HomeMy WebLinkAboutB17-0340_S-201-1_1507837288.pdfNOTES:
1. 90 DEG CORNER AND INTERSECTION IS SHOWN. WALLS MEETING AT OTHER ANGLES
SHALL HAVE (a) BLOCK OVERLAPPING 4" MIN AT ALL HEAD JOINTS OR (b) FACE SHELL
BROKEN OPEN AND COMMON CORE GROUTED
2. IF HEAD JOINT ALIGNS OVER THE FULL WALL HEIGHT, BREAK OPEN FACE SHELLS AND
GROUT WALLS TOGETHER FULL HEIGHT, TYP AT ALL CORNERS AND INTERSECTIONS
INTERSECTION CORNER
STANDARD HOOK
SEE NOTE 2
ADDED VERTICAL
REINFORCEMENT, SIZE
TO MATCH TYPICAL
WALL REINFORCEMENT,
TYPICAL VERTICAL
REINFORCEMENT NOT
SHOWN
ONE HORIZONTAL
BAR SHOWN, WALLS
W/ 2 HORIZONTAL
BARS SIM
SIZE & SPACING OF
L-BAR TO MATCH
HORIZONTAL
REINFORCEMENT
TYP
MLS
MLS, TYP
INTEGRALLY CONNECTED
AT CORNERS & INTERSECTIONS OF MASONRY WALLS
DO NOT CONTINUE JOINT
REINF THRU CONTROL JOINT
CONTINUE BOND BEAM REINF &
BOND BEAM GROUT THRU CONTROL
JOINT W/O INTERRUPTION
PROVIDE CONTROL JOINTS IN
STRUCTURAL MASONRY ONLY
WHERE SHOWN ON THE
STRUCTURAL OR
ARCHITECTURAL PLANS
VERTICAL
REINFORCEMENT
IN CELL EACH
SIDE OF JOINT
ON HEAD JOINT AT CONTROL JOINT
CONTROL JOINT: HEAD JOINTS OF UNITS
ALIGN AT CONTROL JOINT, NO MORTAR
TYPICAL
2" CLEAR
VERT REINF CENTERED
(2) #4xCONT
VERT REINF EACH FACE
TYPICAL
2" CLEAR
(2) #4xCONT
3" CLEAR
3" CLEAR
(1) #5xCONT 3" CLEAR EQEQ
NOTES:
1. ALL VERTICAL REINFORCEMENT SHALL BE CENTERED (UNO) IN GROUTED CELLS
2. PROVIDE `LADDER' TYPE HORIZONTAL JOINT REINFORCEMENT WITH 2-W1.7 (9 GA)
WIRES (MIN) AT 16" OC, TYPICAL, AND AT 8" OC IN PARAPETS.
3. REFERENCE SPECIAL JAMB REINFORCEMENT NOTED IN "LARGE WALL OPENING"
4. ONLY STRUCTURAL WALLS ARE INCLUDED IN STRUCTURAL DRAWINGS. SEE ARCH FOR
CMU PARTITIONS.
REINF CENTERED
REINF EACH FACE
GROUT, TYPICAL
SPACING
2 1/2"
MW8-48(1)
MASONRY WALL
CMU THICKNESS REINF SPACING
(1) CENTERED
(2) EACH FACE
#3
#4
#5
#6
#7
#8
#9
15
20
25
38 (NOTE 8)
52 (NOTE 8)
72 (NOTE 9)
81 (NOTE 9)
15
22
35
54 (NOTE 8)
63 (NOTE 8)
72 (NOTE 9)
81 (NOTE 9)
#29
#25
#22
#19
#16
#13
#10
NOTES:
1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS
2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF
SCHEDULED LAP LENGTHS
3. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE LENGTHS BY 50%
4. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN.
5. WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT
HEIGHT (NOTED BY *), A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF.
