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� � � . - ' - ' . . . ' . � . �
<br /> . . . . . . . � � . . . . . . . . . . . . � . . . . . . . . . . . . . . � E.:
<br /> . . . . . . . . . � . � . � ' . . . . . . . . . ■ �U��/�T��� ■,��ieV• � . . � . . . � .
<br /> . . � . . . . . . . . . . . . � .
<br /> *CONC.TO BE 5 SACK FC=3'000 PSI @ 28 DAYS. ;
<br /> HOLD-DOWN LEGEND *REINF'G STEEL ASTM A-615 GRADE 40 OR BETTER. •
<br /> 34'-0" `FOOTINGS TO REST ON 2,000 PSF UNDISTURBED SOIL.
<br /> 1� LSTHD S MINIMUM CONCRETE CQVERAGE OF STEEL TO BE
<br /> 2 10 8 3 : 3 10 16'-3° 2'-10" * 3"CLEAR @ BOTTOM OF FOOTIN�S.
<br /> �_ �� �_ �� � ��
<br /> ' �2 STHD'I O/STHD`I ORJ * 2"CLEAR @ OUTSIDE OF WALLS.
<br /> * 2"CLEAR @ INSIDE OF WALLS. .
<br /> _ �3 STHD8/STHD�RJ
<br /> � *PROVIDE 112"MIN.DIA.STEEL ANCHOR BOLTS EMBEDDED 7"MIN INTO CONCRETE PER
<br /> _ --
<br /> SHEARWALL SCHEDULE.
<br /> 1 — � — — — — — — � ��` � �_ - — — — — — � — — — — — — — — — � — —� (2)BOLTS PER SILL PLATE MIN.wl 1 BOLT LOCATED NOT MORE THAN t2 INCHES OR LESS �
<br /> ._ _" _
<br /> : �.. �
<br /> r ; . ;; ,., ,,:. ,., . THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. � `�
<br /> I 4 r — — — — -- — — — ——� `-" — — — .-- — — — � — — — _ —_ _ � I ANCHOR BOLT WASHERS MUST BE A MIN OF 3"X 3"(SQUARE)X 1/4 THICK. �
<br /> ,¢ �.
<br /> *CONTINUOUS CONCRETE FOUNDATION WITH STEEL REINFORCEMENT ,
<br /> � - - -
<br /> I , I ��_ �_' ( ' ( *PROVIDE SOLID BLOCKING OVER SUPPORTS. �
<br /> � � ' I I .:�: ( *ALL SHEARWALL FRAMING ANCHORS AND HOLDOWNS 70 BE INSPECTED PRIOR TO �
<br /> COVERING.
<br /> � '� I 1 I :,; I *IF REQ.DOWNSPOUTS SHALL EMPTY INTO A 4"TIGHTLWE THAT SHALL RUN THE � '
<br /> � ;�, � 1 PERIMETER OF THE FOUNDATION AND EMPTY IN AN APPROVED MANNER.. �
<br /> I ,: I � I ' ( : *EXTERIOR FOOTING TO BE 18"MINIMUM BELOW GRADE.U.N.O. W �-
<br /> ! I �; I CRAWL ACCESS: -� m
<br /> I �" I � *18"X24"MIN OPENING SHALL BE SCREENED OR COVERED. m �
<br /> � I : I *INSUL.AND WEATHERSTRIP,WHEN LOCATED IN HEATED SPACE. I�- W '
<br /> I � I � I ( ` � CRAWL VENTILATION: �
<br /> ��� *NET AREA OF NOT LES$THAN 1 SQ.FT.FOR EACH 300 SQ.FT.OF AREA.(WAC 51-51-0408 O W
<br /> � :. � � �:. �1/S-2.0
<br /> SEC.R408) fA �
<br /> I ; I � '� � � *SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESIT Y"MAX.OPENING SIZE. � �:-
<br /> 'REQ'D-_1165_S.F./300=_3.88_S.F �
