Plans (7) BUP2018 -00197
GTI zero Void (REP)
Intermeclitates? Typical T. SLEEVE AND ZERO VOID ENCAPSULATED z z
NOT : 12" MIN f= FOR STRESSING CAP TO BE ANCHOR W/ TRANSLUCENT REUSABLE PLASTIC
PRESTRESSING STEEL SEE STRUCTURAL DRAWINGS PLACED AT GREASE FILLED CAP 04== T46 CONT. GROMMET BY PTC.
FOR ADDITIONAL REINFORCING ANCHOR END
46 LAY TOP BACK-UP BARS ALONG EDGES OF SLAB, INTERMEDIATE 6TRRE551NG REQUIRED SPLIT EDGE FORM AFTER REMOVAL 211 MIN.== HAIRPIN PER HAIRPIN PER PLACE END-CAP AFTER
1.1 PRESTRESSING STEEL SHALL BE Y"01-WIRE LOW RELAXATION (210 KSI)STRAND JOINTS AND ADDED TENDON FIXED ENDS. TIE BOTTOM AND TOP BACK-UP BARS 3/8T** BY OTHERS OF SPLIT GROMMET STRUCT. DWGS STRUCT. DWGS STRESSING AND CUTTING
FOR PRESTRESSED CONCRETE MANUFACTURED IN ACCORDANCE WITH ASTM A416 To ANCHORAGES OR TENDONS AS $HOUR FAND STRESSING AT EA. ANCHOR AT EA, ANCHOR TAiL
AND FREE FROM CORROSION. HAS OCCURED.
4.9 CHAIR UP SUPPORT BARS ACCORDING TO TENDON PROFILES SHOW PLACE ® � USE SPLIT � / � 1'� DRILLED
NOMINAL DIAMETER.................. 1/2 TENDONS WITH SMOOTH HORIZONTAL CURVES AT ANCHORAGES AND AROUND SHEATHING AND 6 ZERO VOID TUBE HOLE
NOMINAL AREA ......................0.153 SQ. IN. OPENINGS AS SNOW K FOR UNIFORM TENDONS,PLACE ONE CHAIR AT EACH - POLYETHYLENE - - - - - - -
MODULUS OF ELASTICITY ............. 28,500 KSI INTERSECTION OF TENDON GROUP AND BAR FOR BANDED TENDONS,PLACE ONE LL
ULTIMATE STRENGTH .. .............. . 413 KIPS CHAIR AT EVERY OTHER INTERSECTION OF TENDON GROUP AND BAR (UNLESS (o' ZERO VOID SEAL TAPE ON ANY MAINTAIN 4' OVER-LAP OF SHEATHING IN TUBE
�- EXPOSED CABLE,MAX. TEMPORARY FORCE ............ 330 KIPS NOTED OTHERWISE ON PLACEMENT DRAWING)TIE CHAIR,TENDON GROU AND
_ �� � SPLIT CABLE SEAL
ANCHORING FORCE .............. . ...28.9 KIPS BAR TOGETHER BEAM TENDONS SHALL BE TIED DIRECTLY TO BEAM ORT ---�
REQ. AT TUBE END. -
FINAL EFFECTIVE FORCE . ........ .....2(oB KIPS BARS IN BUNDLES AS SHOWN IN BEAM DETAILS. II%' NOLE LOCKING SEAL �► := A 3�STs` NAIL ANCHOR 9- O Z
L4 TAB CONT. REINFORCING PER REINFORCING PER 0
12 STRAND IS COATED WITH A CORROSION PREVENTATIVE LUBRICATING GREASE TENDON STRESSING SPLIT PLASTIC GROMMET TO EDGE FORM ., 4 0)
MEETING PTI RECOMMENDATIONS AND ENCASED IN A CONTINUOUSLY EXTRUDED NAI(. ANC( TO EDCxE FORM BY PTC LOCKING CAP STRUCTURAL DWGS. STRUCTURAL DWG-5. }
SEAMLESS,POLYETHYLENE PLASTIC SHEATHING (50 MIL) TORN OR DAMAGED 5.1 THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A p� ,� TUBES TO BE FILLED FEB 1 1 2019 IY
SHEATHING SHALL BE REPAIRED PER E.O.R. SPECIFICATIONS. PERSON EXPERIENCED iN THIS TYPE OF WORK THIS PERSON MUST MAINTAIN A INTERMEDIATE 5TRE55ING ANCHORAGE W,GREASE IN FIELD, DEAD END ANCHORAGE 5TRE55iNG ANCHORAGE U_
