|
� ; � �� r :;��`=w� f' �t'(a/� °� _j
<br /> zt � s
<br /> � ; �s�,'- �'�.�`��_.0� }a�f �s,,��` �M�� �~`�k �'Y�,�,,/f�f�T' �`� �? �;
<br /> �� ,.. ; � .
<br /> @ !..��4 � �"'!fi ' .. '�J,�,''I �;�r��� a
<br /> � ���� �.d'� ��I������ � ;^9 > � } °� ��� �' �i � �� ��` � `+ � .
<br /> � 4��� � r I -�Ji:,�;�.� .i S� r '��Ut .
<br /> � � i�� ,{�����'i�' � � 5..����� �-w j i{I..�a �'' �� s+-f� (; �� . 3 r p��� . .
<br /> T'6� �9 �'� 1 . �—' �Ss �y,l ��` �
<br /> ��.����1�� ���, �'����`� �� �-s `�"`'' ��� (',�,, � ' ��,Y r�� �=£,�f#� �;�t��
<br /> �, -� a k s" �J rs� K.�. `� �-,i ,�` � �. � 4 #�� ��.
<br /> 10 S GRADE BEAM W� �+P. sr��--�n�_ � �'i� �� � � �;�'y� � � ��f, � :t-.�,�` ��� ;� -�{� � �
<br /> Q� t�3 , �" � x� �� �
<br /> 112'-8" 2 5 TOP AND BOT, TYP. c-�� �`t`-�' ��, w , ,�4,_= �,�r� :s=�t3��) ,�� �-; <<� ���� ���' �t�� �� .
<br /> �� �# � �� �� .��°�'t ti�; ,..:��::�� �_ ' �
<br /> .��:�..3 /<,S I�'��ti.L S`.�S'�ti'' ��t �`��,�` ,�� ���, ��t
<br /> � 18"x18"x10" FTG W (3)#4 EW BOT '_� ��i, �}� �`I��; �i '��:;,`
<br /> „ „ a �a�5; ��
<br /> W� 12 x12 CONC PLfNTH TYP. � ����a�� �'� � � ��
<br /> �i �#�' �� ��,
<br /> t � , 1 �i��4 r�'� ��'� ��� , �q?
<br /> 15'-4" 15-4�' 25'-7��� 6'_p" 04l1312017 �..� �' ��`�-� : �
<br /> 8" , 2'-8" 12'-8" 2'-9�2 12'-7" ' 5`-9" 1�'-6" 5-¢�2 �,t � �� � ^ �
<br /> �����.� � �.� � }� �� ��� :
<br /> 1'-Qr> 9» 9,� �,_Q» 1>_�,� g,> 9„ ��_�» 1�_Q» g,� -3" 12 1'-3' �} _ '
<br /> t'k . �' � �, �' �. �.� ,�. .�
<br /> Y
<br /> »p� 6„6> , ,�6� 6»6� _ 2� 6�.6� D2 r-s. i {a ,s ,,p
<br /> 0 0 � -
<br /> 4'-3� ,� O ' ' ' O "� 4'-3� „ O ' ' ' F1,5 4-4�4 __^I S6. F1.5 ' X �----------------------1 x---------- ------- --� ; '� ' �,r
<br /> �4 f1.5 r1.5 �� F1.5 .�.� �s:�3[i�� �;�1,�t�/ -�����3 ' �.�+
<br /> . _ r--� r--� r--� r--� r--�
<br /> ---- -
<br /> -� ---- � , . r--- --------- ---�� ---- -� _: r-- ----- - ---�� ' ---------- i---� L_� � � .
<br /> �� r—� -- � --- /���\ __ �� ���� __/ J' '�,/'_ ✓�\�/' / � �.'—\_ � ft sf��" �±iii�� ��'�� ; iEltjYC� t `���,i,=
<br /> �:----- --------- =`�c�- �" 3�12 CONC. SLA� � �� �
<br /> ---------- --------- i� � �� t,.
<br /> Q L J ���� 4-0" � �� � � 4-�J" L��J� �� I � � � ;� r ,� 7� s'� `(it�
<br /> D1 So.O h2.�.�#5# 7l'(� I '� .:���5 f�'�_
<br /> i I � = I I I I � = I I I I STr-ID14 � � � �n �tlel�: tit,r Lx 4 r��€(io�c�r��it'�rE��t :ir��:
<br /> -� STH 14 I I � I I '�. r-----� STH 14 I � I I r-- n-'�� I I I � � �� . -
<br /> n I � I I °� � 5 N I n I - I I c° � _ THD14 I 3�2 \� � � � 1�2" I -3h D2 I THD14 �
<br /> I � I I 3�2 I � � I � I �`' I I P6
<br /> � i � i �2 � � i �. i i � C�N�. .� i i �
<br /> C• � P4 ' I i � � i �- � CONC. � Pa � i i i i � P4 � �- � i i � ;
<br /> B j � � � �T D14 i SLA� I I I � � �SLAB � STHD14 I � � _ 5052
<br /> � REGISTERED
<br /> a ARCHITECT
<br /> �.._ ._ _ . _._.. . ._.. , _ ,� . . _ _ . - �
<br /> __ _ . _ _ _ ___.
