|
MK
<br /> 1111111
<br /> FOSSATTI PAWLAK
<br /> STRUCTURAL ENGINEER `
<br /> 1735 Westlake Ave N,Ste 205
<br /> Seattle,WA 98109
<br /> #5 DOWELS CO 18"oc Phone:206.456.30Fax:206 456.30 671
<br /> TOP STEEL PER PLAN ALTERNATE HOOKS SEE ARCH DRAWINGS Fax:20 ssatti. 07
<br /> FOR EXACT LOCATIONS
<br /> #5 DOWELS TOP STEEL 7 (2) TIES ® 2"oc OF DEPRESSED SLABS
<br /> @ 18"oc \ PER PLAN ------1.‘
<br /> L2
<br /> L2 STANDARD HOOK, TYP SLAB THICKNESS 1
<br /> - _ AND REINFORCING 0-
<br /> ���r �,�
<br /> Q \ Q ` • - - - PER PLAN w y* P. o .„.
<br /> Q � . . . /
<br /> Cy
<br /> cJi) z \� • % cn r" OF WA Sly) "r�
<br /> )112/1"--
<br /> \ \
<br /> • • 1 �� • °OO° OO°O°o0° ° ° \ , N r ilk i ■ f H�
<br /> (3) #6 TOP O o�000 00 °oo°Q o�o O°oo°Ol „,,,,.,,,,3„
<br /> �O
<br /> .� ti,
<br /> • • V 23024 �� <v
<br /> 0 0 0 0 0 00 00 00
<br /> III-III=III=III- O°Oo° °OooO°Ooo �a T 4
<br /> (3) #6 TOP o w (CONT CHORD STEEL) , \ \ -III-III-III-1�' III=III=III=III= F� L E v���'
<br /> o W (CONT CHORD STEEL) ZCNI -III-III-III-1i' `��rIONA� �6
<br /> Z N 11-0 VAPOR BARRIER
<br /> U, �, J GRANULAR FILL / MIN /
<br /> N
<br /> •
<br /> • ` o • a PROJECT
<br /> \ Cl 14"x24"
<br /> (8) #8 VERT
<br /> SLAB/BEAM (4 TOP ,"S" = 6"
<br /> NOTE:
<br /> • #4 TIES TO BE ALTERNATED
<br /> END FOR END
<br /> #4 @ 16"oc HORIZ, EF -/ #4 © 16"oc HORIZ, EF---/
<br /> _�' #5 ® 12"oc VERT, EF� \ #4 TIES, SPACING
<br /> #5 12 oc VERT, EF S" PER COLUMN >
<br /> • • \ r/ SCHEDULE ()
<br /> • • J cc,
<br /> CI)
<br /> ®s> `> 1 CO
<br /> CONC WALL ' ' N TYP SLAB ON GRADE STEP L
<br /> PER PLAN CONC WALL PER PLAN z Q
<br /> Er) 155
<br /> 0 0 1:6 MAX SLOPE
<br /> z OF INCLINED z CD
<br /> \ ~ PORTION OFFSET\ O
<br /> 6 DOWEL @ 12"oc, • Ys„ x 1Y2„ PREMOLDED CONT CD
<br /> N
<br /> # SEE PLAN FOR JOINT STRIP (JOINT MAY BE
<br /> #6 DOWEL ® 12""oc, MATCH VERT REINF x SLAB THICKNESS SAW-CUT ® CONTRACTORS
<br /> MATCH VERT REIN AND REINF TYP OPTION)
<br /> N •N SLAB-ON-GRADE z 1Y"
<br /> SLAB-ON-GRADE z w TO TIE m ° ° ° o ° o ° °
<br /> o w #5 DOWELS TO MATCH Z cn Z 00 000000 00 a0°00000
<br /> I_LiU, ,�, I SLAB ON GRADE 0°00�oo°OoOoo 0:0dP oo°O°oo°
<br /> #5 DOWELS TO = N VERT REINF N PER PLAN III=III=III=III III=III-III=III
<br /> MATCH VERT REINF '- LO =III-III-III=11' =III-III-III-11'
<br /> • �- CUT ALT WIRES JOINT COMPACTED GRANULAR FILL
<br /> - 0 1 PER WATERPROOFING DETAILS PREVISIONS
<br /> III=III=III=III w © \ I °oo° CONTROL JOINT
<br /> 111E111E11 E111=_ =111=11 I-11 I-1 \ \ Z , 0°
<br /> =1 I I-1 I I=1 I I-1�'" A • \ "' -\ w \ NO. DATE
<br /> z �,