CLOSE CHECK AND RIGID CONTROL OF ALL OPERATIONS. t p �I Y OF 1r1GARD
13 TOTAL ELONGATIONS SHALL BE BASED UPON: SEE PLAN NOTES E5 FOR 5TRE55iNG SEQUENCEls' E 20' THICK SLABS 5LA5 T THICK OR 1"�ORI= z�RO VOID �NCN��L����10
52 THE STRESSING MUST NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS CUi�ED
P x L = 28.9 x (I x 12) = 0.080" I FT.OF TENDON LENGTH UNDER JOBSITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT T14E � p
A x E 0.153 x 28,500 CONCRE LED FOR ON THE STRUCTURAL
DRAW( (6,000 psi - TRESS a 3000 psi). PTC DOES NOT RECOMMEND 5'-0" MIN,* 11-6"ss 12" MIN==
ANCHORAGES STRES51 TEMPERATURE iS BELOW 40° F. 61 Z
2.1 ALL ANCHORING HARDWARE SHALL MEET THE MINIMUM REQUIREMENTS SET FORTH P.T. STRAND LENGTH OF TRANSITION CURVE STRAIGHT
IN ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14 53 ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF PTC HY RAULIC z (TIE SECURELY IN PLACE) A A �►
SECTIONS 258.1 4 25.93.1(a)WHICH REQUIRE COMPLIANCE WITH ACI 423.1-14). JACKS,EQUIPPED WITH CALIBRATED HYDRAULIC PRESSURE GAUGES, T PERMIT _ Sweep 4 TSB CONT. m e
iz-
2.1.1 STRESSING ENDS THE STRESS IN THE PRESTRESSING STEEL TO BE COMPUTED AT ANY T . A + 4 � i etaile
GENERAL TECHNOLOGIES ZERO VOID,ENCAPSULATED CASTING (RED), CALIBRATION CHART SHALL ACCOMPANY EACH JACK AND GAUGE COMBINATION STANDARD CHAIR WITH
05 WEDGES,ZERO VOID POCKET FORMER(RED),6-INCH ZERO `n #4 BAR**. METAL CHAIRS 0
VOID SEAL AND ZERO VOID CAP WITH GREASE. 5.4 THE STRESSING SEQUENCE SHALL BE AS FOLLOWS: SHALL HAVE PLASTIC
2.12 INTERMEDIATE STRESSING ENDS TYPICAL SLAB(TWO-WAY)W/BANDED 4 DISTRIBUTED COATED FEET = uN
GENERAL TECHNOLOGIES ZERO VOID,ENCAPSULATED CASTING (RED), TENDONS: STRE55 TEMP TENDONS FIRST (IF Q U (Lew ,L
05 WEDGES, SPLIT PLASTIC INTERMEDIATE POCKET FORMER, 6-INCH APPLICABLE),STRESS DISTRIBUTED TENDONS SECOND �� TRANSLUCENT GREASE-FILLED SUPPORT BARS
ZERO VOID SEAL ON SLAB SIDE, 24-INCH TRANSLUCENT SLEEVE t THEN BANDED TENDONS. CAP WITH LOCKiNG LIJCsS.(NO (SEE SUPPORT PLAN) %T$$
W/LOCKING CAP ON STRESSING SIDE AND ONE SPLIT CABLE SEAL. ORIENT GAP BETWEEN LOCKING LUGS ON LIVE END PLACE ANCHORAGE
SEE SUPPORT PLAN FOR SIZE WEVGES So THE GAP CAPS FOR ANCHORS
TUBES MUST BE FILLED WITH GREASE IN FIELD. POINTS TO TOP OF RAM CONTAINING A HEAT RING). VERTICALLY. �
55 THE PROCEDURE FOR STRESSING SHALL BE A5 FOLLOWS: TYPiCAL SUPPORT o I R FbORH - iori SLABS 1" THICK OR MORE Q
2.13 FIXED GEERRAAL.STECHNOLOGIES ZERO VOID,ENCAPSULATED CASTING (RED) 55.1 REMOVE GROMMETS AT STRESSING ENDS AND COLLECT FOR RE-USE. FLARE AT ZERO VOiD ANCHOR4GE5
05 WEDGES,6-INCH ZERO VOID SEAL,AND ZERO VOID CAP WITH INSPECT THE CASTING TAPER VOID TO INSURE THAT CEMENT PASTE OR O0
GREASE (LOCKING LUGS). OTHER DEBRIS IS NOT PRESENT IN ANCHORAGE. REMOVE IF PRESENT.
