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HomeMy WebLinkAbout045_AG701 - SIGN MOUNTING DETAILS1'-6" 1 1/2"2"3"3" 10'-0" 6" 2" 9" 4"1/4" 3"1/4" 3"1/4" B 1'-0" 8'-0"1'-0" (4) 1/2" HIT HY150 (STAINLESS) WITH 3 1/2" MINIMUM EMBEDMENT . . 1/4" PRIMER GALVANIZED PAINTED PLATE, COORDINATE LOCATION WITH PRECASTER WT6x8 PREMIER GALVANIZED AND PAINTED FOR CLEARANCE BAR INFORMATION SEE SIGN SCHEDULE SEE NOTE 1 . TRAFFIC FLOW SECTION A FOR CLEARANCE BAR INFORMATION SEE SIGN SCHEDULE FACE OF BUMPER WALL OR BEAM ELEVATION B BUMPER WALL OR BEAM ABOVE NOTES: 1. REVIEW BEAM/BUMPER WALL CORNER REINFORCEMENT TO DETERMINE PLATE OFFSET FROM BOTTOM OF BEAM/WALL TYP 1" TYP1" MOUNTING HEIGHT8" ØA 1/4" GALV BENT PLATE HANGER, 3" WIDE @ 4'-0" MAX SPACING MOUNTING HEIGHT10'-0" 1'-0"8'-0"1'-0" BOTTOM OF WALL / BEAM 1/4" DIA THREADED STUD EXPANSION ANCHOR WHAINLESS STEEL WASHER & LOKC NUT FOR HANGER ATTACMENT (2) 2" X 2" X 1/4" X 1'-0" ANGLE. ALUMINUM ANGELS IN SAWCUT ALONG PIPE AXIS - ATTACH ANGELS TOGETHER USING (2) 1/4Ø STAINLESS STEEL SCREWS 1/4"Ø PLASTIC COATED STEEL CABLE WITH CRIMP STYLE CLAMPS - PROTECT CUT END OF CABLE FORM CORROSION 1/4"Ø SELF-TAPPING STAINLESS STEEL SCREWS 10" Ø BLACK PVC PIPE WITH FLUSH, SMOOTH END CAPS AT EACH END OF PIPE - MOUNT HORIZONTAL ABOVE TRAFFIC LANE 8" ØVARIES1/4" x 1" SLOT REFLECTIVE LETTER DIE-CUT TEXT (SEE SCHEDULE) CLEARANCE BAR ELEVATION 1/4" Ø DRAN HOLE BELOW EACH HANGER ASSEMBLY SECTION A A SIGN FACE HILTI METAL HIT ANCHOR OR APPROVED EQUAL @ 3'-0" OC (MINIMUM (4) ANCHORS PER SIGN), SEE DETAIL FACE OF COLUMN, WALL, OR BEAM TOP OF PANEL WHERE APPLICABLE BOTTOM OF BEAM WHERE APPLICABLE MOUNTING HEIGHTNOTES: 1. DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS WILL DAMAGE SIGNS. 2. WHERE TOP OF PANEL OR BOTTOM OF BEAM CONDITION OCCURS; MAINTAIN A CONSTANT 2" DIMENSION FROM TOP OF PANEL OR BOTTOM OF BEAM TO SIGN AS SHOWN. 4" 0"1"2"3/4"4"1 1/16"2"3/4"/6 AG701 SLOTTED HOLE IN SIGN FACE AT EACH REQUIRED LOCATION ELEVATION SECTION SIGN FACE NYLON BUSHING 5/8" OUTSIDE DIAMETER STAINLESS STEEL WASHER HILTI METAL HIT ANCHOR OR APPROVED EQUAL .080 NOMINAL ALUMINUM SIGN THICKNESS . NOTES: 1. DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS WILL DAMAGE BUSHINGS AND SIGNS. 2. USE THIS MOUNTING DETAIL ON BUMPER WALLS, COLUMNS, PANELS AND BEAMS WITH DETAIL . 1/16" MAXIMUM 1/16" /5 AG701 MOUNTING HEIGHTSIGN FACE 2 3/8" OUTSIDE DIA GALVANIZED PIPE WITH TOP CAP NOTES: 1. SIGN POST TO BE SHIMMED TO VERTICAL. MOUNTING BRACKETS WITH TAMPER RESISTANT SIGN BOLTS TOP OF SLAB OR CURB GALVANIZED BASE PLATE 3/8" X 6" X 0'-6" W/(4) EXPANSION ANCHORS GALV. 1" SQ. X 1/8" WALL STEEL VERTICAL TUBE HANGER (SEE NOTE 2)MOUNTINGHEIGHT2"2"1"1"1"1"1"GALV. STL. ANGLE 3" X 3" X 1/4" WITH (2) "HILTI" "KWIK-BOLT" OR APPROVED EQUAL 3/8" DIA STAINLESS STEEL BOLT AND LOCKNUT, TIGHTEN NUT TO ALLOW SIGN TO SWING FREE SIGN FACE, TYP.3/4"3/4"GALV. 1" SQ. X 1/8" WALL STEEL HORIZONTAL (MIN 2 REQUIRED) GALV. 1" SQ. X 1/8" WALL STEEL HORIZONTAL (MIN 2 REQUIRED) NOTES: 1. HANGER SPACING 3'-0" O.C. MAX. -MIN. (2) HANGERS PER SIGN. 2. OPTIONAL HANGER CONNECTION -3/8" STAINLESS STEEL CLEVIS PIN WITH HAIRPIN COTTER. 