Work Restrictions - Bowen Island

BOWEN ISLAND FIREHALL ADDENDUM No. 8 BOWEN ISLAND, BC 19-August-29

This Addendum forms part of the Contract Documents and is to be read, interpreted and coordinated with all other parts. The cost of all work contained herein shall be included in the Contract Sum. The following revisions supersede the information contained in the original drawings and specifications issued for the above named project to the extent referenced and shall become part thereof. 1.0 ARCHITECTURAL ADDENDUM #8 - GENERAL

1.1 SECTION 00 21 13 INVITATION TO BIDDERS 1. Part 1.1.1.b INVITATION TO BID

a. DELETE “up to 3:00:00 p.m. PST, on Thursday, September 05, 2019” and REPLACE with “up to 3:00:00 p.m. PST, on Thursday, September 12, 2019”

2. Part 1.7.1 ENQUIRIES AND ADDENDA a. DELETE second sentence “The period for answering questions will

close end of day Friday, August 23rd, 2019” and REPLACE with “The period for answering questions will close end of day Friday, September 4th, 2019”

2.0 ARCHITECTURAL ADDENDUM #8 – APPROVAL OF EQUALS 1. Nothing issued.

3.0 ARCHITECTURAL ADDENDUM #8 - Specifications 1. Nothing issued.

3.0 ARCHITECTURAL ADDENDUM #8 - Drawings 3.1 Drawing A1.1 Notes + Schedules

1. ADD window tag to window type W8b, as per AR-05

3.2 Drawing A3.1 Floor Plan 1. REPLACE window type W2 with W8b at the north wall of Room 102 “EP Office”.

See AR-04 2. REVISE positions of SCBA Air Compressor (N.I.C.) and Cascade Tanks (N.I.C.)

as per AR-06 3. General Notes

a. ADD the following note i. For apparatus bay floor finishing grades, slopes and details

see 2/A5.3

3.3 Drawing A5.2 Interior Elevations 1. 1/A5.1 rm 119 – gear storage

a. REVISE positions of SCBA Air Compressor (N.I.C.) and Cascade Tanks (N.I.C.) as per AR-06

b. REVISE the following notes: i. From “compressor” to “compressor (N.I.C.)” ii. From “cascade tanks” to “cascade tanks (N.I.C.)”

2. 6/A5.2 rm 112 – utility room + rm 114 – workshop a. DELETE note “air drop” b. REPLACE with “compressed air line to be surface mounted (coord. w/

mech)”

4.0 STRUCTURAL ADDENDUM – 7 pages 4.1 1. See attached Structural addendum #1

5.0 MECHANICAL ADDENDUM – 11 pages 1. See attached Mechanical addendum #1

BOWEN ISLAND FIREHALL ADDENDUM No. 8 BOWEN ISLAND, BC 19-August-29

6.0 ELECTRICAL ADDENDUM – 0 pages 1. Nothing issued.

7.0 LANDSCAPE ADDENDUM – 0 pages 1. Nothing issued.

8.0 CIVIL ADDENDUM – 1 page 1. See attached Civil addendum #1

END OF ADDENDUM NO. 8

102

103

EP OFFICE102

W2H

W

1105

AA

W1b

1745 AR-042

7.1

B

WINDOW TYPE W1b

ADD METAL HEADER

ADD METAL SILL

B

Sheet Title Scale:

Date:Bowen IslandFirehall

EP OFFICE - WINDOWUPDATE

1:50 AR-0419-AUG-29

scale - 1 : 50main floor1

scale - 1 : 50ep office - east elevation2

2500

700

1600

200

2300

R.O

.

2700 R.O.

900 1000 800

W8b

Sheet Title Scale:

Date:Bowen Island Firehall WINDOW TYPE W8b - TAG ADDED N.T.S. AR-05

19-AUG-29

n.t.s.scale -window type - W8b1

54H

120SCBA

COMP RM121

RIP 'N' RUN122

123J 12

1

120

A

1

2

FD

WT-

1AWT-

10

WT-

5A

WT-5A

AAAA

SCBA COMPRESSOR (N.I.C.)

SCBA CASCADE TANKS (N.I.C.)

Sheet Title Scale:

Date:Bowen Island Firehall ROOM 121 "COMP RM" - UPDATED SCBA

COMPRESSOR & CASCADE TANK POSITIONS1:50 AR-0619-AUG-29

Addendum

DATE: August 29, 2019 PROJECT No.: 1231-043 Attn: Kim Johnston PROJECT NAME: Johnston Davidson Architecture + Planning Inc Bowen Island Firehall 301 - 877 East Hastings Street Vancouvert BC. V6A 3Y1 T: 604-684-3338 From: Evan Cheung 6 Pages Following

AD-#08 (Structural AD#01) 1. This Addendum shall be read in conjunction with and considered as an integral part of the Contract Documents; revisions

supercede the information contained in the original drawings, specifications or previously issued Addendum. 2. Tender Price submitted shall include all items of this Addendum. 3. No consideration will be allowed for any extras due to any bidder not being familiar with the contents of this Addendum.

