HomeMy WebLinkAboutA504 - MISCELLANEOUS DETAILS3"3"3"3"INSULATION PACK TO PREVENT
LIGHT TRANSMISSION INTO SALES
AREA. CLIP INSULATION IN PLACE.
CUT GYPSUM BOARD TO FIT
WITHIN 3/8" OF BOTTOM OF
ROOF DECK
TOP TRACK
METAL STUDS
EXISTING STRUCTURE
BOTTOM TRACK
6" DEFLECTION TRACK 16 GAUGE
SECURED TO BOTTOM CHORD OF
JOIST WITH (2) 0.145 DIA PAF
GYPSUM BOARD SPACER
GYPSUM BOARD COVER
GYPSUM BOARD
REF PARTITION TYPES
METAL STUDSSLIP JOINT
NOTE: USE TYPE X GYPSUM
BOARD ON BOTH SIDES AT
RATED CONDITION3"3"3"BOTTOM OF DECK
FIRESTOPPING
20 GAUGE BREAK METAL
CLOSURE AS REQD WHERE
WALL IS PARALLEL TO FLUTES
TYPE X GYPSUM BOARD.
ATTACH AT TOP ONLY
ATTACH 16 GAUGE
6" DEFLECTION TRACK
WITH #10 TEK SCREWS
FOR (2) ROWS AT 24" OC
TO METAL ROOF DECK
2" x 20 GAUGE CONTINUOUS
METAL STRAP
METAL STUDS
WALL FINISH
REF PARTITION TYPES
J-MOLD EDGE
EA SIDE
1" 1"3"NESTED 6"x 20 GAUGE
STUDS SECURE TO BOTTOM
OF BAR JOISTS WITH 3/8"
A307 BOLTS, LOCK NUTS
AND WASHERS
BOTTOM OF JOISTS
METAL STUDS
18 GAUGE 6" DEEP LEG
TRACK
NOTE: USE 0.145 DIA
PAF FOR DEFLECTION
TRACK ATTACHMENT TO
GIRT AT SIM CONDITION
METAL ROOF DECK
ATTACH 16 GAUGE 6"
DEFLECTION TRACK WITH #10 TEK
SCREWS FOR (2) ROWS AT
24" OC TO METAL ROOF DECK
2" x 20 GAUGE CONT
METAL STRAP
WALL FINISH
REF PARTITION TYPES
1"1"
J-MOLD EDGE 1"DO NOT ATTACH
WALL FINISH TO
DEFLECTION TRACK
16 GA TRACK,
ATTACH TO EACH
WALL STUD W/ (2) #10
TEK SCREWS AS
SHOWN
METAL STUD
REF PLAN
FOR PARTITION
TYPE
ATTACH CEILING JOIST
TO
TRACK W/ (2) #10 TEK
SCREWS, TOP AND
BOTTOM
1"1"MAX
1/4"
CEILING PER
SCHEDULE
METAL STUD
HEADER
18 GA TRACK WITH (3) #10 TEK
SCREWS EACH SIDE TO HEADER
AND (6) #10 TEK SCREWS TO
JAMB
METAL STUD JAMB
BA2' TO 6'
6' TO 8'
8' TO 10'
10' TO 12'
12' TO 14'
14' TO 16'
16' TO 18'
18' TO 26'
(2) 6" X 18 GAUGE
(2) 6" X 16 GAUGE
(2) 6" X 14 GAUGE
(2) 8" X 18 GAUGE
(2) 8" X 16 GAUGE
(2) 8" X 14 GAUGE
(2) 10" X 14 GAUGE
(2) 12" X 16 GAUGE
1x = 2.042 Sx = 0.670
1x = 2.518 Sx = 0.839
1x = 3.094 Sx = 1.031
1x = 4.134 Sx = 1.033
1x = 5.110 Sx = 1.277
1x = 6.303 Sx = 1.576
1x = 12.325 Sx = 2.456
1x = 15.730 Sx = 2.334
HEADER
LENGTH
HEADER
MEMBERS
MINIMUM EFFECTIVE
PROPERTIES PER STUD
INTERIOR NON-LOAD BEARING PARTITION HEADER
SCHEDULE
6 1/2"VARIES
METAL STUD
BOTTOM TRACK
TOP TRACK
2 STUD
HEADERS
FINISH AS
INDICATED
BOTTOM TRACK
DOUBLE MTL STUD
AT JAMBS
BOX BEAM
18 GA TRACK
SECTION-BSECTION-A
(1) #10 TEK
SCREW AT EACH
VERTICAL STUD
PARTITION NOTES
1. REFERENCE CAPTURE TRACK DETAILS FOR DEFLECTION REQUIREMENTS.
2. METAL STUDS ARE SPACED AT 16" ON CENTER MAX UNLESS NOTED OTHERWISE
3. ALL GYPSUM BOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE
4. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0".
