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<br /> #4AT24�� TOPAND TYPICAL DETAIL NOTES `����'�
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<br /> THROUGH TENDON BOTTOM TIED TO GROUT DOWELS A MINIMUM
<br /> ANCHORS OF 25 DAYS AFTER SLAB HAS 3" DIA. SLAB BLOCK-OUT
<br /> BEEN STRESSED AT EACH DOWEL T ICaI Detall NOt@S: American Property Development,���.
<br /> yp 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> TROWEL TOP OF P.T. CONCRETE SLAB 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> BANDS SLAB SMOOTH AND
<br /> a1 b1 c1 ADD 2-LAYERS OF 15# 2. Architectural backgrounds are shown for reference only. ccoNsu�rANr'SLOGOANDADDRESS)
<br /> • SLAB � BUILDER PAPER a .� ' ° "�._ _ a � ,-a � The dimensions shown apply to structural elements only. � ������
<br /> ] BETWEEN BOTTOM . . � a � . �a w
<br /> � � i OF SLAB AND TOP OF _ � For dimensions not shown, see architect of record submittal.
<br /> � � �i��a �� e .. � , n e � , ; n g
<br /> _ - SLAB WALL FOR LENGTH d _ ° ° ° ° � -� � �
<br /> � p a,e. 201 N. Maple Grove Ste. 100
<br /> /7 SHOWN ON PLANS - ° : `��- � w 3. Contractor shall field verify existing structural conditions. If any gOISE IDAHO 83704
<br /> / -�� p� ,.a ' d• ' a
<br /> a d i s c r e p a n ci e s ar e f ound, contractor shall contact the Architect P h o n e(2 0 8)3 4 2-7 1 6 8
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<br /> i - _ " and Structural Engineer before performing alteration work. �E�og# �sa�s�.00
<br /> - , XZ4�� 5 ALLSTRUCTURALDETAII,$USEDONTHIS
<br /> a.d aa. � . PLANARECOPYRIGHT(C) OFLOCHSA
<br /> PPORT BARS - DEAD END ANCHORAGES i _��_ #5x24"I SLAB DOWELS 4. For structural framing sizes� See pIaI�S. EANYDERAI S�ANDCONCE{TSESNOOF
<br /> SU , °
<br /> AT 12�� OC. MAX. EXCEPT ACCEPTABLEWITHOUTWRITfENCONSENT
<br /> STAGGERED AND PLACED TRANSITION TENDON ° ° a` OFLOCHSAENGINEERINGOfIDAHO.
<br /> PLAN °, AT 3RD FLOOR SPACE 5. For floor deck size, attachment, span direction,and finish
<br /> HORIZONTAL IN SLAB a3 � b3 c3 �'. a � . �� floor elevations, see lans.
<br /> DOWELS AT 9 OC., UNO. p P M. H EN
<br /> � W ti
<br /> HORIZONTAL � �° -_ �°-a a .� O N P L A N S 6. For typical bearing wall construction, see plans. P�P���F "�To �
<br /> i � 9 ° ° ° CONCRETE WALL 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. � i
<br /> � - 4 - - �•"; .
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<br /> °; Q n, "a . �� a _ - a` ° 4 - - � . a. ° a � 7. For interior and exterior wall finishes, see architecturaL � �
<br /> ��� � � �- < - �a , n � .�- - _ � �� 4 �� �,
<br /> � , � � a_"e� . , ° .� aa_ a_ a2 b2 c2 8. For all typical construction details not shown on this sheet, ,�FS ""RH� E"� G, ``
<br /> EQ EQ s N
<br /> -e 4.- � . _ „ ..�s �. -_ . - �.o a.. . A
<br /> ° . °° ° � � aa. '- � ° a a see all "S5" series drawings. 'o N A� E
<br /> _� � �.a - � a
<br /> NOTE: NOTE: 05-29-1
<br /> EXP.01/07l202
<br /> 1. The span of the transition tendon changes from L1 at line 1 to L2 at line 2, 1 . Grout placed around dowels shall be of same strength or 9. Coordinate all water proofing measures with architect.
