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BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT
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BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT

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CONCRETE MASONRY UNITS - EMBEDMENTS
NEW STRUCTURAL STEELWORKS MEMBERS
TREATMENT BUILDING
GENERAL ARRANGEMENTS & PLACEMENTS
ASSEMBLIES & SCHEMES
ELEVATIONS
SECTIONS
DETAILS
MEMBER DIAGRAMS
PARTS
MATERIAL LISTS
ADVANCED DATA REQUIREMENTS

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Transcript of "BLOCK (C.M.U.) EMBEDMENT PLATE PLACEMENT - WATER TREATMENT PLANT"

  1. 1. 4 3 2 1 Q GENR'L ARR'T - PARTS LIST A N ITEM QTY PART NUMBER F E D C B 1 3 C3 M 2 5 M001 M 1500 4445 1281 24 3 2 M003 2890 305 200 4 10 M004 1 200 14 25 5 2 M005 21 21 3 20 20 D 15 20 20 21 21 21 21 21 3 22 21 20 7 6 2 M008 D 200 1 20 4 20 20 19 8 7 1 M012 15 20 1 4 21 8 5 M013 5845 8 23 3000 15 9 2 M014 2 2 8 10 8 M015 9950 15 11 10 M016 200 12 4 M017 17 8 3755 2 13 2 M018 1081 1 29 2 2 6 6 5 5 2 2 8 14 1 M019 15 4 M020 R 4 R 16 8 M021 4 9 17 1 M022 26 28 9 13 18 108 M023 4350 27 36 19 2 M024 13 G G 20 19 M025 40 21 20 M026 40 34 10 22 1 M027 23 1 M028 C 5325 9375 9300 9300 9300 9375 4125 24 1 M029 C 9270 1500 56100 1500 25 2 M030 10 10 10 26 1 M031 59100 27 1 M032 10 10 28 1 M033 9450 9300 9300 9300 9300 9450 10 10 29 1 M034 35 18600 35 30 1 M035 H H 31 1 M036 32 2 M038 41 44560 41 33 1 M039 40545 47560 11 34 1 M040 11 35 2 M041 11 36 1 M042 10500 11 37 1 M043 11 11 38 1 M044 11 11 39 101 M045 40 2 M046 11 11 41 2 M047 12 12 B B 21 S T 30 19 3340 12 32 20 20 20 20 20 1525 20 20 25 12 32 21 20 20 20 21 K 2185 K 105 16 16 31 21600 33 16 7150 1500 16 21 1500 1732 16 16 21 21 16 16 38 21 21 21 21 37 1500 1971 P 1311 P F E S D C 21 T B DRAWN A N GREATER VERNON SERVICES - WATER James 09/09/2009 Q PLAN CHECKED DUTEAU CREEK WATER TREATMENT PLANT NEW STRUCTURAL STEELWORKS MEMBERS SCALE 1 : 150 TITLE A NOTES: -- QA TREATMENT BUILDING A 1). EMBEDMENTS: WELDED STEEL PLATES GALVANIZED; SEATED IN ENGINEERED LOAD-BEARING REINFORCED SINGLE-WYTHE CONCRETE MASONRY UNIT WALLS; FOR USE MFG PRIMARY STRUCTURAL STEEL ZONE REV REVISION HISTORY DESCRIPTION DATE DRAFTER AS BEARING PLATES IN A HAUNCH OR SEATED CONNECTIONS; TO CONNECTION WITH PRIMARY STRUCTURAL STEELWORKS MEMBERS OR OPEN WEB STEEL JOISTS. APPROVED SIZE ROOF MEMBERS DWG NO REV C 16011E02 S-203, S-204 30/09/2009 -- A APPROVAL JGH C S-203, S-204 05/10/2009 2). ANCHOR ROD SETTING PLAN & DETAILS PER C.C.O.#15. B PRECISIONS JGH SCALE S-203, S-204 C PRECISIONS 2 22/10/2009 JGH SHEET 1 OF 25 4 -- 3 2 1