<br /> , _ I : I � '� ', I *NET FREE AREA PROVIDED PER VENT=14.5"x6.5"/144 x:75=.491 S.F. �
<br /> � ( :;`• � � � i � c.i .PROVIDE:(8)VENTS @.491 S.F.=3.93 S.F. W
<br /> � D 1 "� �� �I :, I CRAWL SPACE: � ,
<br /> N � �� GARAGE .�• �� N *18"MIN CLEARANCE 12"MIN UNDER BEAMS. p
<br /> I �;' I � ( ..'� ( N *PROVIDE 6 MIL BLACK VAPOR BA RNER�TO LAY ON GRADE AND T BE WPPED 12' MIN. � �
<br /> CONCRETE S.O.G. *
<br /> I �' I � I : I RUN UP INSIDE OF FOUND.WALL TO TREATED SILL PLATE. m
<br /> � :'., � ] � �. I PROVISIONS MUST BE MADE TO PREVENT WATER FROIN COLLECTING IN SPACE. �
<br /> I ;;: I � , SUPPORTAND BEAMS NOTES: �
<br /> : ` I , I 'WOOD COLUMNS. Z .
<br /> � :� I � ' t_ I WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR
<br /> t APPROVED FRESSURE PRESERVATNE TREATED WOOD.
<br /> � :'.', ( � I : � EXCEPTIONS:
<br /> - 1.POSTS OR COLUMNS WHICH ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN E.
<br /> I ;.' I � I .: I BASEMENTS OR CELLARS,SUPPORTED BY PIERS OR METAL PEDESTALS PROJECTING 1 .
<br /> I .: ( ���i � (� _ __ _ � ,� 5'_p" W C H A B O V E T H E F L O O R O R F I N I S H E D G R A D E A N D 6 I N C H E S A B O V E E X P O S E D E A R T H,
<br /> :
<br /> AND ARE SEPARATED THERE FROM BY AN APPROVED IMPERVIOUS MOISTURE BARRIER. •
<br /> I ' I � -� � 2.POSTS OR COLUMNS IN ENCLOSED CRAWCSPACES OR UNEXCAVATED AREAS
<br /> -- -- _.
<br /> 2 � 2/S-2A LOCATED WITHIN THE PERIPHERY OF 7HE BUILDING SUPPORTED BY A CONCRETE PIER
<br /> I �` � D1 , � -- --_- _'-- I .� I _-- _.-_ _-_ OR METAL PEDESTAL AT A HEIGHT GREATER THAN 8 INCHES FROM EXPOSED GROUND
<br /> I "- � ° I '': I ___ ,I��7 - - ARE SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE BARRIER. �
<br /> - - - - - ._ _ , e � � _ � � �- - - - - - - - - - - - - � *'/2'MI .
<br /> . . .,. ,....� :: . ...._ ,.
<br /> � -T �` "� � ��� m- �.� N AIR SPACE @ TOPS SIDES,OF BEAM ENDS ENTERING CONCRETE WALLS,.
<br /> ��• , � � ... . .,....... .:� ...,.�. .
<br /> ..-:... .. . , ;.. .., , . _ -
<br /> � •;� ..:.: . :. : ;•. : .... : ,•....... .:, -._. _ �
<br /> �. :
<br /> '` '� •• � j `MULTIPLE JOISTS LAM'D TOGETHER W/2-16D EACH END.
<br /> I ' � �'� `� � — — � — � — � ��� ° o � � *A POSITIVE CONNECTION SHALL BE USED TO ENSURE A�AINST UPLIFT AND LATERAL
<br /> � .._�. _ �
<br /> � .o� -'
<br /> - 9
<br /> O I �. I �--- -----_ ` 8 � ' o ' DISPLACEMENT.
<br /> fL�" I •: ( BEARING PARTITION SUPPORT .