Addendum #08 – Structural Addendum #01 S102 – GENERAL NOTES

Added Mass Timber Beam Approved Alternate to Glulam Beams notes

S201 – FOUNDATION PLAN

Clarified zone reinforcing at hold-downs by adding reference note

Added Shearwall along GL C

Specified Concrete Apron Slab

Revised extents of slab thickening in compressor room for SCBA compressor

Added exterior slab for heat pump

S202 – MEZZANINE & LOWER ROOF FRAMING PLAN

Removed concrete housekeeping pads for tanks

Added beams along edge of tanks & HRV units for solid fastening

Added beams E/S of duct opening in mezzanine floor

Revised two sections of mezzanine framing underneath tanks & HRV units

Revised snow drift diagram

Added glulam alternate note for glulam members

Added Shearwall 1 at GL C

Revised detail at entry canopy connection to building

S203 – APPARATUS BAY ROOF FRAMING PLAN

Added HSS 76x38x6.4 between flutes at overhangs along GL C & H for the apparatus bay roof

Added glulam alternate note for glulam members

Added Shearwall 1 at GL C

S402 – SECTIONS

Revised beam to beam connection at canopy intersection to building

S403 – ROOF SECTIONS

Revised roof sections 4 & 8 for HSS members in between deck flutes

End of Addendum

ALL STEEL WORK SHALL BE IN ACCORDANCE WITH CSA-S16 AND THE REVIEWED SHOP DRAWINGS.

THE STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INDICATE ALL DETAILS, FASTENERS, MATERIAL SPECIFICATIONS, FINISHES AND DESIGN LOADS.

A COPY OF THE FABRICATOR'S CANADIAN WELDING BUREAU CERTIFICATES SHALL BE INCLUDED WITH THE SHOP DRAWING SUBMISSION.

ALL WELDING SHALL BE IN ACCORDANCE WITH CSA W59 AND SHALL BE PERFORMED BY FABRICATORS "FULLY APPROVED" BY THE CANADIAN WELDING BUREAU UNDER CSA W55.3. FABRICATING SHOP TO HAVE A MINIMUM DIVISION 2.1 CERTIFICATION BY THE CANADIAN WELDING BUREAU TO THE REQUIREMENTS OF CSA W47.1 AND CSA W55.3 FOR RESISTANCE WELDING OF STRUCTURAL COMPONENTS. THE FABRICATOR SHALL SUBMIT PROOF OF CERTIFICATION PRIOR TO START OF WORK.

ALL WELDING ELECTRODES SHALL CONFORM TO CSA W48.

JOINTS THAT ARE TO BE WELDED SHALL BE KEPT FREE OF ALL FOREIGN MATTER INCLUDING PAINT, PRIMER OR OTHER COATINGS WHICH COULD BE DETRIMENTAL TO ACHIEVING A SOUND WELDMENT.

CONNECTIONS NOT DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED FOR THE UNFACTORED LOADS INDICATED ON THE DRAWINGS. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS CONNECTION DETAILS ARE SCHEMATIC ONLY AND FINAL CONNECTION CONFIGURATION IS THE RESPONSIBILITY OF THE FABRICATOR. USE A MINIMUM OF 2-M20 (3/4") A325 BOLTS PER CONNECTION. CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISH COLUMBIA. CONNECTIONS SHALL BE DESIGNED TO CSA-S16 TO RESIST FORCES, MOMENTS AND SHEARS INDICATED ON THE PLANS. IN INSTANCES OF NON-COMPLIANCE, THE FABRICATOR SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS ASSOCIATED WITH ACHIEVING COMPLIANCE WITH THE STANDARD.

CONNECTIONS DETAILED ON THESE STRUCTURAL DRAWINGS SHALL BE FABRICATED AND ERECTED AS SHOWN. ALTERNATIVES MAY BE CONSIDERED AT THE SOLE DISCRETION OF THE STRUCTURAL ENGINEER OF RECORD BUT MUST BE PRE-APPROVED BY SAME. WHERE AN ALTERNATIVE IS APPROVED IT SHALL BE AT NO ADDITIONAL COST TO THE OWNER AND SHALL NOT NEGATIVELY IMPACT CONSTRUCTION SCHEDULE.

FABRICATOR SHALL INCREASE WELD SIZES TO ACCOMMODATE SLOT WIDTHS SO THAT LEG SIZE AS SPECIFIED IS FULLY ON STEEL CONNECTION ELEMENT. FINAL WELD SIZE TO BE SHOWN ON THE SHOP DRAWINGS.

THE STRUCTURE USES A _______________________ SEISMIC SYSTEM.

STEEL USED IN THE SEISMIC FORCE RESTRAINING SYSTEM (SFRS) SHALL BE LIMITED TO CSA G40.20/G40.21, ASTM A913/A913M, ASTM A992/A992M, OR ASTM 1085.

BOLT AND ANCHOR RODS SHALL BE LONG ENOUGH THAT THE END OF THE BOLT OR ROD IS OUTSIDE THE FACE OF THE NUT.

ALL BOLTS WITH OVERSIZED BOLT HOLES SHALL BE SLIP CRITICAL.

