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PLACE TOP REBAR, PLACE TOP REBAR, �,�JJ„
<br /> WITHIN THIS STRIP WITHIN THIS STRIP TYP I CAL D ETAI L N OTES ��""yI
<br /> 1.5T COLUMN 1.5T DISTRIBUTED PD
<br /> cn TENDONS UNDER 1.5T COLUMM 1.5T DISTRIBUTED
<br /> a z WIDTH BANDED TENDONS z WIDTH TENDONS UNDER T�/pICaI Detall NOt@S: AmericanPropertyDevelopment,�n�.
<br /> p � SEE PLAN FOR � BANDED TENDONS 110110thAvenueNEsuite550
<br /> SLAB � � AT COLUMN p O SEE PLAN FOR Believue,WA98004
<br /> o Q TOP OF COL. � �. AT COLUMN
<br /> U REINF.
<br /> TOP OF COL. 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> � -- ACTUAL TENDON �-- p - 1/2" MAX.
<br /> � U REINF.
<br /> PATH ¢ � � ° PENETRATION OF Q � I 1/2 MAX. 2. Architectural back rounds are shown for reference onl (CONSULTANT'SLOGOANDADDRESS)
<br /> COLUMN INTO SLAB " J PENETRATION OF g y�
<br /> ~ v c� o �, � �' Q � COLUMN INTO SLAB The dimensions shown apply to structural elements only.
<br /> - ° � - - v For dimensions not shown, see architect of record submittaL � �Q� �
<br /> b a - . , _ . Q ;
<br /> �-- e r� c� : n e e r, r ,. �
<br /> b SPECIFIED _ �°' - • °` : °e ` : a � _ - � � d. a. _ - �° 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> TENDON PATH �,r, - - : discrepancies are found contractor shall contact the Architect BOISE IDAHO 83704
<br /> � �� e � 2 - #7 SUPPORT l "' � °. I and Structural En ineer before erformin alteration work. Pnone �Zos>s42-��ss
<br /> ° B A R S T Y P. A T C O L. 2 - #7 SUPPORT g p g LE JOB# 154191.00
<br /> TENDON � ; - 4 BARS TYP. AT COL.
<br /> SUPPORTS, ONE ON TENDON ALLSIRUCTURALDETAI USEDONTHIS
<br /> PtAN ARE COPYRIGHT C OF LOCHSA
<br /> b ° EACH SIDE SUPPORTS, ONE ON 4. For structural framing sizes� See pIaI�S. ENGINEERINGOFIDAHO�ERE-USEOF
<br /> a'` ANY DETAILS AND CONCEPTS IS NOT
<br /> - . EAC H S I D E ACCEPTABLE WITHOUT WRITfEN CONSENT
<br /> PLACE DISTRIBUTED TENDONS - , WHERE APPLICABLE 5. For floor deck size, attachment, span direction,and finish OFLOCHSAENGINEERINGOFIDAHO.
<br /> WHICH FALL WITHIN THE + PLACE DISTRIBUTED TENDONS _ �� WHERE APPLICABLE
<br /> UNO ON PLAN WHICH FALL WITHIN THE UNO ON PLAN floor elevations, see plans. M. H
<br /> LENGTHS OF TOP REBARS �d F
<br /> BELOW THE UPPERMOST LAYER � �' 4 - #4x9' - 0" LENGTHS OF TOP REBARS _ . 0 4 - #4x9' - 0" �P ti
<br /> ` � � BELOW THE UPPERMOST LAYE ' ,-a_1° : °- 6. For typical bearing wall construction, see plans. P � oF ASy�Nc
<br /> OF REBAR, PLACE REMAINDER � - -. EACH WAY EACH WAY Coordinate location with plans and architectural. ° �P , `�
<br /> OF DISTRIBUTED TENDONS AS REFER TO COL. OF REBAR, PLACE REMAINDER _ �. _ REFER TO COL. ��:, �
<br /> SHOWN ON PLANS OF DISTRIBUTED TENDONS AS SCHEDULE
<br /> � SCHEDULE NOTE: SHOWN ON PLANS � 7. For interior and exterior wall finishes, see architectural.
<br /> NOTE: �
<br /> TOLERANCE a/b<1/12 1. A minimum of two tendons shall be placed in each direction directly over column. `�T�� 3548 � �
<br /> 1. A minimum of two tendons shall be placed in each direction directly over column. _ 8. For all typical construction details not shown on this sheet, o RA� EN �,
<br /> , .. �-'`. _',. � .' � 2 � See a�� ��55�� SeCIeS draWlC�gS. FFSS�ON A L ENv\�
<br /> PARTIAL PLAN 2. For additional infiormation regarding reinforcing layout at columns see
<br /> 2. For additional information regarding reinforcing layout at columns see•� 2 S5.04 s5.oa, 03-29-1
<br /> ss.oa ss.oa�y �o : - . 9. Coordinate alt water proofing measures with architect. ExP.ovo��2o2
<br /> ��� ������ ���� T ��"� 3. Drop caps where shown on plans. For additional infomation see
<br /> H�p������� ����p���� �� 3. Drop caps where shown on plans. For additional information see �s5 os � � ss.os coPYR�cHTOzooS a��R��HTs RESERVEo
<br /> I� I�
<br /> TENDON PLACEMENT � TYPICAL INTERIOR COLUMN 2 TYPICAL COLUMN-SLAB SECTION � SUBMITTAL/REVISIONS
<br /> � # DATE DESCRIPTION
<br /> SLAB EDGE, -' 2 1/2" CLR.
