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- VERIFY ALL DIMENS{ONS PRIOR TO CONSTRUCTIQN
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<br /> FOUNDATION NOTES: sTa,Rr�oisr �� 3° �_,-� 2_e. �._, M��� so�-o•� �
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<br /> LAYOUT HERE I �i , �i,�„ �a�iz-xs•scaeeNEOFON veN��, �R ��, OP
<br /> 1. CONCRETE TO BE 5 SACK Fr2500 PSI�28 DAYS - .
<br /> Z REWFORCING STEEL TO BE ASTM A-615 GRADE 4D OR '� —� �
<br /> BETTER �� ^� J
<br /> 3. FOOTINGS TO REST ON 1500 P.S-F.UNDISTURBED � � <�
<br /> SOIL � � � . �� � OGOR LOC; 3I� '�,io V
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<br /> 4 M�N.CONCRETE COVERAGE OF STEEL TQ BE '� Y _ `-s�� m � � ^.
<br /> , 4J- 3"CLEAR�BOTTOM OF FOOTINGS
<br /> I L , 2X 2H p2 16' A. ZX72HF# 192" � �CHORBOITS � � ` �
<br /> 4 2 1 yZ`CLEAR�OUTSIDE OF WALLS _ �g-Wqu I , b'WALL ' �� .^ "'
<br /> 4.3. '/�"CLEAR(a�OUTSIDE OF WALLS �� �6�FrG ' � � � �z'FTc _ Q� ` �
<br /> I 5. A L L W M B E R I N C O N T A C T W/C O N C R E T E T O B E - 1 W P C E '� � a'WUL � :�
<br /> PRESSURE TREATED ,`" I s'"'�:&^ 4 t6'Fie �
<br /> 6. PROVIDE SOLID V V� - �..
<br /> BLOCKING O ER SUPPORTS
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<br /> Z INSTALL FLOOR DIAPHR,4GM 8 REMOVE ALL FORhtS& '� �, _ _ ��;�uRry ' ��2
<br /> WOOD PRIOR TO COVERING ! -� � �
<br /> 4 ' PROVI6E 78'X 18'
<br /> 8. FOOTINGS LOCATED INSIDE OF CRAWL SPACE WfLL ��-- � �;� � . � ,\�� ,- puaN.eucKoui �, U i
<br /> BE 8"BELOW GRADE EXTERIOR fOOTINGS TO BE 18" ' � -,�- MyH; �� ��
<br /> MIN_B E L O W G R A D E U N O. � � vr I �.,o o=a2 .ma rz _ , FTG° 'r o-
<br /> � 9. ALL ROOF DRAIN DOWNSPOUTS SNALL EMPTY INTO A � � P°� ,�rG� _. �i�ci� � -�. �v �
<br /> 4"TIGHT LINE THAT SHALL RUN THE PERIMETER OF r--.� ._' — GARAGE�Z CAR� � n , �
<br /> TFIE FOUNDATION AND EMPTY IN AN APPROVED - � ^ �� ,,��, ��3��;�� � GARAGE(3 CAR) � 3
<br /> MANNER O F7G1 xioorn � �.�o��a �ooFr �� 6•wau ' � V �
<br /> 10. PROVISIONS SHALL BE MADE TO PREVENT WATER � � �v � � '�`Tc I s�oaE3r�o.v�,+iro`a� � �' S �
<br /> FROM COLLECTING IN CRAWL SPACES AND FROAQ �, ,'��. •I, , � > F
<br /> LEAKING ONTO BASEMENT FLOORS ,- = I 18'x 2 �CRAWL'� �v � � � �S
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<br /> ANCHOR BOLT INFORMATION: �"""°`�` I , , � ` � � �
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<br /> �ca�c..�e III _ _ ' ' L_I � �
<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � - �'�. e �
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<br /> E N G M E E R I N G T H A T S U P E R C E D E S T N E F O L L O W I N G: � �
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<br /> i_1. ,z DIA.AB.PER DETAIL THIS PAGE . -
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<br /> 12 EMBED MIN 7",NOT MORE THAN 6'APART FOR .<� _� � •--�`�^s�T^a��A+' _ � _ �_,•
<br /> ONE STORY OR 4'APART FOR TNlO STORY � `- �� �� �, � �-'
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<br /> 1.3. 2 A.B.'S PER PIECE MiIN_ �� ' � n �
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<br /> 16'PfG
<br /> DETAIL AT GARAGE DOOR � � ,
<br /> 1.4. (1)BOLT LOCATE�NOT MORE THAN 12'OR LESS - � � m, �
<br /> THFW 7 BOLT DIAME7ERS FROM EACH END PIECE Q __ __ _ ��,�„F � � �'a � ����
<br /> FOR TWO STORY CONSTRUCTION,U N.O. _ t � �R � ' _ �' '
<br /> 1.5. USE 3'X3'X'�s"S(]UARE PLATE WASHERS AT ��,.64.<. - - P w PI-9� � :r
<br /> EACH BOIT ' - � �- raorar3coii� � �` �
<br /> _�B'0x18'DEEPI
<br /> �F.� y W CANC.FOp71NG� 18'Oz18'OEEP � . .
