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High Street, Suite 200 <br /> i i i i i Scottsdale,Arizona 85054 <br /> � i i � 480.515.5123 f:602.513.7193 <br /> i P� <br /> i i � � � � � � i i www.sra360.com <br /> • � i i � i� i <br /> � i I i i i i i i i� i <br /> ii I ii <br /> ii i i i i i i ii <br /> i �� � i i <br /> ii i i i i i i ii <br /> i i <br /> � Ii i i i � <br /> 19 - - - - - i � - - - - - —� - - - � - - -� - - —�- - - ---�-- - - - - - � - - - - —�- - - - - - �— - - - - - - —� - - - - � i � <br /> i , , i ` <br /> i � i � i � <br /> i � � i <br /> • ii i i i i i i ii <br /> i �i I i i <br /> i i <br /> _ _ � I i I � � � � � � i I ; Avs JOB #: 7172 <br /> i ` i , (E)?ENANT SPACE i� i A.V.SCHWAN&ASSOCIATES <br /> i i NOT IN CONTRACT i i <br /> I j i I I I I I I � � CONSULTING STRUCTURAL ENGINEERS <br /> � � � � 6000 E.Thomas Road,Suite 1 <br /> I � i � i � Scottsdale,Arizona 85251 <br /> — — � � I I I I I I � � Phone:(602)265-4731 Fac:(480)661�1788 <br /> � I � Websilc:w�ww.AVSchwaacom <br /> � i �i 13 � � ;I i <br /> � � <br /> � ' S301 ' (�) co�uM�v � <br /> ' i TO REMAIN i i i i i i iI <br /> � � i i � I > <br /> � 16 - - — — ' ' - - - - - � - - - - - —�— - - - - - � - - - - ---�- - - - � - - - - - —i,- —� - - - � � o IKA�'�, <br /> � --T-� � � � � � � ; � o H, �o <br /> � ; 14 � ` 15 � � ,�,� `�'''� <br /> � ; S301 5301 I <br /> ii i i i i i i ii � � <br /> i i� i <br /> i i - � <br /> � � , I i i i i i S300 i i i �o�, �F� � EKti� �,� <br /> i i (N) DEMISIPJG JVALL 49093 w <br /> (N) DEMISING WALL I i �, T � <br /> � � � `s`S'�ONAL �� ' <br /> i i 5 Q . <br /> � ; � � 5300 � ������ <br /> � � i � i 11 i i i i i i i i i i i i <br /> 5 � i i i � S300 � � i i i i i i i c.�. i i i i <br /> S300 � , - - � - - -1 - - -� - - - - - - - - - - - - - - - -- - -- -- - - - - - - - - - - - - -- -- - - - - - - - - - - - - i 10 ��� <br /> ' � <br /> i i 3 � <br /> r �- r t �-- t-- <br /> -r-- _ i �- �-- -1-- � <br /> � � � � � � � ssoo � ��. <br /> . � � ',��� � � � � ' I � � � � � � � � � w ;� � <br /> I � � � I � � •I •I I I • I I I I I • I I � °� 0. <br /> � I . � j'! . . � -� � -i .I .I --i --� � � � . . . � �' n <br /> --� -� -� � � -� �� � � � � -� � �'�.._ <br /> I I U) U� U I U I UI U U U� U U U U Ch UI �U � U I UI �U � UI UI U �U � UI � I � ;� `�.2> <br /> I I � �� � � i �' � ,� `� ( � � � �� � . <br /> � p <br /> ��, - - � i � _ i _ _ i i i i i i i i i i i C.J. i i i I � �� � o ; <br /> I I � T-' � �� � � � "'T � - ��T I - T- I T"�— � � � a.�.�� <br /> � j ;; � i � CO 3 �� � <br /> I � � � � � � � � � .