<br /> SECTION place transition tendon with it's control points a3, b3, and c3, each varying greater than post-tension slab COPYRIGHT CO2005, ALLRIGHTSRESERVED
<br /> SUPPORT CHAIRS linearly from grid line 1 to grid line 2 between their respective values at 1 and 2. 2. Slab and wall reinforcing not shown for clarity.
<br /> SUBMITTAL/REVISIONS
<br /> PLACEMENT OF TEND�NS IN SPANS TYPICAL TEMPORARY # DATE DESCRIPTION
<br /> PLACEMENT OF ADDED TENDON � OF VARYING LENGTH 2 POST-TENSIONED SLAB RELEASE 3 4 04/20/18 ADDENDA#4
<br /> 5 05/29/18 ADDENDA#5
<br /> NO SCALE NO SCALE NO SCALE
<br /> DEAD END COUPLER STRESSING END
<br /> CANTILEVER INTERIOR SPAN (L1) END SPAN (L2)
<br /> STRANDS SHALL BE STRAIGHT IN PLAN 1l2" DIA. x 7 WIRE STRAND 3 1/2" x 3/4" KEY
<br /> AND DRAPED IN PROFILE AS CALLED WRAPPED AND COATED gETWEEN STRANDS HAIRPINS POST-TENSION L1/2 L1/2 L2/2 L2/2
<br /> WITH RUST PREVENTIVE #4 x 24"
<br /> MASTIC 2" MIN. SLABS SEE NOTE 6 STRAND TOP REINF. HAIRPINS #4 x 48" HAIRPINS
<br /> OUT ON PLAN, TYP. IN THIS AREA 4" MIN. BEAMS N I SEE PLAN WHERE AT EVERY OTHER
<br /> �, CONST. � TENDON
<br /> � CLR. TYP. TENDONS TURN
<br /> � JOINT - - - - - - - - - - - - SYMMETRICAL
<br /> 2- #5AT6" OC. 2' - 0" MIN. - `- " - _ ° - - . - � � �
<br /> g �
<br /> TOP AND BOTT. _ - • a a . o
<br /> TYP. °° -
<br /> UNO. ON PLANS ►- . . a , a " d - _, - `°, �
<br /> z AROUND 2- #5x6'-0" LONG � . , 1- : . � - - � � , a _ �-. -°- �� .a_°. � � � � 4 STRAND
<br /> � OPENING TOP AND BOTTOM �" BURN OFF EXCESS STRAND � I � � i ��Ci�►� � MAX. PER '"
<br /> N AT 6" OC. TYP. F- 3�$ T 2 - #4 CONT. 1/2" BEHIND FACE OF CONC. HAIRPINS g��C,� •�� �� O�� BUNDLE
<br /> � WHERE SHOWN ' CLR. TYP. TYP. UNO qFTER STRESSING SEE NOTE 2 ��� �� �� �
<br /> NOTES: AND TYP. DET. CENTERLINE SUPPORT
<br /> � �- 1. Stressing pocket or cont. pour strip at stressing end to be determined by BOTT. REINF., OF SUPPORT BARS TYP� � Z '
<br /> SEE PLAN TYPICAL BETWEEN � �
<br /> 6 contractor. �
<br /> MAX. UNO 2. After stressing, strand hardware shall be coated with rust preventive mostic NOTES: BUNDLES ;.,,
<br /> before concretin or d ackin 1. See lan for the dimension to the center of ravit of the strand, U N O M I N.
