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<br /> CENTERLINE COLUMN
<br /> JOINTS SEE PLAN
<br /> (E) GLULAM COLUMN SEE PLAN
<br /> (2) #4 x 4'-0" I (E) BASE PLATE CONCRETE STRENGTH =3000 PSI CONCRETE STRENGTH =4000 PSI
<br /> �--� 1 1/2" FROM RE-ENTRANT POINT �
<br /> I I FFNCE, SEE ARCH'L 1 1/2" BELOW SLAB SURFACE � BAR TOP BARS OTHER BARS BAR TOP BARS OTHER BARS
<br /> � I 51ZE CASE 1 CASE 2 CASE 1 CASE 2 SIZE CASE 1 CASE 2 CASE 1 CASE 2
<br /> � � -------- - ------- ----------
<br /> #3 28 42 22 32 #3 24 36 19 28 �
<br /> � � � 37 56 29 43 � 32 48 25 37 '
<br /> 2-#5 CONT. IN �
<br /> 8° �OND BEAM DO NOT SAWCUT #5 47 70 36 54 #5 40 60 31 47 S A K E R E I N D E R S M A
<br /> A R C H I T E C T
<br /> _ WTO (E) SLAB/FOOTING #6 56 84 43 64 #6 48 72 37 56
<br /> - SAW JOINT �
<br /> (E) WALL BEYOND 81 122 63 94 #7 70 106 54 81
<br /> 8" CMU WALL w/#5 VERT � SEE PLAN #7 5450 E. High Street, Suite 200
<br /> 48" O.C. &2-9 GAGE SAW JOINT #8 #8
<br /> @ — _ 93 139 72 107 80 121 62 93 Scottsdale,Arizona 85054
<br /> WIRE HORIZ. JOINT REINF. E 8'-0"SQ TO REMAIN p:480.515.5123 f:602.513.7193
<br /> � � � � #5 32"o.c. DRILL #9 105 157 81 121 #9 91 136 70 105
<br /> � _ @16"O.C. @ www.sra360.com
<br /> � _ (E) FOOTING AND EPDXY USING
<br /> U X #10 118 177 91 136 #10 102 153 79 118
<br /> � � _ SIMPSON SET-XP
<br /> � w GROUT STEM SOLID BELOW (E) 8'-0 SQ TO REMAIN ESR 2508 #11 131 196 101 151 #11 113 170 87 131
<br /> o � FIN. FLR.
<br /> � (E) GLULAM COLUMN, (E) CONC SLAB
<br /> (N� coNc s�a NOTES:
<br /> a z X SEE PLAN SEE PLAN '
<br /> � vi 1. TABLE FOR USE WITH NORMAL WEIGHT CONCRETE AND GRADE 60 UNCOATED REINF. BARS. FOR
<br /> SLABlPAVING � c� SLAB/PAVING (E) BASE PLATE FIN FLR LIGHTWEIGHT AGGREGATE USE 1.3. LENGTHS ARE IN INCHES.
<br /> SEE CIVIL m � SEE CIVIL 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST IN THE MEMBER BELOW
<br /> I SAWCUT AS CONC SLAB -SEE PLAN x x — x —x THE BAR.
<br /> REQUIRED • 3. FOR LAP SPLICES OF INDIVIDUAL BARS WITHIN A 3 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.2. �
<br /> i FIN FLR ,//�//�/ \ '� \���� FOR A 4 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.3 . ENTIRE BUNDLES SHALL NOT BE LAP �
<br /> �;��\� � � ! /�/� �/��//� � SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE �
<br /> _ SAW JOINT (E) BOND BEAM �//�/j � � ��� ��� �� 5TAGGERED SUCH THAT THEY DO NOT OVERLAP.
<br /> C° - � REINF. TO REMAIN ' �� � �
<br /> `- `Y' v 2-#5 CONT. 4. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 30
<br /> o NO REINFORCING ) w z
<br /> o �o �o � BAR DIA.
<br /> - _,_____ ___�. Z STEEL NECESSARY W g SAWCUT AS
<br /> � A.B.C. VAPOR RETARDER 5. CASES 1 AND 2 ARE DEFINED AS FOLLOWS:
<br /> -- O WHEN (2) SAW CUTS a REQUIRED WHERE REQ'D. BEAMS OR COLUMNS
<br /> BOTTOM OF FOOTING SEE GEN. -'� RADIATE FROM
<br /> STRUCTURAL NOTES TYP. � FINISHED GRADE SEE ARCH'L FOR CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 2.0 BAR DIA.
