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NOTE:REINFORCE(E)OWSJ REVISIONS JOISTS PER DTL., S3.1-7 & S3.1-8 . SUPPORT STRUCTURE, L4x4x1/4x16"LONG W/ RE: S3.3-2 (2)5/8"0 HILTI HY270 EPDXY BOLTS W/5" UNISTRUT SPF 400 \i EMBED INTO SOLID TOP&BOT. SEE ALTERNATE DETAIL (E)ROOF DECK, PL.3/16"x3"x3",TYP. (E)ROOF DECK, L2x2x3/16 DIAGONAL GROUTED CMU P1000 BETWEEN OWSJ JOISTS 3/16"0 AIRCRAFT CABLE FOR ATTACHMENT AT RE:PLAN RE:PLAN 'X'BRACING,TWO SIDES. TRANSVERSE AND LONGITUDINAL CMU WALL WELD AT CONTACT POINTS, (E)OWSJ JOIST, A �� -�� TYP. RE:PLAN P1000 ROD STIFFENER AT P2398 CLAMP W/ o BRACE LOCATIONS ONLY 1/2 0 ALL 2 Tom' RETAINER STRAP THREAD ROD MIN.CLEARANCE PER TRANSFORMER UNISTRUT SPF 400 P1354A 1/2"0 BOLT MFR. 2 TOP&BOT. hY,p P1000 STRUT PL 3/16'0"0", 1 i� 3/16"0 AIRCRAFT CABLE UNISTRUT&BRACING NOTES: T�� / TRANSVERSE AND LONGITUDINAL -USE STANDARD 1/2"BOLT AND SPRING-NUT COMBINATIONS FOR UNISTRUT HARDWARE ATTACHMENTS. L4x4x1/4x REQ D.W/5/8 O HILTI 1 1 HY270 EPDXY BOLTS W/5 -USE STANDARD HEXAGONAL NUTS FOR ALL CONNECTIONS \ EMBED INTO SOLID GROUTED (E)OWSJ JOIST, TO ALL-THREAD OR STANDARD BOLTS. �'PLAN -USE DOUBLE NUTS AT ALL SUSTAINED TENSION/HANGING �-�� 7 I III II I II / CONNECTIONS. � III -USE STANDARD CUT WASHERS AT ALL CONNECTIONS U.N.O. \I III L3-1/2x3-1/2x1/4 3" 1 311 ARCH.PROJECT NO. L3-1/2x3-1/2x1/4 III TYP. TYP. TO HANG ROD 2 TO HANG ROD ALT.ATTACHMENT AT CMU / 2 I�os UNIT ATTACH 2004 1/2"ROD TYP.W/ UNISTRUT P1001 TO UNISTRUT PER MFR 1/2"O ROD TYP.W/ TRANSFORMER F �� DRAWN DOUBLE NUTS TYP. L I� LL2x2x3/16 DIAGONAL DOUBLE NUTS TYP. kT FOOTPRINT (4)5/8"0 HOLE 1/2"O ALL RECOMMENDATIONS I DUCT PER PLAN 2"X 16GA.METAL BAND A _ __ X-BRACING,TWO SIDES. _ - FOR ROD THREAD ROD TJN/FJR I I 1 IL T r———————- CHECKED WELD AT CONTACT POINTS, NOTCH LEGS OF BRACE ° TRANSFORMER PER ELECTRICAL DRAWINGS. TYP- AS REQD.AT CONNECTIONS L3 1/2x3 1/2x1/4 --i -- -----TL------- -- -- UNISTRUT SPF 400 EL ANGLES PER MFR'S L3-1/2x 3-1/2x1/4 &WELD AT CONTACT L3-1/2x3-1/2x1/4 -- -- ----- i------- -- -- DNS FRAME TO FIT UNIT TOP&BOT. SUBMITTAL DATES FRAME,TO FIT UNIT 1 -- i--- REQUIREMENTS.PROVIDE FRAME,TO FIT UNIT POINTS,TYP. I ----- ------- -- - -i i-------------------------i i- INSULATION PADS. SECTION A-A OPTIONAL BRACE o ORIENTATION TO ALLOW FOR PANEL ACCESS UNISTRUT P1000,(2)MIN 1 1/2"0 ALL 1/2"0 BOLT P1354A AT EA.HEOS UNIT NOTE: 1 