HomeMy WebLinkAboutA020.1_ArchitecturalA2.1ARCHITECTURAL DETAILSA1 A2 A4
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NO.I HEREBY CERTIFY THAT THIS PLAN,DIRECT SUPERVISION AND THAT I AMPRELIMINARYUNDER THE LAWS IN THE STATE OFPREPARED BY ME OR UNDER MYREVISIONBYDATEDOCUMENT DATEDRAWN BYDATEISSUED FORCHECKED BYSHEETTITLERMMREPORT, SPECIFICATION WASPROJECT:LM PROJECT NO.SHEETS COVERED BY THIS SEAL:EXP. DATEREG.NO.A DULY REGISTERED ARCHITECTOWNER:#551%+#6'5.6&CONCEPT BY:8#..';8+'941#&'&'024#+4+'/+00'516#(#:ÄÄ2*10'ÄÄ%. /#551%+#6'5.6&#..4+)*654'5'48'&FINALPERMITSLEEP NUMBER1001 3RD AVE. S.MINNEAPOLIS, MN 55404SN STORE #TBD03/17/22CLAY TERRACESUITE #10014511 CLAY TERRACE BLVD.CARMEL, IN 460321 FEBRUARY 2022DEKSLEEP NUMBER1001 3RD AVE. S.MINNEAPOLIS, MN 554042204.1171INDIANAARCHITECTURALARI-950001331 DEC 23LATERAL BRACING PER ASCE
13.5.8: 20GA 3 5/8" MTL STUDS AT
48"OC IN ALT DIRECTIONS
SECURED TO STRUCTURE ABOVE
(3) #10x1" SELF-TAPPING STEEL
SCREWS EA CONNECTION
0$;10'-0" MAXSCALE: 1-1/2"=1'-0"
PARTITION WALL SECTION
GYP BD AS SPECIFIED PER WALL
SCHEDULE, JOINTS ORIENTED
AND STAGGERED VERTICALLY,
OPPOSING SIDES OF ASSEMBLY
TO BE STAGGERED.
1" TYPE S SELF-TAPPING STEEL
SCREWS 8"OC ALONG EDGE OF
GYP BD, 12"OC WITHIN FIELD OF
GYP BD.
CONTINUOUS BOTTOM TRACK TO
MATCH STUD SIZE & GAUGE
10" MIN(;3$16,21$1&+25#
32"OC, EMBEDDED 2" MIN. HILTI
KWIK BOLT 3 (ICC ESR-2302) OR EQ
ATTACH EA STUD TO TRACK W/
(1) #10x1" SELF-TAPPING STEEL
SCREW EA SIDE
EXISTING CONCRETE SLAB
MTL STUDS COMPLYING W/ ICC
ER-3064. SIZE & SPACE PER WALL
SCHEDULE.
CEILING PER RCP
CONTINUOUS TOP TRACK TO
MATCH STUD SIZE & GAUGE
NOTE: THRU-WALL PENETRATIONS SHALL COMPLY
WITH UL SYSTEM NUMBER W-L 5001 T RATING 1 HR
1-HR WALL ASSEMBLY PER
WALL SCHEDULE
1/4" MIN, 3/8" MAX AT NOMINAL 1" THK
PIPE COVERING; 1/2" MIN, 3/4" MAX AT
NOM 2" THK PIPE COVERING
1/4" MIN CONT BEAD OF 3M CO FIRE BARRIER
CP-25WB+ CAULK APPLIED TO WRAP STRIP/WALL
INTERFACE AND EXPOSED EDGE OF WRAP STRIP
UL APPROVED 1" THK HOLLOW CYLINDRICAL FIBER
MIN 3.5PCF PIPE COVERING WITH A FLAME SPREAD
INDEX 25 OR LESS AND SMOKE DEV INDEX 50 OR LESS
NOM 1/4" THK 3M CO TYPE FS-195+ INTUMESCENT
ELASTOMERIC MATERIAL FACED ONE SIDE ALUM FOIL
IN 2" WIDE STRIPS, FOIL OUT, TIGHTLY WRAP
AROUND PIPE WITH SEAM BUTTED. WRAP LAYER AND
SECURELY BOUND WITH STEEL WIRE OR ALUM FOIL
TAPE AND SLIDE INTO ANNULAR SPACE, 3/4" OF THE
WRAP TO PROTRUDE BEYOND WALL SURFACE.
FIRESTOP REQ'D WHERE COMBINED BOX AREA
EXCEEDS 100 SQ IN PER 100 SQ FT WALL AREA
AND WHERE OUTLET BOXES ON OPPOSITE SIDES
OF WALL ARE SEPARATED BY LESS THAN 24".
NO BACK TO BACK OUTLET BOXES.
MIN 1/8" HILTI CP617/CP617L FIRESTOP
PUTTY PAD OR APPROVED EQ. INSTALL IN
ACCORDANCE WITH UL REQUIREMENTS
FOR WALL OPENING PROTECTIVE
MATERIALS (CLIV)
1-HR WALL ASSEMBLY PER
WALL SCHEDULE
UL-LISTED METALLIC OUTLET BOX
AND EMT CONDUIT (4"x4" MAX)
NOT TO SCALE
1-HR STUD WALL PENETRATIONS
EXISTING DECK
VERIFY EXISTING STRUCTURE -
METAL WEB TRUSS SHOWN.
ATTACH TO TOP CHORD ONLY
UNISTRUT P2785 BEAM CLAMP
AT EA END OR APPROVED EQ
1 5/8" SQ 12GA H3 UNISTRUT
AT 48"OC OR AS REQUIRED
UNISTRUT TO TRUSS ATTACHMENT
NOTE:
-ALL ATTACHMENT METHODS SHALL BE FIELD VERIFIED.