3. MAX SIGN CANTILEVER 1'-0". 4. USE NEOPRENE OR VINYL WASHERS BETWEEN DISSIMILAR METAL SURFACES IN AREAS SUBJECT TO CORROSION. 5. SEE DETAIL FOR MOUNTING LOCATION IN RELATIONSHIP TO P/T BEAMS/GIRDERS. OPTION: 3" L. (MIN) HORIZ. SLEEVE WELDED TO VERT. -PROVIDE (2) S.S. SELF-LOCKING CUP POINT SET SCREWS EACH HORZ., EACH END. ELEVATION A WELDED CONNECTION (ALL AROUND) 1/8" DIA STL. TAMPER PROOF SCREWS @ EACH VERTICAL AND MIDPOINT BETWEEN VERTICALS A /4 AG701 NOTES: 1. SIGNS ARE DESIGNED TO SWING, MOUNT SIGNS FOR MAXIMUM VIEWING ANGLE BUT DO NOT ALLOW SIGN TO SWING INTO P/T BEAM/GIRDERS OR OTHER OBSTRUCTIONS. TRAFFIC FLOW MIN 1'-0" SIGN FACE SEE DETAIL FOR MOUNTING MOUNTINGHEIGHTP/T BEAM/GIRDER P/T SLAB /3 AG701MOUNTINGHEIGHTSIGN FACE 2 3/8" OUTSIDE DIA GALVANIZED PIPE. NOTES: 1. SIGN POST TO BE VERTICAL. 2. LOCATE REINFORCEMENT PRIOR TO INSTALLATION OF BENT PLATE BRACKETS. MOUNTING BRACKETS WITH TAMPER RESISTANT SIGN BOLTS. CONCRETE BUMBER WALL OR UPTURNED BEAM1'-0"6"4"TOP CAP PLATE BOTTOM CAP PLATE SECTION A 1/2" DIA STANLESS STEEL KWIK BOLT OR APPROVED EQUAL SET SCREW GALVANIZED BENT PLATE 1 1/2" WIDE X 3/16" THICK A © 2021 Lake|Flato Architects, Inc. 3 1 1 T H I R D S T R E E T S A N A N T O N I O, T E X A S 7 8 2 0 5 P 2 1 0. 2 2 7. 3 3 3 5 F 2 1 0. 2 2 4. 9 5 1 5 w w w . l a k e f l a t o . c o m SET ISSUE DATES DATE ISSUE PROJ. ARCHITECT DRAWN BY: L|F PROJ. NO. OWNER: NEST PARTNERS 3131 SENTINEL DRIVE BOZEMAN, MT 59715 04/22/22 100% DESIGN DEVELOPMENT THIS SQUARE APEARS 1/2"x1/2" ON FULL SIZE SHEETS CIVIL: TD&H ENGINEERING 234 E. BABCOCK, SUITE 3 BOZEMAN, MT 59715 LANDSCAPE: DESIGN 5 111 N. TRACY ST. BOZEMAN, MT 59715 STRUCTURAL: IMEG 108 WEST BABCOCK ST BOZEMAN, MT 59715 MEP: ENERGY1 2042 STADIUM DRIVE, SUITE 2 BOZEMAN, MT 59715 GARAGE: WALKER CONSULTANTS 10375 PARK MEADOWS DRIVE, SUITE 425 LONE TREE, CO 80124 10375 Park Meadows Drive, Suite 425 Lone Tree CO 80124 303.694.6622 Ph www.walkerconsultants.com Autodesk Docs://Nest Bozeman/23-8015-01-Nest_Bozeman-Struct-R22.rvt5/4/2022 8:50:34 AM SIGN MOUNTING DETAILS AG701 100% DESIGN DEVELOPMENT 04/22/22 21043 Author NEST BOZEMAN 801 N. Wallace Ave Bozeman, MT 1" = 1'-0"1 SIGN MOUNTING - SPANDREL FACE 3/4" = 1'-0"2 SIGN MOUNTING - UNDER BEAM 3/4" = 1'-0"5 SIGN MOUNTING - WALL FLUSH 12" = 1'-0"6 SIGN MOUNTING - WALL FLUSH SECTION ELEVATION 1 1/2" = 1'-0"7 SIGN MOUNTING - POST BASE PLATE 1 1/2" = 1'-0"3 SIGN MOUNTING DETAIL - HANGING 3/4" = 1'-0"4 SIGN MOUNTING DETAIL - HANGING 1 1/2" = 1'-0"8 SIGN DETAIL MOUNT - POST BUMPER WALL REVISIONS NO.DATE DESCRIPTION