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N �����'' \ DRAWINGS THE GEfdERAL <br /> � � �€� � � � f� CONT T&B � � <br /> F � ) . �, : T.O.SLAB = 437.0 I :I �� <br /> ; _ _ _. , � � GONTRACTOR SFIALL 1�RIFY �ND <br /> FOR DOWELS SEE i � - �� _... _......... ��- ;; � ��....:. __., x i ; � COORDINAlE �I�ENSIONS l�O�1G <br /> � �� . <br /> NOTE #8 (TYP) i i � � HOUSE K EPWG PAD � o ��� ; :, I; , � f ` r-, co �� ALL DRAVMNGS. ANY <br /> � _, <br /> � <br /> I � f <br /> f�- i �. _ �� E ;� � ' LONG � �' ;-�-;--- B � ES, 7RADOC110tdSg <br /> �� i F� � II ' �: ��,\ F � �� 5 x 9 -p" � `� �;,;` 6� � �ONS � �E <br /> �� i � , �; AT 15 OC T \ <br /> ;, ° : � ; . <br /> , �`� . :: �....... �...: .. . . ��� ��10-5 10 T 8-5-12 (T) 9 ...5-11 (T) �(�3) .�5 (T&�B) 8-5(10 (T) E �,; ' ' <br /> �� � REPORIED TO 1NE ARt�11TECT FOR <br /> i <br /> E' p�''�y/� p� <br /> ii E /�p TM <br /> ' <br /> Y d' t <br /> � . I�G.7�IIV1� !'RIfO� IV � <br /> , 3 j OC�NG <br /> i� , � � ua. 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TMas ��r is Nor z� � �s <br /> �� � - ...`�— —- - � , _ _. _ _ _...__ �....� _ �. — _ �a_ <br /> �, - - - <br /> � ..,..._..... ; _. �- �r. _ <br /> _.�:. .. . <br /> _ , � , _. �v___ � <br /> f� , . , ,. . ; � ,.. . ...._. _.._.... _ t,�s �.....,,.. .. .,.�.. :, :, <br /> , „ . . , E cv � ` _. � _.�_..._ , _. T.:, <br /> � i : � I T ;; , , �; , NQT� 8 .EF �€ .- � ��� ; , » . �.. g? --�; � 1HEN IT IS N�T T� SCALE. <br /> � � ; E , ; , # (� ):= i , , __, <br /> _�_. <br /> _ <br /> � <br /> , ::. ..; , <; F- `: 4- E; �� <br /> _.. �: <br /> , ,: 0 � ;-� ,: f � <br /> # �.....�..�: ,,:,: 1... � �. :-.: WHERE;OCCURS ::? � „ � _ ; _ __ __-- <br /> � � t � ) 4 p , � � i( i;' .. ��......:��� � <br /> FOR DOWELS SEE . � �_ _ - , �, ; ,,,, �� ; �,� � <br /> � ' <br /> � �� � `�:_ � <br /> : . <br /> : ,; _- ; <br /> � ;; <br /> ° ; ' , <br /> NOTE �8 (TYP) � ,; ; '� � ; �' �, � �:� � , <br /> �' °� ' o m; ; <br /> :> i � � � iE €. <br /> ADDL �5 x 22, 0 ;� ; N N = <br /> i ; , <br /> ; ; � : �2):�6 (T&B) � - . .� � �,� , ... � �, ��. <br /> � � LONG AT 12 a��C :� ` � �� <br /> � i� ' ' ; - rt X , �,� � (T �B�'� EW CONT �� ;��� (2) �6 ��T&B) � ' � ��' �_ � <br /> � , _ � � � _ <br /> , ; <br /> c . . <br /> £ _ � � �i , � �, �� ; '' �� F— ; �, j , <br /> � �; � <br /> :� �7-�-10 (T) , . � <br /> ,-- 4 �-I � u __.x' �� � '' '' ao 5,-5-10 (,T) 5 5;5 (T) � 'i � �� �o = " � � - - <br /> ; . � ` � , , ': -- �` _ ` <br /> -� - - <br /> � <br /> I <br /> :� <br /> � <br /> i i � <br /> — — — — — - 40_ , „ , . __ _ - <br /> � — ... .. , . ..,. , � <br /> . <br /> 1--- ` - - - - ��� _y�.� <br /> ( r �'= i� � `o �� , - � - - <br /> _ , ,. ..