SECONDARY STRUCTURAL ELEMENTS ARE TO BE DETAILED SUCH THAT THEY DO NOT IMPOSE DIRECT LOAD TRANSFER TO THE SFRS (SEISMIC FORCE RESISTING SYSTEM) WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD.

ALL WELDED, HEADED STUDS, AND WELDED DEFORMED BAR ANCHORS SHALL BE INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS IN ACCORDANCE WITH CSA W55.3.

DO NOT FIELD BURN BASE PLATE HOLES OR CONNECTION BOLT HOLES UNLESS APPROVED IN WRITING BY THE ENGINEER. NO FIELD CUTTING OR ALTERATION OF STRUCTURAL MEMBERS IS TO OCCUR WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.

IF ANCHOR BOLTS ARE MISPLACED OR BOLT HOLES MISALIGNED, INFORM THE ENGINEER.

EXCEPT PARTS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR GALVANIZED OR UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL STEEL WORK SHALL BE SHOP PRIMED. PRIMING SHALL BE IN ACCORDANCE WITH CISC-CPMA-1-73a "QUICK DRYING PRIMER" WHEN NO TOP COAT IS REQUIRED AND IN ACCORDANCE WITH CISC-CMPA-2-75 WHEN A TOP COAT IS SPECIFIED. IF A TOP COAT IS SPECIFIED, THE PRIMER SHALL BE SELECTED ENSURING COMPATIBILITY WITH THE SPECIFIED SYSTEM. ITEMS SPECIFIED TO BE GALVANIZED SHALL BE HOT DIPPED GALVANIZED TO ASTM A 123/A 123M, MINIMUM ZINC COATING OF 600g/sq.m. FIELD TOUCH-UP ALL ABRASIONS, SCRATCHES, WELDS OR BOLTS WITH GALVACON OR EQUIVALENT.

ALL EXTERIOR STEEL WORK AND STEEL PROTRUDING THROUGH THE BUILDING ENVELOPE SHALL BE HOT DIPPED GALVANIZED.

GROUT UNDER BASE PLATES TO BE NON-SHRINK 48 MPa (7000 psi) AT 28 DAYS.

PROVIDE STRUCTURAL STEEL TO CSA G40.20-04/G40.21-04 OR ASTM A992 WITH THE FOLLOWING GRADES:

PIPE RAILINGS 240W (35W) TO ASTM A53WIDE FLANGE BEAMS AND COLUMNS 350W (50W) TO ASTM A992/A992M OR ASTM A913/A913M

GRADE 50CHANNELS AND ANGLES 300W (44W)HSS SECTIONS 350W (50W) CLASS 'C' OR ASTM 1085MISCELLANEOUS STEEL PLATES 300W (44W)

BOLT SIZING SHALL BE AS NOTED ON DRAWINGS AND DETAILS. PROVIDE BOLTS TO CSA G40.21-04 (R2009) WITH THE FOLLOWING GRADES:

ERECTION BOLTS TO ASTM A325FINAL BOLTED CONNECTIONS; ASTM A325 UNLESS NOTED OTHERWISEANCHOR BOLTS SHALL MEET THE REQUIREMENTS OF ASTM F1554, GRADE 36 (36 ksi YIELD STRENGTH)

WHEN ASTM 490/490M BOLTS ARE USED, THEY SHALL HAVE A ZINC/ALUMINUM COATING MEETING THE REQUIREMENTS OF ASTM F1136 GRADE 3, CORRESPONDING WASHERS SHALL BE COASTED AS PER ASTM F1136 GRADE 3 DIP-SPIN, AND NUTS SHALL BE COASTED AS PER ASTM F1136 GRADE 5 DIP-SPIN.

THREADED ROD SHALL BE TO ASTM F1554 GRADE 36 (36 ksi YIELD STRENGTH)

ALL PERIMETER DECK ANGLES REQUIRED TO BE CONTINUOUS AND FUNCTION AS PART OF THE ASSOCIATED DIAPHRAGM. PERIMETER ANGLE CONTINUITY SHALL BE MAINTAINED THROUGH THE USE OF FULL STRENGTH BUTT WELD OR SPLICE PLATES SIZED AND WELDED TO DEVELOP FULL TENSION CAPACITY OF ANGLE. UNLESS NOTED ON THE PLANS OR IN DETAILS, THE PERIMETER ANGLE SHALL BE A MINIMUM SIZE OF L75x75x6 (L3"x3"x1/4")

THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING DURING CONSTRUCTION. THE BRACING SHALL BE DESIGNED, INSTALLED AND MAINTAINED BY THE CONTRACTOR. THE BRACING SHALL BE REMOVED ONLY AFTER PERMANENT ROOF AND FLOOR DIAPHRAGMS, SHEAR WALLS AND BRACING ARE COMPLETE.

THE CONTRACTOR SHALL PROVIDE SEAL WELDED CLOSURE PLATES AT ALL OPEN ENDS OF EXTERIOR HSS COLUMNS. PLATE THICKNESS SHALL BE MINIMUM OF 6 mm (1/4") UNLESS NOTED OTHERWISE.