<br /> �� RE-ENTRANT POINT (E) FOOTING \— �E) FTG. TO REMAIN SEE SITE PLAN TYPE& LOCATION CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 2.0 BAR DIA. AVS JOB #: 7�72
<br /> ALL OTHER MEMBERS A.V.SCHWAN&ASSOCIATES '
<br /> 2'-0°
<br /> CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 3.0 BAR DIA. coNsuLTINcsTxuCTua���NciNCERS
<br /> NOTE: (E) STEM& CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTEft TO CENTER SPACING LESS THAN 3.0 BAR DIA. 6000 G.Thomas Road,Suite 1
<br /> GENERAL CONCTRACTOR TO VERIFY(E) COL SUPPORT FOOTING Scottsdale,Arizona85251
<br /> ���������� ���� �� �� � � ����� �� DURING DEMO. NOTIFY ARCH OF ANY DISCREPANCIES �L��� ' � L�� �P L I� I � l,�+�� ����� Nhone:`y60sitc�µuw.AVSchwaawm 1788
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<br /> TITEN HD SCREW ANCHOR (E) CONCRETE WALL ��w �'��
<br /> @ EACH END AND AT �
<br /> 24"o.c. MAX �, ' O� O^ '
<br /> m
<br /> � 1/2" PLYWOOD 600S162-43 @ 16"o.c. - LEAVE (E) DOWELS INTA�T N 4'd' UR � �'o�, kF�909�tio 1�'��
<br /> L6 x 6 x 5/16" �� �� SHEATHING PROVIDE (2) 600S162-43 @ EACH REM ON�;WALL TO DURING (E) SLAB DEMO - IF 2 1/2" MIN. �`S'SI ��C .
<br /> 5/8 �x 4 1/2 SIMPSON SEE G.S.N. � END OF WALL&AT JAMBS ONAL
<br /> 24"MIN. TITEN HD SCREW ANCHOR CUT OR DAMAGED PROVIDE ci , �r,
<br /> X @ EACH END AND AT @ NEW SLAB: MATCH EX�IS �T�GING TO � /���L�ZJ
<br /> � �� #5 @ 32"o.c. DRILL FINISHED GRADE , 9O° HOOK ��O° HOOK
<br /> 24 o.c. MAX 1/2 DIA. TITEN HD SCREW DRILL 5' AND EPDXY USING
<br /> SLAB WHERE CONCRETE SLAB -�
<br /> OCCURS SEE PLAN ----!�^ � � ' ANCHORS AT 24"o.c. AND EROXY USING SIMPSON SET-XP r .
<br /> SEE SITE PLAN
<br /> � • SIMPSON SET-XP 'D' = 6d FOR�3 TO#8 �
<br /> ^ � � 600T150-54 CONT w/(2)#10 ESR 2508 (N) CONC SLAB- 'D' = 8d FOR#9 TO #11 �o �
<br /> = �
<br /> SEE PLAN ' ( � ` ? � v � � ` � SCREWS AT EACH STUD SLAB WHERE OCCURS SEE PLAiV 'D' = 1Ud rOR#14�ND#18 � o � G
<br /> I � � �
<br /> FINISHED FLOOR (N) CONC SLAB � �" T�.�
<br /> (E) CONC SLAB FIN FLR � � �
<br /> r
<br /> .�� ��� PRINCIF'AL 6��li��OI�GiNG �
<br /> XT— x X X WHERE OCCURS - - ,
<br /> , ��,;�
<br /> 00° o 0 0�0 ° o SEE PLAN � 6�� X .. .i � SEE PLAN �- - - -�������� x —x —x — x SEE PLAN � °'��3 -
<br /> o Oo 0 0 00 0 00 0 0 ;.. S FIN FLR �%/\��//� "� � a•�.�.�
<br /> _ —� : ., � x x —X —X /\ ���� �� \�� � �� ��F �
<br /> � ���- . � \�/i��/i��/i��/i��/i� i�� �� � � �� � � �����
<br /> I I SELECT FILL e � � � C� � p � ' ° �
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<br /> .—,���— I SEE PLAN , � � ��/��/��/ � � ����� .-� Q- ��� .� C� t15 ; ��n
<br /> -��� - w ���;�� � � � ��/i i�/��/i � ���� 6 � � � �;�� 2
<br /> — V ° Q o (E) 80ND 3EAM �//�/\� � � /�• �IAPOR RETARDER �a��`L ,�, 1 �-- � do e� .� �.5 �
<br /> � REINF. TO RE�IAIN . � �•� � � � =
<br /> I e _ A.B.C. `l' � � te. �.� ;�
<br /> — - '�;4 DOWEL @ 24"O.C. , � ` _ � � � '� •�'a�,�' �
<br /> CORE DRILL"o" DIA HOLE - , co SF�V�IC UT AS ^_r �'-' = ��
<br /> @ CORNERS. SAWCUT x � .� , . ����Jl�y�p A.B.C. VAPOR RETARDER � � � � :� ��o
<br /> z WHERE R�Q D. � � �-�
<br /> #4 CONT TOP& r30TTOM BETWcEr! CORE HOLc�a `\� � ° , . � �
<br /> - � L , �ir�is�aE�G�oE SEE ARCN'L FUR 9O �END �35 HrJCJ4� i�l-�. �3����T �3E�l�7 Q c� � � ��T,�
<br /> „ , NO OV RCUTTING � " ;����i-�� p�A{� TYPE& LOCA r1�JP�1 C�TING f0 f��MHIN
<br /> &@ 12 O.C. 8' PERMITTED ---- ---- ---� - -- -- - � (�) �O
<br /> F1�1. MIN. 'D' = 1 1/2"FOR#3 �p-��:
<br /> � - � , ^FLR� MIN. '�' =2"FOR#,� ��I BENDS SN�1LL 8c -
<br /> -- � MIN. 'D' =2 1/7_"FOR#5 M,��� CC�LD.