� �. � � � �= �� <br /> � ; , � I I I I � I I I I I I , ; � � � o� �� <br /> ; i i i ; 6 ' � ' ' i i 9 i i i i i i i f i � � t� n�'� 2 <br /> i TYP � � � � i i 5300 i i i i i i i - <br /> � ' � - � �' � - - - - - TYR.A - - -- - - - - - - - - C.J. - - - - - -- - - - - � � � �-, ? ��� � <br /> � -- �- - - - - �- - -- � - - - - - - - -� � � � � � � � � � v ., � � 3 �`�� <br /> � I � � � ,j � � � � �E� C�L. � � �" �i� "a' "�u' <br /> � � � � � I � � I I � � I i I I I I I I � � � � � CJ � <br /> ¢''�� <br /> • I � � I � I i � � I I I i I I I I I U •; � � o <br /> � ; � ( ' ; � � � � � � r ; � � �� � � ���� <br /> � � � I : I I I � � I I I � I I I I � � � � � �� � �� � �� � ���� <br /> � � I � � � � , � , , � � � � � � � <br /> � I � i �� _ � � � I I - � --- -_. <br /> � =� - - - - - - - _ _ <br /> - - -' - - ----�- _ - = _ - �- -� --� � - - -I - --�-- - - - - - - � - - � <br /> _._ _. .._ _ .. <br /> ,.. <br /> � I � � � I � I I I � I I - - � � ��-� <br /> - � - - �- - -- -- - � - - I �_ _ + I_ _ • • i I I � <br /> j � � I I I ( I ( I I I I I I I I I I <br /> i � � � I � I I � � I i I I I I I I i <br /> � � I � I I I I I I I I i I <br /> ; ; � �- ''i-� � � � -r--�� � � ,� � � � � � � � I � <br /> � � _ � _ � _ _ I �� _ � 1 - � I - - I C.J� __1___ _ I _ ____1_______ _ � <br /> � 7 , , -�— �- ^ —�- , , -{— � � — � � � � � � � � � , � � � � � � � � _ <br /> ; ; � ; � � �I � � � �I ; ��-�--� � , � � � � � � � � � � , � � � � � � � � ; <br /> i � � I + I (E)GLB C�OLUMN I I I I I ( I I 6 I i i <br /> y � I ` <br /> i i ) � I i � l O �2EMAIN � � � � i � � � � � TYP t I i z <br /> � ` � � ; � � � _ � � � � � � � � <br /> _ _ -- -- - - - <br /> _ _ _� _ _ _. _ _- - - - - - <br /> - - - - - - - - <br /> ' �300 � ---� - -- -- -- ____ __ ---_ _�—_ - -- ' - - -- - - c.�. - <br /> � � r <br /> � _ _ <br /> - - -- - - -- - <br /> - - - - � <br /> i � , � - -- _ : � _ ---- �-- --- 4 � � � <br /> i � � � � � � � ! T-YPIC/�L FLO(��SL.AB: FIN. FLr�.=�'-0" � � � � � � � i i w <br /> i i E � i i i i i i 5300 i i i i <br /> i i � i (N) 6�� MIN. CONCRETE FLOOR SLAE � f i � <br /> i i I � � I , w/6 x 6�N2.9 x W2.9 WV�/F (CHAIR TO I I I TYP I I � � � <br /> C.J. � <br /> i - - --�- - - -----7-- - -- i - - --�- -- -�- - - - - �- - - - t--- _ _ 4° OFFOFB07TOM)OVERVAPUR _ - -r----- - - -t- - - - - -r - -�-- - - - - i-- - r - - -r-- - - - - - - t-- - - i 6 <br /> i � i � � i i RETARDER OVER 4 A.�3.C. -SEC i i i i i i i i i i � <br /> � i � � � SPECIFICATIOf�I SECTIOiJ 33 i u �UR P,.B.C. I i 53�� � ' <br /> �- � � I SJ O n I ( I I�r1C3 VAPOr2 RcTARDER SPECIFICATIONS I I I I I I I � <br /> f I � <br /> i � � � � i T�{p � � � i i � � � � i i � � i i � � i i i � � i i i <br /> i , <br /> � � - - - � � ! .�� - .