<br /> �1 1/2" CLR. OPENING >>� 3. Anchora e hardware m st be of a type that is approved by the local measured in inches from bott. of slab, shown thus : ° on plan. � SPACING ;,� �
<br /> TYP. �., g �
<br /> � �� C governing agencies. 1 1/4 �2
<br /> .o � � � � � � MAX. C RVATURE N
<br /> . �? 4. All anchors shall be installed in the center of the slab, uno. 2. Provide hairpins only at free edge of slab, omit at wall supports and
<br /> 5. See ' 6 ` x and plans for tendon profile. Tendons shall be banded tendons. --- GROMMET AT (� �
<br /> s5 0�:'' 3. All tendons shall be 1/2" dia. with plastic sheaths. STRESSING � �
<br /> ; , 4. Tendons shall form a smooth parabolic curve btwn. control points END ONLY
<br /> j % adequately supported to maintain design profile. indicated, after placing high and low points. Supports and chairs shall �
<br /> j'� 3'-0" MAX. UNO. 48�� be adequate to maintain tendon profile. - SLAB EDGE '
<br /> '� 6. Provide at banded location #4 x � hairpins at 8". 5. Added tendons shall maintain the same profile as thru tendons unless � � Z
<br /> �� RADIUS = 10' - 0" MIN. 24" � � � �,� noted otherwise. ,-� � 36" STRAIGHT TOP AND � '� �
<br /> !� Provide at dist. 2 - #3 x � hairpins. As per G 6. For anchor detail, see BOTTOM BARS �
<br /> TENDON MUST MAKE (� U
<br /> � POST-TENSIONING ss.os. s5.o7
<br /> STRANDS SMOOTH TRANSITION. � � z
<br /> NOK�NKSA��oWEo. FLARING OF BANDED TENDIONS AT � _
<br /> Q �
<br /> - AT PENING 4 TENDON ANCHOR DETAIL 5 POST TENSION SLAB PROFILE 6 SLAB EDGE 7 S �
<br /> POST TENSIONED SLAB 0 � �
<br /> NO SCALE NO SCALE 3, _ �„ NO SCALE NO SCALE �
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<br /> POST-TENSIONED � _ _ . ° = - _ a _ . _ �° a - ,_° -a . , .
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<br /> CONCRETE SLAB - -, - .° " - �- � � - -d: , ._" e
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<br /> GAP<2" GAP<2"
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<br /> TROWEL TOP OF SLAB a e . .: DISTRIBUTED TENDON
<br /> a. a . - �
<br /> SMOOTH AND ADD 2- ° � a a . aa i-�- �--
<br /> LAYERS OF 15 LB BUILDING - ° ° - °" �.-a �
<br /> � � - MAXIMUM SPACING OF DISTRIBUTED TENDONS A MAXIMUM OFFSET A MAXIMUM OFFSET B z
<br /> PAPER BETWEEN TOP OF �°a � a a, a. e ° � ,. � - O � Z -�
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<br /> WALL AND BOTTOM OF � O
<br /> SLAB FOR LENGTH SHOWN a'°- '" 6' - 0" O - �
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<br /> ` .-e- SLAB EDGE s>d d s z (f, W
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<br /> CONCRETE WALL �: a � _ - - �
<br /> _ _ _ _ _ . - -a a o.�: tr , � - _ #4 x 24" U W
<br /> .�-aa: _° d - ° _ o -_ ° - HAIRPINS � �"_
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<br /> � NOTES: b REBAR TENDON W o = �
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<br /> � 1. Slab and wall reinforcing not shown for clarity. 2 - #5 AT 6" OC. TOP AND BOTTOM � � �
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<br /> W AS SHOWN TYPICAL UNO MINIMUM SPACING BETWEEN BUNDLE TENDONS OB PLACEMENT OF HAIRPINS C
<br /> g DRAWN BY
<br /> �
<br /> AC
<br /> � TYPICAL FULL POST-TENSIONED TRIM BARS AT RE-ENTRANT TENDON PLACEMENT AT SHEETNUMBER
<br /> � 8 9 � � HORIZONTAL CURVES 11
<br /> ° a SLAB RELEASE CORNERS TENDON SPACING IN SLABS
<br /> �,�
<br /> �� 5 . 07
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<br /> �� NO SCALE NO SCALE NO SCALE NO L
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<br /> FULL SIZE=24x36
<br /> HALF StZE=1Tct8
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