THE ARCHITECT IS RESPONSIBLE FOR ENSURING ADEQUATE FIRE PROTECTION FOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH CAN/ULC-S101.

WELDING OF STEEL USED IN THE 'SFRS' SHALL BE MADE WITH FILLER METALS THAT HAVE A MINIMUM AVERAGE CHARPY V-NOTCH IMPACT TEST VALUE OF 27J AT -18°C. THE IMPACT TESTS SHALL BE CERTIFIED IN ACCORDANCE WITH CSA W48-06. IN ADDITION, DEMAND CRITICAL WELDS SHALL BE MADE WITH FILLER METALS THAT HAVE A MINIMUM AVERAGE CHARPY V-NOTCH IMPACT TEST VALUE OF 54J AT __°C. DEMAND CRITICAL WELDS SHALL BE INDICATED ON THE DRAWINGS.

ALL BOLTS USED IN CONNECTIONS OF THE 'SFRS' SHALL BE PRE-TENSIONED AND HAVE SURFACES OF CLASS 'A' OR BETTER.

AT EVERY STOREY, THE TWO DISCONTINUOUS FRAMING MEMBERS IN EVERY CROSS BRACING BAY SHALL BE FABRICATED FROM THE SAME HEAT.

"PROTECTED ZONES" OF THE 'SFRS' AS INDICATED ON THE DRAWINGS SHALL NOT HAVE ANY ATTACHMENTS OR PENETRATIONS WITHIN THE ZONE. THIS INCLUDES BUT IS NOT LIMITED TO: WELDING, BOLTING, SCREWING, POWDER ACTUATED PIN CONNECTIONS, FACADES, PARTITIONS, DUCTWORK AND PIPING. PUDDLE WELDING TO SECURE DECKING IS THE ONLY EXCEPTION ALLOWED. PROTECTED ZONES MUST BE CLEARLY INDICATED ON SITE BY MEANS OF COATINGS AND LABELS ON BOTH SIDES OF THE MEMBER WITH LARGE LETTERING CONVEYING THE RESTRICTIONS.

STRUCTURAL STEEL HEL-024

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

METAL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH CSA-S136. STEEL DECK WORK SHALL BE DONE IN ACCORDANCE WITH CANADIAN SHEET STEEL BUILDING INSTITUTE STANDARDS (CSSBI) FOR STEEL ROOF DECK, 10M OR 12M AS APPROPRIATE.

METAL DECK SHALL MEET THE REQUIREMENTS OF ASTM A1011/A1011M.

THE DECK SUPPLIER SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INDICATE ALL DETAILS, MATERIAL SPECIFICATIONS AND DESIGN LOADS.

ALL DECKING, INCLUDING ACOUSTIC DECK, TO HAVE FLAT SIDE LAPS SUITABLE FOR VERTICALLY INSTALLED SELF-TAPPING SCREWS AS SPECIFIED IN THE DECK FASTENING SCHEDULE.

DECKING TO BE ZINC-IRON ALLOY (ZF) COATED STEEL SHEET TO ASTM A446M OR CSSBI 101M STRUCTURAL QUALITY GRADE A OR B, WITH ZF075 WIPED COATED ZINC. FOR INTERIOR SURFACES NOT EXPOSED TO WEATHER, UNPAINTED FINISH, MINIMUM BASE STEEL THICKNESS TO BE 20 GAUGE UNLESS NOTED OTHERWISE. SEE DECK SCHEDULE ON PLAN. PRIMER TO BE ZINC RICH, READY MIX TOCGSB 1-GP-181M. ALL DECKING MATERIALS TO BE NEW.

ACOUSTIC DECK TO BE 20 GAUGE MINIMUM BASE STEEL THICKNESS, DEPTH AS INDICATED ON THE DRAWINGS, WITH INSULATING STRIPS FOR FLUTES.

ANY DAMAGED MATERIAL IS TO BE REPLACED AT NO EXPENSE TO THE OWNER.

OPENINGS THROUGH DECKING SMALLER THAN 150 mm x 150 mm (6" x 6") DO NOT REQUIRE REINFORCING. OPENINGS LARGER THAN 150 mm x 150 mm (6" x 6") BUT SMALLER THAN 450 mm x 450 mm (18" x 18") TO BE REINFORCED BY DECK SUPPLIER. OPENINGS LARGER THAN 450 mm x 450 mm (18" x 18") TO BE REINFORCED AS DETAILED ON THE DRAWINGS.

DECK SHALL BE FASTENED BY PINS OR SCREWS TO SUPPORTING STRUCTURE AS SPECIFIED ON DRAWINGS. LAP CONNECTIONS SHALL BE BY SCREWS AS SPECIFIED ON THE STRUCTURAL DRAWINGS.

INSTALL 0.9 mm x 200 mm (18" ga. x 8") WIDE COVER PLATE AT ALL JOINTS WHERE DECK CHANGES DIRECTION. CONNECT WITH #12 SCREWS AT 300 mm (12") o/c EACH SIDE OF JOINT.

