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HomeMy WebLinkAbout2133 TIMBERLINE RD., OFFICE & RESTAURANT - MAJOR AMENDMENT - MJA150009 - SUBMITTAL DOCUMENTS - ROUND 1 - ELEVATIONS (3)31' - 4" 3' - 4" 10' - 0" 4' - 8" 10' - 0" 3' - 4" 6' - 10" MEDIUM BROWN CMU CAP MEDIUM BROWN CMU ACCENT BAND LIGHT BROWN CMU STEEL POST TRASH ENCLOSURE GATE: 1 1/2" DEEP STEEL DECK W/ 2" STEEL TUBE FRAME BOLLARD 15' - 4" 2' - 8" 4' - 2" MEDIUM BROWN CMU CAP MEDIUM BROWN CMU ACCENT BAND LIGHT BROWN CMU 6' - 10" 21' - 4" 4' - 0" 6' - 0" MEDIUM BROWN CMU CAP MEDIUM BROWN CMU ACCENT BAND LIGHT BROWN CMU 2' - 8" 4' - 2" 15' - 4" MEDIUM BROWN CMU CAP MEDIUM BROWN CMU ACCENT BAND 6' - 10" LIGHT BROWN CMU 31' - 4" 3' - 4" 10' - 0" 4' - 8" 10' - 0" 3' - 4" 15' - 4" STEEL ANGLE GUARD 21' - 4" 4' - 0" 6' - 0" BOLLARD, TYP #5 VERT. @ 32" O.C. FILL ALL CELLS SOLID 2X2 TUBE AT TOP OF STEEL BOLLARD, WELDED TO VERTICAL PAINTED STL. ANGLE CL GATES: 2"X2" PAINTED STL. TUBE PERIM. FRAME W/ 1"X1" STL. ANGLE INTERIOR FRAME WELDED TO PERIMETER. GRIND ALL WELDS SMOOTH. ATTACH PREFIN. MTL. SIDING PANELS TO FRAME W/ SELF-TAPPING FASTENERS. 6" DIA. EXTRA STRONG PAINTED STL. PIPE SLEEVE PIVOT HINGE AS SHOWN ON 1" STL. PLATE RING. 5" DIA. PAINTED. CONC. FILLED PIPE BOLLARD. 3 1/2" PERIM. TRIM @ MTL. PANELS AS RECOMMENDED BY PANEL MFR. FIELD WELD GATE FRAME TO PIPE SLEEVE PIVOTS W/ 1/4"X4"X2 1/2" PLATES EA. SIDE CL 3X3X5/16 GALV. STL. ANGLE ANCHORED INTO CMU FULL HT. @ JAMBS 1' - 0" 5' - 10" 5" STL. BOLLARD POSTS FILLED W/ CONC. 2X2 STL. TUBE FRAME PREFIN. MTL. WALL PANEL INFILL. 18" DIA CONC. SONOTUBE @ FRONT CORNERS EMBED POSTS IN CONC. CANE BOLTS 1/8" STL. PL HANDLES 1/8" STL. PL. HASP W/ HOLES TO ACCEPT PADLOCK BY OWNER STL. PIPE PIVOT HINGES STL. PIPE SLEEVES WELDED TO POSTS TO SUPPORT HINGES 3' - 0" 10' - 0" 6" 4' - 5 1/2" 1" 4' - 5 1/2" 6" 8"X8"X16" CMU, FILL CELLS SOLID BOND BM. W/ 2- #5 CONT. REINF. #5 VERT. @ 32" O.C. GROUT REINFORCED CELLS FULL #6 VERT DOWELS @ 48" O.C. EXTEND 2'- 6" INTO CMU HORIZ. REINF. AT 16" O.C. 6" CONCRETE SLAB WITH 6X6 10-10 WWF REINFORCING. SLOPE TO FRONT 8" 2' - 6" 6" 6' - 8" 2" CONC. FOUND. WALL. REINF. W/ 2-#4 T&B COMP. FILLER CAPPED W/ SEALANT T.FRONTT.O. SLAB @ FRONT RECIVIL RE CIVIL 3 #5 CONT. T&B 1' - 0" 3' - 0" #4 @ 32" O.C. TRANSVERSE T&B VARIES 2" CMU CAP STEEL ANGLE GUARD 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 ph: 970.224.1191 www.VFLA.com DRAWING NUMBER: PROJECT NUMBER: SEAL: IN ASSOCIATION WITH: Strength in design. Strength in partnership. Strength in community. VAUGHT FRYE LARSON ARCHITECTS, INC. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. CHECKED BY: DRAWN BY: COPYRIGHT: Issued No. Description Date 1 12-22-15 Revisions 2 3 4 5 6 No. Description Date VAUGHT FRYE LARSON architects PDP SUBMITTAL CA AG 2133 TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 12/22/2015 11:59:21 AM 12/22/2015 11:59:21 AM C:\Users\Andy\Documents\2133 Timberline v16_Central_andy.rvt A2 TRASH ENCLOSURE 2133 TIMBERLINE OFFICE BUILDNIG PDP SUBMITTAL 2015-80 3 1/4" = 1'-0" TRASH ENCLOSURE - NORTH ELEVATION 5 1/4" = 1'-0" TRASH ENCLOSURE - EAST ELEVATION 2 1/4" = 1'-0" TRASH ENCLOSURE - SOUTH ELEVATION 1 1/4" = 1'-0" TRASH ENCLOSURE - WEST ELEVATION 4 1/4" = 1'-0" TRASH ENCLOSURE PLAN 7 1 1/2" = 1'-0" TRASH ENCLOSURE GATE DETAIL - MASONRY 8 1/2" = 1'-0" TRASH ENCLOSURE GATE ELEVATION 6 3/4" = 1'-0" TRASH ENCLOSURE SECTION - MASONRY