TENDON FABRICATION 552 REMOVE EXCESS GREASE AND DIRT FROM STRAND TAiL BY USING RAGS. SEETENDON LAYOUT FOR DIMENSIONS 12" STRAIGHT$$
3.1 TENDONS SHALL BE FABRICATED TO PREDETERMINED LENGTH AS SHOWN ON THE IT IS NOT NECESSARY TO THOROUGHLY CLEAN THE TAILS OF GRE E, -
PLACING DRAWINGS. THE LENGTH SHALL BE SUFFICIENT TO ALLOW A MINIMUM OF 12 ONLY TO REMOVE EXCESS 504:ACE MATERIALS. P.T. STRAND
INCHES AT EACH STRESSING END. 553 INSERT WEDGES SIDE-BY-SIDE,BY HAND INTO EACH ANCHOR _ (TIE SECURELY IN PLACE)
55.4 PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT FIXED - a
32 TENDONS WHICH ARE STRESSED FROM ONE END ONLY SHALL HAVE FIXED-END DISTANCE FROM THE EDGE OF THE SLAB. _ LU LU
ANCHORAGES ATTACHED PRIOR TO SHIPMENT. TENDONS WHICH ARE 555 STRESS TENDONS TO 33 KIPS STARTING FROM THE CENTER OF ON SLAB BOLSTER n ca
INTERMEDIATELY STRESSED SHALL HAVE THE INTERMEDIATE ANCHORAGE(S) BUNDLES AND WORKING OUTWARD.SEE CALIBRATION REPORT FOR TARGET • �y
PLACED BEHIND THE FIXED-END ANCHORAGE,OR WITH NO FIXED-END GAUGE PRESSURE. �'�-^����i�� LU
SUPPORT BARS
ANCHORAGE,PLACED NEAR THE END OF THE TENDON COIL. 5510 PERMANENTLY SEAT THE WEDGES IN THE ANCHORAGE USING THE m SEE PLAN FOR LOCATION
HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. SEE SUPPORT PLAN FOR SIZE
33 TENDONS SHALL BE CLEARLY IDENTIFIED BY COLOR CODE AS CALLED OUT ON 55.1 REMOVE THE STRESSING RAM.
THE PLACING DRAWINGS FOR EASE OF INSTALLATION. COLOR CODE SHALL BE 55.8 MEASURE FINAL ELONGATION AND RECORD. m29
MARKED ON THE FIXED-END ANCHORAGE CASTINGS OR ON THE STRAND
5L�48 6055T R 29
SHEATHING. 5.6 THE P05T-TEN5IONING OPERATION SHALL BE CONDUCTED SO THAT ACCURATE
ELONGATION OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED
3.4 EACH TENDON SHIPMENT SHALL BE ACCOMPANIED BY A TENDON FABRICATION WITH CALCULATED ELONGATIONS.RECORDS SHALL BE KEPT OF ALL JACKING ADDED STRANDS ARE GROUPED
ORDER INDICATING THE NUMBER OF TENDONS,THEIR LENGTH,COLOR CODE AND FORCES AND ELONGATIONS AND SHALL BE SUBMITTED PROMPTLY TO THE SECTION A-A WITH CONTINUOUS STRANDS $4 TAB a
QUANTITY of ANCHORS,WEDGES,GROMMETS,SLEEVES,END CAPS AND SUPPORT STRUCTURAL ENGINEER FOR HIS REVIEW. IF INCONSISTENCIES EXCEEDING -1% TO STRAND SUPPORTS ZERO VOID ,ANCHOR STAGGER DEAD END ANCHORS -
CHAIRS (WHERE APPLICABLE)SHIPPED. +1% OCCUR BETWEEN CALCULATED AND MEASURED ELONGATION,THE CAUSE OF iF MORE THAN 2 ARE PLACED
THE INCONSISTENCY SHALL BE DETERMINED AND RESOLVED PRIOR TO
35 TENDONS WILL BE FABRICATED IN SUCH SEQUENCE AND QUANTITY AS TO ALLOW STRESSING ANY ADDITIONAL TENDONS. SEPARATE TENDONS INTO 2-TENDON 04 TAB z
SHIPPING IN FULL TRUCKLOADS. UPON ARRIVAL,PURCHASER SHALL INSPECT THE GROUPS SPACED WITH 2-INCH CLEARz
SHIPMENT PRiOR TO UNLOADING AND SHALL NOTE ANY DAMAGE OR QUANTITY TENDONS STRESSED FROi- ONE END ONLY SHALL BE 50 INDICATED ON THE 4'-0" MIN.*= STRAIGHT
VARIATIONS ON THE CARRIER'S BILL OF LADING. PTC SHALL HAVE NO LIABILITY PLACING DRAWINGS. TENDONS THAT ARE STRESSED FROM BOTH ENDS NEED NOT BETWEEN GROUPS. HAIRPINS REQUIRED
Tt^ EJ
WHATSOEVER WITH RESPECT TO ANY DAMAGE OR VARIATIONS NOT 50 NOTED. BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY.THESE TENDONS MAY HAVE WHERE TENDON SWEEP EXCEEDS 1:12. 24��s= SUPPORT BAR AND CHAIR z
MORE ELONGATION AT Oi� END THAN THE OPPOSITE END.ELONGATIONS FROM TRIM REINFORCING AS REQUIRED ,-
MIN. BY ENGINEER
310 PURCHASER SHALL PROPERLY UNLOAD TENDONS. THE USE OF A NYLON SLING IS BOTH ENDS ARE ADDED AND THAT TOTAL COMPARED TO THE CALCULATED SLABS 1' THICK OR MORE
RECOMMENDED
O � PREVENT DAMAGE
ELONGATION SHOWra zSHETHRCHASERsiALL SATISFTONS ORILY T 1 �SD OTHER ZERO YOID 4DD D STRAND5
MATERIALS AT THE JOBSITE FROM CORROSION AND OTHER PERILS PRIOR TO 56 SAFE OPERATING PROCEDURES SHOULD ALWAYS BE FOLLOWED:
PLACEMENT. CONTINUOUS STRAND GRID
5.8.1 READ CAUTION LABELS ON EQUIPMENT.
TENDON PLACEMENT 5.82 DO NOT ALTER ANY EQUIPMENT SUPPLIED BY PTC,ANY DEFECTIVE PARTS V 1'-0"" 11-0
4.1 LOCATE THE CENTER LINES OF THE BUNDLES AT THE EDGE FORMS AS SHOWN ON ARE TO BE REPLACED ONLY BY QUALIFIED PTC PERSONNEL USING PTC 1 L STRAIGHT PROFILE
THE PLACING DRAWINGS. LOCATE AND MARK THE INDIVIDUAL ANCHORAGE SUPPLIED PARTS UNLESS INSTRUCTED OTHER W115E BY PTC.THIS Ess
CENTERLINES. AT STRESSING ENDS THE CONTRACTOR SHALL DRILL I" DIAMETER INCLUDES THE COMPLETE TENSIONING UNIT IINCLUDING PUMP, HO S, (MAX.) DROP DIST TENDONS BELOW DISTRIBUTED TENDONS
HOLES IN THE EDGE FORMS. AT INTERMEDIATE STRESSING JOINTS,NOTCHED OR FITTINGS,JACKS,COUPLERS,AND GAUGES. 6' MIN** CLEAR BANDED TENDONS AT SUPPORTS
SPLiT FORMS SHALL BE PROVIDED TO FACILITATE TENDON PLACING. 5B3 WHEN EQUIPMENT 15 BEING MOVED BETWEEN FLOORS OR ADJACE 4T POURS WHERE ORDINATES ARE THE SAME
BY MEANS OF HOISTING EQUIPMENT,GAUGES SHOULD BE REMOVE AND PLAN VIEW AT OPENINGS 5WEEP DETAIL BANDED REINF.
42 TYPICAL TENDON LAYOUT: PLACE BANDED TENDONS (811 O.C.BETWEEN HAND CARRIED.DO NOT ATTEMPT TO TRANSPORT EQUIPMENT WH GAUGE
BUNDLES)THEN DISTRIBUTED TENDONS. IS STILL ATTACHED TO PUMP UNIT,
6.0 5EALING ANCHORAGE BLOCKOUTS U E B
AFTER STRESSING IS COMPLETE,ELONGATIONS VERIFIED,AND STRUCTURAL.
BANDED TENDONS
43 LAY BOTTOM BACK-UP BARS ALONG EDGES OF SLAB, INTERMEDIATE STRESSING 6.1 ENGINEER HAS GIVEN APPROVAL,CUT OFF EXCESS STRAND WITH AN
JOINTS,AND ADDED TENDON FIXED ENDS. OXYACETYLENE TORCH APPROX. I-INCH AWAY FROM THE BACK FACE THE Job# 35-17-10230WA Submittal: Shop Dra rings-Deferred Submittal
ANCHOR(USE OF A PLASMA CUTTER IS REQUIRED AT ZERO VOID PLASM Submittal No: 03 00 00-s- t REINFORCING BARS PER
4.4 PLACE SUPPORT BARS AND TENDONS ACCORDING TO PTC PLACING DRAWINGS. ANCHORAGES). IMMEDIATELY FOLLOWING CUTTING THE CABLE,ONCE THE ARLES ❑■ Approved No Exceptions Ta ken ❑ Approved With Corrections Noted STRUCTURAL DRAWINGS.
REVIEW DETAILS AND NOTES SHOWING PLACING SEQUENCE IN CRITICAL AREAS. ARE COOL TO TOUCH, CAP ANCHORAGE WITH A TRANSLUCENT GREASE-F E] Revise and Resubmit El Rejected STUDRAiL ALL REBAR BY OTHERS 3"oC MIN.
