HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (27).ACBK
ARCHITECT: Chamberlin Architects, P.C.
BY: Jonathan West S:\1740 - Pitkin County Ambulance Facility\6. CONSTRUCTION\PROPOSAL REQUESTS\PR#015.1740.doc
PROPOSAL
REQUEST
FIELD
OWNER
ARCHITECT
CONTRACTOR
PROJECT: Aspen Ambulance District Facility
OWNER: Pitkin County
123 Emma Road, Suite #106
Basalt, CO 81621
TO: FCI Constructors, Inc.
3070 I-70 Business Loop Building A
Grand Junction, CO 81504
PROPOSAL REQUEST NO: Fifteen (15)
DATE: November 20, 2018
ARCHITECT'S PROJECT NO: 1740
CONTRACT DATED: May 9, 2018
Please submit an itemized quotation for changes in the Contract Sum and/or Time incident to proposed modifications
to the Contract Documents described herein.
THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN.
Drawings
1. Sheet S201: Add Typical Interior Masonry Wall Connections details as illustrated in the attached Sketch
SSK-24.
2. Sheet S301: Modify section 9 as illustrated in the attached Sketch SSK-23.
Attachments: SSK-23; SSK-24
T.O. BOND BEAM
EL. RE: PLAN
T.O. STEEL
EL. RE: PLAN
CONT. BOND BEAM
RE: ARCH.
3/16" 2 @ 12
@ PARALLEL TO W.F. BEAM
VARIES
EACH SIDE
1/16" CLR.
BENT PLATE 3/8"x
x0'-8" LONG @ 8'-0" O.C. MAX.
(MIN. 1 EACH END)CLR.1"T.O. BOND BEAM
EL. RE: PLAN
T.O. STEEL
EL. RE: PLAN
CONT. BOND BEAM
RE: ARCH.
@ FLOOR DECK
GROUT COURSE ABOVE
BOND BEAM @ EACH BAR
~ WALL BRACE TO BE
LOCATED @ REINF. CELL
PROVIDE PLATE 14 GA. x0'-10"
PLATE LENGTH AS REQUIRED
TO FACILITATE ATTACHMENT
TO NEAREST TWO FLUTES
@ 8'-0" O.C. MAX.
L4x4x3/8x0'-8"
EACH SIDE
SPACE TO MATCH PLATE
(TYP.)
1/16" CLR.
MIN.
2 1/2"1" CLR.1/8"
TYP.
(3) 0.145"ø P.A.F.
@ EACH SIDE
4"4"DESCRIPTION:
SCALE: DATE: PREPARED BY:PROJECT NO:PROJECT:ISSUED WITH:LOCATION:
A.A.D.F.AS NOTED
GRAND JUNCTION, COLORADO
970.242.6804
RAPID CITY, SOUTH DAKOTA
605.355.6804
PR#01517.085 11/20/18 JDG
Detail Addition
S201
SSK-24
3/4" = 1'-0"TYP. INT. MASONRY WALL CONNECTIONS
10
1
T.O. SLAB
EL. 116'-0"
T.O. BEAM
EL. 115'-3 1/2"
3" CONCRETE SLAB ON
9/16" FORM DECK
(3 1/2" TOTAL DEPTH)
1/4" 2"
1/4" 2"
1/4"
1/4"EACH
JOIST
CONT. BENT
PLATE 3/8"x
LH JOISTS
SEE PLAN
5/16" 2"
EACH END
(TYP.)W.F. BEAM
SEE PLAN
4" C.M.U. VENEER
RE: ARCH.
PROVIDE MASONRY
TIES AS REQUIRED
1' - 0"
SISTER 6" METAL
STUDS @ 1'-4" O.C.
ATTACH FLANGES W/
#10 SCREWS @ 8" O.C.
362S162-48 STUDS
@ 2'-0" O.C. EACH STUD
ATTACH W/ (6) #10
SCREWS EACH STUD
5"6" METAL STUDS
@ 1'-4" O.C.
(TYP.)#4x 3'-6" (A706)
@ 1'-0" O.C.
1/4"3 1/2"10"
B.O. STUDS
EL. 116'-0"
5/8"Ø ROD
EACH JOIST
0
T.O. BOND BEAM
EL. 115'-8"
1/4" 2 - 124"8" BOND BEAM W/
(2) #5 CONT.
CONT. L5x5x1/4 (L.L.V.)
ATTACH W/ 3/4"Ø EPOXY
ANCHORS @ 32" O.C.
(COURSE W/ VERT.
GROUTED CELLS)
IN 2" VERT. SLOTTED HOLE
(HILTI HIT HY 200 OR EQUAL)
10
10
DESCRIPTION:
SCALE:DATE:PREPARED BY:PROJECT NO:PROJECT:ISSUED WITH:LOCATION:
A.A.D.F.AS NOTED
GRAND JUNCTION, COLORADO
970.242.6804
RAPID CITY, SOUTH DAKOTA
605.355.6804
PR#01517.085 11/20/18 JDG
Section Revision
S301
SSK-23
3/4"=1'-0"9
S301
SECTION