DECK FASTENING, OTHER THAN PUDDLE WELDING, IS NOT PERMITTED IN THE PROTECTED ZONES SHOWN ON THE DRAWINGS.

METAL DECK HEL-026

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ALL SCL MEMBERS SHALL BE DESIGNED AND MANUFACTURED TO ASTM D5456.

LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) SHALL CONFORM TO CAN/CSA-086.

THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE MANUFACTURER SHALL INSPECT THE INSTALLED PRODUCT TO VERIFY CORRECT INSTALLATION NAND PROVIDE THE STRUCTURAL ENGINEER WITH WRITTEN CONFIRMATION OF SUCH PRIOR TO THE STRUCTURAL ENGINEER CERTIFYING THE FRAMING AS BEING COMPLETE.

STRUCTURAL COMPOSITE LUMBER (SCL) MEMBERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. MEMBERS SHALL BE PROTECTED FROM MOISTURE AS PER THE MANUFACTURER'S WRITTEN REQUIREMENTS WHEN STORED ON SITE AND AFTER INSTALLATION.

LVL MEMBERS SHALL BE GRADE 1.9E UNLESS NOTED OTHERWISE. BEAMS UP TO 3 PLY WIDE SHALL BE NAILED TOGETHER AND 4 PLY BEAMS BOLTED TOGETHER IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

PSL MEMBERS SHALL BE GRADE 2.0E UNLESS NOTED OTHERWISE.

DRILLING, NOTCHING AND CUTTING OF MEMBERS IS NOT PERMITTED UNLESS APPROVED BY THE PROJECT ENGINEER. SUCH APPROVAL SHOULD BE REQUESTED WITH THE SHOP DRAWING SUBMISSION.

SUPPLIERS OF FRAMING MATERIALS USING SYSTEMS NOT CALLED FOR ON THE STRUCTURAL DRAWINGS SHALL RECEIVE APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO SHOP DRAWING PRODUCTION. THE APPLICATION SHALL INCLUDE THE PRODUCTS TECHNICAL LITERATURE WHICH SHALL BE SUFFICIENT FOR THE ENGINEER TO DETERMINE THE SYSTEM AND PRODUCT SUITABILITY ON THE PROJECT.

STRUCTURAL COMPOSITE LUMBER (SCL) HEL-033

1.

2.

3.

4.

5.

6.

7.

8.

ALL INSPECTIONS SHALL BE PERFORMED BY A COMPANY CERTIFIED TO CSA W178.1 AND EMPLOYING FIELD INSPECTORS CERTIFIED TO CSA W178-2. BOTH SHALL BE CERTIFIED FOR THE RELEVANT CLASS OF INSPECTION AND ARE HEREAFTER REFERRED TO AS THE INSPECTOR. INSPECTION PROCEDURES SHALL BE AS OUTLINED BELOW.

ALL MOMENT FRAME AND BRACED FRAME WELDS SHALL BE TESTED BY NON-DESTRUCTIVE MEANS(X-RAY OR ULTRASONIC).

ALL WELDS ARE TO BE VISUALLY INSPECTED BY AN APPROVED TESTING COMPANY RETAINED BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS AND PROVIDING SUITABLE AND SAFE ACCESS TO THE WORK BEING INSPECTED.

ALL FAILURES IDENTIFIED BY THE TESTING AND INSPECTIONS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COST OF ADDITIONAL TESTING TO CONFIRM CONFORMANCE WITH SPECIFICATIONS SHALL BE BORNE BY THE CONTRACTOR.

SUBMIT ALL TEST REPORTS TO THE STRUCTURAL ENGINEER FOR REVIEW. DO NOT COVER MEMBERS AND THEIR CONNECTIONS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

WELDING INSPECTIONS HEL-028

1.

2.

3.

4.

5.

ALL WOOD FRAMING, INCLUDING BRIDGING, NAILING AND OTHER DETAILS, SHALL BE AS INDICATED ON THE STRUCTURAL DRAWINGS AND COMPLY WITH CAN/CSA-086 AND THE CURRENT BRITISH COLUMBIA BUILDING CODE.

ALL NAILS SHALL MEET ASTM F1667 REQUIREMENTS FOR ENGINEERED CONSTRUCTION NAILS.

WOOD SCREWS SHALL MEET THE REQUIREMENTS OF ASME B18.61.

BOLTS SHALL HAVE PRE-DRILLED HOLES 1-2 mm LARGER THAN THE BOLT DIAMETER.

LAG SCREWS SHALL CONFORM TO CSA B34. PRE-DRILLED HOLES FOR LAG SCREWS MAY BE LUBRICATED WITH SOAP OR OTHER NON-PETROLEUM BASED LUBRICANT.

THE USE OF FINGER JOINTED WOOD SHALL BE RESTRICTED TO VERTICAL MEMBERS UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER OF RECORD.

SHEAR WALLS SHALL BE CONSTRUCTED AS DETAILED ON THE DRAWINGS. ALL COUPLERS FOR HOLD DOWN RODS SHALL HAVE MIN 125% CAPACITY OF CONNECTING RODS AND SHALL HAVE "WITNESS" HOLES AS PER SIMPSON STRONG-TIE CNW COUPLER NUTS OR EQUIVALENT.