<br /> i ' __ _..._ o ; � o _ i .
<br /> I ' I I 5 � � .__ I g; P6 �, � �
<br /> _
<br /> _
<br /> » N p'-O" `�' ��,
<br /> , + D2 � 12" DP MAT SLAB
<br /> ' - -��: �
<br /> _ _.. _
<br /> W�#5 @ 12" O.C. \ STAOB OF WA HINGTON
<br /> : ' 2P3 HDU14 � P4 STHD14 � � E.W. TOP AND BOT. P6
<br /> I ` ? '�/ ,_� ` THD 14 °N
<br /> , D2 STHD14 �
<br /> DP MAT SLAB i 12" DP MAT SLAB 5
<br /> #5 @ 12" O.C. �1 W�#5 @ 12" O.C. ' , D2 � 2 1 I �, .
<br /> TOP AND BOT. 6 11 � �.W. TOP AND BOT. � � ' D2 �� DZ P3 �
<br /> _ ' D2 S6.0 `F : ' j' � P6 � P6 j F'�
<br /> O O � � m � �N �A
<br /> �
<br /> +0'-0» ' � ' j , � +0'-0" � � � � HDU11 � 0'-0" '� � ��'`
<br /> . ' 3'-9�4' ' I ` � P3 1,2 �c�v STHDi4 CO -
<br /> , HDU8 i '_ � S�.3 � HDU8 �-;,:
<br /> ; P3 � HDU8 POST � � cr�
<br /> ; I - �.;
<br /> ; ; ' ' '' +0'-0" ABOVE� � /� . _� _ _ , �'_ � z
<br /> O � ,
<br /> � _. _. ._ ----I- _ .. � - - � '� �, :=�.
<br /> , ------ �
<br /> � _ _.. . ---- ------ �--
<br /> -----
<br /> I : \\_ j I V �.;
<br /> � � Lil „v ,
<br /> ' ���/ � _. _ I; � r>^
<br /> Z �
<br /> � � � � 0 �
<br /> �d� i �,�2» 'cv cA U
<br /> \ . _. \ \ � m � 10'-8" 2-�3�4 � -9�2 , 6'-0" ' � ' �.
<br /> f 1 I W U
<br /> � i i ; , � ,r �j `�j ' i ' � i � � ' � cn � Y i� �
<br /> � � 4-5�2 �n in I � 3,_83�4,� ;n ;r, � � _ .:L
<br /> � _ •
<br /> ` I ' 8 0'-0" W c� a N
<br /> Po" P 6 P6 ( '' 5-4 D2 � Q
<br /> � i - O m
<br /> I , , I co co
<br /> "�.;
<br /> o ' o � o _ I D -31h" o S� \ ; o r. °' ���
<br /> _.� � 9 � _ v�i � � � � a
<br /> � � E � � � ,� � � o � �
<br /> � , � � � � �2 I N � STHD14 � r � ;"
<br /> 4 3
<br /> ; I
<br /> I . ' ( � �' I (� � �� Z fr`jJ .
<br /> 6 � 6 , i �N -- .
<br /> � �
<br /> �'� 02 "d- D2 1 � 9 �i I I I I �
<br /> � ' � � � 1'-5" 3 -8�4 S6.0 N
<br /> i 11 � � 11 I I I I
<br /> _ .
<br /> � S6.0 i `_._._. .,.._. _.. ._ � S6.0 � , � � - I I I I � w
<br /> ___.._. __... ._. 9 � , D 2 �
<br /> I I I I "� `"
<br /> �2 -- --- I � I I I I � � n
<br /> ' ' � N I I I I � � '�
<br /> �
<br /> I ' I P6 = P6 ' = I I I I � ; c �
<br /> � � � I I I I \ o
<br /> � � � � �
<br /> � i � i I I I I �' �
<br /> 10 I , ( rn Po � -�--�----J--�-- o� C'�
<br /> --- — -- ------ I 5'-4" 5 -1 I �
<br /> . : _ �
<br /> � . � , N 9 � \ D2 i j � � �
<br /> I ; -3%2�� I o D2 �°_�°° � a � I I o � � � Q
<br /> I I -�- �'-
<br /> � T0'-p» � I THRROQ�� `- I i �^ � � r
<br /> � I ; - � � F O R H D U 5 � � � n
<br /> o , „ � o I � + , ABOVE L— — --._J `� � .
