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(4) #5 ® 6"oc
<br /> CENTERED IN SLAB
<br /> CL SUPPORT CL SUPPORT CL SUPPORT -=._�;-- FOSSATTI PAWLAK
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<br /> STRUCTURAL
<br /> /4" / L1 / L2 / 35Westlake ENGINEERS
<br /> Ave
<br /> eN,Ste05
<br /> MII\( Seattle,WA 98109
<br /> NO STL PIPE INSERT IS Phone:206.456.3071
<br /> 4 6" MIN z REQ"D FOR SLAB FOR TENDON CENTER OF Li/2 / L1/2 / L2/2 y L2/2 / Fax:206.456.3076
<br /> PENETRATIONS OUTSIDE THE GRAVITY ABOVE BOT OF INFLECTION www.fossatti.com
<br /> OPENING7 (1) 4 T&B EACH SIDE SLAB 111 `�' 45' ZONE OF ANCHOR ITI SLAB, OR BOT OF DROP POINTS
<br /> EDGE OF PT SLAB # BAND REF PLAN
<br /> 1�1 4. ! 1
<br /> — SLEEVE THRU SLAB ° a y P. P ��,
<br /> ��6., ��� 45 STD STL PIPE INSERTS REQ"D \ 1 i \ 4;: \--- WASH /,� "�,
<br /> `�� 2Y"" MIN WHEN SLAB PENETRATIONS ARE = 0.1L 0.1L2 = , � '
<br /> �� WITHIN THE 45' ZONE OF ANCHOR ":air.-.`-)P F� %,,,,:,, 4......
<br /> I TENDON PROFILE
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<br /> (REVERSE PARABOLA) N�I ■�
<br /> TENDON LOCATION / 1 `� 0�f' 23024 \�� <v��
<br /> CANTILEVER INT SPAN END SPAN
<br /> STL PIPE INSERTS ARE SPAN / <v\d' Twat- EA �4
<br /> NOT REQ'D FOR SLAB ,rr`SIDNAL 40�'
<br /> PENTRATIONS LOCATED r�2��`��
<br /> FURTHER THAN TWICE THE
<br /> \cs' / 1 MIN'/ / OPNGS GREATER DIMENSION PROJECT
<br /> (361" MIN) FROM ANCHORS
<br /> NOTE:
<br /> 1. GROUPS OF PENETRATIONS W/ AREA>,144 IN'
<br /> TO BE REINFORCED PER 5/S3.2.
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<br /> . TYP RE-ENTRANT CORNER REINF IN SLAB 10 SLAB OPENINGS 7 SLAB PENETRATIONS AT POST TENSIONED ANCHORS 4 TYP POST-TENSIONED SLAB PROFILE 1 0 ♦;
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<br /> TENDONS SHALL BE/ O
<br /> NOTES: '.TRAIGHT IN THIS AREA
<br /> 1. SEE PLAN FOR ADDITIONAL SLAB INFORMATION.
<br /> 2. REINFORCING TO BE CENTERED IN SLAB. , 1Y" CLR '
<br /> y/ 1 -0" MIN
<br /> TYP TYP
<br /> CD
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<br /> (1) #5 T&B DIAL 18," X SUPPORT BARS A,
<br /> o d- 6 MIN (2) #5 T' TYP ® EA CORNER #3 x ) (H-2") HAIRPINS EA
<br /> (1) #5 x 4'-0"" (1)
<br /> 1 I __— i.` SIDE OF ANCHOR AS INDICATED / 1 -6 / 1"-6"
<br /> /
<br /> #5 x 6-0 (1) #5 STAGGER #3 HAIRPINS V (H = SLAB THICKNESS) AT TOOLED JOINT W/ CAULK
<br /> x 8"-0" (1) #5 x / OPENING I iH 4 1 AT EXPOSED SLABS PREVISIONS
<br /> 10-0 CO 12"oc �� ` ' )(
<br /> OF (4) OR MORE SDS T TENDONS // / -#4 x 48" LONG
<br /> _ ,,71,, (� 16"oc MID-DEPTH
<br /> // PT TENDONS -T-SLAB_ ° NO. DATE
<br /> SFC PROVIDE REINF T&B EQ TO ONE-HALF `� PER PLAN a kI' I °°
<br /> (4) #4 x 6'-0" �0N �, THE AREA OF SLAB REINF CUT BY T
<br /> � ° 7/01/19 PERMIT REVISIONS
<br /> ® 12"oc gyp,. OPNG ((2) #5 T&B ALL SIDES MIN)
<br /> 1�1 �i /,p c
<br /> �� 1 -0 TO 2-0 = �,, Q „
<br /> 4'-0" / MIN, TYP n n 1 x2Y x12 KEY ® 48 oc /�
<br /> Yi
<br /> PLAN NOTES:
<br /> 18" MAX BETWEEN TENDONS
<br /> Y" CHAMFER / 9/17/19 PERMIT REVISIONS
<br /> ADDED #3 x D HAIRPINS
<br /> SLAB EDGE1.
<br /> 1'-6" ALL OPENINGS WITH A DIMENSION OF 12" OR GREATER SHALL BE TRIMMED WITH REINFORCING.
<br /> (2) #4, TYP 1" CLR BTWN @ 12"oc FOR EVERY (4) TENDONS. NOTES:
<br /> TENDONS MIN TYP// STAGGER #3 HAIRPINS 2. THIS REINFORCING IS IN ADDITION TO ANY REINFORCING INDICATED ON PLANS. THE ENGINEER SHALL APPROVE THE USE AND LOCATION (2) #4 BACKUP BARS CONT
<br /> (2) #4 CONT, TYP 3. WHERE AN ADJACENT OPENING IS CLOSER THAN THE SMALLER OPENING DIMENSION, EXTEND TRIM OF ALL POST-TENSIONED SLAB CONSTRUCTION JOINTS.
