HomeMy WebLinkAbout96-LS504SiteDetailsOWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:NWX APARTMENTS - AN ICON COMMUNITYSITE PLAN - PHASE 1BOZEMAN, MONTANANWX APARTMENTS LLC
1735 SOUTH 19TH AVE
SUITE B
BOZEMAN, MT 59718
OFFICE: 406.582.8100
FAX: 406.582.8108
GH, JSKS, RH10/29/21: SP 01
06/02/22: SP 02
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
SITE DETAILS
LS504
1
STONE VENEER, CORONADO
STONE PRODUCTS, PLAYA
VISTA LIMESTONE, COLOR:
HURON
3'-5"x6"x1/8" THICK CORTEN
STEEL BOX FORM, PROVIDE
RUST ACCELERATOR
TREATMENT SURFACE
TREATMENT TO CORTEN TO
ACCELERATE FINISH. APPLY
NON-CORROSION SEALANT TO
INTERIOR PRIOR OF BOX FORM
PRIOR TO INSTALLATION.
SUBMIT PHYSICAL SAMPLE OF
CORTEN FOR REVIEW PRIOR
TO FABRICATION
2'-2"x7"x1/8" THICK UNFINISHED
STEEL BOX FORM. FINISH
EXTERIOR WITH PREMIUM UV
RESISTANT/NON-OXIDIZING
CLEAR COAT AFTER
INSTALLATION. ALL FACING
SIDES WELDED SHUT.
CONTRACTOR TO SUBMIT
HARD SAMPLE WITH CLEAR
COAT FOR REVIEW.
1/4" THICK, 5-1/2" HEIGHT,
BRUSHED ALUMINUM
LETTERING, SET 3/4" OFF FROM
FACE OF FORM. SUBMIT ONE
FULL SIZE LETTER, HARD
SAMPLE FOR REVIEW PRIOR
TO FABRICATION. RE:
LETTERING LAYOUT
ENLARGEMENT DETAIL 1/L-19
FOR COORDINATION
1
2" THICK BRUSHED ALUMINUM
DECORATIVE BAND, SET 3
4"
FROM FACE OF FORM. FORM
SHOULD BE SMOOTH,
DEBURRED AND FREE FROM
IMPERFECTIONS, KINKS OR
IRREGULARITIES
1
4" THICK 2-1/2" HEIGHT
BRUSHED ALUMINUM
LETTERING, SET 3
4" OFF FROM
FACE OF FORM. SUBMIT ONE
FULL SIZE LETTER, HARD
SAMPLE FOR REVIEW PRIOR
TO FABRICATION. RE:
LETTERING LAYOUT
ENLARGEMENT FOR
COORDINATION
INSTALL 1
2" RUBBER SPACERS
BETWEEN METAL BOX FORMS
TO PREVENT TWO METALS
FROM TOUCHING. APPLY ON
ONE FACING SIDE WITH CLEAR
COMMERCIAL ADHESIVE
3" PRECAST CONCRETE CAP,
DAVIS COLOR: SILVERSMOKE
RE: MATERIALS SCHEDULE,
PROVIDE 1" CHAMFER AT TOP
EDGE
ELECTRICAL PVC CONDUIT
BOTH SIDES FOR UPLIGHT, RE:
ELECTRICAL
PVC CONDUIT TO BE
RECESSED WITHIN THE
STRUCTURAL FORM, RE:
ELECTRICAL FOR LAYOUT, AND
POWER SUPPLY.
FINISH GRADE
LED UPLIGHT ON TWO SIDES.
RE: ELECTRICAL FOR SPACING
AND DETAIL
SPACE LETTER 3/4" FROM FACE
OF UNFINISHED STEEL
BACKPLATE. CONTRACTOR TO
WELD 1/4" THICK STAINLESS
STEEL DOWELS TO
UNFINISHED 1/4" THICK STEEL
BACK PLATE. NO LESS THAT 4
DOWEL ATTACHMENT POINTS
PER LETTER. USE LOW WELD
TEMPERATURE TO PREVENT
DISCOLORATION OF STEEL
1/4" MACHINE SCREW,
NON-CORROSIVE RUBBER
SPACER AND BOLTS.
1/4" COUNTERSINK BOLT INTO
PREDRILLED HOLE WITH
HEAVY DUTY EPOXY
LETTERING TO BE: FRANKLIN
GOTHIC MEDIUM CONDENSED.
FINAL ARTWORK, LETTERING
AND LAYOUT TO BE APPROVED
BY OWNER PRIOR TO
FABRICATION, RE: DETAIL
1/L-19 FOR LETTERING LAYOUT
DETAIL
HSS 5 1/2 X 5 1/2 X 3/16 WITH
MATCHING HORIZONTAL
BEAMS AT EACH COLUMN SET,
WELDED WITH 1/8" FILLET
WELD ALL AROUND (GRIND
SMOOTH) (OR HSS6X6X3/16)
TUBE STEEL COLUMNS (EQ.
SPACED) WITH BASE PLATE
TYPE AND ORIENTATION AS
SHOWN.