<br /> a Z U • •, `• •
<br /> SECOND POUR FIRST7/01/19 PERMIT REVISIONS
<br /> SEE PLAN FOR SL
<br /> t=m ( L.L. #4C� 12oc, ocn "KEYKOLD"-I I1=1I1=1I1=1 I1 THICKNESS AND REINF, BURKE KEYKOLD JOINT
<br /> �'� #4 ® 12 oc, I WHEN W > 3/-0" -111E111-111=1 DOWELS SAME SIZE TYP STOP REINF 1" CLEAR OF 9/17/19 PERMIT REVISIONS
<br /> =I I WHEN W > 3-0 w AND QUANTITY AS
<br /> w- o ` JOINT (� EACH SIDE
<br /> ;�, FIRM UNDISTURBED SOIL COLUMN REINF
<br /> • \ \" (3) #5 CONT BOTH
<br /> ' - -� IIIIII=III-III= OR COMPACT FILL FOOTING
<br /> \" (3) #5 CONT BOTH =III111E111-1l' LONG REINF SEE SCHEDULE FOR
<br /> III=III=III=III=. LONG REINF CONC FTG
<br /> =111-111-11 I-1 i' WIDTH PER PLAN FOOTING SIZE & REINF °oo° oo°O°o0°O °00°T0 °O°oo°O
<br /> CONC FTG WIDTH PER PLAN " /
<br /> 0 0 00.0 0 0 000o°° 00000 000T000
<br /> 2-0 MIN I11=III=III=111- III=11I-III=111=
<br /> 2'-"0 MIN -111E111=11 E11' =111.111=111=11'
<br /> NOTE: COMPACTED GRANULAR FILL PER
<br /> 1. SEE S2.1 FOR WIDTH x DEPTH CALL OUT AT FOOTING. NOTE: WATERPROOFING DETAILS
<br /> 2. SEE S2.1 FOR FOOTING REINFORCING. 1. SEE S2.1 FOR WIDTH x DEPTH CALL OUT AT FOOTING. CONSTRUCTION JOINT
<br /> „ 2. SEE S2.1 FOR FOOTING REINFORCING.
<br /> „
<br /> 3. HORIZ REINF TO HAVE 90° HOOKS OR U REINF AT ENDS OF ALL CONC SHEAR WALLS. 3. HORIZ REINF TO HAVE 90° HOOKS OR "U° REINF AT ENDS OF ALL CONC SHEAR WALLS. NOTE:
<br /> PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE TO BREAK UP SLAB
<br /> INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX.
<br /> SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY ARCHITECT.
<br /> TYP EXTERIOR CONCRETE WALL 11 TYP INTERIOR CONCRETE WALL 8 TYP COLUMNS & TYPE 5 TYP SLAB JOINT 2
<br /> 5/28/19 19-042
<br /> DATE JOB#
<br /> SPLICE & DEVELOPMENT LENGTHS TCB FPP
<br /> 730 BAR 0 ORA2' 0" MIN (@ CONCRETE) 7,30 BAR 0 ORA2 0 MIN (© CONCRETE) DESIGN CHECKED
<br /> 40 BAR 0 OR 2/-6" MIN (@ MASONRY) 40 BAR 0 OR 2-6 MIN (® MASONRY) BAR TENSION LAP LENGTH (IN.) COMP COMP DEV NOTES:
<br /> SIZE TOP BARS OTHER DEV LAP LENGTH 1. REINFORCING SHOWN IS MINIMUM. SEE PLANS WALL BDS AS NOTED
<br /> LENGTH LENGTH W/HOOK ELEVATIONS FOR ANY ADDITIONAL REQ'D REINF. DRAWN SCALE
<br /> Jt , ,•
<br /> CLASS "A" "B" "A" "B" (IN.) (IN.) (IN.) #4 TIES ED ® 6 oc 2. THIS DETAIL APPLIES TO ALL WALL OPENINGS UNLESS
<br /> • #3 18 24 14 18 9 12 9 (WHEN PIER WIDTH NOTED OTHERWISE ON PLANS, ELEVATIONS OR DETAILS.
<br /> #4 25 32 19 25 11 15 11 EXCEEDS 24" USE 3. FOR WALLS THICKER THAN 8" USE #6 BARS IN LIEU OF
<br /> • • ' #5 31 40 24 31 14 19 14 TYP HORIZ REINF) #5 BARS SHOWN.