<br /> T SLAB_ REINFORCING TO 24" MINIMUM PAST ADJACENT OPENINGS.
<br /> PER PLAN ° e ° 4. HOOK REINFORCING AT SLAB EDGE WHERE THE OPENING EDGE TO SLAB EDGE IS CLOSER THAN 24".
<br /> SECTION
<br /> CORNER REINF @ POST-TENSIONED SLAB EDGE 11 POST-TENSIONED TENDONS W/ SWEEP GREATER THAN 1 :6 8 TYP POST-TENSIONED LAYOUT AT SLAB OPENING 5 TYP POST-TENSIONED SLAB CONSTRUCTION JOINT 2
<br /> 5/28/19 19-042
<br /> DATE JOB#
<br /> ri■■■■ ---- ■■■■ DROP CAP / / 1"-6"' H/4 FPP
<br /> 1■■■■■�■■■■■1 /� CHORD (2) #4 CONT DESIGN CHECKED
<br /> I■■■■■!GNIMEM ■ \ 1 -6 a H/4 -(2) #4 STEEL / / / TCB
<br /> 1■■■■■�■■■■■1 ° ° -(2) #4 BACKUP °°d
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<br /> 11111
<br /> DROP COLUMN ANCHORAGES 12"' WHEN l ° 18"" ° ° ° ° DRAWN SCALE
<br /> ES OF COL 1 - I MORE THAN (2) ARE SECTION #3 x (H-2") HAIRPINS EA SIDE \ SECTION (2) #4 BACKUP BARS CONT
<br /> CONT TENDONS PLACED IN ONE LOCATION 1'-0" MIN OF ANCHOR AS INDICATED (H=SLAB
<br /> I■■■■■11=111111111111■■■■■I (1) ADD"L HAIRPIN
<br /> I■I■■■ ■■■■■I DIST TENDONS THICKNESS) AT GROUPS OF (4) OR
<br /> EA SIDE OF BANDED 18"
<br /> I■■■■■�■■■■■■I PER PLAN TENDON GROUP MORE DIST TENDONS (2) #4 CONT #3 x (H-2") HAIRPINS EA SIDE
<br /> I■■■■■�■■■■■■1
<br /> 6 6 (2) #4 BACKUP CHORD STEEL
<br /> ■■■■■�■■■■ ` IIIII� / / _/ OF ANCHOR AS INDICATED
<br /> ---- BARS CONT
<br /> (H=SLAB THICKNESS) @ GROUPS OF
<br /> NOTE: I
<br /> (4) OR MORE DIST TENDONS
<br /> PASS TOP BARS NEAR CENTER OF COLUMN PLAN DET ADDED TENDONS 11 ��— \ —�- • I .- =-1 '.F BANDED TENDONS PER PLAN
<br /> UNDER DISTRIBUTED TENDONS AND TOP BARS 6 (MIN) -
<br /> NEAR EDGES OF DROP CAPS OVER DISTRIBUTED -^ , C- • --.
<br /> (2) TENDONS MIN �� C A
<br /> TENDONS AS REQUIRED FOR 1Y" COVER TO TO PASS OVER COL I — "'
<br /> POST-TENSIONING AND 1" TO REBAR IN EACH DIRECTION SUPPORT BARS _mil I.� = SECTION
<br /> 6 x SLAB T �-^ — --i .I = (2) #4 BACKUP BARS CONT
<br /> / OR 48" MAX, TYP / BY OTHERS AS REQ D / 1"-6" 1 Q ^ -. SLAB EDGE SHEET TITLE
<br /> (6) #4 L ES OF COL L SUPPORT BAR 6 (MIN) • z SECTION
<br /> DISTRIBUTED --I Z CL SUPPORT CL SUPPORT ,� m I ( x
<br /> TENDONS I m BANDED TENDONS L/4 OR 4-0 MIN FROM FACE OF SUPPORT / BAR BAR , � o "'
<br /> ^ ° I ° I I , 1- I {i TYPICAL
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<br /> �, • off, ° a a ° _ PT DETAILS
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<br /> = z DET ° � ° ° -
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<br /> SLAB EDGE
<br /> 8" "" .•••A/ V•• • (2) #7 SUPPORT BARS 1 CHAIR BY I
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<br /> �` TYP (� DROP CAPS OTHERS, TYP = I PLAN / 6" DIST TENDONS PER PLAN
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<br /> (12) #4 EW BANDED TENDONS 1
<br /> MIN (2) #4 BACKUP PER PLAN PLAN (2) #4 CONT NOTES:
<br /> Y" MAX PENETRATION ), (2) #4 x 6'-0" EW BARS CONT, TYP (2) #5 BOT 6" CHORD STEEL SHEET NO.
<br /> OF CONCRETE COLUMN NOTES:
<br /> INTO DROP CAP / PER PLAN
<br /> FOR ADDITIONAL INFORMATION, REFEERENCE TYPICAL DETAILS S3 .
<br /> 1
<br /> J
<br /> TYPICAL DROP CAP 12 ANCHORAGE AT ENDS OF ADDED TENDONS 9 ANCHORAGE AT ENDS OF BANDED TENDONS 6 ANCHORAGE AT ENDS OF DISTRIBUTED TENDONS 3
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