|
114'-10"
<br /> 19'-1" 1 S,_4" 15'_4„ 15'-4" _.
<br /> 1'_5" , , �r 5,, �,_��r> 8, 3„ 5'-5�2" 5'-5�2" g�_3�� 1'-7�2' t'-7�,� 8'-3,�
<br /> 16 -3'
<br /> ;` ,��
<br /> , ' s �,
<br /> I ' � � � � � :� � >� � :�
<br /> � ��2» �1
<br /> 18 �
<br /> Qz � ss.c '�; �w�� ; C � ;,� �,� � `��::.� �
<br /> � m � �
<br /> ,.
<br /> B- 18 B- 11 18 5 8 8 5 18 11 ;
<br /> P3 P3 ; 25 C��#x�[ �/�y, S�►k#e �t£� ; -
<br /> S1.4 S6.0 S1.4 D2 S6.0 D2 S6.0 S6.0 D2 S6.0 D2
<br /> Ki�kl�n�,W�sh�rn�t��► 9���3 �
<br /> �
<br /> SWSB 18X7-� HDU8 NDU8 .Q � r"-�- i �,P ���4S4'7��,�f! � 4��E�i$,�2€��5
<br /> � -� � - � W1 W1 i � I r ---- - - --- '�f�s� �N��u �r��l�ra,�t��t�r�h C�r� : .
<br /> � � � N ' 0'-0" 0'-1 oYz,
<br /> . . . . . . .. . .. ' . � ..:.�..._. yd,,..�_.. 3 �...s... �.�_,y....,.... . . _..,e--i �-� .._...-..,,..._,�_._''' A .-"-.--"'r i
<br /> � � �. __._.._ _,.,._ _,�.__ 4 _�. _ I J BLDG 30
<br /> r � r �------ ---------- ---- ------�- �
<br /> � - ---- --- --- -- --- - -- --
<br /> - ------- --- --- ----
<br /> \� } �� -0'-6�� � » �� � / 0'-Q" 0'-10Y2' 0'-0" 0'-0" 0'-10Yz' 0'-0" I - '-5%")
<br /> 5052 REGISTERED
<br /> j ' -0 -10Y2 D2 -0'-6" � � ARCHITECT
<br /> : I (BLDG 1 6 (BLDG 1 (BLDG 1,30 6 �
<br /> F I -1'-5Yz"� D2 -1'-5Yz") 12" DP MAT SLAB ' -1'-5Yz") D2 1 � �
<br /> � �
<br /> � ' P6 W�#5 @ 12" Q.C. ROBERT E. WEIBLE
<br /> D2 j E.W. TOP AND BOT. i 0'-0" E� � STATE OF WASHINGTON
<br /> ; 0'-0
<br /> ; I � -
<br /> 8 t O -o � i � P6 I P6 �
<br /> S6.0 � I
<br /> 41 ' �
<br /> i I P6 '
<br /> � I I g» TYP. ��� � I F � � ^ � .
<br /> � � I T D 2 z Q °w- �
<br /> � � 0'-p„
<br /> � � o i- a.,
<br /> � � P6 0 , o P6 � N �
<br /> 1 I � o � � o _
<br /> � � � z STEP STEP STEP �
<br /> 3 � � ^ STEP � STEP � � VARIES VARIES � ��
<br /> ' � I ^ o VARIES VARIES � � VARIES VARIES � o o �
<br /> t i � n cn v� , �r- � 91 � �
<br /> � � o �" o S6.0 m �
<br /> J � �
<br /> �, � � �' �1 � 11 � 0 2 � .
<br /> � .- (BLDG ? s6.o _, � w
<br /> � ; � o -1,_2>,) 13 9 m 13 ' 56.0 �13 m 5 � "' �
<br /> ; ; � P6
<br /> 3 '; m -0'-7" S6.0 D2 0 � S6.Q , S6.0 � a �� _.m�_�_�= W � .ri�� � ,� .
<br /> � �-- i � 9 (BLDG 1 (BLDG 1,3Q 9 � i �
<br /> o � ; I � � � -1,�2»� -�,�2„� cn � , o r �
<br /> .���.��__�..�.�
<br /> ��...
