INDEX FORMING AND SHORING EQUIPMENT FOR CONCRETE CONSTRUCTION SHEET NUMBER COVER Plot Date: Friday, January 26, 2018 @ 4:07:04 PM Last Saved: Friday, January 26, 2018 @ 3:41:11 PM Last Saved By: Moiden, Fadli Sheet Set: - COFICO TROPICANA BUILDING File Path: C:\Users\MoidenF\Documents\Fadli\Project 2018\Presale\- COFICO TROPICANA BUILDING\06 - Erection Drawings\_Cover.dwg CONTRACTOR: SHEET NAME PROJECT DESCRIPTION AND INDEX ERECTION DRAWINGS COFICO 101 ONE-SIDED WALLFORMS (SS + E-BEAM) 102 ONE-SIDED WALLFORMS STRIPPING AND CYCLING ASSEMBLY DETAILS PROJECT: TROPICANA BUILDING 201 SUPER STUD DETAILS 202 SUPER STUD DETAILS 203 E-BEAM DETAILS RELEASE DATE: 26 JAN 2018 EFCO PROJECT NUMBER: P184184 EFCO AGREEMENT NUMBER: NEAREST EFCO OFFICE: EFCO MALAYSIA SDN.BHD SUITES B-3A-05 & 06, LEVEL3A, BLOCK B, SKY PARK ONE CITY, JALAN USJ 25/ 1, 47650, SUBANG JAYA, SELANGOR PHONE: (60-3) 5022-3328 FAX: (60-3) 5022-3329 EFCO HOME OFFICE: EFCO CORP 1800 N.E BROADWAY DES MOINES, IOWA 50313-2644 PHONE: (515) 266-1141 FAX: (515) 313-4422 EFCO MALAYSIA SDN.BHD LOT 20, JALAN PERIGI NENAS 7/ 2, SEKSYEN 7, PHASE 1A, TAMAN PERINDUSTRIAN PULAU INDAH, 42920 PORT KLANG, SELANGOR PHONE & FAX: (60-3) 3102 3239 SS TIE-DOWN BRACKET SS-1800 SS-900 WARNING MAXIMUM ALLOWABLE POUR PRESSURE NOTE: SUPPLY AREA CONSIDERED = 24mL x 3.5mH Ø19 mm x 50 mm QUICK BOLT WITH NUT THE MAXIMUM ALLOWABLE POUR PRESSURE FOR FORMWORK SHOWN IS: HORIZONTAL ALIGNER x 2400 REFER TO CONCRETE POUR PRESSURE CHARTS TO DETERMINE ALLOWABLE PLACEMENT RATES SUPER STUD SS-1800 Ø19 mm x 50 mm QUICK BOLT WITH NUT E-BEAM WALLFORMS @300mm O.C SUPER STUD JR SUPER STUD TYPICAL PLAN LAYOUT ACME NUT JACK BRACE (SHIPPED WITH SCREW JACK) 250 mm MINIMUM 400 mm MAXIMUM ONE-SIDED WALLFORMS E-BEAM WALLFORMS @300mm O.C SCAFFOLD ARM MSS-1 WITH POST SS-42 SHE-BOLT Ø19 mm x 50 mm QUICK BOLT WITH NUT (SHIPPED WITH SCREW JACK) SS-3600 SS-1800 SS-900 SS TIE-DOWN BRACKET 3500 POURING HEIGHT 00 -1 SS 45° BRACKET ROYN A IN TI C IMNSTRU L REOR CO P OT F N Ø19 mm x 50 mm QUICK BOLT WITH NUT (TYP) SUPER STUD JR SCREW JACK 00 -9 S S SUPER STUD BRACE HINGE TAPER TIE WASHER SUPER STUD BASE TIE DOWN CORNER (4) Ø19 mm x 50 mm QUICK BOLT WITH NUT (REQUIRED FOR SCREW JACK ATTACHMENT) SUPER STUD JR SWIVEL HEAD SCREW JACK SS Plot Date: Friday, January 26, 2018 @ 4:07:05 PM Last Saved: Friday, January 26, 2018 @ 3:41:29 PM Last Saved By: Moiden, Fadli Sheet Set: - COFICO TROPICANA BUILDING File Path: C:\Users\MoidenF\Documents\Fadli\Project 2018\Presale\- COFICO TROPICANA BUILDING\06 - Erection Drawings\_101-105.dwg SS-900 48 kPa E-2400 SS 45° INTERSECTION ADAPTER SUPER STUD DIAGONAL BRACE HINGE SUPER STUD BASE TIE DOWN CORNER FORMING AND SHORING EQUIPMENT FOR CONCRETE CONSTRUCTION THE RATED CAPACITY IS 48 kPa PLYWOOD MUST BE SPECIFIED AND SUPPLIED BY THE CONTRACTOR TO MEET FORM PRESSURE RATING ALL SUPER STUD® END PLATE CONNECTIONS ARE MADE WITH (4) Ø19 mm x 50 mm QUICK BOLTS WITH NUTS SEE END PLATE BOLTING DETAIL ALL SUPER STUD® TO E-BEAM® CONNECTIONS ARE MADE WITH Ø19 mm x 38 mm QUICK BOLTS WITH E-NUTS UNLESS NOTED OTHERWISE E-BEAM® SPLICE PLATE CONNECTIONS ARE TO BE MADE WITH (4) Ø19 mm x 38 mm QUICK BOLTS WITH E-NUTS UNLESS NOTED OTHERWISE SEE SPLICE PLATE DETAIL IN WALL FORMING APPLICATIONS, CONCENTRATED LOADS ARE CREATED AT TIE LOCATIONS USE SUPER STUD® TIE BEARINGS AT THESE LOCATIONS TO PREVENT CRUSHING FAILURE OF THE SUPER STUD® (SEE EFCO ERECTION DRAWINGS FOR LOCATIONS) IN SHORING APPLICATIONS, CONCENTRATED LOADS ARE CREATED IN SPANNING SUPER STUDS® AT SHORE POST LOCATIONS USE SUPER STUD® TIE BEARINGS AT THESE LOCATIONS TO PREVENT CRUSHING FAILURE OF THE SUPER STUD® (SEE EFCO ERECTION DRAWINGS FOR LOCATIONS) ONE-SIDED WALLFORMS (SS + E-BEAM) CONCENTRATED LOADS WITHOUT SUPER STUD® TIE BEARINGS MAY CRUSH AND FAIL THE SUPER STUD® HOME OFFICE DES MOINES, IOWA, U.S.A DISTRICT OFFICES WORLDWIDE THIS DRAWING IS THE PROPERTY OF EFCO AND IS LOANED TO THE RECIPIENT IN CONFIDENCE SEE NOTES AND SAFETY PAGE FOR CONTRACTOR'S RESPONSIBILITIES NO REVISION DATE BY 26 JAN 2018 APPROVAL RELEASED FOR: ONE-SIDED WALLFORMS (SS + E-BEAM) TROPICANA BUILDING PROJECT: PROJECT KHANH HOA PROVINCE LOCATION: DWG TITLE: CONTRACTOR: COFICO DETAILED BY DATE DRAWN RHC 26.01.18 CHECKED BY DATE CHECKED SK 26.01.18 AGREEMENT NO ISSUING OFFICE MALAYSIA EFCO PROJECT NUMBER P184184 REVISION 101 - STRIP FROM CONCRETE POURED USE E-Z DECK HIGH JACK TO LIFT AND SET ON CRAZY WHEELS SS -1 80 SS -1 80 REMOVE ANCHOR ROYN A IN TI SS-1800 SS-1800 C IMNSTRU L REOR CO P OT F N STRIPPING INSTALL ANCHORS AND POUR CONCRETE FORMING AND SHORING EQUIPMENT FOR CONCRETE CONSTRUCTION HOME OFFICE DES MOINES, IOWA, U.S.A DISTRICT OFFICES WORLDWIDE THIS DRAWING IS THE PROPERTY OF EFCO AND IS LOANED TO THE RECIPIENT IN CONFIDENCE SEE NOTES AND SAFETY PAGE FOR CONTRACTOR'S RESPONSIBILITIES 80 ROLL TO THE NEXT AREA -1 CYCLING SS Plot Date: Friday, January 26, 2018 @ 4:07:06 PM Last Saved: Friday, January 26, 2018 @ 4:06:41 PM Last Saved By: Moiden, Fadli Sheet Set: - COFICO TROPICANA BUILDING File Path: C:\Users\MoidenF\Documents\Fadli\Project 2018\Presale\- COFICO TROPICANA BUILDING\06 - Erection Drawings\_101-105 Step.dwg NO REVISION DATE BY 26 JAN 2018 APPROVAL RELEASED FOR: ONE-SIDED WALLFORMS STRIPPING AND CYCLING TROPICANA BUILDING PROJECT: PROJECT KHANH HOA PROVINCE LOCATION: DWG TITLE: SS-1800 CONTRACTOR: COFICO DETAILED BY DATE DRAWN RHC 26.01.18 CHECKED BY DATE CHECKED SK 26.01.18 AGREEMENT NO ROLL AND REUSE ISSUING OFFICE MALAYSIA EFCO PROJECT NUMBER P184184 REVISION 102 - 225 mm CENTER-TO-CENTER 113 "L" 75 mm CENTER-TO-CENTER 113 75 75 150 150 mm 50 K.S.I Ø27 (1 PER PATTERN) 40 57 40 Ø105 mm (1 PER PATTERN) 40 38 38 { SIDE VIEW } RECOMMENDED METHOD OF ASSEMBLING / BUILDING EFCO SUPER STUDS 230 115 150 ± ENSURE MATING END PLATES ARE CLEAN AND FREE OF DUST AND DIRT FIT Ø19 mm x 50 mm QUICK BOLTS INTO EACH HOLE AT CORNERS OF SUPER STUD END PLATES AND FIX NUTS FINGER TIGHT 150 Ø19 mm x 50 mm QUICK BOLT WITH NUT (4 PER JOINT) (4) Ø19 mm x 50 mm QUICK BOLT WITH NUT PER JOINT SNUG FIT SUPER STUD SUPER STUD { END VIEW } REQUIRED BOLTING SEQUENCE AT SUPER STUD JOINT FORMING AND SHORING EQUIPMENT FOR CONCRETE CONSTRUCTION Ø19 mm x 50 mm QUICK BOLT WITH NUT THIS DRAWING IS THE PROPERTY OF EFCO AND IS LOANED TO THE RECIPIENT IN CONFIDENCE SEE NOTES AND SAFETY PAGE FOR CONTRACTOR'S RESPONSIBILITIES NO SCAFFOLD POST: SS-42 SUPER STUD Ø19 mm x 50 mm QUICK BOLT WITH NUT Ø19 mm x 50 mm QUICK BOLT WITH NUT (TYP) SUPER STUD JOINT SUPER STUD BASE TIE DOWN CORNER SUPER STUD DETAILS TROPICANA BUILDING PROJECT: PROJECT KHANH HOA PROVINCE LOCATION: SCAFFOLD ARM: MSS-1 CONTRACTOR: COFICO DETAILED BY DATE DRAWN RHC 26.01.18 CHECKED BY DATE CHECKED SUPER STUD BRACE HINGE BY DWG TITLE: Ø19 mm x 50 mm QUICK BOLT WITH NUT (TYP) DATE APPROVAL RELEASED FOR: SUPER STUD SUPER STUD REVISION 26 JAN 2018 SUPER STUD DIAGONAL BRACE HINGE TAPER TIE WASHER SUPER STUD BASE TIE DOWN CORNER HOME OFFICE DES MOINES, IOWA, U.S.A DISTRICT OFFICES WORLDWIDE ALL WOOD FOR SCAFFOLD TO MEET CURRENT OSHA SPECIFICATIONS AND BE SECURED BY CONTRACTOR ACME NUT SHE-BOLT SUPER STUD SPACER x 150 mm SUPER STUD Ø19 mm x 50 mm QUICK BOLT WITH NUT (TYP) T NO TIGHTEN BOLTS IN THE FOLLOWING SEQUENCE: AND THEN AND APPLYING A SNUG-TIGHT FIT Ø54 mm EOR CO R P F SUPER STUD SPACER x 150 mm Ø19 mm x 50 mm QUICK BOLT WITH NUT (4 PER JOINT) ROYN A INRUCTI M I L NST SUPER STUD (TYP) SET SUPER STUD UNITS ON TIMBER BLOCKING CLEAR OF DUST AND DIRT .2 150 38 21 Ø20 mm (TYP) 13 mm PLATE SUPER STUD { PLAN VIEW } 38 Ø6 mm HOLE (2 PER PATTERN) 40 SUPER STUD 230 