  2. 2. 4 3 2 1 PARTS LIST - ASSEMBLY 'C3' ANCHOR RODS ITEM QTY PART NUMBER DESCRIPTION MATERIAL LENGTH REMARKS 1 1 4 AB-001 ROD 25 DIA. 300W 525 H1E, C/W HEAVY HEX NUT & (2) TYPE A WIDE WASHERS 200 2 1 LVL-C3 PLT3X350 300W 350 LEVELING PLATE 2 100 100 D D 1 1 1 1 100 1 2 25 3 2 100 1 ANCHOR ROD ASSEMBLY 'C3' 450 200 75 HOOK 338 1 100 1 1 C C n25 DETAIL 1 AT THREE LOCATIONS - SEE SHEET 1 FOR SETTING PLAN SECTION 2-2 SCALE 1 : 5 TYPE C3 AT THREE LOCATIONS SCALE 1 : 5 T.O. FOUNDATION PEDESTAL EL. 647600mm U.N.O. UNDERSIDE BASE PLATE EL. 647625mm U.N.O. GROUT (25mm) BY OTHERS 350 B 3 75 200 75 B 75 2 350 200 75 n3 0 DRAWN GREATER VERNON SERVICES - WATER LVL-C3 James 09/09/2009 DUTEAU CREEK WATER TREATMENT PLANT SCALE 1 : 5 CHECKED NEW STRUCTURAL STEELWORKS MEMBERS A QA TITLE TREATMENT BUILDING A MFG PRIMARY STRUCTURAL STEEL REVISION HISTORY APPROVED ROOF MEMBERS ZONE REV DESCRIPTION DATE DRAFTER SIZE DWG NO REV S-203, S-204 S-203, S-204 A APPROVAL 30/09/2009 05/10/2009 JGH C 16011E02 C B PRECISIONS JGH SCALE S-203, S-204 C PRECISIONS 2 22/10/2009 JGH SHEET 2 OF 25 4 3 2 1
  3. 3. 4 3 2 1 D D DETAIL 2 SCALE 1 : 25 DETAIL 1 SCALE 1 : 25 C C B B EMBEDMENTS: MASONRY WALLS SCALE 1 : 150 DETAIL 3 SCALE 1 : 25 NOTES: DRAWN GREATER VERNON SERVICES - WATER DETAIL 5 1). BLAST CLEANING UNTIL AT James 09/09/2009 DUTEAU CREEK WATER TREATMENT PLANT 2 CHECKED LEAST 3 RD OF EACH ELEMENT NEW STRUCTURAL STEELWORKS MEMBERS SCALE 1 : 25 TREATMENT BUILDING OF SURFACE AREA IS FREE OF QA TITLE A A DETAIL 4 ALL VISIBLE RESIDUES. SCALE 1 : 25 (SSPC-SP6, COMMERCIAL BLAST).MFG 2). WELDS 6mm FILLET, U.N.O., PRIMARY STRUCTURAL STEEL REVISION HISTORY WELDS SHALL BE GROUND SMOOTH. APPROVED ROOF MEMBERS ZONE REV DESCRIPTION DATE DRAFTER SIZE DWG NO REV S-203, S-204 S-203, S-204 A B APPROVAL PRECISIONS 30/09/2009 05/10/2009 JGH JGH 3). ALL HOT DIP GALVANIZED TO CSA G164, 600G/m2. C 16011E02 C SCALE S-203, S-204 C PRECISIONS 2 22/10/2009 JGH SHEET 3 OF 25 4 3 2 1
  4. 4. 4 3 2 1 20 19 39 18 190 D D 2 95 95 39 39 203 19 2 18 650 300 203 19 650 95 18 39 20 39 19 1000 18 39 39 C C 95 39 7150 3340 10500 9270 4350 9950 40 19 55 95 2 100 B 19 B 203 1000 300 203 650 750 39 18 39 18 39 5470 5300 5097 5025 5025 4925 4725 4722 39 4375 4300 4275 SECTION A-A SCALE 1 : 125 NOTES: DRAWN GREATER VERNON SERVICES - WATER 1). BLAST CLEANING UNTIL AT James 09/09/2009 DUTEAU CREEK WATER TREATMENT PLANT 2 CHECKED LEAST 3 RD OF EACH ELEMENT NEW STRUCTURAL