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4 3/4" <br />COL. 1/4" CAP PLATE <br />3/4"-t <br />T/COL. EL. 12'-4 1/2" <br />VERIFY <br />i I <br />7 <br />MOMENT CONNECTION <br />SEE C21S-522 <br />1/2" STEEL PLATE <br />j T/STL. <br />I ° W1OX26 ' } <br />T/BOND BM. <br />D 11'-9" (VERIFY) <br />VERIFY <br />CONC. BOND �_ 1/2" <br />BEAM 1'-411 CLR L3x3xl/4x0'-6" w/ <br />C <br />0 <br />0 <br />'-41 /2" <br />6 <br />ADD FLAT BAR 1"X3/16" STRUT (BY PIPE <br />FITTER) @ HANGER CONN. POINT FROM <br />BOTTOM CHORD TO TOP CHORD PANEL POINT. <br />SEE C31S-523 FOR ATTACHMENT OPTIONS <br />Fn Fn <br />2-3/4"0 A325N BOLTS C <br />T/STL. <br />I <br />1 0'-21 /2" <br />I <br />L443/80-8" <br />L 91_011+ TRAPEZE AND HANGER <br />ROD BY PIPE FITTER. <br />MAXIMUM SPACING OF <br />W10X26 THE TRAPEZE SYSTEM <br />= 5'4" O.C. <br />1'-4" 3'-4" 57/8"" <br />4 <br />6- 17/8" <br />5 4 I 3 <br />NOTE: ATTACHMENT OF FLAT BAR STRUT: <br />• OPTION A: WELDING <br />• OPTION B: USE (1) #12 X 1 1/4". CONTRACTOR <br />EXISTING 20K OPTION TO USE SELF -DRILLING SCREW. <br />AA JOIST <br />AA <br />ADD FLAT BAR 1"X3/16" <br />STRUT (BY PIPE FITTER) <br />@ HANGER CONN. POINT <br />FROM BOTTOM CHORD <br />TO TOP CHORD PANEL — <br />POINT. <br />TYP. PIPES, BY <br />EACHOTHERS1/8 1" OTHERS EXISTING <br />JOIST GIRDER <br />T/TRAPEZE CONTRACTORS OPTION: <br />SEE PLAN OL <br />OPTION A: WELD AS NOTED TOP OF TRAPEZE <br />• SEE PLAN <br />ABOVE. <br />• OPTION B: USE (1) #12 X 1 1l4" 1 <br />TRAPEZE AND HANGER <br />SELF -DRILLING SCREW TOP <br />AND BOTTOM. SEE PLAN ROD @EACH JOIST BY <br />PIPE FITTER. <br />HSS8x8x3/8" HSS4x4xl/4 <br />EXIST. IPE SUPPORT CONN.(EX. JOI T PARALLE PE PP RT NN. EX.CMU WALL ;;,S I SU O CO JO ST PERP.C2 C3 ) <br />Z3116 3/16 ection 314" = 1'-0"" ection 3/4" = V-0" <br />�., L. 1 /2x9"x 1'-4"" <br />/ 4-HILTI 5i8"0 KWIK BOLT <br />w/ 3 1/8" MIN. EMBED <br />;6 Z <br />M � <br />" <br />EXISTING20K <br />JOIST <br />EXISTING 32G <br />JOIST GIRDER <br />PIPES, BY <br />OTHERS <br />SEE PLAN <br />PL. 1/2x6 0-11 DRILL 1"o HOLE IN EXISTING WF <br />w/ 4- HILTI 5/8"0 KWIK BOLT j 1 1/2" COLUMN FLANGE FOR 3/8"o WIRE <br />w/ 3 1/8" MIN. EMBED I ROPE FOR FALL PROTECTION <br />it <br />o. <br />131 OL & BM. CONN. TO EXIST. CMU @ P <br />ection 1 1" =1'-0" <br />1 /2" STEEL PLATE <br />T/PLATE <br />BM <br />R- <br />NOTE: <br />PROVIDE HANDRAILS AS REQUIRED AROUND <br />PLATFORM. COORDINATE LOCATIONS WITH <br />"SALLY PORT EQUIPMENT" PUCHASED. <br />Al PLATFORM BM. CONN. TO G <br />)Section 1 1 112" = 1'-0" A, <br />© `f' PLAN <br />N z B i$' B �l <br />LATFORM f N -2 1/2" <br />--- --------------- <br />` � - — — - — -- L3X3X5/16 <br />I i I N �, KICKER 1/4" <br />GUSSET PLATE <br />211 57� <br />GUARDRAIL AS REQ'D. <br />NOTCH STEEL PLATE EXISTING WF <br />AROUND GUARDRAIL COLUMN <br />LOCATIONS. <br />PIPE TO <br />3/16 BEAM <br />�PLATE TO <br />1/81BEAM <br />BM., SEE PLATFORM PLAN <br />7d .