L 2X2 (OR COLD FORM TRACK)
FINISH SUPPORT ANGLE WITH
1/4" DIA. X 3/4" 'TITEN 2'
CONCRETE SCREWS @ 12" O.C.
INTO CONCRETE CAP
#4 L DOWELS AT 16:" O.C. MAX.
O.C. EACH FACE OF WALL
#4 CROSS TIES AT 16 O.C.
(EACH DOWEL)
#4 @ 12" O.C. EACH WAY BOTTOM
OF FOOTING (3" CLEAR COVER)
CONCRETE FORM
TYPE A-BASE PLATE (SEE THIS
SHEET)
TYPE B-BASE PLATE (SEE THIS
SHEET)
RE: LETTER WELD
ENLARGEMENT (THIS DETAIL)
RE: METAL BOX FORM
ATTACHMENT ENLARGEMENT
(THIS DETAIL)
BOX FRAME SUPPORT LAYOUT
OCCURS ON (2 SIDES)
1
2
3
4
5
6
7
8
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
FRONT ELEVATION
NOTES:
1.REFER TO THE GEOTECHNICAL
REPORT FOR SPECIFIC CONDITIONS
RELATED TO SUBGRADE PREP AND
BACKFILL REQUIREMENTS.
2.NORRIS DESIGN HAS PROVIDED
THIS DETAIL FOR REFERENCE AND
PRICING PURPOSES AT THE
DIRECTION OF THE OWNER. THIS
STRUCTURAL FOOTING AND
REINFORCEMENT HAS BEEN
INDICATED AS DIRECTED BY
STRUCTURAL ENGINEER OF
RECORD. NORRIS DESIGN IS NOT
RESPONSIBLE FOR THE
PERFORMANCE OR INTEGRITY OF
THIS STRUCTURAL FOOTING DETAIL.
3.SIGN CONTRACTOR TO PROVIDE
SHOP DRAWINGS FOR REVIEW AND
APPROVAL BY LANDSCAPE
ARCHITECT.
4'-0"
NWX APARTMENTS
An Icon Community
A
PLAN
SIDE SECTION A
9'-0"
3'-4"1'-9"
10"7'-4"10"
5'-0"
3'-9"
1'-4"
3"
2'-2"
3"
1'-3"
6"6"
6"
1'-0"
1'-4"
3'-5"
4"6'-8"4"
6"
6"
1'-3"
1'-4"1'-4"
3'-6"
90°
90°
90°
11"6"
3"3"
1"
6"
5'-0"2'-4"
8"
3'-4"
2'-2"
1'-3"
7"7"11"
2'-4"
LETTER WELD ENLARGEMENTMETAL BOX FORM ATTACHMENT ENLARGEMENT
(SIDE VIEW)
3/4" SPACING
4'-6"
5"
2 3 4
8
1
12
5
3
4
2
1
8
8
4
3
2
9
5
13
2
12
4
3
14
1313
8'-4"
2'-8"
10"
3'-0"
6" TYP.
20
21
22
2", TYP.
14
PL. 34" BASE
PLATE
H.S.S. 512X512X 1/8"
MIN. STEEL COL.
(2) 34"Ø X 7" TITEN HD
SCREW ANCHORS
6"
1'-0"
TYPE A-BASE PLATE
2", TYP.
14
PL. 3 4" BASE
PLATE
H.S.S. 512X512X
1/8" MIN. STEEL
COL.
(2) 34"Ø X 7" TITEN HD
SCREW ANCHORS
6"
1'-0"
TYPE B-BASE PLATE
19
18
PRIMARY MONUMENTATION
SCALE: 3/4" = 1'-0"
BOX FRAME POST SUPPORT - SECTION B
B
C
BOX FRAME POST SUPPORT - SECTION C
BOX FRAME POST SUPPORT - PLAN VIEW B BOX FRAME POST SUPPORT - PLAN VIEW C
1
23
5'-0"3'-11"
6'-6"
11"1'-4"
2525
25 25
24
24
25
25
25
25
1'-4"
11"
11"2'-10"3'-6"4'-6"
SCALE: 1-1/2" =1'-0"
SCALE: 6" =1'-0"
4
26
27
7
7
6
6
2828
10
1212
2'-6"2'-6"
29
4"
10"
THE LANDSCAPE ARCHITECT IS
NOT RESPONSIBLE FOR
STRUCTURAL ENGINEERING
ASSOCIATED WITH THIS
DETAIL. THIS MUST BE
PREPARED BY A LOCALLY
LICENSED ENGINEER AS
REQUIRED FOR PERMITS AND
MUST COMPLY WITH ALL
CODES AND REGULATIONS
9
6" X 6" FAIR HOUSING EMBLEM -
PIN MOUNTED; ARTWORK
SHOWN FOR LOCATION ONLY,
REFER TO SIGN FABRICATOR
TO PROVIDE SHOP DRAWINGS
OF FINAL DESIGN
29
#4 @ 16" O.C., EA. FACE CONC.30
30
8'-2"