6. VERTICAL REINF IN PILASTERS WITH AT LEAST 3 1/2" CLEAR SHALL BE SPLICED PER THE
"REINF CENTERED" COLUMN
7. HORIZONTAL BOND BEAM RENF SHALL BE SPLICED PER THE "REINF AT FACE" COLUMN
8. REINF IN THESE SIZES SHALL NOT BE USED IN 6" MASONRY
9. REINF IN THESE SIZES SHALL NOT BE USED IN 6", 8", OR 10" MASONRY
ENGLISH METRIC
BAR SIZE
MASONRY LAP SPLICE SCHEDULE REINFCENTERED8", 10", 12"MAS
REINF ATFACE ANDAT BONDBEAMS
f'm = 2000 psi
REINFCENTERED
6" MAS
2" CLR
S-201-1
14
13
S-201-1
WIDTH
OPNG
OPNG WIDTH
S-201-1
7
S-201-1
19
TYP WALL
SCHED
AT CONC
TYP AT HEAD
AND SILL
TYP AT
JAMB
TYP AT TOP
& BOT
TRACK
NOTES:
SEE FOR TYPICAL FASTENER INFO
S-201-1
16
TYP
BRIDGING
15/S-201-1
JAMB STUDS
OPTION A
OPTION B
#10 TEK SCREW
@ 12" OC TYP
PROVIDE TRACK EA
SIDE OF JAMB PACK
TYPICAL
JAMB STUDS
1/8 1 1/2-18
JAMB SCHEDULE
OPNG WIDTH TYPICAL AREAS
6'-0" (2) 600S162-54
CORNER AREAS
-
NOTE:
1. SEE [S002] FOR CORNER AREAS
HEADER AND SILL SCHEDULE
OPNG WIDTH
AND TYPE HEADER
6'-0" TYPE A (2) 600S162-43 AND
(2) 600T125-43
SILL
-
HEADER
-
SILL
-
TYPICAL AREAS CORNER AREAS
HEADER TRACKS
ATTACH TO HEADER
MEMBER W/(2) #10 TEK
SCREWS @ 12" OC
HEADER MEMBERS
ATTACH TO TRACK W/#10
TEK SCREWS @ 12" OC EA
SIDE
JAMB STUD, SEE
SCHEDULE
L2x2x12 GAGE x
TRACK WIDTH
W/ 8 #10 TEK
SCREWS T&B
TRACK SEGMENT
TO MATCH WALL STUD
600T125-54x0'-4
1/2", ATTACH TO
JAMB STUD W/ 8#10 TEK
SCREWS AND 8#10 TEK
SCREW TO HEADER
AT TYPE 'A' HEADER
PAF IN CONCRETE P
1/3 SLAB THK
P MAX =
PAF
COLD FORMED STL
3" MIN EDGE DISTANCE
4" MIN FASTENER SPACING
d (MIN) BTWN FASTENERS
COLD-FORMED STL
d (MIN) TO EDGE OF
COLD-F
ORMED
STEEL
d (MIN) TO EDGE OF
EDGE OF ATTACHED
COLD-FORMED STL
TEK SCREWS,
PENETRATE 3 THREADS
(MIN) PAST FINAL PLY,
TYP
TEK SCREW SIZE
#10
#12
d
5/8"
3/4"
TYP SCREW PLACEMENT
OPTION 1 - CLIP ANGLE
ATTACHMENT
CLIP ANGLE BETWEEN
150U & STUD
150U50
150U50
OPTION 2 - DIRECT
WELD ATTACHMENT
OPTION 3 - FLAT STRAPS
AND BLOCKING
TRACK PIECE TO
MATCH WALL STUD
WIDTH, CLIP FLANGE
AND BEND UP
ATTACH FLAT
STRAP TO TRACK
TAUT FLAT
STRAPS
NO STUD DEPTH RESTRI
CTI
ON FORSTRAP BRACI
NG OPTI
ON
d (8"
MAX)
6" MAX FOR THI
S OPTI
ON
ATTACH TRACK TO
STUD
STUD
WEB AT
CHANNEL
LOCATION NUMBER OF FASTENERS REQUIRED
TYP FRAMING 0.145"Ø PAF @ 16" OC
JAMBS [2] 0.145"Ø PAFs PER JAMB STUD
S-201-1
15
NOTES:
1. 1 1/4" EMBED REQUIRED FOR ALL PAFs
2. CUT AND BEND TRACK UP AT EXTERIOR