<br /> (N)8'-0"MAX(SEE ARCH'L) (E) STEM �
<br /> �oo�riN� TIE O� S�l�FZ�J�
<br /> � OPENING � �
<br /> ,�. .� � ���� � �� � ��� � �'��� m ��,����� . .� - � � ����� � �� � ������ ��� ���
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<br /> (E) COfVCRETE V�JALI_ � �-- S!�� 5EE PLAi� #5 DOWEL x 3'-0" @ 32"o.c. -
<br /> ,/— GUP,RD RAIL, SEE ARC;H'L —� � � IN ADDlTION TO E DO�NEL � �
<br /> CONCRETE SLAB ON GRADF � �� I I
<br /> (2)#5 GON�t. I (E) CONC WR!L TO --�. { � \ FfN GF�,Dr
<br /> �,,, RFMaIN � OR REPLACE DAM/�GGD ���� �
<br /> #5 DOVVEL @ 18"o.c. � J'-0'' \ DRILL 5°AND EF'OXY USING �j�\ �/j /j / �j /
<br /> \� siMPso� s�r-xp�sR 2sos /�, /��/��/�/�/ �
<br /> � � 6005200-33 cCU 16"o.c.- ��� �� �
<br /> FIN. PROVIDE (2) 60U52U0-33 @ EACH (N) CONC SLAEi ��� �
<br /> CONCRETE STEM WALL ( _ FLP. END OF WALL&AT JAMBS wHEN Fl�I. rR. IS LpV�JER �'-8" SEE PLAiV �/��
<br /> � —x �^ " � 1/2" DIA. TiTEN HD \ � CONCr'2ETE STEN1 Af�11D FOO i iIVG A �
<br /> � � SCREW ANCHORS AT THAiV FIN. FLR. GEN. ,`/�� s�
<br /> 600T150-33 CONT w/(2)#10 /
<br /> � � � v � 24"o.c. CUNTR/�CTOR TO BRACE rIN. �� � �
<br /> ��� �CREWS AT EACH STUD (E) CONC. WALL!�5 �E�'D. -------- '���
<br /> ---- ���—���—���-� I —� � ( x x x —x � F�R �
<br /> FLI� I—I I I—I I I—I I I I—� CONCRETE SLAB, SEE PLAN SAWCUT AS REQUIRED DURING (N) CONC. �
<br /> � SLAB CONSTRUCTION �
<br /> w � o A�g�C� I DRILL 4"AND EPDXY � � � � � � �
<br /> � � co �IVGiNEERED FILL #4 x 1'-8" LONG ���/� /���j���j���j���j���j�� \��\ �\ �\ �\ �\ �
<br /> � @ 24"o.c. VAPOR RETARDER �/�////��/��/�� � (�
<br /> CONCRETE WALL � FINISHED GRA�E A.B.C. S EEAR HEL FOR \/\\\\\%�\% � � �
<br /> CONCRETE SLAB (E) SLAB SEE SITE PLAN /\ \ � �
<br /> - SEE PLAN #5 18"o.c. E.W. F��'----- � TYPE& LOCATION \��j\� � �
<br /> 6„ CEN�TERED IN WALL FLR X_ x_ � \ \ \� \/\\j��\ � � �
<br /> X —X —X —X ����/��/��/ � � � �
<br /> (E) F0071NG - / �
<br /> o ? CONCRETE FOOTING o �o o . �o �o - ���\�\�� /\�\� \� \\ \� � � �
<br /> U 2 � z /��\��\����/��\ �
<br /> ?' VAPOR RETARDER, � � �
<br /> � r SEE ARCH'L �
<br /> ► � (2)�#5 CONT. A.B.C. � � '
<br /> � �.v. � � + � � �
<br /> � B.O. (E)WALL FOOTING� �' �Ys B/FTG -SEE GSN E FOOTING TO REMAIN TYPICAL FOR ALL EXCAVATION ADJACENT � � � �
<br /> (N) CONCRETE FOOTING 4�� � �
<br /> (2) #5 x 3'-0" (PAATCH SPACING
<br /> TO ALL WALL OR OLUMN F TI �o � � �
<br /> 3°CLR ci.