<br /> i B- ; 0 -0 g_ i B- HDU5 : D2 � 5 P6^ -7�/z" ,�- �
<br /> 1 x7 S1.4 � ; S1.4 SWSB1 x7 S1,4 � HDUS � = " � .
<br /> , fi� D2 +0'-p„ �n �'
<br /> � � HDU _
<br /> HDUS 20'-6" HD 8
<br /> . � —� I � � � __; � o —� I - �- C�1 �°
<br /> , ., v
<br /> °� � ` � � � T �
<br /> ( ; i D2 i � �N �, _.._._.. � . __ _ I-3�/2" i . __... ._ _ � � Q
<br /> � 3/2 I �� � _ ' I I � � � a �
<br /> . �� _ �„ ' i CONC. I CO 18 11 „ � —» 11 18 � i I 11 l 8 � � �
<br /> D2 �� SLAB � i� S6.0 D2 -7�h ' i:_.__ _. -7%z D2 S6.0 N ' I __J 2P3 -7�/2" D2 S6.0 2P3 � STHD14 � �
<br /> L�--- � � �
<br /> L__—_J I
<br /> . p � .
<br /> . . i ———— ————————————————————— .
<br /> ___________ __.__J
<br /> 4 2P3 N 1'-0�, �,_Q,� 2P3 3/» � -
<br /> CONC. �
<br /> _3" 1'-S�» 3,_8,� j,_6�» 8,_3, �,_���,I $'-3" SLAB ' .
<br /> ;; r-
<br /> 1'-4" 4'-0" ll'-4" 1'-10��� 10'-3" 2'-0" 1'-3' 3-��2 2'-6" 16'-3'� 2�_9» 6„��, 4,_6�. ���, � II
<br /> �
<br /> 15'-4" 19'-0" � 25'-7�2" 6�_�» �
<br /> �
<br /> 68'-8"
<br /> �r-
<br /> i 11'-8"
<br /> � �
<br /> �
<br /> �
<br /> � �.1 � L � 1 NG �'�PE IF FC�UNDATIC�N PLAN �' �
<br /> ,,���_1�_o�� � � �
<br /> BUILDINGS 2-4,11,12,15,25 & 31 � �
<br /> � �
<br /> � = o
<br /> � � �
<br /> � � �
<br /> , , .� �
<br /> FOOT [ NG SCHEDULE � �
<br /> � � .
<br /> FTG. SIZE QEPTH REINFORCWG REMARKS � �
<br /> � � � .
<br /> � ]8" x 18" 10" WAY#BOTA � > �
<br /> FC.� UNDATIC� N I� OTES � W �
<br /> � �
<br /> .._ �
<br /> +33" EI EVATION AT TOP OF CONCRETE —a LOCATION 0� DOWNSPOUT: REFER TO Si-icETS So.O FOR TYPICAL FOUNDATION DETAILS. �
<br /> PROVIDE TIGHTLINE AND RISER BOOT �
<br /> +20" FfN(SH SLAB ELEVATION REFFR TO GENERAL STRUCTURAL NOTES SNEETS S1.0 & S1.1 FOR � O
<br /> � F.O.C. FACE 0� CONCRETE ADDITIONAL REQUIREMENTS. �
<br /> � GROUT REQUIRED @ POST BASE
<br /> CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED. �
<br /> PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. � •
<br /> •••••••••••••••�� R-10 PERIMETER INSULATION �
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL o �
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVFR &" FREE DRAINING BUILDINGS. MAY BE OMfTTED PER CIVIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED W -
<br /> sw# SHEARWALL TYPF - REFER TO 11�S1.2 FOR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1�8"�FT AWAY FROM BUIL�ING. �
<br /> ANCHOR BOLTS � 1oh No.: 13-47
<br /> �' HD # �OLDOWN TYPE - REFER TQ SCNEDULE 6 S1.3 BOTTOM OF ALL TURN DOWN EQGES SHALI BE 18" MINIMUM BELOW � Sheet Na.:
<br /> a�_ � ADJACENT GRADE UNLESS OTHERWISE NOTED,
<br /> �
<br /> m
<br /> , ; �
<br /> i Sheet Order: /� � � F � � � � � �
<br /> _
<br />
|