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Plans (593) BUP2006 - 00206 NOTE : 1 PERMIT 6 SETS OF PLANS 30F6 INT.SLEEVE AND ZERO VOID ENCAPSULATED ? " NOTE: 12" MIN." FOR STRESSING CAP TO BE ANCHOR W/ TRANSLUCENT �7l l3/G7 SEE STRUCTURAL DRAWINGS PLACED AT GREASE FILLED CAP REUSABLE PLASTIC FOR ADDITIONAL REINFORCING ANCHOR END GROMMET BY PTC. HAIRPIN PER HAIRPIN PER PLACE END-CAP AFTER REQUIRED SPLIT EDGE FORM AFTER REMOVAL 21 MIN." %TAf BY OTHERS OF SPLIT GROMMET ISTRICT. DW35 5TRUCT, DW35 STRESSING AND CUTTING PRESTRESSING STEELANp 6TRE551NG F AT EA ANCHOR AT EA. ANCHOR TAIL 1.1 PRESTRE561Z STEEL SHALL BE 1/241-WIRE LOUT RELAXATION STRAND 52 THE STRESSING MUST NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, I HAS OCCURED. IF FOR PRESTRESSED CONCRETE MANUFACTURED IN ACCORDANCE WITH CURED UNDER JOBSITE CONDITIONS,HAVE BEEN TESTED AND INDICATE SPLIT CABLE ® USE SPLIT r ( J1'4 DRILLED ASTM A416 AND FREE FROM CORROSION. THAT THE CONCRETE HAS ATTAINED THE STRENGTH CALLED FOR ON THE SEAL SHEATHING AND \ 6 ZERO VOID TUBE HOLE NOMINAL DIAMETER 1/1" STRUCTURAL DRAWINGS. PTC DOES NOT RECOMMEND STRESSING OF ANY OLYETHYLENE NOMINAL AREA 0.153 SQ IK CABLES WHEN THE AMBIENT TEMPERATURE IS BELOW 40'F. \ TAPE ON ANY MODULUS OF ELASTICITY .'. . . . . 28)00 KSI SLEEVE � EXPOSED CABLE. ULTIMATE STRENGTH . . . 413 KIPS 53 ALL PRESTRESSING STEEL SHALL BE STFZ58ED BY MEANS OF PTC MAX.TEMPORARY FORCE . . . . . 330 KIPS HYDRAULIC JACKS,EQUIPPED WITH CALIBRATED HYDRAULIC PRE85URE —� ANCHORING FORCE GAUGES,TO PERMIT THE STRESS IN THE PRESTRESSING STEEL TO BE . . . . . . 28.9 KIPS COMPUTED AT ANY TIME. A CALIBRATION CHART SHALL ACCOMPANY EACH 3�BT" NAIL ANCHOR o p FINAL EFFECTIVE FORCE . . . . . . . . . . . . . . . .2b8 KIPS NAIL ANCHOR SPLIT PLASTIC GROMMET JACK AND GAUGE COMBINATION REINFORCING PER REINFORCING PER TO EDGE FORM BY PTC TO EDGE FORM 12 STRAND IS COATED WITH A CORROSION PREVENTATIVE LUBRICATING 5.4 THE STRESSING SEQUENCE SHALL BE AS FOLLOWS: STRUCTURAL DUGS. STRUCTURAL DWGS. q } GREASE MEETING PTI RECOMMENDATIONS AND ENCASED INA - CONTINUOUSLY EXTRUDED SEAMLESS,POLYETHYLENE PLASTIC SHEATHING, 5.4.1 TYPICAL SLAB WITH BANDED t DISTRIBUTED TENDONS: INT�RM D IATA 5TR 551NC ANCHORAC�� DEAD END ANCHORAGE 5TRE55ING ANCHORAGE �° � THICKNESS PER EDP, TORN OR DAMAGED SHEATHING SHALL STRESS DISTRIBUTED TENDONS THEN BANDED TENDONS. BE REPAIRED. 