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<br /> C� r� - - CENTERLINE OF COLUMN TYPICAL DETAIL NOTES
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<br /> � � � Q U �- - - HOOK TOP BARS AT SLAB CENTERLINE
<br /> SHOW ROUGHEN TOP
<br /> OF COLUMN T�/pICaI D@tall NOteS: 1101BelevuenWA98004e550
<br /> � ° � ° �� < EDGE TYP. WITH 90 DEGREE
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<br /> i HOOK TURNED DOWN HOOK i 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> N � O � � - � (C O N S U L T A N T'S L O G O A N D A D D R E S S)
<br /> Q TOP REINFORCING SHOWN HORfZ. FOR � 2. Architectural backgrounds are shown for reference only.
<br /> � J '� °_°. AT COLUMN � m i � CLARIFICATION ONLY i The dimensions shown apply to structural elements only. `���5�
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<br /> 201 N. Maple Grove Ste. 100
<br /> �. � o a � i- o >- Q z z 3. Contractor shall field verify existing structural conditions. If any BOISE IDAHO 83704
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<br /> L1-� °�:. -e= � Z _ F- a � Phone(208) 342-7168
<br /> � _ '- ° � � z CENTERLINE `r' z � � � Q � �n w � discrepancies are found, contractor shall contact the Architect LE JOB# 154191.00
<br /> �"' Q 9 M w � c' a � a -� � cn and Structural Engineer before perForming alteration work. A«S���T�RA�oETA� USEDONTHIS
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<br /> a � � �- d�- a - a-. �, " ° ' � _ - _ - - _ _ _ _ _ _ _ _ __ `/ - 4. F�r a�� l�p �f f��l�ng, top of slab, and slab on grade construction� ACCEPTABLEWITHOUTWRITTENCONSENT
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<br /> `4 _ a.a ,° i- z �' W � z � �.,� F-- z 5. Sub-grade material below slabs and footings shall be �P oF WA �ti
<br /> SPLICE CONT. a° = - a - U _
<br /> BOTTOM REINF. _ BOTTOM REINFORCING � a z Q i1' aa. � U � Q constructed as indicated by geo-tech report. ,��� �o
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<br /> AT COLUMN -. TOP MILD REIF., ; � � a � � � `r Q z � � � ' � '
<br /> �° .`.a �a a: -° � W �, � 6. For structural framing sizes, bottom of deck and top of steel
<br /> SEE PLAN `�
<br /> . � � REINF. TO BE DISTRIBUTED � W elevations, see plans.
<br /> � �:�a � ° - � HOOK VERT. REINF. AT Q WITHIN THESE DIMENSION � � �' �� ��, �,
<br /> z � � w ° -. - - a NON-CONTINUOUS FULLY SUPPORT ALL i LINES EACH WAY, SEE PLAN a 7. For floor deck size, attachment, span direction,and finish ,�F rURq� EN�� �.
<br /> COLUMN REINF. TAILS AT floor elevations, see plans. SS�oN A� EN`'
<br /> Q � � J z - _ _m;a .�-a aae. PROPER ELEVATION I �__
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<br /> TOP MILD REINF., SEE PLAN EXTENDED REINF. ExP.o�io��2o2
<br /> n- � = Q U � ! `- - NOTE: NOTES: 8. For t ical bearin wall construction see lans.
<br /> �n p � U Q � � � a- ` . TO EDGE OF SLAB yp g � p
<br /> w U � a � : ` :. 4 a �= Q� 1. For to p reinf. . C E N T E R L I N E S P A N A/3 S P A N B/3 1. S p a n r e p r e s e n t s t h e c e n t e r l i n e t o c e n t e r l i n e d i s t a n c e C o o r d i n a t e l o c a t i o n w i t h p l a n s a n d a r c h i t e c t u r a l.
<br /> COPYRIGHTO2005, ALL RIGHTS RESERVED
<br /> f= �. >- � ` layout at column see 2 OF COLUMN between columns in the directian bein considered.