PLACEMENT OF RREBAR MUST BE COORDINATED PLASTIC END CAP. Reviewed only for general compliance with the design intent of the project and TYPICAL iNTRIOR COLUMN �b
CASE OF CONFLICT, TENDON LOCATION GOVERN SUPPORT BARS 6 48" O.C.MAX general compliance with the information in the contract documents and
intended as an aid in preventing errors and improving coordination of the work. _Mf '--W
45 IF THE E.O.R.APPROVES E JOBSITE CONDITION5 WARRANT,THE LOCATION OF THE Any action shown is subject to the requirements of the plans,specifications and -x--�
FIXED END ANCHORAGE MAY BE REVERSED WITH THE LOCATION OF THE terms of contract. We do not assume responsibility for design of items,checkingE�REVISION Io �
5TI�551NG END ANCHORAGE. dimensions,fabrication process and techniques of construction or coordination of ❑ ❑
62 CLEAN THE SIDES OF THE STRESSING BLOCKOUT WITH A STIFF BRUSH PRIOR TO
FILLING THE STRESSING BLOCKOUT WITH GROUT.REFER TO THE STRUCTURAL work with other trades. You should confirm and correlate all dimensions at the
4.6 ACTUAL PLACING SEQUENCE OF TENDONS VARIES WITH THE TYPE OF STRUCTURE. ENGINEERS DRAWINGS FOR GROUT TYPE AND PATCHING PROCEDURES. GROUT jobsite. Vr/`��\(Jl
ALWAYS REVIEW DETAILS AND NOTES FOR SPECIAL CONDITIONS. FOR TYPICAL POCKETS WITHIN 48 HRS. WHEN NO GROUT IS SPECIFIED,PTC RECOMMENDS Submitted By: JHoward Date: Feb 20,2019 -M-�
Glty Of Tigard
THE SEQUENCE IS AS FOLLOWS: EITHER TARRGETe PORTLAND EXPANDING(NON-SHRINK)GROUT OR MA5TERFLOWe FORM DECK
4.6.1 AT STRESSING ENDS,NAIL ANCHORAGES WITH GROMMETS SECURELY IN 816. C4LLOUT LAppr4VPd Plans ® =
PLACE AGAINST EDGE FORMS USING RING SHANK NAILS. W15ER OF TENDONS IN 15LINDLE
MISCELLANEOUS TENDON CUT LENGTH DETAIL BY "�'� ` f 3-it"'1
ELONGATION IN INCHES --
ALL THE EQUIPMENT USED FOR HANDLING AND PLACING TENDONS MUST NOT if ,� I D �' R'�'C I I YC. _
DAMAGE OR DETERIORATE THE PRESTRESSING STEEL OR THE ANCHORAGES. 1
RECOMMENDED
4.1 TENDON PLACING PROCEDURES ARE AS FOLLOWS: 10 X15 -0 A=(0
BURNING AND WELDING IN THE VICINITY OF THE TENDONS 15 DISCOURAGED.CARE Redv5 C O `FIRM WITH 5 T RU C T U RA L DETAIL 5
4.1.1 UNCOIL TENDONS IN ACCORDANCE WITH THE APPROPRIATE TENDON MUST BE TAKEN TO INSURE THAT TENDONS ARE NOT SUBJECT TO HIGH Zero = Void Zero 1l 0Id Ercap5ulated 5
PLACING SEQUENCE ABOVE, STARTING AT FIXED ENDS. TEMPERATURES,WELDING SPARKS OR GROUND CURRENTS. COLOR CODE
4.12 AT ZERO VOID FiXED ENDS,ALWAYS VERIFY THAT THE SHEATHING IS FLUSH LECzE Np
WITH THE BACKSIDE OF THE ANCHOR (OVERLAP IN ZERO VOID TUBE) PTC PLACING DRAWINGS ARE INTENDED FOR TENDON AND SUPPORT B
PRIOR TO TYING IN PLACE l4" MIN.OVERLAP PER 22.62-D PTI GUIDE PLACEMENT ONLY.SEE ARCHITECTUREAL AND STRUCTURAL DRAWINGS PTC SHOP DRAWINGS
SPECIFICATION FOR INIBONDED SINGLE STRAND TENDONS). TIE FIXED EXACT LOCATION OF EDGE FORMS,OPENINGS,CHANGES OF LEVEL AND (NAI. SINGLE STRAND �EOPROFF
ENDS AS SHOWN. CAP ANCHOR WiTH GREASED FILLED CAP. FINISHED CONCRETE ELEEVATiONS OF SLABS AND BEAMS. These shop drawings illustrate the details of the PTC Post- ��� GiNF ss�
TWO STRANDS BUNDLED tensioning System. They were prepared in conformance c� �,� F 02
4.13 AT STRESSING ENDS.REMOVE SHEATHING FLUSH WITH BACK SIDE OF THREE STRANDS BUNDLED � 60819 E r
ANCHORAGE CASTING. THE LENGTH FROM INSIDE FACE OF EDGE FORM TO ALL INSERTS FOR SUSPENDED MECHANICAL AND ARCHITECTURAL WORK MUST BE Zero - � with the structura I drawings provided to PTC by protect owner
STRAND END MUST BE AT LEAST 12 INCHES. PASS TENDONS THRU CAST IN PLACE. IF ADDITIONAL FASTENERS ARE REQUIRED,POWER-DRIVEN FOUR STRANDS BUNDLED NOTA: or its representative. PTC took no part in preparation or \ 4
ANCHORAGES. FASTENERS WILL BE PERMITEED ONLY WHERE THEY WILL NOT SPALL THE FIVE STRANDS BUNDLED TO PREVENT THE POSSIBILITY OF review of said structural design and PTC DISCLAIMS ANY VOREG �
CONCRETE AND NOT DAMAGE THE TENDONS.CONTRACTORS MUST LOCA SIX STRANDS BUNDLED CEMENT PASTE ENTERING GROMMET 9
LIABILITY for it. The scam or seal �',y�'�r '�.
