WORK PLANS - Laserfiche WebLink

Home Browse Search

TYPICAL PIPE HANGERS HANGER ROD,ATTACH MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET TO STRUCTURE NOM. THRU 1 11/4 11/2 2 21/2 3 4 SIZE 1" ADD SEISMIC BRACING PIPE 7 FT 7 7 9 10 11 12 14 AS REQUIRED TUBING 5 FT 6 7 8 8 9 10 12 ©2017 STARBUCKS COFFEE COMPANY NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. STARBUCKS COFFEE ` 1/2" DIA. HANGER RODS COMPANY / WITH 36 MAX. SPACING / 2401 UTAH AVENUE SOUTH ON EACH CHANNEL SEATTLE, WASHINGTON 98134 (206)318-1575 ADJUSTABLE CLEVIS HANGER TYPE 1 IN SPECIFICATIONS THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN 1 1/2" 12 GAGE THIS WORK. THEY SHALL NOT BE CHANNEL OR 2"x2"x1/2" REPRODUCED(IN WHOLE OR IN PART), SHARED 1" MAX. ANGLE WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS SIDE VIEW TRAPEZE HANGER FOR UP PROJECT WITHOUT THE PRIOR WRITTEN TO 1000 LB. UNIFORM LOAD CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS &Tical Pipe Han er Detail SUBJECT TO CHANGE AT ANYTIME)AND DO ,c.le NOT REFLECT ACTUAL SITE CONDITIONS. . N.T.S. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. ARCHITECT OF RECORD mcg architecture 4 C> = � ;v • C_, c � o R N UZ U c ANCHOR BOLT, FLOOR N PIPE BOLT TO ANGLE ANCHOR BOLTS TYP. ANGLE BRACE 111 Pacifica,Suite 280,Irvine,CA 92618 SIZE ANGLE CLIP ** OR INSERTS ANGLE CLIP(DOUBLE), ORIENT P:949.553.1117 F:949.474.7056 LONGITUDINAL TO DECK SPAN. FIELD DRILL 2" 2"x2" 16 GA. 1/2" 3"x3"x1/2"x1'-4" 1/2 HOLES IN ANGLE CLIP FOR *** ANGLE BRACE ANCHOR BOLTS TO SET IN ACIES ��OFESS/ 3,4 2x2 16 GA. 1/2 3x3 x1/2 x1 -4 1/2 SLOPE 1/1I DECK TROUGH .,�o� F c:: �c. N G.R y 5, 6 2.5"x2.5" 16 GA. 1/2" 5"x3"x1/2"x1'-4" 1/2 ENGINEERING BRACE HANGER RODS 337101cott Street 9 z 8 3"x3" 12 GA. 1/2" 2-5x3x1/2x1'-4" 2 OVER T-0"LONG WITH Santa Clara,CA 95054 : w No. 4 ;0 TRANSVERSE 2"x2"x1/2"VERTICAL 408 522-5255 ph:( ) i aF 10 3"x3" 12 GA. 1" 2-5x3x1/2"x1'-4" 2 ANGLE BRACEf fin ANGLE BRACE WELD 1" fx:(408)522-5260 sT QFCGp��Q:• AT 24"SPACING info@acies.net HAND Copyright©2019 pF•E.. 0 . 2"x 2"x12 GA. CHANNEL MAY BE USED BOLT WITH CUT WASHER ** BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTITUTED FOR LONGITUDINAL ANGLE CLIP TO FACILITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF 12 GA. CLIP ANCHOR BOLTS TO THAT SHOWN. PIPE SLEEVE *** PROVIDE MINIMUM EMBEDMENT OF 1 1/2"ABOVE TOP OF METAL DECK FOR ALL 0(3� OVER BOLT ANCHOR BOLTS. W I— iE r*__ W C'7 2 Seismic BracingFor Pie W o LO Scale. N.T.S. O w z U °6 o Q zz azU ACCESS COVER w 18 GAUGE ROUND W O W w NOTE: GALVANIZED STEEL z INDIRECT DRAIN TERMINATION OF WASTE PIPING 0 0 C ) Q ABOVE FLOOR SINK'S FLOOD RIM SHALL BE WITH AT w Z) w C CN LEAST 1"AIR GAP. THE INDIRECT WASTE LINES MUST BE OF RIGID STRUCTURE. STORE #: 11830 PROJECT #: 37913-049 PROFILE TYPE: CORE ISSUE DATE: PROGRAM MANAGER: M.DREBIKA CABINET STORE DESIGNER: T.MARINIC HALF-GRATE LEED®AP: N/A CLEANOUT TEE I I I CHECKED BY: o THIN SET CERAMIC TILE,TYP. ACIES PROJECT#: 190478 ACIES PROJ. MANAGER: MP l CAULK JOINT ACIES PROJ. SPECIALIST: LL w l FLOOR SINK SET Revision Schedule FLUSH W/TOP FIN. FLR. CLEANOUT PIPE Rev Date By Description CONC. SUBFLOOR NO-HUB CONNECTION FINISHED WALL 3"WASTE TO DRAIN SHEET TITLE: PLUMBING Floor sink Detail Cleanout Detail DETAILS 4 (�)WvallSCALE:AS SHOWN 1/4"= 1'-0"saleN.T.S. scale N.T.S. SHEET NUMBER: FLEXIBLE CONNECTION. P-5001