�, - - - - ��"������� <br /> �_ _ � _ � C.J_ � � � � <br /> i �-�_� i i � � i � i � i I � I i I i � <br /> i i � � � � � � � � i � � � � � i � � i i � � i i i � i � i � <br /> i i i E i i � � ( � i � i i i i i � � i � <br /> � ; I I � � � TYP � ; I I I I I � � � <br /> I � - - --+- - - � - - - - - - � -- 1 - -- - - �- - --� -- -- - � - - � - - - --- - - � - - � -- - - - � - - � - - - - �-- C.J. - � - - � - - - - - - � - - � � � <br /> I i i i i i i � � i i i i i i � i i I � � <br /> i i I I � I I I � � I I I I I I I � i � � <br /> � ' ; � � , � � � � � � � � � � � � i � � � <br /> , � , � , � � ( I � � � � � � � � y , � � � <br /> s oo � ; ' - -�--- �- - -- - - I-- --�- --- -- - -, -- --�--- - - - - � -- �-- -- - � - -.� - - - - � _ c.�. - � _ - � - - - - - - � - - ; � L�9 <br /> L!J <br /> ' �l i ; i , � i i � � � � � i � i i � � � i � � ; � � � <br /> ii i i i i i ( I � i i i i i i i i � i � <br /> � i I � I I I � � I I I I ( ( i i � � <br /> i i i I � � i � � � � � � � i i � � � � � � � � � � i C.J. i i � � i � i � � L� <br /> 5 — — — — — — fi ---�— — — a ---�----- -� —a— � � —� — �� — � — —,-- — � — � � � � <br /> ; � I ' � � I I � � I I � � � � � � I I � � � I I � � I I i � � I � � � � � �' <br /> i i i I � � g � � � � � � (E) GL COLUMN � � � � g � � i �o � � � <br /> �I i i � � I S300 � � I I I � � � � TO R MAIN � � � � � � 5300 ! � i �- <br /> � � <br /> ; ' - - I - --� - - -� - - - �-�—I- - - - � -- - - - -� - - -1- - - - - - -�-- - - �-- - - - - -� - - � - - �_ c.�. - --- � - - - �w�- - -�- - - � (E) F�T.JI��ATIUN �LAI� 10(OTES: <br /> i j � � i (E) COL. � � � � � � � � � � � {E) COL. � 1. SEE SHEET S001 AND S300 FOR: <br /> � � � , � � � � � � � � � � � i <br /> . i � � I I � i B. YPICAL EXCAVAT ONAD�C NT TO FOOTING. <br /> � i I � ( I ( I � � I I I ( ( � � C. TYPICAL SLAB JOINT DETAILS <br /> � ; i i I � i , i i � � i i i i i i i i i i <br /> S'I O� i � (-- � � � � � � - - - � - - � - - - - � - C,�, - � _ _ � _ _ _ _ -- _ _ � _ _ i 2. C.J. - DENOTES CONTROL JOINT. <br /> � - � r � 3. DIMENSIONS AND ELEVATIONS FOR REFERENCE <br /> _ � _ �� � o .� _ �� _ .� � � � ...... '� _ _ _. ._� ._ _. _. �. _ ...o ..v �, � r _I_ �.. o.. _ � � _ ._ � i ��� m _. � �, o _ _ _ oo. .... ��. _.� � _ � o � o � � _.. � � - - — � I 1 � � � � <br /> i :; ` i ONLY. CONTRACTOR SHALL VERIFY AL�DIMENSIONS WITH <br /> I i i � :, i i i i I � � � � � � � � � � � i I i ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. <br /> i � I ;, I � I I I I I I I I I i <br /> � - - i I � ' � � � � � i �' I � i � � i � � i � � � i � �` i MM DI ATE ATTENTION OF THE ARCH TECT�S EE <br /> _ _ _� _ _ i � _ _ _ I I I I ( � � I ( _ I ( _ � I C�J_ I _ - I S3OO i �- S OPES AND DEPRE SGONSO OT Nc��pNSIONS, SLAB � <br /> 2 � � , � � � � � � � � � � � � <br /> � � i � '� i i � i i � � � � i i i i � i i i i i i Q <br /> i ! � � � � �I I I � � � � o � � � i i i 4. ALL SLABS ON GRADE ARE TO BE