FLOOR SHEATHING AND ROOF SHEATHING TO BE AS DETAILED ON THE DRAWINGS. PANEL EDGE NAILING PATTERN SHALL ALSO APPLY TO DRAG STRUTS AND DIAPHRAGM EDGES.

THE FOLLOWING MINIMUM SHANK DIAMETERS SHALL APPLY TO NAILS SPECIFIED ON THE STRUCTURAL DRAWINGS, IN PARTICULAR SHEARWALL SHEATHING, FLOOR AND ROOF DIAPHRAGMS:

NAIL SIZE MINIMUM SHANK DIAMETER

57 mm (2 1/4") 2.52 mm (0.099")65 mm (2 1/2") 3.33 mm (0.131")75 mm (3") 3.76 mm (0.148")83 mm (3 1/4") 3.76 mm (0.148")89 mm (3 1/2") 4.12 mm (0.162")

DIAPHRAGM AND SHEARWALL NAILS SHALL BE FULL HEADED NAILS.

DIAPHRAGM AND SHEARWALL NAILS SHALL NOT BE LESS THAN 10 mm (3/8") FROM THE EDGE OF THE PANEL OR EDGE OF THE FRAMING MEMBER.

DIAPHRAGM AND SHEARWALL NAILING SHALL NOT BE OVER-DRIVEN BY MORE THAN THE FOLLOWING;

PANEL THICKNESS OVER-DRIVE

9.5 mm (3/8") 1.4 mm (0.056")12.5 mm (1/2") 1.9 mm (0.075")15.9 mm (5/8") 2.4 mm (0.094")19.0 mm (3/4") 2.9 mm (0.113")

ALL STRUCTURAL LUMBER SHALL COMPLY WITH CSA-0141 AND SHALL BE KILN DRIED TO MAXIMUM 19% MOISTURE CONTENT PRIOR TO INSTALLATION.

ALL WOOD FRAMING TO BE SPF #2 OR BETTER UNLESS NOTED OTHERWISE, BEARING THE GRADE STAMP OF AN AGENCY CERTIFIED BY THE CANADIAN LUMBER STANDARDS ACCREDITATION BOARD.

PLYWOOD FOR ROOFS, FLOORS AND WALLS SHALL BE EXTERIOR GRADE DOUGLAS FIR PLYWOOD TO CSA-0121 OR CANADIAN SOFTWOOD PLYWOOD TO CSA-0151. OSB MAY BE SUBSTITUTED FOR PLYWOOD ON INTERIOR SHEARWALLS ONLY. OSB SHALL BE EXTERIOR GRADE CONFORMING TO CSA 0437.0 SERIES-93 (R2011). SUBSTITUTION MUST BE APPROVED BY THE PROJECT ENGINEER IN WRITING.

PLYWOOD THICKNESS EQUIVALENT OSB MARK

9.5mm (3/8") 2R2412.5mm (1/2") 2R32 / 2F16 OR 1F1615.9mm (5/8") 2R40/ 2F20

PLYWOOD PANELS FOR FLOORS AND ROOFS SHALL BE LAID WITH A HALF-SHEET STAGGER AND BE FASTENED TO SUPPORTS WITH 65 mm (2 1/2") COMMON NAILS AT 150 mm (6") o/c ALONG PANEL EDGES AND 300 mm (12") o/c ALONG INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE PLANS. THICKNESS AS NOTED ON THE DRAWINGS.

PLYWOOD PANELS FOR WALLS SHALL BE LAID WITH A HALF-SHEET STAGGER AND BE FASTENED TO SUPPORTS WITH 65 mm (2 1/2") COMMON NAILS AT 75 mm (3") o/c ALONG PANEL EDGES FOR BLOCKED EDGES, 150 mm (6") o/c FOR UNBLOCKED EDGES, AND 300 mm (12") o/c ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE ON THE PLANS. PLYWOOD THICKNESS AS NOTED ON THE DRAWINGS.

SHEARWALL PANELS SHALL NOT BE GLUED IN PLACE UNLESS PRIOR APPROVAL IS RECEIVED FROM THE ENGINEER OF RECORD.

PLYWOOD FOR DIAPHRAGMS AND SHEARWALLS SHALL HAVE A 2 mm GAP BETWEEN PANELS.

EXTERIOR WALLS TALLER THAN 2400 mm (8'-0") SHALL HAVE ALL PANEL EDGES BLOCKED WITH 38 x 89 (2 x 4) ON THE FLAT.

'ACQ' (AMINE COPPER QUAT) PRESSURE TREATED WOOD SHALL BE USED WHERE SPECIFIED ON THE DRAWINGS, WHERE TIMBER COMES IN DIRECT CONTACT WITH CONCRETE OR MASONRY, AND WHERE IT IS EXPOSED TO THE WEATHER. CUT SURFACES OF TREATED TIMBER ARE TO RECEIVE A BRUSH APPLIED COAT OF COLOURED PRESERVATIVE. WORK SHALL BE IN ACCORDANCE WITH CSA-080 SERIES-08. 'CCA' (CHROMATED COPPER ARSENATE) IS NOT TO BE USED. TREATED WOOD PRODUCTS SHALL BEAR THE STAMP OF THE CANADIAN WOOD PRESERVERS BUREAU (CWPB).