YP THREAD ROD HEOS UNIT SUPPORT OTB DATE VERIFY LOCATIONS,SIZES,ETC.WITH ELECTRICAL DRAWINGS. DO NOT P1000 STRUT 1/2"0 ALL BLOCK ACCESS PANEL WITH BRACING,BRACING CAN BE ANGLED AWAY THREAD ROD iv FROM UNIT RATHER THAN CROSSING UNIT AS REQUIRED TO ALLOW FOR 3/16"0 AIRCRAFT CABLE PANEL ACCESS. ° ° T1,p TRANSVERSE AND LONGITUDINAL PLAN VIEW NOTE: BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) : 1 (HORIZ.) �M� V N pq V W o g N b TRANSFORMER SUPPORT SUPPORT ATTACHMENTS CABLE BRACE FOR ROUND DUCT SUPPORT Q°° z 1 I„ — i'-o.. 2 1„ — i'-o.. 4 1„ — i'-0" �o a �'��o W o a WH � ¢Q � w lu � UCaz z zww qq U Zpa � u ��Ozo q x �^c70Ub p a �� °�� © z z ��E e w{ � o al� U ' iQU � O P UV xv www Q n x UwozwV��Oy� C/� W w �QogG aw ¢ F F Z0. ¢�go�; Q SUPPORT STRUCTURE, o o z o o > Q� SUPPORT STRUCTURE, RE:53.3-2 w w o U U SUPPORT STRUCTURE RE:S33-2 �F, w V o w F.o Q' W w (� F" TOP CHORD OF OWSJ, o x w w RE:S33-2 Q � � ° az FE o °" cn RE:PLAN �� ' P1000 ROD STIFFENER AT 1/2"0 ALL UNISTRUT SPF 400 ROD COUPLING 3aw� a�iHZ BRACE LOCATIONS ONLY THREAD ROD TOP&BOT. ROD COUPLING 1-1/4"SWAY BRACE TOLCO FIGURE 825 BAR cn P2486 SEISMIC PIPING(TYPICAL) JOIST CLAMP REQUIRED P2486 SEISMIC CLEARANCES ROD CLAMP UT P1354A REQUIRED �� ROD CLAMP TOP& SWIVEL SWAY BRACE 00 1 TOP BOT. CLEARANCES RISER MAIN(TYPICAL) (2)FAST CLAMPS POSITION AS CLOSE 1 N 1/2"0 THREADED ROD AS POSSIBLE TO PIPE. IF 2 1/2"0 THREADED ROD (TOLCO FIG. 1000) x (TOLCO FIG.907) i 1 3/16"0 AIRCRAFT CABLE P1000 ROD STIFFENER AT P1000 ROD STIFFENER AT SWIVEL SWAY BRACE O ' LONGITUDINAL/TRANSVERSE BRACE LOCATIONS ONLY O Q BRACE LOCATIONS ONLY (TOLCO FIG.910) (� 1-1/4 SCH 40 SWAY � c� I 1 SCBH OPTIONAL77 BRACE PIPING O � 1 00 M \ O P1000 LAT./TRANS. ATTACHEMENT DETAIL 1/2" 1 DUCT No. 10 SELF-TAPPING a Q O o� FEEDMAIN OR ~ � DUCT �� (MIN•) SHEET METAL SCREWS. . . ° BRANCHLINE, BRACE 1/20 BOLT,TYP. No. SELF-TAPPING oo° d _ • W �' \ UNISTRUT SPF200 MAXIMUM 12 INOC ■ � \ o �"• o CROSSMAIN 10 � � SHEET METAL SCREWS 3�� &BOT.TRAPEZE SUPPORT z W L2 1/2x2 1/2x 3/16 OR P1000 TOP Z �, / MAXIMUM 12 IN.O.C. a � C/) L2 1/2x2 1/2x 3/16 OR P1000 TOP &BOT.TRAPEZE SUPPORT DUCT PER PLAN 2"X 16GA.METAL BAND O UNISTRUT SPF 400E: v * a O Q 5/8 0 HILTI HY70 EPDXY BOLTS W/5 MIN.EMBED INTO JL iv ® ® ® ® ® ® SOLID GROUTED CELLS a FAST CLAMP NOTE: BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) : 1 (HORIZ.) CMU