13 TOTAL ELONGATIONS SHALL BE BASED UPON: SEE PLAN NOTE5 POR 5TRE66ING 5EQUENCE F5LA1311 THICK OR MORE- ZERO VOID ANCHOR 5Y5TEM u' P x L - 28.9 x (I x 12) - 0.081" /FT.OF TENDON LENGTH A x E 0.153 x 2800 55 THE PROCEDURE FOR STRESSING SHALL BE A5 FOLLOWS: Q ANCHORAGES 55J REMOVE GROMMETS AT STRESSING ENDS AND COLLECT FOR RE-USE. 5.1815" 2.1 ALL ANCHORING HARDWARE SHALL MEET THE MINIMUM REQUIREMENTS SET INSPECT THE CASTING TAPER VOID TO INSURE THAT CEMENT PASTE 5'-011 MIN," 1'-3"" 12" MIN,, FORTH IN ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED OR OTHER DEBRIS IS NOT PRESENT IN ANCHORAGE. REMOVE IF z CONCRETE" (ACI 318-02,CHAPTER IB). PRESENT. P.T. STRAND LENGTH OF TRANSITION CURVE STRAIGHT � s ,r 552 REMOVE EXCESS GREASE AND DIRT FROM STRAND TAIL BY USING (TIE SECURELY IN PLACE) A A Sweep 4 TtCONT.21.1 STRESSING ENDS: B e a GENERAL TECHNOLOGIES ZERO VOID,ENCAPSULATED CASTING (RED) RAGS. IT IS NOT NECESSARY TO THOROUGHLY CLEAN THE TAILS DetailOF M 0m WEDGES,ZERO VOID POCKET FORMER(RED),6-INCH ZERO VOID SEAL, GREASE,ONLY t0 REMOVE EXCESS SURFACE MATERIALS. + M I � 05 f> AND ZERO VOID CAP WITH GREASE. 553 INSERT WEDGES SIDE-BY-SIDE,BY HAND INTO EACH ANCHOR STANDAR) CHAIR WITH 55.4 PUT A PAINTMARK ON EACH STRAND Ai THE SLAB EDGE OR AT * 4 BARit. METAL CHAIRS 212 INTERMEDIATE STRESSING ENDS: A FIXED DISTANCE FROM THE EDGE OF THE SLAB. SHALL HAVE PLASTIC Uj � GENERAL TECHNOLOGIES ENCAPSULATED CASTING (BLACK),05 WEDGES, 555 STRESS TENDONS TO 33 KIPS. SEE CALIBRATION REPORT COATED FEET SPLIT PLASTIC INTERMEDIATE POCKET FORMER 12-INCH TRANSLUCENT SLEEVE FOR TATA=ET GAUGE PRESSURE. TRANSLUCENT CASE-FILLED SUJ PORT BARS l ON SLAB SIDE,24-INC14 TRANSLUCENT SLEEVE AND INTERMEDIATE CAP 5519 PERMANENTLY SEAT THE WEDGES IN THE ANCHORAGE USING THE -� �� CAP WITH LOCKING LUGS.(No (SEE SUPPORT PLAN) %T'# ON STRESSING SIDE,AND TWO SPLIT CABLE SEALS. TUBES MUST BE HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. ORIENT GAP BETWEEN LOCKING LUGS ON LIVE END PLACE ANCHORAGE FILLED WITH GREASE IN FIELD. 55.1 REMOVE THE SiRE5SING RAM. SEE SUPPORT PLAN FOR SIZE WEDGES so rHE GAP, CAPS FOR ANCHORS 2 POINTS TO TOP of RAM. CONTAINING A HEAT RING). VERTICALLY. _o 2.13 FIXED ENDS: 552 MEASURE FIINAL ELONGATION AND RECORD. TYPICAL SUPPORT FOR 1'OR THICKER- VERT. GENERAL TECHNOLOGIES ZERO VOID,ENCAPSULATED CASTING (RED) 5b THE POST-TENSIONING OPERATION SHALL BE CONDUCTED 60 THAT ACCURATE FOR V OR THIMNER- HORIZ SLABS 1" THICK OR MORE 05 WEDGES,b-INCH ZERO VOID SEAL,AND ZERO VOID CAP WITH GREASE ELONGATION OF TI4E PRESTRESSING STEEL CAN BE RECORDED AND COMPARED (LOCKING LUGS). WITH CALCULATED ELONGATIONS.RECORDS SHALL BE KEPT OF ALL JACKING wEDGEs FLARE AT ZERO