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FLASHING, CAULK AND SEAL <br />SPACE AROUND PIPE22 GAUGE REMOVABLE TOP COVER <br />1 1/2" LINER <br />WITH NEOPRENE <br />2" <br />ROOFING <br />#10 SHEET METAL SCREWS <br />ROOFING <br />BLOCKING 10" MIN.6"PITCHED 18GA <br />WELDED CURB <br />1/4"X3" SIMPSON SDS <br />4" FROM EACH END <br />36" O.C. MAX <br />2 PER SIDE MIN. 3" MIN. SECURE RAIL W/ 1/2" DIA LAG SCREW <br />AT EACH 4x6 BLOCK. LAG SCREW <br />SPACING @ 24" O.C. AND MIN. (2) PER <br />SIDE <br />4x6 BLOCKING @ 2'-0" <br />O.C. MIN (2) PER RAIL <br />SIMPSON <br />HU46 EA <br />END OF <br />BLOCK <br />ROOF FRAMING <br />PER <br />STRUCTURAL <br />RIGID INSULATION <br />SINGLE PLY ROOFING <br />SYSTEM <br />3/4" PLYWD PLATFORM W/ 8d <br />@ 6"O.C. TO 6x RAILS <br />SELF-ADHERED FLASHING <br />(SAF) <br />24 GA. G.S.M. FLASHING CAP; <br />SOLDER ALL JOINTS <br />WATERTIGHT, SECURE TO <br />RAILS W/ GASKETED <br />SCREWS, MIN (2) PER SIDE <br />AND @ 24" O.C., TYP <br />6x RAILS MIN 6" HIGH, <br />SHAPE TO LEVEL <br />UNIT ALL SIDES W/ <br />SIMPSON A33 AT <br />CORNERS <br />SYSTEM C.U. AND <br />OUTDOOR SPLIT <br />SECURE EACH LEG TO CURB WITH <br />1/2" DIA. x 4" LAG BOLT, TYP. FOR 4. <br />H.P. UNIT. <br />4" x 4" BLOCKING <br />3" x 3" x 18 GA. CLIP SECURED <br />TO STUDS WITH (2) - 1/4" DIA. x <br />1-1/2" LAG BOLTS <br />SECURE CLIP TO <br />BLOCKING WITH (2) - <br />1/4" DIA. x 1-1/2" LAG BOLTS. <br />WOOD STUD WALL <br />MOUNTING BRACKET <br />(BY UNIT MFR.) <br />3/8" DIA. x 2" LAG BOLT, <br />TYPICAL FOR 8. <br />(2) - 1-1/2"x 1-1/2"x 3/16"x 2" WIDE ANGLES, <br />SECURE TO UNIT WITH #14 x 3/4" S.M. SCREWS & <br />TO WALL STUD WITH 3/8" DIA. x 2" LAG BOLTS. <br />SECURE ANGLES AS CLOSE TO QUARTER POINTS <br />OF UNIT AS EXISTING STUDS WILL ALLOW. <br />3/8" DIA. HANGER <br />"B-LINE" PIPE <br />CLAMP, TYP. <br />REQUIRED, SECURE TO <br />ROD W/ DOUBLE NUTS <br />"B-LINE" CHANNEL, LENGTH AS <br />REFRIGERANT PIPES, TYP. <br />3/16"x 2-1/2" BENT PLATE CLIP. <br />1 <br />1 MAX. <br />U-BOLT CLIPS <br />LOOP ON CABLE OVER WIRE <br />ROPE THIMBLE, SECURE <br />1/2" DIA. PIN SHACKLE TO CLIP <br />1/8" DIA. STEEL CABLE SWAY <br />BRACE (SPLAYED AT 45 DEGREES) <br />SPACED AT 48" MAX O.C. <br />CONTROLS <br />CONDUIT. <br />ROD. <br />ROD STIFFENER IF > 18", <br />SEE 5/M5.2 <br />FOR UPPER ATTACHMENT <br />TO STRUCTURE, SEE <br />6/M5.1 (TYP) <br />CASING <br />SUSPENDED UNIT <br />ATR <br />Size <br />Max. Rod Length <br />Without Rod <br />Stiffener <br />(635.0) <br />(482.6) <br />(1092.2) <br />(939.8) <br />(787.4) <br />In. <br />3/8"-16 <br />1/2"-13 <br />3/4"-10 <br />7/8"-9 <br />5/8"-11 <br />43" <br />37" <br />31" <br />25" <br />19" <br />(mm) <br />Note: Minimum of (2)-SC228 orSC-UB are required per rod. <br />ROD STIFFENER CHART <br />"B-LINE" B22 <br />CHANNEL ROD <br />STIFFENER <br />ALL THREAD <br />ROD <br />MAX. DISTANCE <br />FROM TOP OF <br />HANGER ROD TO <br />FIRST BOLT OF <br />CHANNEL ROD <br />STIFFENER IS 6" <br />EQUAL SPACING <br />MAX. DISTANCE <br />FROM TOP OF <br />HANGER OR <br />TRAPEZE TO THE <br />FIRST BOLT OF <br />CHANNEL ROD <br />STIFFENER IS 6" <br />"B-LINE" B22 CHANNEL <br />ROD STIFFENER WITH <br />SC228 ASSEMBLIES <br />ALL THREAD <br />ROD <br />(FOR 3/4" & 7/8" ROD USE SC-UB) <br />PRE-APPROVAL No. OPA-300. <br />RESTRAINTS SYSTEM, OSHPD <br />DETAIL FROM "B-LINE" SEISMIC <br />COORDINATE WITH <br />STRUCTURAL <br />DETAIL 3/S4.1 <br />COORDINATE ROUTING OF ROOF MOUNTED PIPING <br />AND CONDUITS TO ROUTE ON SAME SUPPORT. <br />'B-LINE' B22 CHANNEL <br />SECURE TO NAILER <br /> W/2-" SCREWS, MIN <br /> 1" PENETRATION. <br />'B-LINE' B-2000 SERIES <br />PIPE CLAMP <br />RIGID PIPE SUPPORT <br />NOTES: <br />DETAIL IS AN <br />ANCHOR SUPPORT, <br />1. <br />SEE ROOF PLANS <br />FOR LOCATIONS. <br />AT ALL CHANGES IN DIRECTION AND <br />AT 6'-0" MAX SPACING, MIN. 2 PER RUN. <br />STEEL PIPE, <br />NOMINAL <br />SIZE OF PIPE <br />(IN.) <br />SPACING OF <br />SUPPORTS <br />(FT.) <br />NOMINAL <br />SIZE OF <br />TUBING <br />(IN. O.D.) <br />SPACING OF <br />SUPPORTS <br />(FT.) <br />SMOOTH-WALL <br />1/2 6 1/2 4 <br />3/4 OR 1 8 5/8 OR 3/4 6 <br />1 1/4 OR LARGER (HORZ.) 10 7/8 OR 1 (HORZ.) 8 <br />1 1/4 OR LARGER (VERT.) 1 OR LAGER (VERT.)EVERY FLOOR <br />LEVEL <br />EVERY FLOOR <br />LEVEL <br />ROOF DECK <br />JOIST OR 4X6 BLOCKING <br />W/A34 EA. END EACH END. <br />SIMPSON A34 EA. END <br />OF 4X6 <br />JOIST (SEE PLAN) <br />"A - A" VIEW <br />4x4 BLOCKING <br />SHEETSOF730 Howe Avenue, Suite 450Sacramento, CA 95825Phone: 916.921.2112Fax: 916.921.2212KITCHEN RENOVATIONJOE SERNA SCHOOLSHEET NO. <br />CONSULTANT <br />UPDATED <br />CADFILE <br />CHECKED <br />DRAWN <br />SCALE <br />PROJECT NO. <br />DATE <br />REVISIONS BY <br />19-32-050 <br />RL <br />TD <br />AS NOTED <br />L:\2019\191009.00\1200 Drawings\1205 AutoCAD Project Files\M5.1.dwg - April 10, 2020 01:38 PM - Richard Lingo04/10/2020 <br />FILE NO. 39-50 APP NO. 02-118041 <br />M5.1 MECHANICALDETAILS