4.1.4 WHEN APPLICABLE: TENDONS AT THE SURFACE OF THE SLAB BEFORE DRIVING FASTENERS. STRANDS DEAD-ENDED AT STRESSING END, APPLY DAB OF on these shop Drawings pertains only to the transfer of "q �E0N
AT INTERR"fEDiATE STRESSING JOINTS,SLIDE ANCHORAGE CASTING TO Noo- INTERMEDIATE STRESSING SYMBOL-SYMBOL ORIENTATION DENOTES GREASE IN WEDGE POCKET OF STRESSING p g p y
APPROXIMATE JOINT LOCATION. REMOVE JUST ENOUGH SHEATHING TO ALL POCKETS AND CLOSURE STRIPS REQUIRED FOR ANCHORAGES MUST BE DIRECTION OF PULL, SEE DETAILS the forces required by the engineer of record on the +� z- 3 1 '?D
INSURE PROPER STRESSING.NO SHEATHING CAN REMAIN IN ANCHORAGE ADEQUATELY REINFORCED SO AS NOT TO DECREASE THE STRENGTH OF STRESSING END ANCHOR THEN SEAT ANCHOR FIRMLY
PLANS FOR ANCHOR LOCATIONS. structural drawings, and not to the adequacy of the J101310 19-01-1609
CASTING. PLACE THRU EDGE FORM AND NAIL ANCHORAGE CASTING AND STRUCTURE. ADDED STRAND THIS SHEET. SEE TENDON LAYOUT AND SQUARELY ONTO GROMMET AND
SECURE ANCHOR TO EDGE FORM WITH structural design. NO WARRANTY, EXPRESS OR IMPLIED,
SPLIT GROMMETS AGAINST THE INSIDE. SLAB EDGE
CONSTRUCTION JOINT as to the adequacy of the strucural design is made by
RING-SHANK NAILS OR SCREWS. virtue of any such stamp or seal. PT = 1
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D5 D-2 5 52'-0' YELLOW 3i/8' SW - - �4 ,
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D5 D-3 5 14'-0' ORA-SIL 53/4 SW 1 x 136'-0' =41/2' _
D5 D-4 10 18'-0' BROWN 5i/8' SW RE -WHT-RED z=61/8' >: '� X
D5 D-5 6 18'-0' BROWN 6' SW SW
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D5 D-6 9 80'-0' ORA-5W 6�/8' SW �� _ _ _ ---- ---- ------ ---- -----------
D5 D-1 5 821-09ORA BL a I 21 x156 0 A,=4/4 I I 18 x15 -0 �=4�4
D5 D-8 5 82'-0' ORA-BLU 63/8' SW -
D5 D-9 10 84'-0' ORA-YEL (0 1/2 SW �5• RED-SIL Az=11/4' DS5 RED Oz- 1/4' D55 �
86'-0' GRN-5W 65/ ' SW
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D5 D 10 5 $ 21 x151'-0' =43/41
D5 D-II 5 86'-0' GRN-BRN 63/4' SW RED-ORA L?13/s'
D5 D-12 5 90'-0' GRN-ORA 61/8' SW T, _
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D5 D-13 10 90'-0' GRN-ORA 1' SW
D5 D-14 5 92'-0' YEL-BLU 1�/8' gW CALLOUT QUANTITY LENGTH COLOR NOTES oIf
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D5 D-16 5 43'-0' GRN-SIL 3�i8' SE D5 D-21 5 48'-0' GRN-BLU 38/8' SE a
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D5 D-28 10 50'-0' GRN-YEL 33/4' SE
D5 0-11 5 43'-0' GRN-SIL 31/4 SE a —
D5 D-18 15 41'-0' BLUE 3�is' gE D5 D-29 5 52'-0' YELLOW 31/s' SE -� C
1 i/ 1 D5 0-30 5 52'-0' YELLOW 4' SE X
D5 D-19 10 99 -0 SILVER 11/2' SE
D5 D-20 10 99'-0' SILVER 15i8' SE D5 D-31 5 50'-0' GRN-YEL 33/4' SE ao ui `r
D5 p-21 5 62'-0' YEL-SIL 43/4' SE D5 D-32 5 41'-0' BLUE 31/8' SE
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D5 D-22 5 52 -ofYELLOW 3 s SE �� L ``'
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D5 D-24 5 43'-0' GRN-51L 31/4' SE I I I ; I Level O ; Terbor � cut plar