<br /> NO SCALE NO SCALE NO SCALE U z
<br /> REF. PLAN - MIN.
<br /> #4 AT 24" TOP AND `��' �
<br /> THROUGH TENDON -� BOTTOM TIED TO N
<br /> ANCHORAGES
<br /> 0
<br /> WALL SEE PLAN
<br /> h. S� °
<br /> AT WALL PROVIDE � z d` �� o�
<br /> COLUMN WHERE STANDARD HOOK � � OpQ` ���� 0`4'
<br /> OCCURS, SEE PLAN - - - � � i� ►��? ,co
<br /> PROVIDE 180 POUR STRIP, SEE PROVIDE 180 DEGREE SLAB� o � �,�-
<br /> DEGREE PLANS FOR WIDTH STANDARD HOOK AT �
<br /> STANDARD AND REINFORCING ENDS - - -
<br /> HOOK AT ENDS � ,
<br /> FOR DETAILS SEE . s5.os �
<br /> DEAD END ANCHORAGES
<br /> - _ - . � -:. � ... = .- - ,: � ,, . . SLAB EDGE, SUPPORT BARS - �,
<br /> - ` - • - - � _- - a- a- �a Qa,-_�: � , : .. " a< a- SEE PLAN STAGGERED AND PLACED
<br /> d „ � a . ._ e . �. b _ , a � a- � a :` a _. PLAN HORIZONTAL W SLAB
<br /> �2��
<br /> ��p��
<br /> ADD 10 - #4 x 8' - 0" HORIZONTAL �
<br /> TENDON TYP., .�•�
<br /> 4 - #5 MIN. CONT. TOP EACH WAY TOP REF. PLAN
<br /> AND BOTTOM, UNO 2 X 4 KEY X 1' - 0" AT FREE EDGE AND BOTTOM � _ - m, � a .a: a- ,- a a - d -. a a a ,: d. _ 2 1/2" CLR. �
<br /> LONG AT 2' - 0" OC _, _ �.- - _°, _ ' .- a . - ; °: �. �, . � .° 9 a - -a , Q ,°, -; . _ . _ _ MIN.
<br /> PROVIDE #4 - ° ° • a : .� . < ` �� - a °-- ��a� PENETRATIONS FARTHER �
<br /> .4 � � < _ s , � , , _ -� - �� �_� �
<br /> NOTES: HAIRPINS AT 8" _ 4=� °6a =- 4 _a_ `a =a = a_ ; n- a a� =' � - THAN 1.5 TIMES THE DIA. (D) STEEL PIPE INSERT �
<br /> ` ° ° ` ' OR WIDTH (W} BUT NOT (SCHEDULE 40) IS REQUIRED
<br /> 1. P o u r s t r i p t o r e m a i n o p e n 2 5 d a y s m i n. a ft e r t e n d o n s a r e s t r e s s e d. 2 4" - � - ° �- ' �°°`° ° P -°= e , e_ a _ .- �. aa (�
<br /> 2. Slab edge to be kept shored until pour strip is poured and attains its � -�-a - d ° � LESS THAN 1'-6" MIN. FROM WHEN SLAB PENETRATION
<br /> full desi n stren th. �� ANCHOR DO NOT REQUIRE IS WITHIN 45 DEG. BEARING M (f�
<br /> g g 24 STEEL PIPE INSERTED CONE OF TENDON ANCHOR - � �
<br /> 3. Top and bottom reinforcing that to extends into the closure pour shall SECTION SUPPORT CHAIRS
<br /> e�end to the backside of the closure pour. Provide 180 degree �
<br /> standard hooks at the ends of all bars terminating inside the closure NOTE: 4 '
<br /> pour. 1. Penetration with dimensions greater than 8" require trim rebar, see � ss.o�� � � Z
<br /> TYPICAL CORNER REINFORCING FOR ��� � -� o
<br /> _ 4 5 6 7 Q � c�
<br /> POST TENSION SLAB POUR STRIP P-T SLABS PLACEMENT OF ADDED TENDON OPENING AT P/T ANCHORAGE � � z
<br /> NO SCALE NO SCALE NO SCALE NO SCALE � � _
<br /> � Q
<br /> PLACE TOP REBAR * � �
<br /> _ � WITHIN THIS STRIP � �
<br /> a _ . .