<br /> I �: I � 6/S-4A I : � ° �' � ,7 ; � *JOISTS UNDER AND PARALLEL TO BEARING CONDITIONS SHALL BE DOUBLED.INCLUDING
<br /> ( : I i ��� I � I `� ° JBEARING PARTITIONS P RPIN OJ OIST SHALL NOT BE OFFSET FROM SUPPORTS MORE
<br /> � I .. � : � U ;; : ,, ,�_ THAN THE DEPTH OF THE JOIST: : �,
<br /> , I
<br /> � I � I � � : THICKEN FTG( o � � o
<br /> _ � . I . • • ,
<br /> � � TO 16" @ �
<br /> ri _ � �-�- HOLDOWN I �: � � �' , ''p o �
<br /> _ � `� I ��/ _ ----- � � �:; �` � o 0
<br /> . � � 2 �:Ir/ �.l(asLL�/ �"1"�i -_---�—��� — — - � `�" 2 � �� � � � :
<br /> � -- - - - - - - - - - - - - --- - - - - -- - - �, — � � � ° �� D°— — � ,
<br /> � .:
<br /> > o� ^ ` .
<br /> I ,, �- - - - - - - -- - - -16x12 � . ._ �, _ .__' - � � J ( :, ° P' �� � R319.3FASTENERS.
<br /> s FASTENERS FOR PRESSURE-PRESERVATIVE AND FIRE-RETARDANT-
<br /> 3 � � I ' 2 + I ,;s; I - 18 -- TREATED WOOD SHALL BE OF HOT-DIPPED ZINGCOATED GALVANIZED
<br /> ` D1 4 4 D1 : O STEEL, STAINLESS STEEL;SILICON BRONZE OR COPPER.THE COATING
<br /> . D1 i _CONT. 4x8 DF2 TYP. ; ( •, � 7 WEIGH7S FOR ZWGCOATED FASTENERS SHALL BE IN ACCORDANCE �
<br /> � '= ' r o�1 � °1 � r:, � r'` -) �o� ; 5-0 WITH ASTM A 153.
<br /> �I N • EXCEPTIONS: �
<br /> I .` � �� �—���� � � L�J � � �� � ��� • . I 1.ONE-HALF-INCH DIAMETER OR LARGER STEEL BOLTS. � �
<br /> �' 2 I �,: I ��e I I PERMITTE T BE OF M CHANICAL YD EIPOSTED ZINCSCOATED STEEL LC' ,
<br /> O �` � '� �
<br /> WITH COATING WEIGHTS IN ACCORDANCE WITHASTM B 695, CLASS 55, � �
<br /> � �
<br /> � � -� ( ( �� � MINIMUM.h ASTM B 695 Class 55 minimum. �
<br /> � ``' I :. I G� SLOPE ALL EXTERIOR SLABS AWAY FROM BLD'G '/4" er1'-0" M�N. � :
<br /> G�P,�. U � : � USE 2x10 P.T. RIM JST. or RAISE FDN WALL ,
<br /> ' I . I �\P Q�� � CRAWL SPACE � ; ( ROVIDE#4 OWLES @18'o c�F RSCONNE�ON OF E�XTERIOR SLA�S O �
<br /> I I �#`�D��`� � I �� I 3 ALL FRAMING CONNECTORS REFERENCED SIMPSON OR EQUAL �
<br /> I ;� I �Q�
<br /> , �' 4r � .. �� FLOOR FRAMING NOTEB: � .
<br /> � �: � �+D��pQ N � .: � *ALL FL.00R JOISTARE HEM-FIR#2 OR BETTER U.N.O. �
<br /> � � � Q. � 4 I ' *TYP. JOIST SPACING @ 16"o.c.,U.N.O. �
<br /> : : � 6'-0" 5'-6" ^'�'��'-�°� D1 5'-6" , 5'-6" 6'-0" I '- � _ *SOLID B OCK @ NON T&G�UNSU PORTED EDGES. .