D5 D-25 5 44'-0' BLU-51L 33/8' SE
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1. HEIGHTS SHOWN ARE CHAIR SIZES (UN.O.) 8. ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (UN.0.) 12. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE 16. FOR TENDONS LESS THAN 50 FEET IN LENGTH PTC CANN0T 18. TENDON LAYOUT SHOWN ARE A GRAPHIC GREG
2. CG.S. = CENTER OF STRAND 9. IF SPACING BETWEEN SUPPORTS IS NOT SPECIFIED, DIVIDE SPACED NOT MORE THAN 2'-0' O.C., TWO CHAIR MINIMUM. GUARANTEE THE REQUIRED EFFECTIVE FORCE CAN BE REPRESENTATION OF ACTUAL TENDON LOCATIONS. �gr ,,,19g� o r
3. S.P. = STRAIGHT PROFILE DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF 13. SEE SHEETS PT-I 61-02, 5520 E 55.01 ACHIEVED WITHIN -1%. ELONGATE TENDON TO SPECIFIED BUNDLED TENDON WIDTHS ARE NOT 70 SCALE. j I_ Nq NP� TO
4. S.T. = SMOOTH TRANSITION EQUAL SPACES. FOR ADDITIONAL N0TES AND DETAILS. GAUGE PRESSURE AND RECORD ELONGATION. SWEEP ALL TENDONS AROUND ALL SLAB PENETRATIONS V J.LED
5. M.D. = MID-DEPTH SLAB 10. AT SLAB EDGE PLACE ALL ANCHORS AT MID-DEPTH. 14. WHEN SETTING WEDGES FOR STRESSING, PAY PARTICULAR ELONGATIONS WITHIN 1/4 INCH ARE ACCEPTABLE. AND INTO BEAMS AS INSTRUCTED BY EOR
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1. SB. = SLAB BOLSTER TENDON GROUPS AND SUPPORT BARS. IN THEI 'ANCHOR'15. DEAD END ANCHORSIO BE STIL ON EAGGERED A7 ADDED TENDONS OR PER SPECIFIC STRUCTURAL N07E PER EOR OVER CENTER OF ALL COLUMNS. NOT SHOWN FOR CLARITY / 6T
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IV®TE5:
1. HEIGHTS SHOWN ARE CHAIR SIZES (UN.O.) $. ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (UN.O.) 12. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALT. BE 16. FOR TENDONS LESS THAN 50 FEET IN LENGTH PTC CANNOT 1$. TENDON LAYOUT SHOWN ARE A GRAPHIC X20, PROFILES MARKED WITH AN ASTERISK ARE MEASURED FROM
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2. C.G.S. -- CENTER OF STRAND 9. IF SPACING BETWEEN SUPPORTS IS NOT SPECIFIED, DIVIDE SPACE NOT MORE THAN 2'-0' O.C., TWO CHAIR MINIMUM. GUARANTEE THE REQUIRED EFFECTIVE FORCE CAN BE REPRESENTATION OF ACTUAL TENDON LOCATIONS. BOTTOM OF THICKENED SLAB OR SOFFIT. DEPTH OF DROP ,''q,- 17, 99��0
3. S.P. = STRAIGHT PROFILE DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF 13. SEE SHEETS PT-I 51.02, 55.00 4 55.01 ACHIEVED WITHIN -1%. ELONGATE TENDON TO SPECIFIED BUNDLED TENDON WIDTHS ARE NOT TO SCALE. PANELS (IF ANY)NOT INCLUDED. �Nq J.LEONP U
4. S.T. = SMOOTH TRANSITION EQUAL SPACES. FORA ITIONAL NOTES AND DETAILS. GAUGE PRESSURE AND RECORD ELONGATION. SWEEP ALL TENDONS AROUND ALL SLAB PENETRATIONS 0 21. PROFILES SHOWN WITHIN BRACKETS ARE MEASURED FROM tt
5. M.D. = MID-DEPTH SLAB 10. AT SLAB EDGE PLACE ALL ANCHORS AT MID-DEPTH. 14. WHEN TTING WEDGES FOR STRESSING, PAY PARTICULAR ELONGATIONS WITHIN 1/4 INCH ARE ACCEPTABLE. AND INTO BEAMS AS INSTRUCTED BY EOR BOTTOM OF BEAM TO BOTTOM OF TENDON.
