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<br /> NOTES:
<br /> CONC COL I 1. A MINIMUM OF TWO (2) TENDONS
<br /> (WHERE OCCURS) � TO PASS DIRECTLY OVER COLUMN
<br /> �►_�„ 1.5H 1.5H _ 1.5H W EACH WAY. FOR DISTRIBUTED
<br /> ROUGHENED SURFACE TYP MILD REINF ' � VARIES TENDONS, THE TWO (2) TENDONS
<br /> STAGGER � �- SHALL PASS BELOW THE GROUPED DISTRIBUTED
<br /> � BANDED TENDONS \ TENDONS. TENDONS, BAND WIDTH - SEE PLAN C/S4.61 �, j�j �
<br /> � � 2. MAXIMUM TENDON TURN GRADIENT SEE PLAN �-� � �
<br /> REINF PER PLAN -� CONC SLAB ��
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<br /> I I ' s �� C�
<br /> \ � CONT SUPPORT `�''
<br /> ---�-m- r--�.== � -,��� ��_ �� �_�__�__ .
<br /> BAR, TYP
<br /> � ��1 � ���a �'_ __� ___ _ w`L - � I ,I.t
<br /> �� CHAIR, TYP r;
<br /> �
<br /> -_-- � _�__ � � r � , � � - 3" OC TYP (WHERE SLAB IS 8" `�� ��;�
<br /> - - - � THICK OR LESS, USE 6" OC z ��_ ��
<br /> = LI ll i � SPACING AND TURN ANCHORS �� ��'��� ,,�
<br /> ISOLATED (DISTRIBUTED) � � DISTRIBUTED (2) = 90' OR AS REQUIRED BY POST- °- �'��ppxo�'�`��
<br /> TENDONS �- � TENDONS AT COLUMN �'. i TENSIONING SYSTEM,
<br /> (SEE NOTE 1, C/S4.61) i
<br /> � � � � � � ��-�- HAIR PIN BARS PER F/S4.61 �,
<br /> GROUPED (BANDED) � CONC COL i MILD REINF TO BE �\. BANDED TENDONS IN
<br /> TENDONS - SEE PLAN & SCHED MILD REINF DISTRIBUTED ►MTHIN SUPPORT BAR OR EQUAL BUNDLES
<br /> SEE PLAN -� � THESE DIM LINES EA OUTLINE OF COLUMN BOLSTER � 4'-0" EQUALLY SPACED
<br /> OUTLINE OF �► WAY. SEE SCHED G/S4.51 � OC (MAX) - 5 TENDONS PER
<br /> „ fCOLUMN ,��, � „�, DISTRIBUTED TENDONS SLAB EDGE BUNDLE (MAX)
<br /> ,-.
<br /> NOTES. (3 TENDONS PER BUNDLE MAX) LE END:
<br /> 1. SEE C/S4.61 FOR PLACEMENT OF SLAB REINFORCEMENT AND TENDONS. REINF PLAN AT INT SUPPORT REINF PLAN AT EXT SUPPORT W - COLUMN WIDTH
<br /> 2. TRANSVERSE SLAB REINFORCEMENT NOT SHOWN FOR CLARITY. H - DEPTH OF SLAB
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<br /> TYP COLUMN/SLAB INTERSECTION NO SCALE A TYP PT SLAB REINFORCEMENT AT COLUMN SUPPORTS NO SCALE C TYP SECTION THROUGH BANDED TENDONS NO SCALE D E �
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<br /> 2" MIN COVER AT 2" MIN COVER AT
<br /> ANCHORS ANCHORS _ EDGE OF OPENING __
<br /> „ - (2) #4�CONT BACK�UP BARS (2) #4 CONT BACK-UP BARS l WHERE IT OCCURS
<br /> 0 TO LAP 2-0 AS REQ D) 0" TO (LAP 2'-0" AS REQ'D) TENDON TO REMAIN STRAIGHT �.-� ENSURE SMOOTH �
<br /> TENDON ANCHOR t/4 CLR ( TENDON ANCHOR -- f 4 CLR 12 MIN PAST OPENING, TYP TRANSITION
<br /> " ��
<br /> 24 �
<br /> ENCAPSULATION SYSTEM, ENCAPSULATION SYSTEM, � �
<br /> POCKET FORMER (WHERE REQUIRED) POCKET FORMER
<br /> AT STRESSING SEE GENERAL NOTES AND AT STRESSING (WHERE REQUIRED) SLAB PER PLAN , a :� °
<br /> E N D O N L Y � E N D O N L Y SEE GENERAL NOTES AND � � � O
<br /> SPECIFICATIONS SPECIFICATIONS ; � � �; � ' !
