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Home My WebLink AboutS05.01 Mech Support Framing Planra[v*10] {`MBH � ,mmpe�>nawios p\awuuuarrpry� ``��\AEN d`y4Try•' ER PLATE-'n��Sp-.»"` d p iwpnlONA\u — TANDARD NUT � IANGER NUT, WASHER PLATE 4 SPRING NUT, TYP I ) O_ C&, M ANGLE ANGLE 7 O p N.T.S. T - T-Ow J05T BAR GI SEE DETAIL PI001 J01IN J/ N old X STRUCTURAL NOTES S JOIST REINFORCING M rv5o5.o1 FOR UNISTRUT G2 PRONG ISOLATOR, TYP cl SEE DETAIL f // C2 E 1. OOF80M-80FNOTE OOD-MI11YD{ATU .a MANUFACTURERS B08.a J015T 01 F PI001 ,ny.a O o LL INSTALL PER SPRING ISOLATOR, JOIST P2786 CLAMP , J015T UNISTRUT 08.15.11 08.15.11 TYP (INSTALL PER REINFORCEMENT BY UNISTRUT REINFORCE E SEE DETAIL L/505.01 U U RECOMMENDATION AND MANUFACTURER'S TYPr EA END P2786 CLAMP /�� O SEE DETAIL COORDINATE LOCATION j UNISTRUT. FOR JOIST \/\■V\ * O PLATE I/8'x 3" LONG 9/16'0 HOLE RECOMMENDATION SPRING ISOLATOR, TYP V505.O FOR PER MECHANICAL DWGS) �P, EA END REINFORCEI1ENT (CUT � a p AND COORDINATE TYP. PI000 UNISTRUT, TYP LOCATION PER JOIST AWAY FOR CLARITY) Z 3 n 135'tl5' REINFORCEMENT N Ald HOLE- ROD SIZE G MECHANICAL DWGS) (CUT AWAY FOR Ecc.oi (' + 1/I6" TYP. �,\ LI CLARITY) wvwge wco SPRING NUT Ew.a sEE rnwLE T RI W a 14 15161 LN TO Q) I/4" AIR HANDLING UNIT AIR HANDLING UNIT SEE PLLANROG IXISTNG STEEL AIR H LING UNIT AIR NDLING UNIT LU E C STANDARD NUT\\IMFN SUPPORT SEE PLpgN SEE PLAN3 AN 3" PoR SIZE AND - OTHEN OTTOM LOCATIONL POINT,FNSTALL T14E R2 _ MIC CABLE CONK. HeREADED RODEI OR ING AS 45%15'THIMBLE(INSTALL SNUGI/S05.oL — TIGHT, DO NOT DOUBLE NUT AND w06.a a OVER TIGHTEN) LOCK WASHER, TYP. 18 SCREWS EXIT NUT, WASHER PLATE @ S'dc 4 SPRING NUT, TYP DBL CLAMP NUT, WASHER PLATE _. BAR JOIST L2 II I/Zo(i/Ib LZ I/2x2 1/2z3/I6 SPRING NUT, TYP STANDARD NUT J R2 J E05.a EDz.a Eat.a DBL CLAMP P1000 UNISTRUT A°B"A Er PI000 UNISTRUT BUD H n ` $ (PLACE A DU 18 SCREWS @ 8'ric L2 I/9t2 IPMi/Ib 18 SCREWS @ EI u. CHORD JOIST DRAIN PAN 7DRAIN PAN pO/BLE NUT AND 25 � 1.11 A, as 0 G PANEL POINTS) P2786 CLAMP SUPPORT FRAMING #e SCREWS @ 8'Wc DRAIN PAN SUPPORT ERAMI LOCK WASHER, TYP. DRAIN PAN <$ a w n � D e $ 9� AIRCRAFT CAB STANDARD NUT 4 BY UN15TRUT " EXIST SUPPORT FRAMING SUPPORT FRAMING wet 's sE-aa $jxow WASHER PLATE TYP, EA END 3 S a a E R SECTION MAX BAR JOIST ANGLE SUPPORT OPTION UNISTRUT SUPPORT OPTION ANGLE SUPPORT OPTION NI T SUPPORT O TION 0 '-Ex L1 p. T O PIOO UNISTRUT �S EXIST JOIST ALL UNISTRUT MATERIALS AND ALL UNISTRUT MATERIALS AND 3 w g' a g w a UNISTRUT OPTION coNNEcrloNs SHALL BE INSTALLED WITH CONNECTIONS SHALL BE INSTALLED WITH "^AR, € a E@ @ \/p�\$EI$MIC CABLE CORN. RECOMMENDATIONS ETO MANUFACTURER'S STRICT Oft CE TO MANUFACTURER'S ��o?sg$ 5s$� ENDATIONS Pei t�p S" _ w w e 'r_Qw 'n a 'r_Dn '" -ElgiH XSSM IC CABLE DETAILS r JOIST REINFORCING - -- L HANGING UNIT SECTION G ANGING UNIT w/SEISMIC BRACING — '� gx' a E-Aw�R 000.805g-ROl-RTU 08,15. OOD-8051-L014R711. 