VOID ANCHORAGES c� FORCES AND ELONGATIONS AND SHALL BE SUBMITTED PROMPTLY TO THE STRUCTURAL ENGINEER FOR HIS REVIEW. IF INCONSISTENCIES EXCEEDING -5qe Q TENDON FABRICATION TO +19, OCCUR BETWEEN CALCULATED AND MEASURED ELONGATION,THE CAUSEILL 3,1 TENDONS SHALL BE FABRICATED TO PREDETERMINED LENGTH A5 SHOWN OF THE INCONSISTENCY SHALL BE DETERMINED AND RESOLVED PRIOR TO _ SEE TENDON LAYOUT FOR DIMENSIONS 12 STRAIGHT"' coJ STRESSING ANY ADDITIONAL TENDONS. in NN ON THE PLACING DRAWINGS. THE LENGTH SHALL BE SUFFICIENT TO _ STRAND ALLOW A MNIMUM OF 12 INCHES AT EACH STRESSING END. 5.1 TENDONS STRESSED FROM ONE END ONLY SHALL BE SO INDICATED ON THE (TIEP.7.SECURELY IN PLACE) F- _ PLACING DRAWINGS. TENDONS THAT ARE STRESSED FROM BOTH ENDS 32 TENDONS WHICH ARE STRESSED FROM ONE END ONLY SHALL HAVE NEED NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY. THESE O a- Q FIXED-END ANCHORAGES ATTACHED PRIOR TO SHIPMENT. TENDONS WHICH TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN THE OFP051TE cn z Q A A ARE INTERMEDIATELY STRESSED SHALL HAVE THE INTERMEDIATE END. ELONGATIONS FROM BOTH ENDS ARE ADDED AND THAT TOTAL SLAB BOLSTER o ANCHORAGE(S)PLACED BEHIND THE FIXED-END ANCHORAGE,OR WITH NO COMPARED TO THE CALCULATED ELONGATION SHOWN ClJ FIXED-END ANCHORAGE, PLACED NEAR THE END OF THE TENDON COIL, �i���i�� w SUPPORT BARS c� 33 TENDONS SHALL BE CLEARLY IDENTIFIED BY COLOR CODE AS CALLED 52 SAFE OPERATING PROCEDURES SHOULD ALWAYS BE FOLLOWED: CIA SEE PLAN FOR LOCATION OUT ON THE PLACING DRAWINGS FOR EASE OF INSTALLATION. COLOR 521 READ CAUTION LABELS ON EQUIPMENT. SEE SUPPORT PLAN FOR SIZE ~ CODE SHALL BE MARKED ON THE FIXED-END ANCHORAGE CASTINGS OR 522 DO NOT ALTER ANY EQUIPMENT SUPPLIED BY PTC. ANY " fK ON THE STRAND SHEATHING. DEFECTIVE PARTS ARE TO BE REPLACED ONLY BY QUALIFIED PTC C `Q LU 3.4 EACH TENDON SHIPMENT SHALL BE ACCOMPANIED BY A TENDON PERSONNEL USING PTG SUPPLIED PARTS UNLESS INSTRUCTED SLAB BOLSTER TTI FABRICATION ORDER INDICATING THE NUMBER OF TENDONS,THEIR OTHERWISE BY PTC. THIS INCLUDES THE COMPLETE TENSIONING LENGTH,COLOR CODE AND QUANTITY OF ANCHORS,WEDGES,GROMMETS, UNIT INCLUDING PUMP,HOSES,FITTINGS,JACKS,COUPLERS 4� AND GAUGES. SLEEVES, END CAPS AND SUPPORT CHAIRS (WHERE APPLICABLE)SHIPPED. ADDED STRANDS ARE GROUPED _ C 523 WHEN EQUIPMENT !S BEING MOVED BETWEEN FLOORS OR ADJACENT SECTION A-A WITH CO^"'!NUOUS STRANDS $4 T413Q �, 35 TENDONS WILL BE FABRICATED IN SUCH SEQUENCE AND QUANTITY AS TO POURS 5`;"MEANS OF HOISTING EQUIPMENT;GAUGES SHOULD BE F ALLOW SHIPPING IN FULL