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R <br /> ANCHOR (SEE NOTE 4) <br /> DUCT <br /> STRAP <br /> ° o O <br /> 0 <br /> 111XA1*�XoSECOND FL R WELD, SIT OR <br /> NFASTENER <br /> HANGER <br /> P <br /> ANCHOR (SEE NOTE 4) <br /> WALL <br /> TYPICAL SIZING <br /> F DUCT SIZE ANGLE <br /> 1 36"x18 1"x1"x1/8" <br /> - - - - ' <br /> 48"x30" 1-1/4"x1-1/4"xi/8" <br /> 0 <br /> NOTES: <br /> A 1. BRACKETS ARE SIZED FOR 12 FT OF DUCT MAX. <br /> 2. LOCATE DUCTS AGAINST WALL OR MAX. <br /> 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 4 <br /> B. SHEAR LOAD FACTOR 01/2 X DUCT WEIGHT; <br /> ANCHOR (SEE NOTE 4) SAFETY FACTOR OF 4 <br /> 4. SECURE WITH APPROVED ANCHORS <br /> A 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, UGM2 , <br /> UGM28, 1 M26, 1 M28, 1 M29, 2M29, <br /> SECTION RMF29 <br /> SCALE: 1/4" = 1'-0" iM26 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. <br /> STRAPS <br /> 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. <br /> 4" H MIN. <br /> DRILL 9/16" HOLES, 24"O.C. I MIN BAND OF SAME SIZE HANGER STRAP <br /> @ PERIMETER AND INSTALL STRAP <br /> #4 REBAR 3" INTO EXIST. ROUGHEN SURFACE AND AS HANGER STRAP FLAT WASHER <br /> SLAB AND 1" MIN. APPLY BONDING AGENT 3/8" BOLT <br /> FROM TOP OF PAD. (LARSEN WELDCRETE OR <br /> 4 APPROVED EQUAL) <br /> HANGER RODS <br /> �J A B t ANCHORS 36" DIA MAX 24" DIA MAX <br /> 38" 36" 6" HANGER RODS <br /> OR STRAPS <br /> / FIXTURE CLIPS <br /> SECTION A FIXTURE CLIPS <br /> / SCALE: NONE 56 <br /> A PUSH NUTS <br /> A ANGLES <br /> EQUIPMENT ° BAND HEX NUTS <br /> HOUSEKEEPING A ALTERNATE LOCATION <br /> PAD 56 m NOTES: (VERIFY UPPER <br /> 1. REINFORCEMENT MAY BE USED FOR ATTACHMENT TRAPEZE LOAD CAPACITY) <br /> ° IF IT QUALIFIES FOR BOTH DUTIES <br /> 2. DO NOT EXCEED ALLOWABLE LOAD LIMITS <br /> sAE4"T/ 0" 1M2BM565 DETAIL LOWER HANGER ATTACHMENTS <br /> SCALE: NONE 1M26 M565 SCALE: NONE UGM10, UGM11, UGM15, UGM16, M565 <br /> REMOVAL RMF29 UGM21 UGM23, UGM2 <br /> �I Affiliated <br /> inee�rs RMF29' 1 M26, 1 M28, 1 M29, 2M29, <br /> s ISSUED FOR CONSTRUCTION <br /> Aff llaee0 En,ee Inc. <br /> 5802 Research Park Boulevard <br /> PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK el oei82616M53"B DESIGN BY AEI _ DATE 02.21.24 <br /> WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED p.j.n: <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY R.ANOERsoN oz.2l.za DRAWN DATE SUBTITLE CURRENT REVISIOw8s61360 A 02.21.24 <br /> N SYMBOL DATE <br /> ORIG 787 FA RECORD SET 555886 WH C. CARBON 06.22.07 fi a. THIS DESIGN AND/OR HVAC DETAILS AND SECTIONS-REMOVAL of"'^sN,�y SPECIFICATION IS APPROVED P. ROEDL 02.21.24 snEEr o <br /> A 737 NORTH LINE-40-26 TOWER RELOCATIONS DP 26.02 W8861360 AEI B. FRIEDMAN 02.21.24 BOE//VG® m~� z APPROVED BY DEPT, DATE TITLE 737 NORTH LINE — 40-26 TOWER RELOCATIONS DP 26.02 M565R \ <br /> NECKED <br /> APPROVED 1 ::# <br /> BUILDING 40-026 <br /> ,oN^i JOB N0. COMP N0. <br /> B. FRIEDMAN 02.21.24 <br /> azi==i:az< APPROVED MECHANICAL MASTER EVERETT, WA DWG NO. 40-026-M565R <br />