6. U.N.O. = UNLESS NOTED OTHERWISE 11. CHAIRS REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED ATTENTI TO THE ORIENTATION OF THE WEDGES SHOWN 11. HAIRPINS REQUIRED WHEN SWEEP IS GREATER THAN 12:1 19. SWEEP 2 DISTRIBUTED TENDONS MIN., WHERE REQUIRED, J050 19-01-1609
1. S.B. = SLAB BOLSTER TENDON GROUPS AND SUPPORT BARS. IN THE CHOR' DETAIL ON SHEET PT-I. OR PER SPECIFIC STRUCTURAL NOTE PER EOR OVER CENTER OF ALL COLUMNS. NOT SHOWN FOR CLARITY \ / ST
15. DEAD END ANCHORS TO BE STAGGERED AT ADDED TENDONS AND TO ALLOW FIELD ADJUSTMENT. Zero X ® i d Encapeulated 5 5 2/14/',
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N®T5:
I. HEIGHTS SHOWN ARE CHAIR SIZES (UN.O.) 8. ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (UN.O.) 12. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE 16. FOR TENDONS LE55 THAN 50 FEET IN LENGTH PTC CANNOT 18. TENDON LAYOUT SHOWN ARE A GRAPHIC X20. PROFILES MARKED WITH AN ASTERISK ARE MEASURED FROM I,TREGOW
2. C.G.5. = CENTER OF STRAND 9. IF SPACING BETWEEN SUPPORTS IS NOT SPECIFIED, DIVIDE SPACED NOT MORE THAN 2'-0' O.C., TWO CHAIR MINIMUM. GUARANTEE THE REQUIRED EFFECTIVE FORCE CAN BE REPRESENTATION OF ACTUAL TENDON LOCATIONS. BOTTOM OF THICKENED SLAB OR SOFFIT. DEPTH OF DROP "o,��s- 17,1(gq
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3. 5.P. = STRAIGHT PROFILE DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF 13. SEES ETS PT-1 51.02, 55.00 4 55.01 ACHIEVED WITHIN -1%. ELONGATE TENDON TO SPECIFIED BUNDLED TENDON WIDTHS ARE NOT TO SCALE. PANELS (IF ANY)NOT INCLUDED. i �tiq J.LEONP 01�
4. S.T. = SMOOTH TRANSITION EQUAL SPACES. FOR AD ITIONAL NOTES ANp DETAIL5. GAUGE PRE55URE AND RECORD ELONGATION. SWEEP ALL TENDONS AROUND ALL SLAB PENETRATIONS 021. PROFILES SHOWN WITHIN BRACKETS ARE MEASURED FROM Z�
5. M.D. = MID-DEPTH SLAB 10. AT SLAB EDGE PLACE ALL ANCHORS AT MID-DEPTH. 14. WHEN SETTING WEDGES FOR STRESSING, PAY PARTICULAR ELONGATIONS WITHIN 1/4 INCH ARE ACCEPTABLE. AND INTO BEAMS AS INSTRUCTED BY EOR BOTTOM OF BEAM TO BOTTOM OF TENDON.
6. U.N.O. = UNLE55 NOTED OTHERWISE 11. CHAIRS REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED ATTENTION TO THE ORIENTATION OF THE WEDGES SHOWN 11. HAIRPINS REQUIRED WHEN SWEEP 15 GREATER THAN 12:1 19. SWEEP 2 DISTRIBUTED TENDONS MIN., WHERE REQUIRED, JOB" 19-01-1609
1. S.B. -- SLAB BOLSTER TENDON GROUPS AND SUPPORT BARS. IN THE 'ANCHOR' DETAIL ON SHEET PT-1. OR PER SPECIFIC STRUCTURAL NOTE PER EOR OVER CENTER OF ALL COLUMNS. NOT SHOWN FOR CLARITY Y ®� Ercap5ulatedST15. DEAD END ANCHORS TO BE STAGGERED AT ADDED TENDONS AND TO ALLOW FIELD ADJUSTMENT. Zero5�5tem141
(GROUP OF THREE OR MORE) 4 PLACED AT MID-DEPTH OF SLAB. FT = 5