JAMBS WHERE TRACK TERMINATES AT JAMB
PACK
3 # 10 TEK SCREWS EA
FLANGE 4 # 10 TEK
SCREWS AT WEB (NOTE 2)
d
d
INTERIOR DOOR JAMB W/(4) PAFS
INTERIOR DOOR JAMB W/(6) PAFS
INTERIOR WINDOW JAMB W/(4)
PAFS
INTERIOR WINDOW JAMB W/(6)
PAFS
EXTERIOR DOOR JAMB W/(4)
PAFS
EXTERIOR DOOR JAMB W/PROPRIETARY
CLIP
EXTERIOR WINDOW JAMB W/(4)
PAFS
EXTERIOR WINDOW JAMB W/(6) PAFS
JACK STUD, TYP JAMB STUDS,
TYP
JACK STUD, TYP JAMB STUDS, TYP
MIN
FASTENER
SPACING
MIN
FASTENER
SPACING
MIN EDGE
DISTANCE
MIN
FASTENER
SPACING
MIN EDGE
DISTANCE
MIN
FASTENER
SPACING
[TSN STIFFCLIP CL W/
(9) #12 TEK SCREWS
AND (2) 1/4"Ø WEDGE-
BOLTS BY POWERS
FASTENERS]
TOP CONNECTION
DESIGN BY CONTR,
SEE 19/Z5.40 FOR
MIN CONNECTOR
SPACING
REQUIREMENTS
B/PRIMARY STRUCTURE
AT FRAMING 12" MAX [3/4"] SLIP
SLIP
CONNECTION
600 S 162 - 54
MATERIAL THICKNESS:
IN 1/1000 INCHES
MEMBER DEPTH:
IN 1/100 INCHES
FLANGE WIDTH:
IN 1/100 INCHES
TYPE:
S = STUD OR JOIST SECTIONS
T = TRACK SECTIONS
U = CHANNEL SECTIONS
F = FURRING CHANNEL SECTIONS
TYPICAL ANNOTATION
WALL SCHEDULE
HEIGHT TYPICAL WALL AREAS
12'-6" 600S162-43 @ 16" OC
WALL CORNERS
600S162-43 @ 12" OC
TOP & BOT TRACK
600T125-43
NO SCALE
1 TYPICAL STRUCTURAL MASONRY
WALL CORNER REINFORCING
NO SCALE
2 TYPICAL MASONRY WALL CONTROL
JOINT
NO SCALE 3 TYPICAL MASONRY BOND BEAM
NO SCALE
4 MASONRY WALL SCHEDULE -
STRUCTURAL
MW10-24(2) 10" NOTE 2 #5@24" (2) #4@48" #5@24" NO
JOINT VERT HORIZ DOWELS MARK
WALL
THK
REINFORCING GROUT
SOLID
STRUCTURAL MASONRY WALL SCHEDULE
NO SCALE
5 MASONRY STRENGTH DESIGN LAP
SPLICE SCHEDULE - 2000
2901 Blake Street, Suite 100
Denver, CO 80205
303.861.8555
Denver
1
A
B
C
D
E
2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
DPA Project:
Sheet Number:
COPYRIGHT - DAVIS PARTNERSHIP,
P.C.
Sheet Title:
Revisions Date
Sheet Information
Project Information
Issuance
Consultant
EAST
WING
ENABLING
6/30/2017
2:54:00 PM
16.0188.S.01
S-201-1
MASONRY AND LIGHT
GAUGE DETAILS
06/30/17
PERMIT VAIL
VALLEY
MEDICAL
CENTER
180 S. Frontage
Road
West,
Vail, CO 81657
3/8" = 1'-0" 6 TYP CF WALL FRAMING
3" = 1'-0" 13 TYP CF JAMB SCHEDULE
1/2" = 1'-0" 14 TYP CF HEADER
3" = 1'-0" 15 TYP CF FASTENER DETAILS
1" = 1'-0" 16 TYP CF WALL BRIDGING
1 1/2" = 1'-0" 19 TYP CF BOTTOM TRACK TO CONC
3/4" = 1'-0" 20 SLIP TRACK AT TOP OF WALL
NO SCALE 7 TYP CF WALL SCHEDULE
6/30/17
10/12/17