FASTENERS FOR USE IN ACQ TREATED TIMBER SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A653, CONNECTORS SHALL HAVE A G185 GALVANIZED DESIGNATION OR MEET ASTM A123. ALTERNATIVELY, ALL METAL CONNECTORS, INCLUDING NAILS, BOLTS, HANGERS, HOLD-DOWNS, STEEL STRAPS, POST BASES, ETC., SHALL BE STAINLESS STEEL TYPES 304 OR 316. REFER ALSO TO THE PRESERVATIVE MANUFACTURER'S WRITTEN RECOMMENDATIONS.

WALL STUDS SHALL NOT BE NOTCHED, DRILLED OR OTHERWISE DAMAGE SO THAT THE UNDAMAGED PORTION OF THE STUD IS LESS THAN TWO-THIRDS OF THE DEPTH OF THE STUD IF THE STUD IS LOADBEARING OR 40 mm (1 1/2") IF THE STUD IS NON-BEARING, UNLESS THE WEAKENED STUDS ARE SUITABLY REINFORCED. SUCH REINFORCEMENT SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO THE REINFORCING BEING CARRIED OUT.

TOP AND BOTTOM PLATES IN WALLS SHALL NOT BE NOTCHED, DRILLED OR OTHERWISE DAMAGED SO THAT THE UNDAMAGED WIDTH IS LESS THAN 50 mm (2"), UNLESS THE WEAKENED PLATES ARE SUITABLY REINFORCED. SUCH REINFORCEMENT SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO THE REINFORCING BEING CARRIED OUT. IF PLATES ARE TO BE USED AS DRAG STRUTS, SEE DETAILS.

ALL POSTS, INCLUDING 2-PLY POSTS, ARE TO BE CARRIED DOWN TO BEARING AND SOLID BLOCKED AT EACH FLOOR LEVEL.

EXCEPT AT SHEARWALLS, ANCHOR BOLTS SHALL BE 16 Ø x 200 LONG @ 1200 mm o/c (5/8" Ø x 8" @ 48" o/c) MAXIMUM. LOCATE BOLTS WITHIN 300 mm OF EACH WALL END AND EACH SIDE OF OPENINGS WHICH EXTEND TO THE TOP OF CONCRETE. REFER TO SHEARWALL SCHEDULE FOR SHEARWALL ANCHOR BOLTS.

ALL BOLTS USED IN WOOD FRAME CONSTRUCTION SHALL CONFORM TO ASTM A307 OR SAE J429 GRADE 2. THREADED ROD SHALL BE TO ASTM F1554 GRADE 36 (36 ksi YIELD STRENGTH). USE OF OTHER BOLTS MUST BE PRE-APPROVED BY THE ENGINEER OF RECORD.

ALL CONNECTORS AND FRAMING ANCHORS SPECIFIED ON THE DRAWINGS ARE BY SIMPSON STRONG-TIE UNLESS NOTED OTHERWISE. ALTERNATIVES MUST BE PRE-APPROVED BY THE ENGINEER OF RECORD PRIOR TO ORDERING. INSTALLATION OF COMPONENTS AND ASSEBMLIES, INCLUDING STRONG-WALL SHEAR WALLS AND STRONG FRAMES, SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR SHOP DRAWINGS.

WOOD FRAME CONSTRUCTION HEL-029

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

GLULAM MEMBERS ARE TO BE DESIGNED IN ACCORDANCE WITH CAN/CSA-086 AND CSA-0122 TO RESIST SHEAR MOMENTS AND FORCES INDICATED.

LUMBER USED IN THE MANUFACTURE OF GLULAM MEMBERS SHALL BE KILN DRIED TO MAXIMUM 19% MOISTURE CONTENT PRIOR TO FABRICATION.

GLULAMS SHALL BE FABRICATED TO CAN/CSA-0122 USING ADHESIVE SUITABLE FOR THE GRADE OF SERVICE AND MEETING THE REQUIREMENTS OF CAN/CSA-0122. SEE PLANS FOR TIMBER SPECIES AND SERVICE CLASSIFICATION.

MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH CAN/CSA-0122 AND IN A PLANT CERTIFIED BY CSA TO THE REQUIREMENTS OF CAN/CSA-0177. THEY SHALL CARRY AUTHORIZATION LABELS TO INDICATE MANUFACTURE IN A CERTIFIED PLANT.

THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE MANUFACTURER SHALL INSPECT THE INSTALLED PRODUCT TO VERIFY CORRECT INSTALLATION AND PROVIDE THE STRUCTURAL ENGINEER WITH WRITTEN CONFIRMATION OF SUCH PRIOR TO THE STRUCTURAL ENGINEER CERTIFYING THE STRUCTURE AS BEING COMPLETE.

GLULAMS EXPOSED TO VIEW SHALL HAVE APPEARANCE GRADE WITH SANDED SURFACES.