<br /> � �. E �.���...,�.�._, � P6 P6 � D2 » ' t D2 � P6 �._. � � �
<br /> ,�, � , � � ,�..�� _.�. _ __.a� -0 -7 � 0 -7� �__.� .�. ��..._ ; � i �
<br /> t � .
<br /> D2 ° �__.,..�.e_.__ _ �- o __. �... �n�..W..,�. _.._ .,._._--___�.__ .v. ; ,__..._�._..._....... f ._ . �
<br /> , u.��..�_____.___W_�-Tm.� ______ __�, � � ,� �. _�u, �,_
<br /> ; � � ' � �� �� �- F ,. i _ �... .�..�,� o � - i � 10 1 u;� �� .m.
<br /> � � o
<br /> � I s 1 I � ; � �o _LL.�. i �o ! i 1 � �
<br /> I �.�� �Y �__d�...�._.�w�._.�� �_�.�...e...=n,.��, �._...v.... �..� I S6.0 � ed
<br /> � ' � � I
<br /> � I � � s _ � i I 1 � I ..�
<br /> S6.0 � I � ; t i HDU8 E � � , i 1 � � ; o i ; ! I 1 I � � �
<br /> _
<br /> � _ _ . ; �_�..�� 3 HDU8 � � � :.�.�w� .� ,��.. � ' b � � � � ' _. � I ! � ! � � '�,
<br /> , � , � . �a; � ,� � . � , ��p � � �_�-__ �--. �
<br /> , �,:�.���.�.
<br /> 3 � 4'-�" 5-2/ { � 10 � � � � , i� � 3 ; '1 �_ �_{ I 2 , _.��.� a� �
<br /> . � � � � , , � � S6.0 � ; f I p� I j 5-8' 3 2' � �
<br /> ' S6.0 � `
<br /> � � � � I � I 3 ' 1 ' . � . � � � � � o c.�
<br /> . . � � s € a � I , " I
<br /> , , � - Z
<br /> ' � ' � S(M. , J � � � ' L, _._._.��.l }�
<br /> �,�._u
<br /> 3
<br /> i� i� F6 j � 1 � r , i.�t �_3 1 � �__. � pg -N
<br /> .�..�._
<br /> I I �t '�.m,._, � .__. -�! ��'_`"__`�"_� � i � „ � � � ,
<br /> � � � � i ..`" ` � .__� !`"�.._.�.......�_.��_�._..� � 5-8,. 3. 2,� g�_6�� f � 6'-6" 3'- 5-8" f t �
<br /> WE_�
<br /> � � _� � ; � � _ ! [ �
<br /> 3 I �€' i� 10 � = P6 =N P6 � � � P6 �N pg � } . .
<br /> _,a � � S6.0 ' } \ 3 � � \ � s �c, tD
<br /> 3 , � i I i 4 � i I i � � �;
<br /> 8�4' q.'_7" 3 I I 2 � i } 2 , » "' ' � a- o
<br /> � � D2 ` : i � D2 0 -0 f 3 � � N
<br /> � 14 7 ' 3 : 1 �2 1 � ; I i Q r
<br /> i ; � �
<br /> I S6.0 D2 ' , � f � 12" DP MAT SLAS � �
<br /> � I ! , ,>
<br /> -; I � ; P6 � s i ' � W/#5 C� 12 0.C. 1 I
<br /> 14 �
<br /> � - --- -� j r I ; i 1 E.W. TOP AND BOT. i i STHD14 S6.0
<br /> =� ;. _ _�..w�..�.�.5 ; � � � j j � � d
<br /> �- �� � = 14 7 y.�.. i � i �� � ----- ---
<br /> ; , , 7 14 a k - --- �
<br /> � � STHD14 STHD14 3 1 � ' 1 ; � � �' �-- �
<br /> � HDUB-W POST UP TO MID LVL � S6.0 D2 D2 S6.0 ' �`� �`�`�'� ` �
<br /> � � / � STHD14 � � HDUS � � ° NDU8 � � STHD14 ( f v.�.� � � � t'
<br /> " � � � � � N R'S �; o
<br /> � � I � E � 1 �
<br /> ,
<br /> , \ I -3/z 3 � 1 7 ; � � - ��- --------�-'------ --� ---- ----- ----- �-�' i N ,
<br /> � � � � r Q
<br /> --- ----- --- - - r,
<br /> , -----
<br /> �i 30"x30" �' � � I D2 56.0 1 L_ _�m..�...._�.� �.�1 �.W,_� .� w._.� �..,. .__�...�..__.a �, N A-
<br /> "' FTG CAST � � � ' � � � � l 1."� � � t � j I � I�"', i� p3 � � .