TRUCKLOADS. UPON ARRIVAL,PURCHASER REMOVED AND HAND CARRIED. DO NOT ATTEMPT TO TRANSPORT STRAND 5UPPOR15 ZERO VOID ANCHOR STAGGER DEAD END ANCHORS SHALL INSPECT THE SHIPMENT PRIOR To UNLOADING AND SHALL NOTE EQUIPMENT WHILE GAUGE 15 STILL ATTACHED TO PUMP UNIT IF MORE THAN 2 ARE PLACE) ANY DMAGE OR QUANTi 1 Y VARIATIONS ON THE CARRIER'S BILL OF LADING. PTC SHALL HAVE NO LIABILITY WHATSOEVER WITH RESPECT TO 6.0 SEALING ANCHORAGE BLOCKOUTS RICA5E SE6 />ET4/L l/ V' ANY DAMAGE OR VARIATIONS NOT So NOTED, SEPARATE TENDONS INTO 2-TENDON �5s L "4 T413 z 319 PURCHASER SHALL PROPERLY UNLOAD TENDONS. THE USE OF A NYLON 6.1 AFTER 5TRES5ING IS COMPLETE,ELONGATIONS VERIFIED, AND STRUCTURAL GROUPS SPACED WITH 2-INCH CLEAR y 0" MIN."" STRAIGHT O SLING 15 RECOMMENDED FOR UNLOADING TENDONS TO PREVENT DAMAGE TO ENGINEER HAS GIVEN APPROVAL,CUT OFF EXCESS STRAND WITH AN —�—` BETWEEN GROUPS. PROVIDE HAIRPINS THE SHEATHING. PURCHASER SHALL SATISFACTORILY PROTECT TENDONS OXYACETYLENE TORCH APPROX. I-UNG I AWAY FROM THE BACK FACE OF THE ST��� sN/�tl 3 AS REG2UIRED BY STRUCTURAL DRAWINGS 12"�� h , SUPPORT BAR AND CHAIR Z � AND OTHER MATERIALS AT THE JOBSITE FROM CORROSION AND OTHER ANCHOR(USE a A PLASMA CUTTER 15 REQUIRED AT ZERO VOID PLASMA TRIM REINFORCING AS REQUIRED W PERILS PRIOR TO PLACEMENT ANCHORAGES) IMMEDIATELY FOLLOWING CUTTING THE GABLE, GAP THEA T�TE� �� t t0 CONFINE TENDONS AT EXCESSIVE SWEEPS. MIN. BY ENGINEER b ANCHORAGE WITH A TRANSLUCENT GREASE-FILLED PLASTIC END CAP. yi SLA551 THICK OR MORE TENDON PLACEMENT IV Sl D L ©1= I 0 qn 4.1 LOCATE THE CENTER LINES OF THE BUNDLES AT THE EDGE FORMS A5 �Ac� ZERO VOID ADDED STRANDS n' SHOWN ON THE PLACING DRAWINGS. LOCATE AND MARC THE INDIVIDUAL o r CAN Gtz C r .� ANCHORAGE CENTERLINES. AT STRESSING ENDS THE CONTRACTOR SHALL 62 CLEAN THE SIDES OF THE STRESSING BLOCKOUT WITH A STIFF BRUSH PRIOR CONTINUOUS STRAND GRIP �I To FILLING THE STRESSING BLOCKOUi WITH GROUT. REFER TO THE STRUCTURAL �- DRILL I" DIAMETER HOLES IN THE EDGE FORMS. AT INTERMEDIATE ENGINEER'S DRAWINGS FOR GROUT TYPE AND PATCHING PROCEDURES. WHEN 1'-011" I'-011$" 4e STRESSING JOINTS,NOTCHED OR SPLIT FORMS SHALL BE PROVIDED TO NO GROUT 15 SPIECIFIED MEND PTC RECOMMENDS MASTER BUILDERS PRODUCT kAY FACILITATE TENDON PLACING. EMACO 8350 Ci BE USED. CONTACT BOB HAUN OF CHEMREX, INC. AT 1 I05TRAIGHT PROFILE �- + 42 AT STRESSING ENDS,NAIL ANCHORAGES WITH GROMMETS SECURELY (253)265-2561 FOR THE PRODUCT INFORMATION. OR VISIT THE CHEMREX WEB IN PLACE AGAINST EDGE FORMS USING RING SHANK NAILS. SITE At WUIW.CHEMREXC01 AND LOOK FOR T1B7' IP$ORMATION lmin.) �� DROP DIST TENDONS BELOW DISTRIBUTED TENDONS 43 LAT BOTTOM BACK-UP BARS ALONG EDGES OF SLAB, INTERMEDIATE <,MIN. CLEAR Is BANDED TENDONS AT SUPPORTS � STRESSING JOINTS,AND ADDED TENDON FIXED ENDS. MISCELLANEOUS PLAN VIEUJ AT OPENINCxS 5WEEP DETAIL WHERE ORDINATES ARE THE SAME BANDED REINF. 