<br /> � � P/T TENDONS ;r, � z � � � � .� �
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<br /> Qr � y � � � l yyy r. ` -� �c L:.J � � .�f. -d �- �
<br /> � � 11J .� � f , �\ � O O O �� m !ll N � � � ���
<br /> � m �z f � , � � tA � ' �S; N
<br /> � TENDON � � OPEN � 6 � ° � � � � N �
<br /> '- 3t/8 j'_py 2'_p" � ►- TENDON MAXIMUM CURVAlURE � , �
<br /> z � � � W/0 HAIRPINS � � � _ TENDON PER PLAN, TYP � #4 HAIRPIN � 12" OC PLACED
<br /> � o � #3xC HAIRPINS W/ (2) #4 � � M RADIALLY TO HOLD TENDONS
<br /> .-- c, T & B (EXTEND 1'-6" BEYOND � IN PLANE OF SLAB
<br /> LAST HAIRPIN). PROVIDE ONE
<br /> HAIRPIN BT1�M EA ANCHOR AND PROVIDE TRIM REINFORCEMENT TENDON
<br /> ONE ON EA SIDE OF THE GROUP NOTES: FOR SLAB OPENINGS WI1H HAIRPINS WHERE
<br /> 1. WHERE SIX OR MORE TENDONS ARE SPACED AT 12" OR LESS ON CENTER, PROVIDE DIMENSIONS GREATER THA REQUIRED
<br /> NOTES: REINFORCING IN ACCORDANCE WITH "TYPICAL SLAB EDGE AT TENDON GROUPS». 1`-0", PER NOTE 2 PLAIU 7 7
<br /> 1. THIS DETAIL IS REQUIRED AT ANY LOCATION WHERE THERE ARE SIX OR 2. CONTRACTOR SHALL USE DIAGONALLY CUT, LONG POCKET FORMERS AT SLAB EDGES � MAXIMUM CURVATURE
<br /> MORE TENDON ANCHORS SPACED AT 12 INCHES OR LESS ON CENTER. NOT PERPENDICULAR TO PT CABLE RUN. NOTES: SECTION HAIRPIN
<br /> 2. CONTRACTOR SHALL USE DIAGONALLY CUT, LONG POCKET FORMERS AT 3. WHERE TENDON IS WITHIN 12" �F A SLAB CORNER PR01�DE HAIRPINS EACH SIDE IN
<br /> SLAB EDGES NOT PERPENDICULAR TO PT CABLE RUN. ACCORDANCE WITH "TYPICAL SLAB EDGE AT TENDON GROUPS". 1. SEE A/S4.62 FOR CURVATURE REQUIREMENTS.
<br /> 3. t = SLAB THICKNESS PER PLAN. 4. t = SLAB THICKNESS PER PLAN. 2. SEE C/S4.41 FOR TRIM REINFORCEMENT.
<br /> 4. ENCAPSULATION SYSTEM REQUIRED NMERE TENDON ANCHORS ARE EXPOSED 5. ENCAPSULATION SYSTEM REQUIRED WHERE TENDON ANCHORS ARE EXPOSED
<br /> TO WEATHER OR INDICATED ON PLAN. TO WEATHER OR INDICATED ON PLAN.
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<br /> TYP SLA6 EDGE AT TENDON GROUPS NO SCALE F TYP SLAB EDGE AT ISOLATED TENDONS NO SCALE G TYP TENDON AT SLAB OPENING NO SCALE H TYP HAIRPIN DETAIL-BANDED TENDONS AT SLAB EDGE NO SCALE J K � � �
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<br /> 3-0 SQUARE MAX Q � �
<br /> 2ND POUR 1 ST POUR (4) #4 T&B CONT � 8"-10" SLAB (4) #4 T&B CONT � 8»-10" SLAB � . �
<br /> CLOSURE STRIP SEE PLAN (4) #5 T&B CONT � SLABS +10" CLOSURE STRIP SEE PLAN
<br /> (4) �5 T&B CONT � SLABS +10" SEE TYPICAL SLAB • u� � �
<br /> 2�-6„ SLAB SEALANT JOINT CLOSURE STRIP SEE C/S4.41 FOR � EDGE DETAILS� FOR � �
<br /> I�IN n SEE PLAN FOR T&B REINF =� SEE PLAN FOR T&B REINF � L1 L2 REINF AROUND REINF AT TENDON `�' �
<br /> PER R/S4.61 6 Lb, MIN 6 Lb, MIN '�
<br /> 1-1/2"x3 1/2"xl'-0" LONG UNO �SLAB SEALANT JOINT PER R/S4.61 UNO SLAB SEALANT ,{OINT PER R/S4.61 STRESSING POCKET ANCHOR
<br /> BEVELED KEYS � 2'-0" OC (KEYS - �"
<br /> SEE PLAN FOR � TENDON ANCHOR, TYP TENDON ANCHOR TYP -�-�' - - - - - - - _ - � _ V� _ � �
<br /> `� z PLACED TO MISS TENDON � . „ � '� ' � � - � ��
<br /> T & B REINF c� - � 3/4 � z � � - � � - � `- G p • 0
<br /> N � ANCHORS) N � TENDON, TYP v � -TENDON, TYP � r _ _ � _ _ _ _ _ _ _ _ _ _ _ � ��o� �rAsy�s
<br /> �� N � � � �'�
<br /> � Q, SUPPORTJ' � SUPPORT�' � SUPPORT-' � '
<br /> #4T&B �
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<br /> � - _ _ �� � � -- � �„��_, - -___ � W� 4-� L2�2 � �� � 12" OC EA WAY �, ,� �o we�
<br /> c� � � � . cn ,o z�4sz
<br /> W �, ■ . W MIN ` POTENTIAL EXAGGERATED � �'ss oxa���'`�
<br /> �TENDON ` MIN EXTENT OF SHORING DEFLECTED SHAPE PRIOR TO - '
<br /> PLACING CLOSURE STRIP ' Ofi-21-13
<br /> , ,
<br /> 3"MAX 3" MAX --1-1/2"x3-1/2"x1'-0" LONG BEVELED 3" MAX 1-1/2"x3-1/2"x1'-0" LONG IF SHORING IS NOT USED ` '
<br /> � INTERMEDIATE TENDON TYP TYP KEYS � 2'-0" aC KEYS PLACED TO CONC WALL TYP
<br /> ANCHOR � BEVELED KEYS � 2'-0" OC � Revisions
<br /> , ,
<br /> MISS TENDON ANCHORS), TYP (KEYS PLACED TO MISS ` �
<br /> � , ,��- ROUGHENED SURFACE TENDON ANCHORS), TYP � PRE-PERMIT REVIEW
<br /> NOTES: SLAB TO REMAIN SHORED
<br /> - - - - - - - -
<br /> - - - - �" 05 22/2013
<br /> 1. CONTRACTOR TO SUBMIT LOCATIONS OF PROPOSED JOINTS TO ENGINEER FOR UNT1L CLOSURE STRIP HAS SLAB TO REMAIN SHORED � \ PERMIT SUBMITTAL
<br /> APPROVAL. JOINTS SHALL BE LOCATED BETWEEN L/5 AND L/3 SPAN, TYPICAL. REACHED DESIGN STRENGTH, TYP UNTIL CLOSURE STRIP HAS NOTES: #4 T&B � 0611912013
<br /> 2. SEE DETAILS F & G/S4.61 FOR REINFORCEMENT AT TENDON ANCHORS. REACHED DESIGN STRENGTH 1. SHORING MUST BE SIZED FOR WEIGHT OF SLAB PLUS ALL CONSTRUCTION LOADS , 12" OC TYP
<br /> 2. RE-SHORING IS PERMISSIBLE PROVIDED THE RE-SHORE SYSTEM DOES NOT DEFLECT CONT KEY PERMf7 REPUNSE
<br /> 3. SEE "TYPICAL CLOSURE STRIP SHORING", DETAIL P/S4.61. NO S: NO S: AXIALLY AND IF THE RE-SHORING PROCEDURE DOES NOT ALLOW THE SLAB TO 1 1/2„x3 1/2n 09/1112013
<br /> 1. CLOSURE STRIP TO REMAIN OPEN FOR A MINIMUM OF 28 DAYS. 1. CLOSURE STRIP TO REMAIN OPEN FOR A MINIMUM OF 28 DAYS. DEFLECT VERTICALLY TYP (3) SIDES
<br /> 2. SEE DET,AILS F & G/S4.61 FOR REINFORCEMENT AT TENDON ANCHORS. 2. SEE DETAILS F & G/S4.61 FOR REINFORCEMENT AT TENDON ANCHORS. 3. SEE TYPICAL CLOSURE STRIP DETAIL FOR CLOSURE TIME INTERVAL REQUIREMENTS.
<br /> 3. SEE »TYPICAL CLOSURE STRIP SHORING", DETAIL P/S4.61. 3. SEE "TYPICAL CLOSURE STRIP SHORING", DETAIL P/S4.61.