5. IN ROOMS WITH LAY-IN CEILINGS, EXTEND FINISH 6" MIN ABOVE CEILING. IN ROOMS WITH GYP BOARD
CEILING STOP FINISH AT CEILING.
6. HOLD ALL SUBSTRATE 1/2" ABOVE CONCRETE TO AVOID WICKING ACTION.
7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY
STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED PER
CODE.
8. PROVIDE BLOCKING AT ALL WALL HUNG EQUIPMENT AS REQUIRED AND DETAILED IN DRAWINGS AND
MILLSWORK SHOPS COORDINATE EXACT LOCATION WITH ARCHITECT & TFM VENDOR.
9. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO
RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED
WITHOTHER TRADES.
10. REF A600 FOR SCHEDULE FINISH KEY.
11. REF A111 FOR SHEATHING PLAN
12. REF INTERIOR BUILDING ELEVATIONS AND FINISH SCHEDULE FOR ADDITIONAL WALL FINISH
REQUIREMENTS, TYP.
13. G.C. TO ENSURE THAT ALL INSTALLED WALLS MEET APPLICABLE CODE REQUIREMENTS FOR FLAME
SPREAD AND SMOKE DEVELOPMENT INDEX FOR TYPE IIB CONSTRUCTION.
14. METAL STUDS TO BE 20 GA. (33 MIL) MIN AT 16" OC U.N.O. OR HEAVIER AS INDICATED BY DRAWINGS.
15. ALL METAL STUD FLANGES TO BE 1 5/8" MIN WIDTH.
16. WHERE WALLS ARE NOT SHEATHED FULL HEIGHT ON BOTH SIDES, BRIDGING IS REQUIRED PER THEIR
MAX UNBRACED LENGTH. IF UNBRACED LENGTH OF A 6" GA 20 GA STUD > 25'-0", BRIDGING IS REQUIRED. IF
BRACED LENGTH OF A 3 5/8" 20 GA STUD > 15'-0," BRIDGING IS REQUIRED.
17. FULLY SHEATHED WALLS TO RECEIVE BRIDGING AT 1/4 POINTS.
1/2"VERTICAL GYPSUM BOARD
CONTROL JOINT
REF SPECIFICATIONSGYPSUM BOARD
1/2" 5/8" TYPE X
GYPSUM BOARD VERTICAL GYPSUM
BOARD CONTROL JOINT
REF SPECIFICATIONS
5/8" GAP 1 5/8" DRYWALL
SCREWS AT 24" OC
5/8" TYPE X
GYPSUM BOARD
CEILING PER
SCHEDULE
(2) C8 X 1 5/8" X
18 GA METAL STUD
BOX BEAM WITH 18
GA METAL TRACKS
TOP AND BOTTOM
C6 X 1 5/8" X
18 GA METAL STUD
AT 16" OC MAX,
ANCHOR TO WALL
STUDS WITH #10
TEK SCREWS TYP NOTE: CEILING JOIST
ORIENTATION AT SIM
CONDITION. REFERENCE
A504 FOR HEADER
RUNNER TRACK BEND AND
CLIP TO WALL RUNNER AT
48" OC
METAL RUNNER
EXTEND METAL STUD 4" MINIMUM
ABOVE CEILING FRAMING
METAL STUDS SET 1/2" OFF FACE OF WALL
FACE OF WALL
CEILING AS SCHEDULED4"4'-0" MAX
BRACE TO
ADJACENT WALL
AT CORNER
DIAGONAL 3 5/8"
METAL STUD BRACING
AT 48 OC AS
REQD TO STABILIZE
PARTITION
20 GAUGE CLIP
ANGLE
20 GAUGE
TOP TRACK
METAL STUDS
AS SCHEDULED
WALL FINISH
REF PARTITION TYPES
FLUSH JOINTPERPENDICULAR JOINT
J-MOLD WITH 1/8" CLEAN
JOINT (DO NOT CAULK JOINT)
FLOOR SUPPORTED WALL
SUSPENDED SOFFIT WALL
SUSPENDED
SOFFIT WALL
L3X3X18 GA (3) #10 TEK
SCREWS EACH LEG
3 5/8" X 18 GA NESTED
STUD AND TRACK
EXISTING ROOF DECK
DEFLECTION TRACK 3 5/8" 20 GA
GALV. METAL TRACK CONT.
SEE PLANS FOR STUD SIZE
5/8" WALL SHEATHING.
REFERENCE A1114"DO NOT ATTACH STUDS OR
WALL SHEATHING TO
DEFLECTION TRACK2"24" OC
12 GAGE HANGER WIRE
AT 4'-0" OC EACH WAY
MAX 6" MAX FROM WALL
12 GAGE GALVANIZED WIRE
HANGERS AT 4'-0" OC
MAX EACH WAY WITH FIRST
HANGER AT 6" MAX FROM
WALL. ELEC FIXTURES AND
MECH EQUIPMENT TO BE
SUPPORTED BY SEPARATE
WIRES. ANCHOR WIRES TO
ROOF STRUCTURE
WALL ANGLE
(OR
CHANNEL)
MAIN RUNNERS
LAY-IN
ACOUSTICAL TILE
LOCATE SWAY BRACE AT
12'-0" OC MAX EACH
WAY.