Plot Date: Friday, January 26, 2018 @ 4:07:10 PM Last Saved: Wednesday, January 17, 2018 @ 12:11:02 PM Last Saved By: Moiden, Fadli Sheet Set: #### File Path: C:\Users\MoidenF\Documents\Fadli\Project 2018\Presale\- COFICO TROPICANA BUILDING\06 - Erection Drawings\_SS Details.dwg NOTE: 150 mm x 150 mm PATTERN SCAFFOLD ARM: MSS-1 WITH POST: SS-42 SK 26.01.18 AGREEMENT NO ISSUING OFFICE MALAYSIA EFCO PROJECT NUMBER P184184 REVISION 201 - H PUS L L PU SUPER STUD SUPER STUD 60° MAX SUPER STUD 45° INTERSECTION ADAPTER (8) Ø19 mm x 50 mm QUICK BOLT WITH NUT JACK BRACE (SHIPPED ATTACHED TO JACK) PULLOUT (27 kN MIN.) (54 SUPER STUD SWIVEL JACK (8) Ø19 mm x 50 mm QUICK BOLT WITH NUT RANGE: 250 - 400 SUPER STUD SCREW JACK Plot Date: Friday, January 26, 2018 @ 4:07:11 PM Last Saved: Wednesday, January 17, 2018 @ 12:11:02 PM Last Saved By: Moiden, Fadli Sheet Set: #### File Path: C:\Users\MoidenF\Documents\Fadli\Project 2018\Presale\- COFICO TROPICANA BUILDING\06 - Erection Drawings\_SS Details.dwg SUPER STUD INTERSECTION ADAPTER OPERATING INSTRUCTIONS: 1) UNFOLD CRANK HANDLE 2) TURN CRANK CLOCKWISE TO LIFT LOAD 3) TO LOWER LOAD, TURN CRANK COUNTER CLOCKWISE HI-JACK LAYDOWN PROCEDURE: 1) REMOVE LOWER JET BOLTS 2) ROTATE FORWARD AS SHOWN NOTE: REQUIRES PEOPLE SUPER STUD SCREW JACK 10 11 SHE A kN M R IN.) ANCHOR BOLTS TO BE DESIGNED & SUPPLIED BY CONTRACTOR MIN ANCHORS REQ'D (4 MAY BE NEEDED TO GET REQ'D LOAD DEPENDING ON ANCHOR SYSTEM) ANCHORS TO WITHSTAND LOADS NOTED ABOVE CONSULT SUPPLIER'S TABLES FOR ANCHOR CAPACITY AND INSTALLATION SUPER STUD SCREW JACK 12 ROYN A INRUCTI M I L NST EOR CO R P F MAINTENANCE: 1) INSPECT THAT ALL THE HARDWARE ATTACHING THE RACK AND PINION JACK TO THE MAST IS PRESENT AND IN GOOD CONDITION 2) FOR NORMAL USE, LUBRICATE ANNUALLY VIA GREASE ZERK 3) IF THE CRANK OFFERS RESISTANCE WHEN LOWERING THE LOAD, APPLY A FEW DROPS OF OIL INTO THE RECESSES OF THE CRANK HUB GREASE ALL MOVING PARTS ON THE CRANK HANDLE IF NECESSARY 4) IF CRANK CANNOT BE MOVED AFTER A LONG PERIOD OF NON-USE OR DUE TO BAD WEATHER TRY TO TURN COUNTER-CLOCKWISE ADD A DROP OF OIL INTO THE RECESSES, TURN UP AND DOWN SEVERAL TIMES UNTIL THE CORROSION INSIDE THE BRAKE HAS BEEN CLEARED AND THE CRANK TURNS NORMALLY T NO FORMING AND SHORING EQUIPMENT FOR CONCRETE CONSTRUCTION HOME OFFICE DES MOINES, IOWA, U.S.A DISTRICT OFFICES WORLDWIDE ROTATE MAST FORWARD THIS DRAWING IS THE PROPERTY OF EFCO AND IS LOANED TO THE RECIPIENT IN CONFIDENCE SEE NOTES AND SAFETY PAGE FOR CONTRACTOR'S RESPONSIBILITIES TRAY HAS 