STEELWORKS MEMBERS TREATMENT BUILDING OF SURFACE AREA IS FREE OF TITLE A QA A ALL VISIBLE RESIDUES. (SSPC-SP6, COMMERCIAL BLAST). MFG 2). WELDS 6mm FILLET, U.N.O., PRIMARY STRUCTURAL STEEL REVISION HISTORY WELDS SHALL BE GROUND SMOOTH. APPROVED ROOF MEMBERS ZONE REV DESCRIPTION DATE DRAFTER SIZE DWG NO REV S-203, S-204 S-203, S-204 A B APPROVAL PRECISIONS 30/09/2009 05/10/2009 JGH JGH 3). ALL HOT DIP GALVANIZED TO CSA G164, 600G/m2. C 16011E02 C SCALE S-203, S-204 C PRECISIONS 2 22/10/2009 JGH SHEET 4 OF 25 4 3 2 1
  5. 5. 4 3 2 1 21 20 95 39 18 190 D D 203 5 20 39 95 95 95 39 18 650 20 203 5 300 18 650 1000 39 39 20 21 39 C C 18 39 39 7150 3340 10500 9270 4350 9950 5 20 100 40 20 55 95 203 1100 300 203 650 750 B B 18 39 18 5470 5260 5168 5097 5025 5025 4906 4725 4722 39 4375 4300 4275 39 39 5300 SECTION B-B SCALE 1 : 125 NOTES: DRAWN GREATER VERNON SERVICES - WATER 1). BLAST CLEANING UNTIL AT James 09/09/2009 DUTEAU CREEK WATER TREATMENT PLANT 2 CHECKED LEAST 3 RD OF EACH ELEMENT NEW STRUCTURAL STEELWORKS MEMBERS A OF SURFACE AREA IS FREE OF ALL VISIBLE RESIDUES. QA TITLE TREATMENT BUILDING A (SSPC-SP6, COMMERCIAL BLAST).MFG 2). WELDS 6mm FILLET, U.N.O., PRIMARY STRUCTURAL STEEL REVISION HISTORY WELDS SHALL BE GROUND SMOOTH. APPROVED ROOF MEMBERS ZONE REV DESCRIPTION DATE DRAFTER SIZE DWG NO REV S-203, S-204 S-203, S-204 A B APPROVAL PRECISIONS 30/09/2009 05/10/2009 JGH JGH 3). ALL HOT DIP GALVANIZED TO CSA G164, 600G/m2. C 16011E02 C SCALE S-203, S-204 C PRECISIONS 2 22/10/2009 JGH SHEET 5 OF 25 4 3 2 1
  6. 6. 4 3 2 1 6 6 D D 39 39 95 190 21 203 95 95 550 18 6 300 21 550 C C 21 18 39 39 39 39 7150 3340 10500 9270 4350 9950 6 21 95 55 100 B B 203 650 300 550 18 190 39 39 5470 5370 5260 5167 5168 5025 5025 4820 4725 4475 39 SECTION C-C SCALE 1 : 125 NOTES: DRAWN GREATER VERNON SERVICES - WATER 1). BLAST CLEANING UNTIL AT James 09/09/2009 DUTEAU CREEK WATER TREATMENT PLANT 2 LEAST 3 RD OF EACH ELEMENT CHECKED NEW STRUCTURAL STEELWORKS MEMBERS A OF SURFACE AREA IS FREE OF ALL VISIBLE RESIDUES. QA TITLE TREATMENT BUILDING A (SSPC-SP6, COMMERCIAL BLAST). 2). WELDS 6mm FILLET, U.N.O., MFG PRIMARY STRUCTURAL STEEL REVISION HISTORY WELDS SHALL BE GROUND SMOOTH. APPROVED ROOF MEMBERS ZONE REV DESCRIPTION DATE DRAFTER SIZE DWG NO REV S-203, S-204 S-203, S-204 A APPROVAL 30/09/2009 05/10/2009 JGH 3). ALL HOT DIP GALVANIZED TO CSA G164, 600G/m2. C 16011E02 C B PRECISIONS JGH SCALE S-203, S-204 C PRECISIONS 2 22/10/2009 JGH SHEET 6 OF 25 4 3 2 1
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