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<br /> � TYP PT CONSTRUCTION JOINT WI INTERMEDIATE STRESSING NO SCALE L TYP INTERIOR CLOSURE STRIP NO SCALE N! TYP PERIMETER CLOSURE STRIP NO SCALE N TYP CLOSURE STRIP SHORING NO SCAL� P TYP PT STRESSING POCKET NO SCALE Q
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<br /> � PAGODA VILLAGE
<br /> o EVERETT
<br /> � CL SUPPORT
<br /> N ELASTOMERIC JOINT L/3 (5'-0" MIN) 1'-6" �
<br /> �
<br /> - SEALANT -�� CONIINUOUS TENDON � STEEL INSERT NOT REQUIRED GRAND & V1lALL STREET
<br /> N 3/4„ +, � =--_-- � _ _ FOR PENETRATIONS OUTSIDE EVERETT, WA
<br /> � � --�------- THE 45' BEARING ZONE -�
<br /> �
<br /> � � � EDGE OF SLAB
<br /> a - - - - - - _� d2 m
<br /> o � ADDED I o� ,,,� STEEL PIPE INSERT
<br /> � � � _ _ MIN CLR SPACING Jo � 45' (SCH 40) REQ'D W/IN TY�P PT CONC
<br /> „ TENDONS CONDUIT MAX OD < t/4 LARGER OF 3d1 Q "'
<br /> � � SEE "TYPICAL HORIZ TENDON O R 1 1 2» „ � �� q�5 3 �� ANCHOR BEARING CONE SECTIONS ❑
<br /> � ��2 CURVATURE" FOR LIMITS ON � -� O R 3 d 2 (4 M I N) TENDON ANCHOR --� �� „ .� �� DETAILS
<br /> �
<br /> � TENDON SWEEP AND REINF „ ' 7 � "
<br /> , DEAD END ANCHORS �4 � 12 OC � z ►�
<br /> Q � REQUIREMENTS STAGGERED AND PLACED _ CLR � '� „
<br /> � TOP & BOT �` d 1' 0" MIN TYP b�� �
<br /> � p�N HORIZ IN SLAB TYP TENDON `�` � �
<br /> �
<br /> v c �. `� 3» C�R
<br /> �' � FORMED GROOVE � � � W � ,� -- �--- -�--�►�------- MIN
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<br /> Q IN PLASTIC CONC -� - - - - � v � - PENETRATIONS FARTHER
<br /> _ �- - = _ _ - .-- - --,.
<br /> ^ <r CONSTRUCTION JOINT FACE � �y
<br /> � . � �
<br /> � � CONC SLAB � w .:� FROM THE ANCHOR
<br /> � � � 1" CLR 2d MIN � w THAN THIS, DO NOT
<br /> � REQUIRE STEEL INSERTS
<br /> � � : : ' �... �J �- ENCAPSULATION SYSTEM, �� MIN ��
<br /> � � �-� °- � CONTINUOUS TENDON - SEE GENERAL N01ES AND N �� Z �� � �� Date- 2 2013
<br /> � `� ' ' SPECIFICATIONS �. Q � �• ANY SLAB OPENING WITN DIMENSIONS GREATER THAN i -0 MUST HAVE . 06/ 11
<br /> �,.. m ELEVATION 1. REINFORCING REQUIRED WHEREVER CONDUIT SPACED AT LESS THAN 4" OR 3d CLEAR. REINFORCEMENT PER DETAIL C/S4.41. Job No: 113041
<br /> a � 2ND PLACEMENT 1 ST PLACEMENT 2. PROViDE 2 MIN CLEAR BETWEEN CONDUITS & TENDONS. 2. SEE TYPICAL SLAB EDGE DETAILS FOR ADDITIONAL INFORMATION.
<br /> f. � '�``� 3. TENDON AND MILD REINFORCING LOCA�IONS TAKE PRECEDENCE OVER CONDUIT LOCAl10NS. 3. WHERE BACK-UP BARS ARE INTERRUPTED BY PENETRATIONS, CUT
<br /> �; - NO S: 4. STACKING OF CONDUIT IS PROHIBITED. BACK-UP BARS 1" CLEAR FROM EDGE OF PENETRATION.
<br /> � � 1. SEE TYPICAL SLAB EDGE DETAILS FOR REINFORCEMENT AT TENDON ANCHORS. 5. CONDUITS SHALL CROSS AT AN ANGLE NOT LESS THAN 45 DEGREES. THE COMBINED Dra,wing Na.
<br /> ; � 2. L = DISTANCE TO CL OF NEXT SUPPORT. DIAMETER SHALL NOT EXCEED 1/3 THE SLAB DEPTH.
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<br /> � " TYP SLAB SEALANT JOINT NO SCALE R TYP ADDED TENDONS NO SCALE S TYP CONDUIT IN PT SLABS NO SCALE 1" TYP PENETRATIONS AT TENDON ANCHORS NO SCALE U v
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