4.4 PLACE SUPPORT BARS AND TENDONS ACCORDING TO PTC PLACING 1.1 ALL THE EQUIPMENT USED FOR HANDLING AND PLACING TENDONS MUST T T T T_ 7 T_ T Ir :r :c-7: T_ :r DRAWINGS. REVIEW DETAILS AND NOTES SHOWING PLACING SEQUENCE IN NOT DAMAGE OR DETERIORATE THE PRESTRESSING STEEL OR THE T T CRITICAL AREAS, PLACEMENT OF REBAR MUST BE COORDINATED WITH ANCHORAGES. PLACEMENT OF TENDONS. IN CASE OF CONFLICT,TENDON LOCATION 12 BURNING AND WELDING IN THE VICINITY OF THE TENDONS IS \ GOVERNS' DISCOURAGED, CAR= MUST BE TAKEN iO INSURE THAT TENDONS ARE NOT BANDED TENDONS - 45 IF JOBSITE CONDITIONS WARRANT,THE LOCATION OF THE FIXED END SUBJECT TO HIGH TEMPERATURES, WELDING SPARCS OR GROUND ANCHORAGE MAY BE REVERSED WITH THE LOCATION OF THE STRESSING CURRENTS. Q END ANCHORAGE. (With approval from Engineer of record) 13 PTC PLACING DRAWINGS ARE INTENDED FOR TENDON AND SUPPORT BAR REINFORCING BARS PER GCI 419 ACTUAL PLACING SEQUENCE OF TENDONS VARIES WITH THE TYPE OF PLACEMENT ONLY. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR STRUCTURAL DRAWINGS. STRUCTURE. ALWAYS REVIEW DETAILS AND NOTES FOR SPECIAL EXACT LOCATICR OF EDGE FORMS,OPENING,CHANGES OF LEVEL ANDS7UDRAIL ALL REBAR BY OTHERS 311 MIN. RECEIVEDCONDITIONS. FOR TYPICAL STRUCTURES THE SEQUENCE IS A5 FOLLOWS: FINAL FINISHED CONCRETE ELEVATIONS OF SLABS AND BEAMS. TYPICAL INTERIOR COLUMN — 419.1 TYPICAL TENDON LAYOUT: PLACE BANDED TENDONS 1.4 ALL INSERTS FOR SUSPENDED MECHANICAL AND ARCHITECTURAL WOW TYPICAL �i 20U i (8" OC.BETWEEN 5UNDLE5)THEN DISTRIBUTED TENDONS. MUST BE CAST-TIN-PLACE, IF ADDITIONAL FASTENERS ARE REQUIRED, Tigard POWER-DRIVEN FASTENERS WILL BE PERMITTED ONLY WHERE THEY WILL 4.1 TENDON PLACING PROCEDURES ARE AS FOLLOWS: NOT SPALL THE CONCRETE AND NOT DAMAGE THE TENDONS. CONTRACTORS A�pWvePlan P&G CONSTRUCTIONMUST LOCATE TENDONS AT TINE SURFACE OF THE SLA$ BEFORE DRIVINCs o oB,/ Date 4.1.1 UNCOIL TENDONS IN ACCORDANCE WITH THE APPROPRIATE TENDON FASTENERS. U � PLACING SEQUENCE ABOVE, STARTING AT FIXED ENDS. 15 ALL POCKETS AND CLOSURE STRIPS REQUIRED FOR ANCHORAGES MUST BEA pD pplo c �_ T,u ,s r E: j zf L€,s':RIYr9 4� 1NE ','p Q) 4.12 TIE FIXED ENDS AS SNOUTN. CAP ANCHOR WITH GREASED FILLED CAP. ADEQUATELY REINFORCED SO AS NOT TO DECREASE THE STRENGTH OF THE ;r' ' °r <z c? 4. aosTsr 9 ci) STRUCTURE. 