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R <br /> ANCHOR (SEE NOTE 4) <br /> DUCT <br /> STRAP <br /> ° 0 O <br /> 0 <br /> WELD, BOLT OR No.8 <br /> SECOND FLOOR SCREW MIN. FOR FASTENER HANGER <br /> ANCHOR (SEE NOTE 4) <br /> WALL <br /> TYPICAL SIZING <br /> 13'-3" CEILING DUCT SIZE ANGLE <br /> 36"x18" 1"xl"x1/8" <br /> 120 DUST 48"x30" 1-1/4"x1-1/4"x1/8" <br /> 0 <br /> NOTES: <br /> 1. BRACKETS ARE SIZED FOR 12 FT OF DUCT MAX. <br /> 2. LOCATE DUCTS AGAINST WALL OR MAX. <br /> DUST COLLECTOR OF 2" AWAY FROM WALL <br /> 3. EACH WALL ANCHOR SHALL SATISFY THE FOLLOWING: <br /> A. TENSILE LOAD = 3/8 X DUCT WEIGHT; <br /> / SAFETY FACTOR OF 4 <br /> ANCHOR (SEE NOTE 4)J B. SHEAR LOAD = 1/2 X DUCT WEIGHT; <br /> SAFETY FACTOR OF 4 <br /> 4. SECURE WITH APPROVED ANCHORS <br /> A X—EQUIP PAD TO MATCH EXISTING WALL CONSTRUCTION <br /> FIRST FLOOR <br /> DUCT SUPPORT FROM WALL <br /> SCALE: NONE UGM10, UGM11, UGM15, UGM16 M565 <br /> UGM18, UGM21, UGM23, UGM21 -, <br /> UGM28, 1 M26, 1 M28, 1 M29, 2M29, <br /> SECTION q RMF29 <br /> SCALE: 1/4" = 1'-0" 1M26 M565 <br /> GENERAL NOTES <br /> 3 1. CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF <br /> f'c=3000 PSI MIN AT 28 DAYS STRAP OR ANGLE ROD <br /> HANGER <br /> #4 @ 12" E.W. STRAPS SIZE BOLTS <br /> ASTM A615, GR. 60 60"MAX FOR LOAD <br /> @ MIDHEIGHT 6„ <br /> ANCHORS MIN <br /> 6" MINIMUM 3/4"CHAMFER <br /> ALL EDGES SCREWS <br /> FIN. FLR."J <br /> 4" 1" MIN. <br /> DRILL 9/16" HOLES, 24O.C. MIN BAND OF SAME SIZE HANGER STRAP <br /> @ PERIMETER AND IN AS HANGER STRAP FLAT WASHER STRAP <br /> #4 REBAR 3" INTO EXIST. ROUGHEN SURFACE AND <br /> SLAB AND 1" MIN. APPLY BONDING AGENT 3/8" BOLT <br /> 13'-3" CEILING FROM TOP OF PAD. (LARSEN WELDCRETE OR <br /> APPROVED EQUAL) Ob I HANGER RODS <br /> 124 DUST A B t ANCHORS 36" DIA MAX 24" DIA MAX <br /> 38" 36" 6" HANGER RODS <br /> OR STRAPS <br /> FIXTURE CLIPS <br /> SECTION FIXTURE CLIPS <br /> SCALE: NONE M565 <br /> A PUSH NUTS <br /> A ANGLES <br /> EQUIPMENT ° BAND HEX NUTS <br /> HOUSEKEEPING A m NOTES: ALTERNATE LOCATION <br /> PAD M`65 1. REINFORCEMENT MAY BE USED FOR ATTACHMENT (VERIFY UPPER <br /> IF IT QUALIFIES FOR BOTH DUTIES TRAPEZE LOAD CAPACITY) <br /> 2. DO NOT EXCEED ALLOWABLE LOAD LIMITS <br /> SECTION B <br /> SCALE: 1/4° _ ,'-o" 1M26 M565 DETAIL LOWER HANGER ATTACHMENTS <br /> SCALE: NONE 1M26 M565 SCALE: NONE UGM10, UGM11, UGM15, UGM16, M565 <br /> UGM18, UGM21, UGM23, UGM2 , <br /> A=IEniliates RMF29 iM26, 1M28, 1M29, 2M29, <br /> g ISSUED FOR CONSTRUCTION <br /> AlfiW d Egia—Inc. <br /> 58D2 Research Park Boulevard <br /> PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK ei808238.2616sm5a"g DESIGN BY_E DATE 02.21.24 <br /> WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Proiea#: <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o <br /> ORIG 787 FA RECORD SET 555886 WH C. LARSON 06.22.07 ACCEPTABILITY R.ANDERSON 022L24 HVAC DETAILS AND SECTIONS <br /> �"a°sH'-ay THIS DESIGN AND/OR W8861360 02.21.24 <br /> m epP " o,'" SPECIFICATION IS APPROVED PH ROEDL 02.2L24 SriEET o <br /> A 737 NORTH LINE-40-26 TOWER RELOCATIONS DP 26.02 W8861360 AEI B. FRIEDMAN 02,21.24 BOE/A/G® APPROVED BY DEPT. DATE TITLE 737 NORTH LINE - 40-26 TOWER RELOCATIONS DP 26.02 M 565 <br /> CHECKED <br /> "trip„pL � APPROVED BUILDING 40-026 JOB NO. COMP NO. <br /> oziziizoz4 B. FRIEDMAN 02.21.24 <br /> APPRoveD MECHANICAL MASTER EVERETT, WA DWG No. 40-026-M565 <br />