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<br /> c., � ALT. TYP. ALT. TYP. „ „ _ SLAB EDGE
<br /> � Q ss oa.,.r 2. W - Column Width. REINFORCEMENT AT 9. For interior and exterior wall finishes, see architectural. suanniTra�i REvisiorvs
<br /> J R E I N F O R C E M E N T A T 3. "T" = S l a b T h i c k n e s s. E X T E R I O R C O L U M N # DATE DESCRIPTION
<br /> INTERIOR COLUMN 10. For all typical construction details not shown on this sheet, � 03/28/18 ADDENDA#1
<br /> TYPICAL LAYOUT OF REINFORCING TYPICAL TOP REINFORCING LAYOUT AT COLUMN DETAIL (UNO ON PLAN) - PLAN see all ��55�� series drawings. a 04/20/18 ADDENDA#4
<br /> ATCOLU M N � VI EW 2 11. Coordinate all water proofing measures with architect.
<br /> NO SCALE NO SCALE
<br /> �_____________________________ � OUTLINE OF SLAB SECONDARY
<br /> CONCRETE COLUMN, SEE PLAN � ---- � t CRITICAL SECTION FOR SLABS 16
<br /> � � � � WITHOUT DROP CAPS
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<br /> 4'-0" MIN. OR WHERE NO �� \� � SLAB PRIMARY CRITICAL SECTION
<br /> PUNCHING SHEAR REINFORCING �� ��� � SHOWN HATCHED. NO SLEEVES OR SUBSEQUENT POUR FIRST POUR
<br /> = 4 ° °- °�` A ' - ° ` ° - OCCURS TYP. � � � i PENETRATIONS SHALL BE ALLOWED
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<br /> �� -°'- • a' ��. Q, --.e � tl A � e _ � ° � �"° �:A � °- ea �� � FOR SLEEVES LARGER THAN � . a _� .- �
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<br /> -a- .. - . . , P e d ' .ada , 'a _a_ . . . _ - ' Q"< MIN. TYP. AT DROP CAP i � -°°" ° ° � i � � - � -
<br /> �- `` ° - _ � _ - - , LOCATIONS � � � � � EDGE OF DROP CAP AND � a. Q _ d ° � ��4 Q
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<br /> � � - a ° e � °` � � SECONDARY CRITICAL SECTION � .° -° ' d� .
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<br /> EDGE OF SLAB, . a ,_ - : , �� ~ � ` y� �_ ,' �
<br /> SEE PLAN a- o;ep• ��8 ` 1B i \` ( � �_% �� PUNCHING SHEAR REINFORCING SANDBLAST JOWT CONTINUOUS KEY �
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<br /> - -° � . - 6 ` ° � i �� �' i WHERE OCCURS SLOPE 1:1 TYP.
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<br /> 2-#5 AT 6" OC. TOP : ° ° � : . aa -�-� A MAXIMUM OF 1- 6 DIA. OR � � i M
<br /> 2- 4" DIA. SLEEVES ARE � `� ,� � T/2 TYP. (n
<br /> A N D B O T T O M, T Y P. a ;°.°.�;°- ` �° -- . a � � � D/2 TYP. AT LOCATIONS WITH COLUMN CAPS '}'�
<br /> 4 -. `- ALLOWED EACH SIDE WITHIN i � � , � �
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<br /> 2-#5x4'-0" AT 6" OC. ° � �a _�_ a a.d_ a� � a a � SECTION �__________________________ � 1. Slab construction joints to be located in the middle strips only. �
<br /> TOP AND BOTTOM - � - °` - �
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<br /> DIAGNALS °� : `�a . ' � _ < . e- NOTES: Q
<br /> °o- 1. Sleeves or combined openings lar er than those shown and located within � 1-
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<br /> the secondary critical section require approval from the engineer of record. � z
<br /> 2. ��T" = Slab Thickness. SLAB CONSTRUCTION JOINT AT >, �
<br /> 3. "D" = Total Thickness of slab at drop caps (� _
<br /> 4. Cutting or interrupting reinforcing, post-tensioning orstud rails is not allowed. �B NON-POST TENSIONED SLAB � � �
<br /> TRIM BARS AT SLAB RE-ENTRANT 0 � Q
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<br /> CORNE S OPENING RESTRICTIONS AT COLUMNS � FRESHLY PLACED
<br /> NO SCALE NO SCALE CONCRETE � �
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<br /> ,,G�� ADDED BARS (GRID IGRID� a.. a a a a .:,� . � M >
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<br /> ��, CAMBER UP AT O/ IG IR D' CAMB AT O/ (G IR D o W
<br /> '� z CENTER POINT OF � '�F CE P OF �F - -- 100% SHORING �
<br /> �� N � z SLAB Ca + Cb S<qe T�O� SL Ca + Cb s<q�T�O� �
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<br /> �li O � z (GRID '9�1/ �GRID� '9/I/ - <a < , ._ - - - � .a_ a a =. -. • 5 DAYS MIN.