LOCATE WITH FIRST
POINT 6'-0" FROM EACH
PARTITION
CROSS RUNNERS
WALL ANGLE
(OR CHANNEL)
SLOT BOTTOM OF 1/2"
ELECTRICAL METALLIC
TUBING CONDUIT TO FIT
OVER RUNNER. ANCHOR
WITH #8 SELF DRILLING
SELF TAPPING METAL
CREWS
WRAP WIRE AT EACH
END 4 TWISTS. MAX
LENGTH OF COIL TO BE
1 1/2"
(4) #12 SWAY WIRE, PLACE
(2) WIRES EACH SIDE OF
POST ON MAIN RUNNER.
(4 REQUIRED PER POST)
NOTE:
THE FIRST CEILING TILE SHALL
MAINTAIN 3/4" CLEAR FROM
FINISH WALL SURFACE
3/4" ELECTRICAL
METALLIC TUBING
CONDUIT
BOTTOM CHORD
OF JOIST
12 GAGE HANGER
WIRE INSIDE TUBE
ANCHOR 1/2" ELECTRICAL
METALLIC TUBING CONDUIT
TO 3/4" ELECTRICAL
METALLIC TUBING CONDUIT
WITH (2) #8 SELF DRILLING
SELF TAPPING SCREWS
FULL PENETRATION THRU
BOTH SIDES
1/4" x 6" EYE BOLT.
DOUBLE
NUT AT TOP WITH
OVERSIZED WASHER
AND SINGLE NUT WITH
OVERSIZED WASHER AT
BOTTOM SIDE OF JOIST
45°
MAX 1'-0"1'-0"48" OC -T YP 48" OC -TYP
2" M
A
X
2"
M
A
X
MAIN RUNNERCROSS TEE
1/2" ELECTRICAL
METALLIC TUBING
CONDUIT
NOTE:
INSPECTION OF SWAY BRACE AND
CEILING GRID INSTALLATION SHALL BE
COMPLETED BEFORE INSTALLATION OF
CEILING ANGELS. PROVIDE SPECIAL
INSPECTOION REPORT HORI
ZONTAL TYP45° MAX FROMMAIN RUNNER TYP45° MAXHORIZONTAL FROMSHEET NO.
This drawing was prepared for use on a
specific site contemporaneously with its issue
date and it is not suitable for use on a
different project site or at a later time. Use of
this drawing for reference or example on
another project requires the services of
properly licensed architects and engineers.
Reproduction of this drawing for reuse on
another project is not authorized and may be
contrary to the law.
BRR Original printed on recycled paper
COPYRIGHT NOTICE
CONSULTANT
PROJECT NO.
SHEET TITLE
ISSUES & REVISIONS
CONSULTANT LOGO
DRAWN BY: REBECCA BEASLEY
PROFESSIONAL SEAL
PROJECT MANAGER: DAN VON SEGGERN
DOCUMENT DATE:
CHECKED BY: JOHN SCHWEIGER
PROJECT NAME
PROJECT ADDRESS
1 2 3 4 5 ABCDEABCDE12 3 4 5
TREVOR TYSON HOLCOMB
ARCHITECT
AR11800234
ARCHITECT OF RECORD:
TREVOR TYSON HOLCOMB
8131 METCALF AVENUE
SUITE 300
OVERLAND PARK, KS 66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
12/7/2021 12:19:01 PMMISCELLANEOUS
DETAILS
A504
62930563
12/07/21
THE FRESH
MARKET
1392 S. RANGELINE
ROAD
CARMEL, IN 46032
1 1/2" = 1'-0" 3 PARTITION TO DECK
1 1/2" = 1'-0" 7 CAPTURE TRACK
1 1/2" = 1'-0" 6 CAPTURE TRACK
1 1/2" = 1'-0"5 DEFLECTION TRACK
1 1/2" = 1'-0" 15 CEILING JOIST ATTACHMENT
1 1/2" = 1'-0" 2 HEADER CONNECTION DETAIL
1 1/2" = 1'-0" 10 GYP BD CONTROL JOINT
1 1/2" = 1'-0" 9 GYP BD CONTROL JOINT - FR
1 1/2" = 1'-0" 14 BOX BEAM
1 1/2" = 1'-0"8 FURRING TO WALL
1 1/2" = 1'-0"1 PARTITION BRACING
1 1/2" = 1'-0" 11 TYPICAL SLIP-JOINT DETAIL
3" = 1'-0" 13 BLOCKING ATTACHMENT
3" = 1'-0"12 EXPANSION WALL DETAIL
3/4" = 1'-0" 4 CEILING GRID DETAIL
NO. DATE DESCRIPTION
02/07/22