<br /> � E'
<br /> � �� c,`�, PROVIDE CONTINUOUS BLOCKING OR RIM JOIST @ PERIMETER.
<br /> r � � r , � v � '' I �' *PROVIDE LATERAL SUPPORT BLOCKING @ ALL CANTILEVERED JOISTS
<br /> I .; �" ' — ' �';�.�--- . . -f-�• I— : . �� I' — ' I' �' ' ' � � ' ' � ' ( ~ ANDAT BEARING LOCATIONS. ,
<br /> � ;' L � �-"� �— J °' � � -� ° :: I �~" " PROVIDE SOLID BLOCKING OR SQUASH BLOCKS UNDER ALL POINT
<br /> �\ �I LOADSAND BEARING LOCATIONS. �
<br /> I I 5/S-4.0 � � � * PROVIDE BLOCKING AS REQUIRED AT ALL FLOOR PENETRATIONS.
<br /> ' I `I I FTG (6) EQ. SPACES TYP. I ,; I PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT UP
<br /> TO BEAMS OR OTHER BUILT-UP JOISTS.
<br /> O ( '' I U -j I � I '' PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION
<br /> 3 � ; � O BETWEEN JOIST AND CONCRETE AT ALL LOCATIONS.
<br /> I `; I LU210 w/SINGLE JOIST
<br /> ( :! ( — � I ��' I LU210-2 w/DBL JOIST .
<br /> � � *ALL FRAMING CONNECTORS SIMPSON OR EQ.
<br /> � � - - - — �v 36 � � �- � �
<br /> • — t - - - - - - - � - - - - - — —;:� N � ( ` I � �,.
<br /> 3 � �—� _ � � I �_ � I ,� I _ _ � .
<br /> D1 � � � �O �
<br /> � 3 � ' � � �:. � :
<br /> . D1 � � ,
<br /> ( � � � �
<br /> , -118 rP--�18 � �- - - --- - - — r � .o �l � � �
<br /> p � - - - - - - - - � ��--- - - - - - 40 � 4� � � � � � _ e � 4_ �~4 � .
<br /> --�
<br /> 0 3 �
<br /> D1
<br /> : 19'-01/2" _ 14'-11 1/2" - _ _ � �::
<br /> 34'-0" :�.- . � �, ..
<br /> ��'�,� � , ,
<br /> : ' �� ��r����'� �
<br /> ���'��� �r ��,y��'��,�� °��
<br /> _._ . _ . .._
<br /> LIVING AREA - :
<br /> __. ___._ _____ .. ....__ 1165 SQ FT
<br /> e ,
<br /> �° , -��'�.
<br /> �E�'�L �f�.�+�E �'E�JTI .� — � ,, �ti , � y� �
<br /> . L.��I���_.
<br /> _ �; .�; � �
<br /> t .i �.� 3��� DATE:
<br /> �E��� _ '`�.'��� '�=F.� ��� = ��_��. �_F_ �1 r�on�nfi e�n�� vcnrr i nrn-rinni �C) cr° �g �'-„ .
<br /> " . w• ,,�'�'��/Al,'�� � _
<br /> ��.��'
<br /> P'J ET.FF�EE �F�E� f�F���ll E�E f� �EI�".'�E,�T= ,
<br /> �� 5/14/2 018
<br /> �:
<br /> . ,. .
<br /> , . ,
<br /> �
<br /> ��ALE: , ,
<br /> �_
<br /> ; . .
<br /> ��_�����.�,s;� ��.�_� :�� =: �_��.�� �_F_ ` FOU N DATICIN ��� �� � ������
<br /> � _ 1 /4"- 1 '_0°'
<br /> E��.�'�II�E` �: :��� ��:F,. �_"�� �_F_. :
<br /> SHEET:
<br /> �9�''! �� �`����i 1"
<br /> . � �E�/S�VU�� ��� �'��i��� 2 .
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