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<br /> --�o � Q �� �-� CONSTANT - 100% SHOR�NG J
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<br /> i � U � _ _ .. - -. - :a P, , a. ` e _ , - -- 14DAYSMIN. V
<br /> MAXIMUM OPENING ��� 2-#5x5'-0" AT SLAB CONSTANT ONSTANT - - . - - -" -
<br /> DIMENSION 4'-0" � G�'� CENTERLINE TYP. SLAB THICKNESS SLAB THICKNESS � �
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<br /> ` � � Ca Ca Ca - 50% SHORING Z
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<br /> a � e a � o a a _ - 21 DAYS MIN. U
<br /> ADDED BARS �QP, �QP,� � a. a , . . � W Q
<br /> `s�qes �,P� OF SUPPORT `s��4�gs S�,P� OF SUPPORT - 50% SHORING z W W
<br /> INTERRUPTED BARS p p � � Q
<br /> OF SUPPORT '9�I/ OF SUPPORT '9/Ii �
<br /> � Schedule of Beam and Slab Camber ° a ° a ° ° a � ° a ' v
<br /> - 28 DAYS MIN. � U
<br /> �' NOTES: SPAN 'L' BEAM Cb SLAB Ca � Z
<br /> � 1. All top and bott. slab reinf. interrupted by an opening shall be compensated SUPPO 0' TO 5' 0" 0" OF SUPPORT z
<br /> _� for with additional reinf. equal to that interrupted. Place the additional reinf. PREVIOUSLY PLACED p �
<br /> � equally on each side of opening, extended some length as req'd. for the 5' TO 10' 0" 1/8" CONCRETE �
<br /> � uninterrupted reinf. 10' TO 15' 1/8" 1/4" NOTES: o w
<br /> � 2. Where the number of bars interru pted is uneven, 1. All shoring and reshoring must be done in accordance with ACI Standard � o w
<br /> w� the number of bars 1 5' T O 2 0' 3/8" 1/2" recommen de d prac tice for concre te form wor k (A C I 3 4 7) per t he governing � � �
<br /> added shall be the next highest even number.
<br /> 3. Boxed out openings, recessed boxes and pipe sleeve clusters shall be NOTES: 20' TO 30' 1/2" 5/8" b u i l d i n g c o d e.
<br /> � 2. Shores shall not be removed until concrete has reached full design strength. °��''"BY
<br /> � treated as framed slab openings. 1. Do not camber slabs or beams containing P-T strands. 30' TO 35' 5/8" 3/4" AC
<br /> �
<br /> � REINF. AROUND 2-WAY STRUCTUAL MINIMUM SHORING BEL�W FRESHLY SHEETNUMBER
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<br /> �� SLAB OPENING 6 TYPICAL CONCRETE BEAM AND SLAB CAMBER 7 PLACED CONCRETE 8 S �J . O4
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<br /> �� NO SCALE NO SCALE
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12xt B
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