� <br />TATE O <br />,may% - qR gg (^p <br />REV. <br />8 7 <br />EXISTING <br />WF COLUMN <br />I <br />SECTION B-B <br />TYPE 2 CLEVIS THROUGH BOLT W/ <br />3/8"o WIRE ROPE BETWEEN <br />o COLUMNS FOR FALL PROTECTION <br />i I � <br />PIPE RACK BEAM, SEE <br />z PLAN <br />A I A NcN <br />177 L ' is <br />21i2° <br />L3X3X5/16 KICKER <br />CN <br />I 1/4" GUSSET PLATE <br />M CV I I c'V N o' <br />M r— G• o <br />1 1/4" <br />v � 2" <br />I <br />1/2" ,Vo <br />EXISTING STEEL <br />COLUMN, SEE l 6" { <br />PLAN FOR SIZE L3X3X5/16 KICKER ANGLEKICKER ANGLE <br />-- - - - - - -- <br />11 <br />1/4'1 3/4" THRU BOLT <br />;I AP DRILL 13f16" INTO <br />L4X4X3/8 BEAM CONN. <br />N <br />1/4" BENT STEEL o <br />PLATE TO MAKE r5°° <br />3/4" THRU BOLT DRILL SPLIT COLLAR FOR <br />13/16"o INTO EXISTING EXISTING SECTION A -A <br />COLUMN FOR BOLT <br />INSTALLATION <br />L3X3X5116 KICKER <br />ANGLEKICKER ANGLE <br />o <br />EXISTING COLUMN <br />FOR BOLT <br />INSTALLATION <br />1/4" SINGLE PLATE <br />CONNECTOR FOR <br />EITHER BEAM OR <br />KICKER ANGLE TO BE <br />WELDED TO COLLAR <br />IN SHOP <br />3/16 <br />2 <br />11/4" 11/4" <br />USE (2) 3/4"o A325 611 <br />BOLTS TO ATTACH PL. 3/8X21/2"X7" <br />BRACKET TO COLLAR C, <br />0 <br />M <br />CV ICI <br />3/16 <br />3/16 <br />L4X4X1A X U-6" LG. <br />HANGER BRACKET <br />GRID <br />I <br />TYPE 2 CLEVIS THRC <br />BOLT W/ 3/8"o WIRE 1 <br />BETWEEN COLUMNS <br />FALL PROTECTION <br />EXISTI <br />SEE PI <br />1 <br />3/16" STIFF PL. <br />1 "o HOLE <br />HANGER ROD, <br />SECTION B-B BY PIPE FITTER D <br />SEE C31S-523 <br />FOR ADD'L <br />INFO <br />OP OF TRAPEZE <br />SEE PLAN <br />S, BY OTHERS <br />3/4" THRU BOLT DRILL 13/16"o <br />INTO EXISTING COLUMN FOR <br />Z 1/4" BOLT INSTALLATION <br />AP <br />1/4"SINGLE PLATE CONNECTOR <br />V�. FOR EITHER BEAM OR KICKER <br />ANGLE TO BE WELDED TO <br />1/4" BENT STEEL COLLAR IN SHOP <br />PLATE TO MAKE <br />SPLIT COLLAR FOR <br />EXISTING SECTION A -A 3/16 <br />B4 ANGER CONNECTION TO COLUMN <br />)Section 3/4" V-0" <br />CL COL. <br />I <br />2'-01, 2"-0" <br />TOP OF STEEL <br />SEE PLAN <br />1/2" THK. CAP PL. ' A <br />TYP. <br />3/16 <br />COL., SEE PLAN <br />AISC SINGLE SHEAR <br />CONN. TYP <br />A v BEAM, SEE PLAN 6" 1. 6" <br />1 1 /2" 1 1 1 /2" <br />(4) 1/2" o A325 BOLTS <br />CL COL & BM. - r <br />I �>r <br />CN <br />A A <br />A2 PIPE RACK KICKER @ EXISTING WF COLUMN A3 PIPE RACK KICKER @ EXISTING PIPE COLUMN A4 TEE CONNECTION @ PIPE RACK <br />Section 3/4" = 1'-0" Section 3/4" = 1'-0" Section 3/4" = V-0" <br />11 FO #11 7/30/2018 The Haskell � � � ZEPHYRHAREHOUSE EXPANSION STRUCTURAL <br />NASKELL IIIRiversideAvenua S NATURAL SPRING WATER FRAMING DETAILS <br />Jacksonville., Florida 32202 Y .. .5- _ ZEPHYRHILLS, FLORIDA <br />12 ADDENDUM #4 8/02/2018 one <br />(904)7914540 <br />[(�� 7 p w - <br />9 FO #J 7I2I2O1 O The Information contained on this document is the sole property of NIMA SIZE SHEET NO. <br />CvR� RAIE EN6'INEEEIVG O-FICE and may not be copied or disclosed to others unless authorized by NWNA. <br />REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 1�22 RESTSIDE DRIVE, SUITE 100 DATE: D.M.: SCALE D S-523 <br />CONTROL NO.. COFFIELL TEXAS 75CII <br />6 5 4 3 2 1 <br />REV. NO. <br />C <br />I Pi 11A <br />