JOINTED AT >, <br /> � � i I � I I I I � l � � I ( I I ' I ( I I i � NO MORE THAN 12'-0" EACH EAC��WAY USING JOINTS � <br /> i i + � i � i AS PER DETAIL 4/S300. IN f1�DITION NO SECTION OF <br /> i � i i i i i i i i i i i � <br /> • � i �� - � �� - � ; i i I i i I � � I i i I i i I � i i i I i i � CONCRETE SHALL HAVE A ASPECT RATION OF date: I/�/IS <br /> �� i i � i i GREATER THAN 1 1/2:1. PROVIDE (2)#4 x 4-0" <br /> � i � I I I � I I i � MID-HEIGHT SLAB BARS ADJACENT TO ALL <br /> II � i - -I -- ---_ �------ -------- --------- -------- ------_- --------- ----�- ----------- � � Z-�-_-L -r -L- ------- ------- ------- -------- --- --- -------- ---- -- ------- --------- ---------� DISCONTINUOUS JOINT LOCATIONS. ALL COLUMN <br /> 1 _ —j_ _ - - -- ------------- ------ ----�- --- -----r---�r=- ---- ---- ---------t-- ---------- ---- --- --------- --- -- ---�----------------- ---- ---+------------------ i ISOLATION JOINT CORNERS ARE TO BE INTERSECTED issued for: <br /> ------ <br /> � BY A SLAB JOINT OR REINFORCED WITH SLAB BARS <br /> � � � ( �� ______ __= I� I � � I �I , � � 6 PER ABOVE. SUBMIT COMPLETE JOINT LAYOUT PLAN P��MIT SU�MITT�L <br /> � � � � " �� � � I I � i I I S3OO TO THE ARCHITECT FOR PRIOR REVIEW. <br /> I � I (� _ _ - - - - - - _ - - - � I ------- ----- revision no.: date: <br /> � I I 5. PROVIDE SLAB SHOP DRAWWGS AND SHOW <br /> II I I I � ' i I FOR REV IEW PRIOR TO CONCRETE PLACEMENOUT _ _ <br /> � � � � � � <br /> II � i I � I � � 6O DENOTES RE-ENTRANT CORNER REINFORCING - ' <br /> � � � � � m SEE DETAIL 13/S300 <br /> I � �- - - - - - - - - - � � � o � � o � m. ._ � m � � v o m v a � o v _ � � � � � � a � � - - - - - <br /> i ��__ —__�0�= o� � S102 <br /> �� L J �OJ <br /> II � � "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED job no.: 17-O3�F <br /> II � � FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" <br /> � � <br /> � � 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED Sh@et tltl@: <br /> ' � BUILDING BACKGROUNDS IN CAD FORMAT. (�) �OUNDATION PL,4N <br /> � � (E) FOU N DATI ON PLAN � 2. FIELD INVESTIGATION ON APRIL 12, 2017 BY A.V. SCHWAN& <br /> I ' ASSOCIATES. <br /> SCALE=1I16"=1'-0" sheet no.: <br /> � � THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF <br /> ' � OUR KNOWLEDGE FROM THE INFORMATION OBTAWED, THE <br /> ' ! EXISTWG PROBABLE CONDITIONS OF THE"STRUCTURE"WHICH <br /> EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL � � � � <br /> � � STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER <br /> - -. � � - -� - � m � -- � � � � - �- -- -- -- -- -�- -- --- - - �- - � -� -- -- -- -- -m -- - - -- -- --- - - - - -- - -� .-- .-. -.�.. -1 INTENDEDNORIMPLIEDTHATALLTHEINFORMATIONISEXACTLY <br /> AS IT EXISTS. <br />