__�-..::, � <br /> I� — — - ,— —� ., , .u.... � � � ,; i <br /> �/ i I— _ =f � � � �� �5_ .,�T��� �7=5=G�` ; � - - - - �zL��is�o��s: �,�r� - <br /> _ <br /> ,z__ � ` <br /> - � , I ' ao �'_ �11. ,�€�..� � �. <br /> • I co i ,;__.. . a � � , I ' .-..!_ <br /> /� - _ - - _ _- I - �—__ - I. � _- . -.�,c� � - ' . ,�_ ,m - ; t ,..w.,.,. „... ._.k.A_T.....�_.... __ �.-. � ?w.'s S , -� _ _— _ __ - _ <br /> -,. `_ <br /> �-- _ �_ _ _ <br /> _ �,.: . ; _... <br /> , — -- - — � — __ ', __� ._.:�_. I ���� -- - — .�T��." I�.�.` .I'�.._—' :;i � � <br /> �/ ADDL (3) #6 ��- � �HSS10 x 5 x 3/8 � FOR DOWELS SEE ADQL��3)�6--� ��--T--- � - � <br /> � .- <br /> � I CONT (T&B) ; � � I I I I �10TE �8 CONT�(T&B) , �� � � � � 2 CITY UPDATES 10 13 17 � <br /> � 50 � --- �--�- -� � � <br /> AT HD CANOPY BY OTHERS � <br /> � � � <br /> i 'i � , <br /> � I I i ! I I I I I <br /> ,'� � - <br /> � ,,, �� <br /> � I � <br /> � 1 L <br /> , <br /> � � , , ,--, �-_ �... - <br /> � 1� �) � ` ) � �� 1 I �- ��� `� �) (� � > �� (� � ��� ( ��, ) i �`� ) i��� (_1 1 (� � � �) � <br /> , <br /> ,; �. � <br /> � � , � � � ; � <br /> , � <br /> , , ,, ,,' �� � ��,, ,� � ; � <br /> ,� _ � ,_. � _ _ ..._ �` � \ <br /> -- -- �- _-- � <br /> � <br /> � ` <br /> 1 ST FL� M I LD STL P LAN � <br /> SCALE: 1�8" = 1 '-0" � <br /> � <br /> � F�OST-TENSlONED CONC�ETE SLA� NOT S � . <br /> E . � <br /> � DRf\�VN BY � <br /> TENDON NOTES: � <br /> � Cf-ILCKCD l3Y <br /> 1. SEE S202 FOR TENDON LAYOUT PLAN AND NOTES. � <br /> MILD-STEEL NOTES: <br /> 2. BARS SHOWN ON THIS PLAN ARE IN ADDITION TO TYP REINF. <br /> � PROJECT� f7� <br /> 3. X-X-X DENQTES TOP REINFORCING OVER COLUMNS ALL BARS TO BE CENTERED ON COLUMNS AT INT SUPPORTS AND UPTO EDGF OF COL NEAR SLAB EDGE SEE S401 AND S402 FOR MORE INFO. \ <br /> � �--- LENGTH OF BARS, FEET SC"r ISS�IE Df�I E: �/�/2� <br /> �—� SIZE OF BARS <br /> - NUMBER OF BARS � <br /> 4. FOR TYPICAL REINFORCING AROUND SLAB OPENINGS, SEE 3/S402 AND 10/S404. � � <br /> 5. BOTTOM SPAN BARS MUST EXTEND 2'-6" BEYOND SPAN ON EITHER SIDE. �� <br /> 6. SEE S401 TO S405 SHEETS FOR TYPICAL DE�AILS AND ADDITIONAL REINFORCEMENT AT SPECIFIC LOCATIONS IN ADDITION TO REINFORCEMENT SHOWN ON PLAN. � SI-IEE-[�-fl�LC � <br /> MISCELLANEOUS NOTES: � <br /> � <br /> 7. SEE S202 FOR ADDITIONAL NOTES. ��� �� ;�ri <br /> >..0� <br /> 6'-0" O �TL PL�►�V <br /> 8. �5 3'-0"�AT 12" OC (T) DOWELS ARE REQUIRED AT ALL TO PT SLAB�CONC BEAM SECTIONS UNO ON WALL ELEVATIONS SHEETS. � _ <br /> 9. SEE S403 SHEET FOR WALL DOWEL DETAILS. SHEE-C� , <br /> PSM CONSULTING ENGINEERS, INC. � <br /> 2200 SIXTH AVENUE, SUITE 601 � <br /> SEATTLE, WA 981 21 � � <br /> P: 206.622.4580 F:206.622.0422 � <br /> www.psm-engineers.com � <br /> � <br /> � <br />