<br /> _ _ � ' �`�° • `` VERTICAL WALL REINFORCING DISTRIBUTED 1.5D COLUMN 1.5D � � �
<br /> a • �° • VERTICAL WALL REINFORCING - - WITH 180 DEG. HOOK AT ENDS TENDONS UNDER '= L-
<br /> °. a ° WITH 180 DEG. HOOK AT ENDS � � � BANDED TENDONS WIDTH #5 AT 12" OC. EACH � � W
<br /> `, _;a_ TROWEL TOP OF SLAB AND WALL AT COLUMN WAY BOTTOM � �
<br /> � �aa .� - TROWEL TOP OF SLAB AND WALL %, . ; _ p. �„° SMOOTH AND INSTALL 2- LAYERS 2 - #7 SUPPORT � ° w
<br /> g` - SMOOTH AND INSTALL 2- LAYERS o < OF 15 LB BUILDING PAPER m u� a
<br /> BANDED TENDONS BARS ONE ON EA.
<br /> � o �a_ �� a OF 15 LB BUILDING PAPER ' � ;a -" BETWEEN SLAB AND WALL AT COLUMN I SIDE OF COLUMN � z
<br /> m � -
<br /> ' �e B E T W E E N S L A B A N D W A L L `''
<br /> � `�' . SEAL - POST-TENSIONED SLAB � M U
<br /> � : e P O S T-T E N S I O N E D S L A B TOP e ' �` 4a � ` a . � � 4 a c� � �J
<br /> _ �° • 4� - Q
<br /> ; � - _ _ - �� -� - _ _. - � � °_°,a p � - � � �" a � � �
<br /> °� - _ � � - - � � �-8 � - - _ - -
<br /> � Q - a _ _, . _ . _ .,,, -�/� a : - _ d _ - - . . .
<br /> � : z , - " a 9 - . �'J " - ' d . -.. '
<br /> � - " ° 9 � ' . " .. _ �� - _ - , d • - - Qd �
<br /> � a - ` ,d - ,-Q � a _ � � " - _ " - ' . _ .
<br /> a �N •a , 9_ " , d - d - _
<br /> � a° ' - . •. • �4�� - " �
<br /> � °e. � e a.• .d
<br /> PLACE DISTRIBUTED � 2' - 0" MIN. �
<br /> � _ � e� : #5x AT 12° OC. 24" UNO. ON PLANS TENDONS WHICH FALL + Z ~ �
<br /> � o � a �� � °" � TYP. W
<br /> W WRAP DOWEL IN 3 DIA. -
<br /> o' , M _ WITHIN THE LENGTHS OF � Z �
<br /> m � _ COMPRESSIBLE FOAM " � � .� :o. . TOP REBARS BELOW THE
<br /> � ' ` . a °, _ MATERIAL � -a. WRAP DOWELS IN 3" - p O Q
<br /> W � a° � DIA. COMPRESSIBLE UPPERMOST LAYER OF 1/2" MAX. o �--
<br /> � REBAR, PLACE REMAINDER CI� W
<br /> o a a- � � #7 DOWEL TO MATH a _°; � a ; FOAM MATERIAL OF DISTRIBUTED TENDONS PENETRATION 0
<br /> �' ` � ° _ a- SPACING OF VERTICAL . 3" °°� �;a � a:; _ �, AS SHOWN ON PLANS �- z
<br /> o -e - - - #7 DOWEL TO MATH DROP PANEL DIM. OF COLUMN
<br /> > °� , a. �°, �a WALL REINFORCWG - ° a° SEE PLAN INTO SLAB U W �
<br /> 3 a . -a S P A C I N G O F V E R T I C A L REFER TO COL. �-�- �'
<br /> Z WALL REINFORCING � �
<br /> VERTICAL WALL REINFORCING SCHEDULE �
<br /> � EQ EQ WITH 180 DEG. HOOK AT ENDS � �
<br /> � EQ EQ VERTICAL WALL REINFORCING U
<br /> � WITH 180 DEG. HOOK AT ENDS NOTE: o w O
<br /> ENOTE: NOTE: �. A minimum of two tendons shall be placed in each direction directly over column. � o W �
<br /> = 1. Slab reinforcing not shown for clarity. � 2 � � �
<br /> � 1. Slab reinforcing not shown for clarity. 2. For additional information frgarding reinforcing layout at columns see
<br /> � S5.04_ , S5.04.
<br /> � DRAWN BY
<br /> � TYPICAL FULL POST-TENSIONED TYPICAL PARTIAL POST-TENSIONED A�
<br /> W � g � 0 SHEET NUMBER
<br /> m SLAB RELEASE SLAB RELEASE TYPICAL DROP PANEL SECTION
<br /> �Q
<br /> � �
<br /> �m NO SCALE NO SCALE NO SCALE 5 . O$
<br /> ��
<br /> �n s
<br /> � N
<br /> O
<br /> � N
<br /> N r>
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
<br />
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