4.13 AT STRESSING ENDS. REMOVE SHEATHING FLUSH WITH BACK 51DE cc OF ANCHORAGE CASTING. THE LENGTH FROM INSIDE FACE OF FORM DECK l c� ` ;, IL g TION 7ij ycarfii3d -"--' 5-,-- EDGE ,, ; ,c 9f .c f!a o ,.C1L+and f1?Id construction �� • - EDGE FORM TO STRAND END MUST BE A7 LEAST 12 INCHES. PASS C t (�1 TENDONS THRJ ANCHORAGES. DGTAIL c1,;e' I haM been cootdtTi,tpd,End �j�/ M , y9���0 z aft IL�__ 4.1.4 WHEN APPLICABLE: CALLOUT LEGEND ,e a,_bmrttal is in compliance wlth 4 AT INTERMEDIATE STRESSING JOINTS,SLIDE ANCHORAGE WEER OF TENDONS N BUNDLE Contract D�°�ju�rnents. U Ems` CASTING TO APPROXIMATE JOINT LOCATION. REMOVE JUST TENDON CUT LENGTH tom/ -et ENOUGH SHEATHING TO INSURE PROPER STRESSING. NO ulgns�: pat®;_ 7 - 4 o G Expires. SHEATHING CAN REMAIN IN ANCHORAGE CASTING. PLACE I ELONGATION IN INCHES - �� c6 THRU EDGE FORT AND NAIL ANCHORAGE CASTING AND SPLIT r GROMMETS AGAINST THE INSIDE. NO EXCEPTION NOTED ❑ �CORRECTIONS NOTED IiQ — ID x15 .0 0_6 - Zero Void Encapsulated 5y5tem 42 LAY TOP BACK-UP BARS ALONG EDGES OF SLAB, INTERMEDIATED W°�� C'" STRESSING JOINTS AND ADDED TENDON FIXED ENDS. TIE BOTTOM AND Red THIS REVIEW is FOR GENERAL CONFORMANCE WITH DESIGN TOP BACK-UP BARS TO ANCHORAGES OR TENDONS AS SHOWN. CDNCEPT ONLY.ANY DEVIATION FROM Paws OR SPECIFICATIONS COLOR CODE NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN 4.9 CHAIR UP SUPPORT BARS ACCORDING TO TENDON PROFILES SHOWN. REVIEWED.REvEWMkaNOT DDNSTTTUTEACWKETE CHECK OF PTC SHOP DRAWINGS PLACE TENDONS WITH SMOOTH HORIZONTAL CURVES AT ANCHORAGES AND BGENp ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE P I. LFp AROUND OPENINGS AS SHOWN. FOR UNIFORM TENDONS,PLACE ONE CHAIR �cToR F OONTPAMAL T I S® SFORAlYERROR These shop drawings illustrate the details of the PTC Post- O4wAsy o AT EACH INTERSECTION OF TENDON GROUP AND BAR FOR BANDED -- tensioning System. They were prepared In conformance TENDONS, PLACE ONE CHAIR AT EVERY OTHER INTERSECTION OF TENDON SINGLE STRAND =— GROUP AND BAR(UNLESS NOTED OTHERWISE ON PLACEMENT DRAWING). AAJ ENGINEERING with the structural drawings provided to PTC by protect owner TWO STRANDS BUNDLED NOTE: p p preparation R 25854 w4 TIE c;HAiR, TENDON GROUP AND BAR TOGETHER BEAM TENDONS SHALL or Its representative. PTC took no art in re Oration or ,, BE TIED DIRECTLY TO BEAM SUPPORT BARS IN BUNDLES AS SHOWN IN DO THREE STRANDS BUNDLED Dab L Tz/off TO PREVENT THE POSSIBILITY OF review of said structural design and PTC DISCLAIMS ANY o.