<br /> ^ �
<br /> L = j I �
<br /> IN PORCN I P6 - ------------------ D2 � ? l „ ,. i � �
<br /> � SLAB � � ��. . _r� e .� �z � 3lz -3�/z � � � "�+
<br /> � �._..�_�,_�__._..__.. ' P 3 P 3 ( N �
<br /> 6x6 W �
<br /> CBSQ66 ( j j 4X4 W/ A 44 POST BASE 4X4 W/ ABU4 OST BASE j �, _ �
<br /> : � � � � T V
<br /> �N POST BASE l ^6" �, � � P4 �.r, I - 17 17 j ' � Q � m Q
<br /> i �---� 1 7 r � �� -5%a" D2 D2 -5�/4" � � �
<br /> o >
<br /> � 9B D2 ^ ---------- -- -- .-- -- ----------__�---__ � � �
<br /> ��-.' ����.���
<br /> T��� L
<br /> � . . . . . � � � �
<br /> S6.0 I I 4x4 W/ ABU44 � \ \ � � �
<br /> L- - � ' POST BASE �
<br /> \ m
<br /> gg 4,_�„ g» 9» 4>_�,� gB ,
<br /> 11�" � 6,_Q/4„ � ,� 5 �, ���» S6.0 14�-63�8» _ 14'-63�& S6.0 11�„ 7'-10" ��� � p
<br /> 11� 11'-8�8
<br /> 7'-11�q" �; �
<br /> a ll
<br /> CONC. STEPS AS NEEDED `�' �.
<br /> TO MEET FINISNED GRADE r
<br /> � U 1 L � I I�I G TY P E C FOU N DATION PLAN �
<br /> 1/4°=1'-0° BUILDINGS 1,26,29,30 �
<br /> � � ,
<br /> � �
<br /> o � .
<br /> � �'
<br /> � � Q
<br /> FOOTING SCHEDULE W � � U
<br /> �
<br /> � �= N
<br /> FTG. SIZE DEPTH REINFORCING REMARKS � � N �
<br /> � �
<br /> C
<br /> (3) �4 EA. .� � �
<br /> � 1 8" x 1 8" 9 0" WAY BOT � � L '
<br /> FC� UNDATI4N NOTES � � °' � �
<br /> W � > Z �
<br /> +33" ELEVATION AT TOP OF CONCRETE -� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � W �
<br /> PROVIDE TIGHTLINE AND RISER BOOT .;.r O
<br /> +20" FWlSH SLAB ELEVATION REFER TO GENERAL STRUC7URAL NOTES SHEETS S1.0 & S1.1 FOR ■� �
<br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. _ �
<br /> � GROUT REQUIRED Q POST BASE / „ � �
<br /> CONCRETE CURBS STEMS ARE 8 UNLESS NOTED. O
<br /> •••••••••�••••••• R-10 PERIMETER INSULATION PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM TNICKNESS. � �
<br /> REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRlER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL �
<br /> SCHEDULE GRAVE� OVER FIRM NATIVE SOlLS 0� STRUCTURAL FILL COMPACTED �
<br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FQR TO 95� MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDlNG. o �
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SNALL BE 18" MINIMUM BELOW U �
<br /> �- N� # HOLDOWN TYPE - ftEFER TO SCNEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Job No,: 13-47
<br /> z
<br /> � Sheet No.:
<br /> �
<br /> � � ��
<br /> Sheet Order: � � U F � E � D � �
<br /> -r
<br />
|