WALL,RE:PLAN (TOLCO FIG. 1000)O SWIVEL SWAY ATTACHMENT (TOLCO FIG.980) NOTE: BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) : 1 (HORIZ.) NOTE: NOTE: BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) : 1 (HORIZ.) FOR 4"AND SMALLER MAINS ONLY. ,x C-77107 8"AND 6"MAINS UTILIZE BRACES AS SHOWN ON DETAILS 10 AND 11. RIGID BRACE FOR ROUND DUCT SUPPORT CABLE BRACE FOR RECTANGULAR DUCT RIGID BRACE FOR RECTANGULAR DUCT VERTICAL PIPE SWAY BRACE 4—WAY PIPE BRACING 9 crvit 2o2o 1/2" 1'-0" 9 1" — 1'-0" v NOTE:PROVIDE MIN.OF(2)ANCHORS TOTAL PER CASE LOCATED AT OPPOSITE CORNERS ACROSS DIAGONAL TOP CHORD OF OWSJ JOIST,RE:PLAN TOLCO FIGURE 825 BAR TOP CHORD OF OWSJ, P2398 CLAMP W/ JOIST CLAMP RE:PLAN RETAINER STRAP SWAY BRACE ATTACHMENT TOLCO FIGURE 825 BAR ALL-THREAD ROD,SIZED O (TOLCO FIG.980) JOIST CLAMP PER NFPA#13 O O O ADJUSTABLE RING P2398 CLAMP W/ m O 1-1/4"SCH 40 SWAY oo° HANGER(TYPICAL) RETAINER STRAP O BRACE PIPING BRACE oo° ATTACHMENT ALL-THREAD ROD, SWAY • SIZED PER NFPA#13 O (TOLCO FIG.980) SWIVEL SWAY BRACE (TOLCO FIG.910) ADJUSTABLE RING 1-1/4"SCH 40 SWAY HANGER(TYPICAL) 1�� L3x3x1/4"x3" I�"1 BRACE PIPING FEEDMAIN SWIVEL SWAY BRACE TRAPEZE PIPE,SIZED 112" n BRANCHLINE, O OR CROSSMAIN (TOLCO FIG.910) PER NFPA#13 PIPE CLAMP FOR SWAY PIPE CLAMP BRACING(TOLCO FIG.4L) � 7/16 0 HOLE CASE T� V1 OWSJ JOIST, (3)#12 SELF-TAPPING O (TOLCO FIG.4L) BRANCHLINE,FEEDMAIN RE:PLAN BRANCHLINE, SCREWS O OR CROSSMAIN FEEDMAIN 1 3/8"BOLT TZ HILTIL 1 0 BRANCHLINE,FEEDMAIN OR CROSSMAIN � �; O v OR CROSSMAIN � � 11� KWIK BOL EXPANSION SEISMIC VIBRATION ISOLATOR Q O 11��'' 1�ti BOLT W/3 1/16PER MFR. OWSJ JOIST, " RE:PLAN 112, 1" MIN.EMBED V1 (4) 1/2"0 TITEN HD SCREWS W/2 1/2"EMBED MIN. ° d ad d ' TRANSVERSE PIPE BRACING LONGITUDINAL PIPE BRACING ^/ PIPE TRAPEZE HANGER PIPE TOP CHORD HANGER CASE ANCHORAGE MEP EQUIPMENT ANCHORAGE 10 111 — 1'-011 1 1 1 it — 1'-011 1 L.� 1 i — 1'-011 1 111 — 1'-011 1[/�1 311 — 1'-011 16 1 1/2" — 1'-011 #12 SCREW AT EA. UNISTRUT P 1000 STUD(3)MIN. 777 SHEET TITLE 2"WIDE,24 GUAGE STEEL STRAP.LOCATE WITHIN / THE UPPER AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSION.THE LOWER STRAP LOCATED TO SUPPORT DETAILS MAINTAIN A MIN.DISTANCE OF 4 INCHES ABOVE THE CONTROLS. BOLT TO STRUCTURE,SECURE TO FRAMING W/#12 SCREW AT EA. STUD(3)MIN. a d i a ° - c _ e_ SHEET Q N N WATER HEATER SUPPORT S3 ,03 N7 1" = 1'-011 0 N