� IST BEAM DETAILS. h Fs FOUR STRANDS BUNDLED CEMENT PASTE ENTERING GROMMET Sr AL � FIVE STRANDS BUNDLED LIABILITY For 1t. The stamp or seal TENDON STRESSING AT STRESSING END, APPLY DAB OF on these shop Drawings pertains only to the transfer of 1 , ENDED GREASE IN WEDGE POCKET OF STRESSING XPIRES 09-24-08 5.1 THE STRESSING OPERATION MUST BE UNDER THE MEDIATE CONTROL OF STRANDS DEAD- the forces required by the engineer of record on the INTERMEDIATE STRESSING SYMBOL —SYMBOL. ORIENTATION DENOTES structural drawings, and not to the Ode uac of the +t A PERSON EXPERIENCE) IN THIS TYPE OF WORK, THIS PERSON MUST ANCHOR THEN SEAT ANCHOR FIRMLY MAINTAIN A CLOSE CHECK AND RIGID CONTROL OF ALL OPERATIONS. STRESSING END DIRECTION OF PULL, SEE DETAILS g q y JOB 06-12-0861 ADDED STRAND THIS SHEET. SEE TENDON LAYOUT TC INC, ND SQUARELY ONTO GROMMET AND structural deal n. NO WARRANTY, EXPRESS OR IMPLIED, PLANS FOR ANCHOR LOCATIONS. /� e RECOMMENDEDI I ppI I�� PTC✓ /�IaISECURE ANCHOR TO EDGE FORM WITH g f SLAB EDGE CONFIRM WITH I �U� I U��� ���fil{�� as to the adequacy of the strucurapl design Is made by _ I CONSTRUCTION JOINT RING-SHANK NAILS OR SCREWS. virtue of an such stamp or seal. PT = 1 /1 '- � - W= I l l JwC- O -� {1C- 30 x 61'-0' 0=51i8' 21 x 158'-0' A= 123/8', D RED-WHT RED N � O } - - - -- -- - - - -- -- - - - - -- -- - ----- - - -- - -- - - - - -- - - - - -- - - - -- - ° � x dn ui mom Idi 9 to I as4O Q _ 1 S3 _ 1 I � N aimr In Ell I I - MIT tri �[Q Q. U 4 4 I dl O (' 09 �u b cwt 1 I N ` 09 I Q I � I _ I I ° 0 9 - - - I � 4 I I I a a o in (� eIN PLO I I I o �+ I i I � o I I - - - - - - I - - - - - - - - - - - - - - - - - - - 1 z I I z 0 N I 1 WF F- �r H r- 0 � a d Z � I I I wit o I d I � N Q) XI I Ql cn 1 1 � I I � 1 -- -- -J e Q_ � � w � 11 0 �- - -- - - - - - - --- - - -- - - - - - - -- - - -- - J `A4 - - -- - - - - - --- -- - - - - - - - - - - - - - ;~ 30 x61'-0' 0=511/81 6 128'-0' . p:gYB' MN 15 �p01 va (� V RED-WHT RE -BRN GpNs(RUG�\0� � e� � �Z� ADD1T10NAL P�T -TENbONS. A� 4aVh1 E�a,E of SQA Ai � �O ��s-tR1t3uTED DIRECTIDIJ . oNLYG7ZID ��G1NE�SSi A ArJ D H 60819PE 0 )� �(� 1 .,,0 EG qv rn � � 11— �--- 4i gr77 a �� Q x an SNA . lEdap Expires: 1051100P °c d NOTES: Upl�� Level Tend®n 1= � �0� planFT I. S.B. = SLAB BOLSTER 8. ALL CHAIR SIXES ARE FROM BOTTOM OF SLAB (UN.O.) 12. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE 15. PTC RECOMMENDS AN ELONGATION TOLERANCE OF SCALE: 3/32' = 1'-0' Ada 25854 2. C.G.S. = CENTER OF STRAND S. IF SPACING BETWEEN SUPPORTS IS NOT SPECIFIED, DIVIDE SPACED NOT MORE THAN 2'-O' OL, TWO CHAIR MINIMUM. 