-ALL EQUIVALENT PRODUCTS SHALL BE APPROVED BY THE ARCH PRIOR TO
ORDER.
EXISTING DECK
VERIFY EXISTING STRUCTURE -
METAL WEB TRUSS SHOWN.
ATTACH TO TOP CHORD ONLY
UNISTRUT P2785 BEAM CLAMP
AT EA END OR APPROVED EQ
1 5/8" SQ 12GA H3 UNISTRUT
AT 48"OC OR AS REQUIRED
1 5/8" SQ 12GA H3 UNISTRUT
AT 48"OC
MTL STUD FRAMING PER WALL
SCHEDULE
1/4" BOLT WITH 1 1/2" FENDER WASHERS
AND LOCK NUT; THRU-BOLT TRACK TO
UNISTRUT AT 48"OC MAX
SCALE: 1-1/2"=1'-0"
ATTACHMENT TO STRUCTURE
UNISTRUT TO TRUSS ATTACHMENT
TRACK TO UNISTRUT ATTACHMENT
FLOORING AS
SPECIFIED -
CARPET SHOWN
GROUT
SURROUNDING
CAVITY AROUND
BOX
RECESSED FLOOR
BOX AND COVER
AS SPECIFIED ON
ELECTRICAL
SHEETS
SCALE: 6" = 1'-0"
RECESSED FLOOR BOX DETAIL
ALUMINUM FINISH
COVER PLATE
664-CST-SW-ALM
FLUSH W/ FLOOR
FINISH
1'-9 3/4" 8"5'-2"1'-9 3/4"ORANGE DEDICATED
RECEPTACLE LEFT SIDE,
NON-DEDICATED
RECEPTACLE RIGHT SIDE
INSTALL J-BOX FOR LINE 3
& DSL LINE
3/4" CDX PLYWOOD
PRESSURE MAPPING CABINET
4" 6"4'-8"SCALE: 1/2" = 1'-0"
POWER & SIGNAL EQUIPMENT PANEL
HOLLOW METAL FRAME,
FIN PER SCHEDULE
DOOR, HINGE & FINISH
PER SCHEDULE
DOUBLED 3-5/8" MTL STUDS
TYP @ DOOR R.O.
5/8" GYP BD TYP. SEE WALL
SCHEDULE & ARCH PLAN
FOR LOCATION
SCALE: 3" = 1'-0"
TYPICAL DOOR DETAIL
SCALE: 3"=1'-0"
TYP COLUMN ENCLOSURE- W FLANGE
5/8" TYPE 'X' GYP
BD TO 6" MIN.
ABOVE CEILING HT.
1 5/8" MTL FURRING
STUDS TO CEILING
EXISTING COLUMN,
VERIFY LOCATION &
SIZE IN FIELD
*NOTE*
NO VISIBLE SEAMS
5/8" TYPE 'X' GYP BD TO
6" MIN. ABOVE CEILING HT.
3" = 1/-0"
TYPICAL TUBE STEEL COLUMN ENCLOSURE
1 5/8" MTL FURRING STUDS
TO 6" MIN. ABOVE CEILING
HT.
EXISTING COLUMN, VERIFY
LOCATION & SIZE IN FIELD
*NOTE*
NO VISIBLE SEAMS
GYP BD AND STUD WALL PER
PLAN
NOTE:
IN EXISTING WALL CONDITION, REMOVE REQUIRED AMOUNT OF GYP BD TO
EXECUTE DETAIL. PROVIDE ADDITIONAL BLOCKING TO PATCH WALL FOR
SMOOTH, FLAT SURFACE TO ACCEPT NEW FINISH. MAINTAIN FIRE RATING
WHERE APPLICABLE.
SECTION 2X6 BLOCKING
SCALE: 3"=1'-0"
BED LAB BLOCKING DETAIL
ELEVATION BLOCKING OPTIONS
2X6 OR 3
4"X6 (PLYWD)
FRT BLOCKING BETWEEN
STUDS BEHIND GYP BD
STUD TO STUD
3/4"X6" FRT PLYWOOD ONE
END DADO INTO STUD
FLANGE.
2X6 FRT BLOCKING, ONE END
DADO INTO STUD FLANGE, OTHER
END SCREWED THROUGH STUD
FACE INTO END OF BLOCKING
2- #10 2" EMBEDED AT
NON-DADO END OF FRT PLYWD
BLOCKING.
SECTION PLYWOOD BLOCKING
CNT LN OF BLOCKING, SEE
FIXTURE ELEVATIONS FOR
LOCATION (THREE HORIZ RUNS;
27"AFF, 67"AFF, 108")
PLAN BLOCKING BOTH OPTIONS
FRT BLOCKING ONE END
DADO INTO STUD
FLANGE, SEE PLAN VIEW
BELOW
FRT BLOCKING ONE END
ANCORED WITH SCREWS
INTO BLOCKING
THROUGH STUD FACE
LINE OF 34" PLYWD BLOCKING
OPTION
DADO
FRT BLOCKING, ONE END DADO
INTO STUD FLANGE, OTHER END
SCREWED THROUGH STUD FACE
INTO END OF BLOCKING
NON- DADO END FRT BLOCKING
2-#10 2" EMBEDED SCREW INTO
BLOCKING END THROUGH STUD
FACE
CNT LN OF BLOCKING, SEE
FIXTURE ELEVATIONS FOR
LOCATION (THREE HORIZ RUNS;
27"AFF, 67"AFF, 108")
CNT LN OF BLOCKING, SEE
FIXTURE ELEVATIONS FOR
LOCATION (THREE HORIZ
RUNS; 27"AFF, 67"AFF,
108")
05/25/22