<br /> 4. TIES TO EXTEND 12" ABOVE AND BELOW CLEAR HEIGHT
<br /> / MIN, TYP #6 37 48 28 37 17 23 17
<br /> 6 MAX, TYP CONCRETE WALL OF WALL.
<br /> #7 54 70 42 54 20 27 20 OR SLAB SECTION _
<br /> • #8 62 80 47 62 22 30 22
<br /> 1 #9 70 90 54 70 25 34 25 z
<br /> • • ' #10 78 102 60 78 28 39 28 _1 5
<br /> (2) #5 x 4"-0" DIAG
<br /> .,} •
<br /> #11 87 113 67 87 28 39 28 \\------
<br /> TYP ® EACH CORNER
<br /> • PLACE ALTERNATING f'c = 4,000 psi OR GREATER fy = 60,000 psi
<br /> CORNER BAR AS SHOWN
<br /> REINFORCING ANCHORAGE AND SPLICE NOTES:
<br /> Z- OVERLAP 30 BAR •
<br /> ► SECTION SHEET TITLE
<br /> TYP (2'-0" MIN) • 1. TOP BARS ARE HORIZONTAL BARS, PLACED SO THAT MORE THAN 12 INCHES OF CONCRETE IS CAST v
<br /> BELOW THE BAR WITHIN THE MEMBER.
<br /> ,• • • 2. ALL LAP SPLICES SHALL BE CLASS "B" UNLESS OTHERWISE NOTED IN THE SECTIONS AND DETAILS. (2) #5 TYP @ OPENINGS TYPICAL
<br /> 3.• •• • SPACINGS GSE ENOTONLESSP LENGTHS THAN 3db IAND THE
<br /> CO ERTABLE
<br /> NOT LLESS ARE
<br /> TANVALID
<br /> 2 db.OTHETHE
<br /> LAPELI NERS GTHSWSHALL CLEAR
<br /> BE MULTIPLIEDBAR
<br /> EXTEND BARS BEYO G OPENING 0 MIN CONCRETE
<br /> 'r N. '
<br /> BY 2.0 FOR BARS WITH CLEAR BAR SPACINGS OF 2db OR LESS OR WITH COVER OF db OR LESS. THE LAP--(2) #5 LENGTHS SHALL BE MULTIPLIED BY 1.4 FOR BARS WIT CLEAR BAR SPACINGS OR WITH COVER IN BETWEEN \\\`71--
<br /> (2) #5 @CENTERLINE SECTIONS
<br /> NOTES: THOSE LISTED ABOVE.1. SEE GENERAL BAR OF PIER (OMIT AT PIERS
<br /> 2. CORNER BARS NAORE TES THEER SAME SIZE ANDCES.SPACING AS HORIZONTAL REINFORCEMENT. 5. SPACING4. TAL REQU REMEN SBARS INALLS FOR TENSIONARE TOBE ANDROVIDED COM COMPRESSION LAPS, AND ENDWITH THE LAPSRANCHORAGE FOR TOPED BHALLL BE ARS.
<br /> / PIER / 12" WIDE OR LESS) & DETAILS
<br /> 3. REINFORCEMENT AT ALL WALL CORNERS, ENDS AND INTERSECTIONS SHALL BE FABRICATED AND PLACED IN SPACED ACCORDING TO THE LATEST ACI REQUIREMENTS. WIDTH
<br /> ACCORDANCE W/APPROPRIATE DETAIL SHOWN. 6. ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318-11 SHEET NO.
<br /> 4. THIS DETAIL ALSO APPLIES TO ALL CONTINUOUS WALL FOOTINGS. 7. THE DEVELOPMENT LENGTH FOR DEFORMED BARS IN COMPRESSION AND ENCLOSED WITHIN SPIRAL
<br /> 5. SINGLE CURTAIN REINFORCEMENT SHALL BE PLACED AT CL OF WALL UNLESS SPECIFICALLY DETAILED OTHERWISE. REINFORCEMENT NOT LESS THAN V DIAMETER AND NOT MORE THAN 4" PITCH OR WITHIN #4 TIES SHALLA,
<br /> BE REDUCED BY A FACTOR OF 0.75. S3 . 1
<br /> TYP HORIZONTAL REINFORCING PLACING DETAIL 9 REINFORCING ANCHORAGE & SPLICES - 4000+ PSI 6 TYP OPENING REINF @ CONC WALLS 3
<br />
|