r�� .�C�� � � � O.H. DOO(�. � t4r O.H. DOOR � � � <br /> � <br /> � �ji�i��_ - - - - - - - - - - - � _.__ — ^ � <br /> �► _� � <br /> '� ��,�I�=' 4'-S' 20" � ------- �n�� o �LaB � � ���� c�� s�,�,e � _ ___..�c---�� � <br /> CRAWL SPACE:_ _,,,� ° _ 4 , , . � . --- > > __.__ — � � � __ __ — — — — — -- �- � <br /> 8-10 24 <br /> 8,�� .`�. � /' .`� �---1 �_ ,� <br /> � (` � i C2) �x s r�� C�) �x s 'vs � L��"' <br /> � ,d, <br /> 1. 18" MIN. CRAWL SPACE / R319.1 � 2 #4 HORZ. CONT. a �`�` S <br /> � � s..� �- �� cv <br /> I._._ � � „ L---SEE GARAGE SHEARVIIALL PIERS DETAIL(PAGE.4) s��n�na�r�+�r�-Pi��n�t'ai�.EPacc�.�> - � ; <br /> 2. R-30 INSULATION IN JOIST SPACE � � �-�� i'-4� F �, N <br /> 3. 6 MIL BLACK POLY VAPOR BARRIER FOOTING WIDTH (V1n 18��sx�s"Q E E P i „ <br /> � � (6'_��, I -� ��'_3" � _q I << pQ w ,�r <br /> 4. 1" MIN AIR SPACE AT BEAM ENDS coNc. Foo�nNG � -o� , _ � � � <br /> PRESCRIPTIVE FND. WALL " �' � <br /> � � <br /> II �_C�" �-1�_C��� ��#-�" 1�'__O�� � c+ <br /> i � <br /> GENERAL N�TES: ��" - �'-0" � <br /> � , <br /> �o�_o�� 40'�" �. <br /> — _ ---� <br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND _ �,,—. <br /> SHEARWALLS MUST BE INSPECTED BEFORE -•--STUD WALL <br /> COVERING � <br /> F NDATION PLAN 2 CAR FOUNDATION PLAN 3 �AR <br /> OU <br /> 2. PROVIDE SOLID BEARING Q BOTH ENDS OF ALL _ � <br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE � _, r „ SCALE 1/4" = 1'-0'" <br /> FOUNDATION FINISHED GRADE—� FLOOR JOIST �E� SCALE 1 j4 � � "O O <br /> 3. UNDER FLOOR INSPECTIONS REQUIRED PRIOR TO � �* P E R P L A N � <br /> 801 LMUST BE ���\�����'�h <br /> INSTALILATION OF ANY FLOOR SHEATHING OR : -..---Y�-��#4 HORIZ. CONT., 12 MAX aMc��.� <br /> DECKING �F��''• � „ BELOW TOP OF WALL � ' <br /> DIFFERENCE IN 80� �d � � <br /> HEIC,HTAT1WY71AIE � �s ' � 'Ef' � � •� • j : , ''. _ � <br /> �,. �as��=��_-- <br /> � 4•COMP.GFtANUTAR <br /> �r/;�i'i�`�j\,.� � C �—_ . ��� fIU. <br /> �1- '' <br /> � � _�.._�._ � �._�eaRrFoozrNc acr�u.€ <br /> A' (8' � 4' BAME AS dE1'A�90.t}W � <br /> �. ��{�•f� <br /> � 18' <br /> t� 4 DETAIL AT GARAGE DOOR W <br /> z "° #4 VERT. HOOKBAR�36" O.C. sc��r-+-o� � <br /> p CENTERED WITHIN WAL.L "��"' <br /> � ' �< ��� 5{-f��4R t�tt7T�: <br /> L1r <br /> SEE SI-t�ET LI �OR SI-t�AR WALL <br /> _�No� 2aw�s�►Tie�a.c. LOGAT3oNS, SI-tEAR WALL � <br /> ��•U!.GRADE TB,G p�yWOOD. GLUE Q4 FOOTING FOOTING NA I L I N� s�F-t�nuL�, � DETA!LS. <br /> AND NAIL W18d 8"O.C.AT EDGES& <br /> _ <br /> SOLID BLOCKING. tfl"FIELDIN FiELD . • DEPTH WIDTH 2K4 P.L PtATE <br /> � —roisr��w S : �, <br /> 4 q'-12' -- 2,-0° — <br /> u����et� , . � �_____ a•coNc.su�s HOLDOV�l1�l SGH�DUL� <br /> — (SEE FIX1N[SAA�� ` . <br /> BMlPOST CONNECTION BEAM PER PIAM ! �a� ` � n � � <br /> 2X40R2X8TIES MIN. (3)#4 FOR -��T� r�r,�t�� �o�r�c��v�f ��s-r�u�ns -rc� <br /> (2}-16d'S TO BM 8 POST � � '�-- ---pT 4x8`PQSf WlMBO FB.T 2�'� & `�4f� FOOTING �� �� <br /> EA.SIDE P(AD ON GONC.FOOTING �TR��' C�� ST�-+��5 1"�I N• U.N.C�. <br /> 8 MI L 81ACKV18GlJEPN 3� �-�-. 4YfQ PT7EP08T8�•GRADE � �( ' FILL MP.GRANULAR T-I ST�`�L�I�Ff I�F RJ ��cg�/C�✓O.)-I�7d <br /> � FOUNDATION EXTENSION #����N� � � � - �-- <br /> - = t�o�ww +, �, {`;`'--__�:�nRr�ocrna�sai� T-2 M�T48 � <br /> �� — '�`'�`�"��"� TO SUITABLE BEARING �w �����°'" `�4,�'�d <br /> PROVIDE POSITIV�CONNETtON <br /> - �8��t�fCu� �X �� T-� MST.°��6 <br /> FOOTING DETAIL ,�/�„ _ �,-0N C���-iod � <br /> aca�3re�.r.o� _ GARAGE WALL DETAIL T-4. r-rs-rc,48�� <br /> _ (�8)-I Od <br /> s�a�e�-r� . <br /> SEE SI-tEET L-I �OR SI-tEAR WALL �GI-tEDULE <br /> —� � SEATTLE PACIFIC HOMES, INC. COPYRIGHT O 2011 <br />