<br /> FOUNDATION VENTILATfON: � �� �„_� _____ __ _ ��.F�,�N� �� �L �; � . �� `�Y �'�T
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<br /> • PER WASHINGTINJ STATE AMENDMEMTS R4082 � � � °�""�'" � � � rhs•
<br /> • 72"X6"SCREENED VENT=72 SQUARE fNCHES � � '�� �.�_ _,�;x'�� i �..rE. ,�` 60'-0"
<br /> °���`� ' .���x>,
<br /> 91D S4.FT ,�u� .� a � --�'��°��w"� s' o nf 6_, � 5 i-icJ��. i�-io� p pp /'�/�pqn
<br /> ' 3ao=436.80 Sfl IN.'LZ(FOR SCREENy � -�- � c, � G s � J .,-.___ __� �ft D� C/-�I\ t,J/yi�/y ,l j
<br /> . + 524_16 SQ.IN.172=728 VENTS REQUfRED �` rLATc� �[-, 3,���n O
<br /> + PROVIDE(8)12"X6"FOUNDATION VENTS � FOUNUATIQN SCAL.F��I iA"=1'-0
<br /> • DO NOT PIACE FOUNDATION VENTS UNDER SOLtD �ARAG�E WALL DETAIL i�,�„
<br /> 14�_p.� :7�_G��
<br /> BEARING
<br /> • •FOUNDATION VENTS SHALL BE PLACED WITHIN 3'OF `._�"
<br /> 9�DEGREE�UILDING CORNER FOOTI�IG SCHEDULE �
<br /> CRAWL SPACE: -�*sH�AR N�-� �
<br /> �TG1 7�-0"SCi-x B"DEEP Wl(2)#4 EACH NdAY 2 CAR
<br /> F Q U N DAT I O N P LA(� SEE S��E r�, ��R�A��AL�
<br /> 1. 1$"MIN CRAWL SPACE/R319.1 �T� �'-�"SQ.x 8"OEEP W!�3)#4 EACH WAY OPTION �oos�'rious,sH�,atz wn��
<br /> FTG3 3'-0"S4.zi0"DEEPWi(4)ft4EACHWAY N/�i�i*i=�scH�ou�e, e �ero,i�s �
<br /> 2. R30 INSUiATION IN JOIST SPACE ��4 3'-6'S�-x 10"DEEP W/(5)#4 EACH WAY SCA�E: 1l4��_ ��-0°
<br /> 3. fi MII..BLACK POLY VAPOR BARRfER �+o�nown� s�++�nuLe
<br /> 4 1'MIN AIR SPACE AT BFAM ENDS i..i,�r�r NOLnowr�.� rnsrENt:.e�- � �
<br /> ALL CCIWMNS SI-IAI_L BE 4 x 4 DFt41 s't'r�a,F c�;sTur�s r-*:rv .ic�c.
<br /> GENERAL NOTES: T-� �,,i���4,�.��_, �=a�,��C,-�e�
<br /> T--2 MvT'48 i�4J-Ibd �
<br /> 1. ALLHOLDDOWNS,FRAMINGANCHORSAND -r-� r�sra.�6 !2ti-in�
<br /> SHEARWALLS MUST 8E INSPECTED BEFORE I; � siu�wnL�
<br /> COVERING r-� r-isTcnc���� ;3�;_�,��y
<br /> � 2. PROVIDE SOLID BEARING�BOTH ENDS OF ALL � —aa veRi.HooKaaR �
<br /> 8"MIN SEE SHEET L-I FOR SHEAR WA�L SGrIEOJLc
<br /> BEARING BEAMS AND GIRDER$TRUSSES TO THE j GRADE _ � @ q6^O.0.CENTERED IN WALL
<br /> FOUNDATION FlNISHEDGRADE-• FLOORJOtST '� - '�-�
<br /> 3. UNDER FLOOR INSPECTfONS REQUIRED PRIOR TO �-��peR p�nN Ir_�I- � '
<br /> INSTALLATION OF ANY FLOOR SHEATHING OR - �- nn HOR¢CONT,12 MAX ��-;' � HOFtz.CONT.,12"M,vc.
<br /> DECKING � : X BELOW TOP OF WALL ��� POR H>8'o(2)Nd'S IN TOP 12'
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<br /> F= .•! � � ' � �. I �
<br /> �c7 � 'io CRAWLGRADE
<br /> z ' �#4 VERT.HOOKBAR @ 36'O.C. � I -'I I- '
<br /> ~ CENTERED WITHIN WALL � - T
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<br /> y�naao.�w��in�'sn
<br /> fOOTING', FOOTING 0'd' 16' �
<br /> � � DEPTH WIDTH �� ` 6'-8' 20'
<br /> � �� ���� B') p 10'47 7-0' ,S'-7�'�, 24"
<br /> =�:�- �= ;,� �
<br /> ��� ewawsr $ �. . rroe � ; .__(2)#C HORZ_CONT.
<br /> .ie�.�vro.c�-i't..`T�-' L"Rar� � Miti S3�#4 FOR ,,.Gm 4 �
<br /> -- 20'&24 OOTING
<br /> ` .�=� �""`�� FOUNDATION EXTENSION F�aT�N�WIDTH(W) N
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<br /> � FoorwcoErni� TO SUITABLE BEARING PRESCRIPTIVE FND. WALL
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<br /> SEATTLE PACIFIC HOMES,INC.COPYRIGHT C 2013
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