<br /> OF (N) CONT WALL FOOTING) 1'-6" TYP
<br /> - DRILL AND EPDXY WITH
<br /> SIMPSON SET-XP
<br /> 19 1 � � � 7 ��������� �x��v����� ,��J,�c��� ��
<br /> Fo��'1�1� ��J�I�I� ��NSTRucT��N
<br /> JAMB BEYOND. •
<br /> TOP OF WALL
<br /> SEE PLAN SAWCUT 1/8" MAX
<br /> BOND BEAM 2'-0"MIN. CONC. SLAB WIDTH x 1/3 SLAB
<br /> 1'-6" SEE ARCHL. PLANS
<br /> L3 x 3 x 1/4"w/1/2" - SEE PLAN � DEPTH
<br /> DIA.x 5"A.B. @ N �"" + � FIN. �
<br /> #4 NOSING BAR 16"o.c. FLR� n.
<br /> X X —X — —x —X —x —x —x �
<br /> TYPICAL FIN FLR �'
<br /> a�
<br /> _ — — — — _ — — —x _ G � ������ � � � � �
<br /> 24" MIN. �
<br /> N CMU ° + I � � � � g � VAPOR RETARDER
<br /> � � � �n � a.s.c. date: I/�/I�
<br /> CONCRETE SLAB 6�� WHERE REQ'D.
<br /> A
<br /> � O L3 x 3 x 1/4"w/ � #5 @ 16 o.c. VAPOR RETARDER SEE ARCH L FOR issued for:
<br /> E CONCRETE WALL , �� ,
<br /> ������������������������� . � I� � SEE PLAN ' EACH WAY
<br /> i//////////////// � L 1/2" DIA. x5' A.B. �
<br /> ��\��j����j��j����\��\��� � • -
<br /> %�/i�/i�//�//�/i./��� � d- @ 16"o.c. � A.B.C. TYPE & LOCqTION ���MI`f �U�MITT?�L
<br /> , , °�-. � � i � �, o„ � TYPICAL CONTROL JOINT
<br /> = SEE ARCH'L. v
<br /> � revision no.: date:
<br /> U
<br /> FLOOR #4 @ 12"O.C.EACH WAY • a Q w _ o � � (2)#5 CONT. U.N.O.
<br /> BOND BEAM W w � - - -
<br /> � o �w Q 0 0 SEE PLAN � o EAC�H WAYc WIDTH x 1/3 DEPTH _ s
<br /> F R � • � $ CONC. SLAB
<br /> ��
<br /> � � � A.B.C., SEE PLAN A B C N SEE PLAN
<br /> _� I (E) SLAB __� _FIN�
<br /> (E) FOOTING ON GRADE � "
<br /> #4EPDXY 6 X —x —x —X — —X X X x � FLR
<br /> DOWELS AT ���� (� job no.: 17�Q3.�
<br /> � � #4 CONT. � 16" O.C. I � � c-��c�c�� c�c�c��
<br /> mF #4 DOWEL @ 24°O.C. (E) CONC STEM Sh22t tItI2: �
<br /> (E) CONCRETE FOOTING VAPOR RETARDER 1/4" DIAMOND PLATE DOWEL AT
<br /> F.V. #4 CONT TOP & BOTTOM WHERE REQ'D. A•B•C• 24"o.c. - INSTALL AT MID DEPTH �OUNI�,4TION 1��TAILS
<br /> � B.O. (E)WALL FOOTING� & @ 12" O.C. 1'-0" SEE ARCH'L FOR
<br /> g�� TYPE& LOCATION
<br /> (N) CONCRETE FOOTING `��� � NOTE: SEE ARCH'L FOR LOCATION ShG@t �IO.:
<br /> (2)#5 x 3'-0' (MATCH SPACING
<br /> & SIZE OF DOCK LEVELER PIT YYP. CON�TRUCTION JOINT
<br /> OF (N) CONT WALL FOOTWG)
<br /> -DRILL AND EPDXY WITH
<br /> SIMPSONSET-XP ��� �������� � i �I �1 � d����� ����� �! !� /"'"► 1 ���� L� V L � � � �
<br /> 20 1 � 12 � 4
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