6% FOR TENDONS SHORTER THAN 50 FEET. ssroxnL 3. S.P. = STRAIGHT PROFILE DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF 13. SEE SHEETS PT-1 16. FOR TENDONS LESS THAN 25 FEET IN LENGTH PTC CANNOT 4. S.T. = SMOOTH TRANSITION EQUAL SPACES. FOR ADDITIONAL NOTES AND DETAILS. GUARANTEE THE REQUIRED EFFECTIVE FORCE CAN BEexPIREs os-za-oa 5. MD. = MID-DEPTH SLAB 10. AT SLAB EDGE PLACE ALL ANCHORS AT MID-DEPTH. 14. WHEN SETTING WEDGES FOR STRESSING, PAY PARTICULAR ACHIEVED WITHIN -5%. ELONGATE TENDON TO SPECIFIED 6. UN.O. = UNLESS NOTED OTHERWISE 11. CHAIRS REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED ATTENTION TO THE ORIENTATION OF THE WEDGES SHOWN GAUZE PRESSURE AND RECORD ELONGATION. JOB" 06-12-0861 1. HEIGHTS SHOWN ARE CHAIR SIZES (UN.O.) TENDON GROUPS AND SUPPORT BARS. IN THE 'ANCHOR' DETAIL ON SHEET PT-1. ELONGATIONS WITHIN 1/4 INCH ARE ACCEPTABLE. 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S/4 2S eb ab lab sb I- v a21 leb m ° deb n 2a °6 n 14 uQ hq a s 14 IZ s` m 41� 1/4 iri 1/i 2i/4 ir4 P4 m 91 w a4 dba 44 ADi d4 34a 4 31ra pp 31ia �4a 3y2 31Va 8 secs 3.-11/2 1.t 14 d11 1j1 u K 21/4 114 2ir4 41 n7 LJ— U 41 2 9-� 2 1 2 2 'b' g , ' gam`_ Y(�'CQ r(qr ga`_ _--�+L,�7'Og8 ,(�' g� — ,(7'GuB El P&GGp�STEll1 � � U� �O �1 N FSS' 10 1.3 60819PE y O @ O +dtr V yOR qqf— / Y7 7 tq PQ Q X dl Expires: 04 WAS N®TE5: Upper Level 5U020rt Sar Plan 1. S.B. = SLAB BOLSTER 8. ALL CHAIR SIXES ARE FROM BOTTOM OF SLAB (UN.O.) 12- CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE X15. CHAIR HEIGHT OR CGS MEASURED FROM BOTTOM OF r _ SCALE: 3/32 - 1 -(D �o �Os4y T T 2. C.G6, = CENTER OF STRAND 9. IF SPACING BETWEEN SUPPORTS IS NOT SPECIFIED, DIVIDE SPACED NOT MORE THAN 2'-0' O.C., TWO CHAIR MINIMUM. THICKENED SLAB OR SOFFIT. DEPTH OF DROP PANELS ss�orrnL Wl 3. S.P. = STRAIGHT PROFILE DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF 13. SEE SHEETS PT-1 (IF ANY) NOT INCLUDED. 4. S.T. : SMOOTH TRANSITION EQUAL SPACES. FOR ADDITIONAL NOTES AND DETAILS. EXPIRES 0s-24-08 5. M.D. = MID-DEPTH SLAB 10. AT SLAB EDGE PLACE ALL ANCHORS AT MID-DEPTH. 14. WHEN SETTING WEDGES FOR STRESSING, PAY PARTICULAR 6. UN.O. = UNLESS NOTED OTHERWISE 11. CHAIRS REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED ATTENTION TO THE ORIENTATION OF THE WEDGES SHOWN JOB" 06-I2-0861 1. HEIGHTS SHOWN ARE CHAIR SIXES (UND.) TENDON GROUPS AND SUPPORT BARS. IN THE 'ANCHOR' DETAIL ON SHEET PT-1. Zer®. Void nCa pgu Ia ed 5y5 em FT -