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HomeMy WebLinkAbout119-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"