460 mm OF VERTICAL ADJUSTMENT IN 150 mm INCREMENTS REMOVE PIN TO ADJUST TRAY NO REVISION DATE BY 26 JAN 2018 REMOVE JET BOLTS APPROVAL RELEASED FOR: SUPER STUD DETAILS TROPICANA BUILDING PROJECT: PROJECT KHANH HOA PROVINCE LOCATION: DWG TITLE: CAUTION! NOT INTENDED TO RELIEVE LOAD FROM JACKS DO NOT JACK AGAINST DECK DAMAGE WILL OCCUR TO PANELS RATED CAPACITY: 1361 kg CONTRACTOR: COFICO DETAILED BY DATE DRAWN RHC 26.01.18 CHECKED BY DATE CHECKED SK E-Z DECK HIGH JACK 26.01.18 AGREEMENT NO 13 ISSUING OFFICE MALAYSIA EFCO PROJECT NUMBER P184184 REVISION 202 - PLYWOOD BY CONTRACTOR "L" E-BEAM PLAN VIEW "L" Ø19 mm HOLES @ 50 mm CENTERS 25 165 75 125 50 25 (4) Ø19 mm x 38 mm QUICK BOLT WITH NUT END VIEW E-BEAM DETAIL ALIGNER CONNECTION 1220 ROYN A INRUCTI M I L NST E-BEAM EOR CO R P F T NO SUPER STUD ALTERNATE QUICK BOLT CONNECTION EACH SIDE OF SUPER STUD 2440 Plot Date: Friday, January 26, 2018 @ 4:07:15 PM Last Saved: Wednesday, January 17, 2018 @ 12:11:32 PM Last Saved By: Moiden, Fadli Sheet Set: #### File Path: C:\Users\MoidenF\Documents\Fadli\Project 2018\Presale\- COFICO TROPICANA BUILDING\06 - Erection Drawings\_E-Beam Details.dwg BOTTOM VIEW E-BEAM ALIGNER PLATE Ø19 mm x 38 mm QUICK BOLT WITH NUT E-BEAM BOLTING FORMING AND SHORING EQUIPMENT FOR CONCRETE CONSTRUCTION HOME OFFICE DES MOINES, IOWA, U.S.A DISTRICT OFFICES WORLDWIDE THIS DRAWING IS THE PROPERTY OF EFCO AND IS LOANED TO THE RECIPIENT IN CONFIDENCE SEE NOTES AND SAFETY PAGE FOR CONTRACTOR'S RESPONSIBILITIES NO REVISION DATE BY 26 JAN 2018 APPROVAL RELEASED FOR: E-BEAM DETAILS TROPICANA BUILDING PROJECT: PROJECT KHANH HOA PROVINCE LOCATION: DWG TITLE: FASTENER BASE OF WALL CONTRACTOR: COFICO DETAILED BY DATE DRAWN RECOMMENDED NAILING PATTERN FOR PLYWOOD FACING ON E-BEAM WALL FORMING SYSTEM RHC 26.01.18 CHECKED BY DATE CHECKED SK 26.01.18 AGREEMENT NO ISSUING OFFICE MALAYSIA EFCO PROJECT NUMBER P184184 REVISION 203 - ... 2 018 @ 4:07 :11 PM Last Saved: Wednesday, January 17 , 2 018 @ 12 :11 :02 PM Last Saved By: Moiden, Fadli Sheet Set: #### File Path: C:UsersMoidenFDocumentsFadliProject 2 018 Presale- COFICO TROPICANA. .. 2 018 @ 4:07 :10 PM Last Saved: Wednesday, January 17 , 2 018 @ 12 :11 :02 PM Last Saved By: Moiden, Fadli Sheet Set: #### File Path: C:UsersMoidenFDocumentsFadliProject 2 018 Presale- COFICO TROPICANA. .. Erection Drawings _SS Details.dwg NOTE: 15 0 mm x 15 0 mm PATTERN SCAFFOLD ARM: MSS -1 WITH POST: SS-42 SK 26. 01. 18 AGREEMENT NO ISSUING OFFICE MALAYSIA EFCO PROJECT NUMBER P18 418 4 REVISION 2 01 -