03,31.17 OOD-BOS4G01-RTU LIS 18.18 000.ROS1-COt-RTU 05.I0.18 9 € S 0 e € 14 8ag� dew E'w ug w� THREADED ROD, TYP ED EC�"ICA 3w lit Cop&S J £''Wi N 82?91 RI A14U SEE AHU v G/W5.01 1 1/2' MIN, FOR ENFORCEMENT, TYP ALL SIDES. SE TABLE BELOW 1611 18 GA MIN ATTENT EXIST W24x55 T EXIST 2ALH 912/600 EXIST 24LH 9I2/600 _600 7 E4 1 C TAM Ew.w 2 EXIST IBK SW440. PI000T UNISTRUT. DOUBLE NUT AND - EX15T 24LH 912/600 EXIST 241.14 912/600 LOCK WASHER, TYP. DRAIN PAN NUT' WASHER PLATE u P3008 NUT.. (24 GA MIN) 4 SPRING NUT, TYP HHCS @ DRAIN PAN SUPPORT 20'� 20O.L. MAX D.C.EW SW440 MECR UNIT EXIST IBK N WT - 621 LIES. M ANGLE SUPPORT OPTION UNISTRUT SUPPORT OPTION t a SEE MEIN DWGS FOR m MANUFACTURER 4 MODEL @ EXIST 24L4 912/600 EXIST 24LH 912/600 J1 SECTION A307 THREA D ROD P2485 CRADLE L BY UNISTRUT FOR ROD SIZE, DRIP PMl 2'01 sin OR UNISTRUT, 'v SEE TABLE BELOW ABOVE FRAMING V2x4 iMz SEE SECTION G/505.01 NI BI OR UNISTRUT F SECTION STANDARD NUT HANGER ROD I. CONTROLLING BUILDING CODE: INDIANA BUILDING CODE 2014 NUT 10 2. EXISTING FLOOR CONSTRUCTION: METAL DECK ON JOISTS AND JOIST GIRDERS LOCKLWASHER STANDARD P1000 UNISTE RUT � WASHER PLATE 3. IT 15 THE CONTRACTOR'S SOLE RESPON51BILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE STANDARD UNISTRUT STANDARD SAFETY OF THE WILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE SPRING NUT UNISTRUT ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALLZlyp L2x2xl/8 FROM SPRING NUT BE REMOVED AND SHALL REMAIN THE PROPERTY OF HE CONTRACTOR AFTER COMPLETION OF THE PROJECTION TO NEAREST L4z4�Ci/8 PI001 UNISTRUT PANEL POINT I IR' STANDARD 4. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MECH UNIT DIMENSIONS SHALL BE COORDINATED WITH APPROVEDSIDES OF JOIST) HANGER ROD WASHER PLATE MANUFACTURER DRAWINGS. RANGER ROD STANDARD NUT 5. SUPPORT FRAMING SHOWN IS FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING, IF A DIFFERENT UNIT IS TO BE ROD HANGER ROD HANGER G ROD G3 HANGER USED, CONTACT ENGINEER BEFORE PROCEEDING. SUPPORT ANGLE SEEGl N.T.& N.T.R. NI PLAN FOR SIZE-6. ALL STEEL SHALL BE ASTM A36. 7. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (CURRENT EDITION) EXIST FLOOR NUT, WASHER PLATE 4 SPRING B. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH 'AMERICAN WELDING SOCIETY' SPECIFICATIONS (CURRENT EDITION). DOUBLE NUT 4 � NUT, TYP a 9. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. LOCK WASHEREXIST. BAR J015T G10. IF EXISTING STRUCTURE IS DIFFERENT THAN SHOWN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANYWORK IN THAT AREA. EXIST BAR I/8 I I/2 JOIST ANGLE OPTION III HINGED PLATE BY UNISTRUT STANDARD NUT RANGER ROD LE NUT 4 K ASHER STANDARD WASHER PLATE STANDARD UNISTRUT SPRING NUT L4z4z3 1 1/2' PI001 UNISTRUT HANGER ROD HANGER ROD C�ROD NGER C ROD HANGER C$ N.T.S. T FLOOR M L ECb.a BLE NUT 4 sas.oi WASHER n IT EXIST BAR JOIST SUPPORT EXIST J BAR J/ # BELOW UNIT, EXIST 24LH 912/600 EXIST 24LH 912/600 EADED ROD SEE SECTION ABOVE, TYP EXTG ISKSPI � I/2' DIA A307 HANGER ROD EXIST 24LH 912/6O0 EX15T 24LH 912/600 '2 EXIST ISKSFI SMBH HAS DETERMINED THAT THE EXISTING FRAMING HAS SUFFICIENT CAPACITY TO SAFELY SUPPORT HE NEW RTU'S AND HE CODE REQUIRED LOADS. HIS REVIEW WAS BASED UPON THE FOLLOWING INFORMATION: • EXISTING WILDING DRAWINGS PREPARED BY SMITH/ROBERTS 4 ASSOCIATES, INC AND DATED 06/04/2003 (REV2) • NEW RTU WEIGHTS BASED ON INFORMATION PROVIDED BY M-ENGINEERING ON 05/24/2019. AHU-I - 621 LBS CONTRACTOR TO VERIFY FRAMING SIZES, SPARS, AND SPACING AS SHOWN ON PLAN. IF EXISTING STRUCTURE I5 DIFFERENT THAN SHOWN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. EXIST 18KSPI TT EXIST 24LH 912/600 EXIST 24LH 912/600 045 UNISTRUT LIP, TYP m 0 UN15TRUT a REVISIONS: REQUIRED BY: DATE O.C. EXIST ISKSPI �g EXIST 24LH 912/600 EXIST 24LH 912/600 _ Z DATE ISSUED: 05/31 /2019 DESIGNED BY: DCM DRAWN a Y AS UNISTRUT N CHECKED BY: IJDL I. ROD SHALL MEET THE MIN. SPECIFICATION OF ASTM A575 AND A576 THREADED ALL UNISTRUT MATERIALS AND ANGLE SUPPORT OPTION UNISTRUT SUPPORT OPTION MECH SUPPORT FRAMING PLAN "' 9E INSTALLED WITH 4 k) RELEASED FOR CONSTRUCTION '- To MANUFACTURER'S PLAN J 1.,.D. AND DETAILS Subject to compliance with all regulations at State and Local Codes DRAWING NUMBER: City of Camel77 �IYI1w4uaI D= DRAIN PAN SUPPORT -- J PARTIAL FLOOR FRAMING PLAN Y A a 1 12.22.17 05.18.18 .15.11 1/2110 BOLT, L2 lad I @ 24" O.L. NOTES: - L2 I/2z2 I/ CAL HANGER ROD UNIT WEIGHT, CBS. AM SIZE. IN I. ROD REINFORCMENT UNISTRUT FI000T •(500 3/8' . STIFFENER wAS" CRADLE CLIP @ 100I ( UNBRACED LENGTH . IO-0") UNISTRUT PIOCOT 51 I/2" STI ER w/P2485 CRADLE CLIP @ 14'bc (MAX UN B LENGTH • 10'-0') UNI UT PIMOT I T.-0500 5/8' STIFFENER 4E5 CRADLE CLIP @ grit (MAX UNBRACED ENGH , 9'-06) UNISTRUT 15006WT.,(2000 3/4' STIFFENER w/P2485 OLE CLIP @ 20"1 (MAX UNBRACED LONG T-00) /Zz3/16. F JI T� 2z3/I6 - PI 'Z' C P100 @ 24' PI00 DATE: 07/16/19