ALL GLULAMS ARE TO RECEIVE A CLEAR, NON-YELLOWING SEAL COAT EXCEPT WHERE A STAINED FINISH OR PRESERVATIVE TREATMENT IS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR FINISHING REQUIREMENTS.

MEMBERS ARE TO BE PROTECTED AGAINST DAMAGE FROM MOISTURE DURING TRANSPORTATION, STORAGE ON SITE AND AFTER ERECTION. CORNERS SHALL BE PROTECTED AGAINST PHYSICAL DAMAGE WITH WOOD BLOCKING. STORE AND HANDLE MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

GLULAM TO GLULAM CONNECTIONS ARE TO BE DESIGNED BY THE MANUFACTURER. CONNECTIONS TO OTHER MATERIALS SHALL BE AS DETAILED ON THE STRUCTURAL DESIGN DRAWINGS AND COORDINATED WITH THE WORK OF OTHER TRADES.

THE MANUFACTURER IS TO INDICATE ALL REQUIRED FASTENERS SUCH AS SPLIT RING AND SHEAR PLATE CONNECTORS, SIDE PLATES, DRIFT PINS, BOLTS AND GLULAM RIVETS. BOLTS AND DRIFT PINS SHALL BE TO ASTM A307. THREADED ROD SHALL BE TO ASTM F1554 GRADE 36 (36 ksi YIELD STRENGTH).

GLULAMS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S ERECTION DRAWING. PROVIDE TEMPORARY BRACES AND ANCHORS UNTIL PERMANENTLY SECURED BY THE STRUCTURE. ADEQUATE PROVISIONS SHALL BE MADE FOR ERECTION STRESSES.

DO NOT FIELD CUT OR OTHERWISE ALTER GLULAM MEMBERS WITHOUT THE ENGINEERS PRIOR WRITTEN CONSENT. IF APPROVAL IS GIVEN TOUCH-UP END CUTS WITH PRESERVATIVE, SEALER OR FINISH.

ALL CONNECTIONS NOT DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED FOR THE UNFACTORED LOADS INDICATED ON THE DRAWINGS. CONNECTION DETAILS ARE SCHEMATIC ONLY UNLESS NOTED OTHERWISE. FINAL CONNECTION CONFIGURATION IS THE RESPONSIBILITY OF THE FABRICATOR. USE A MINIMUM OF 2-M20 (3/4") A307 BOLTS PER CONNECTION. CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISH COLUMBIA. CONNECTIONS SHALL BE DESIGNED TO CSA-S16-09 TO RESIST FORCES, MOMENTS AND SHEARS INDICATED ON THE PLANS. IN INSTANCES OF NON-COMPLIANCE, THE FABRICATOR SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS ASSOCIATED WITH ACHIEVING COMPLIANCE WITH THE STANDARD.

CONNECTIONS SHALL BE FABRICATED FROM STEEL CONFORMING TO CAN/CSA-G40.21 AND SHOP PRIMED WHERE SPECIFIED CONNECTIONS SHALL BE HOT DIP GALVANIZED TO ASTM A 123/A 123M.


GLULAM MEMBERS HEL-034

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

THE FALL PROTECTION SYSTEM IS TO BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISH COLUMBIA IN ACCORDANCE WITH WORKSAFE BC OHS REGULATIONS AND CAN/CSA-S16 AND CAN/CSAS-136 TO RESIST FORCES AND ALLOW FOR REQUIRED MOVEMENTS.

DESIGN AND DETAILING OF THE SYSTEM SHALL MEET THE REQUIREMENTS OF THE ROOFING CONTRACTORS ASSOCIATION OF BRITISH COLUMBIA (RCABC) ROOFING PRACTICES MANUAL AND THE BUILDING ENVELOPE DETAILS AND SPECIFICATIONS FOR THE PROJECT.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INDICATE ALL COMPONENTS, CONNECTIONS, FASTENERS, MATERIAL SPECIFICATIONS, FINISHES AND DETAILS. DETAILS SHALL INCLUDE CONNECTIONS TO THE PRIMARY STRUCTURAL SUPPORT ELEMENTS AND THE ASSOCIATED LOADS AND MOMENTS. THE DESIGN IS TO BE COORDINATED WITH THE WORK OF OTHER TRADES.

THE CONTRACTOR IS TO PROVIDE ALL NECESSARY LABOUR, MATERIALS AND EQUIPMENT FOR THE FABRICATION AND INSTALLATION OF THE FALL PROTECTION SYSTEM. THIS SHALL INCLUDE A TEMPORARY FALL PROTECTION SYSTEM IF REQUIRED.

PROVIDE THE ARCHITECT WITH WRITTEN TESTING SCHEDULE AND PROCEDURES CERTIFIED BY THE SPECIALTY ENGINEER. COORDINATE TESTING WITH THE OWNERS REPRESENTATIVE AND WORKSAFE BC. PROVIDE SAFE ACCESS AND WORKING AREAS FOR SITE TESTING.

TEST REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT WITHIN ONE WEEK OF TEST DATE. FALL PROTECTION ELEMENTS WHICH FAIL ARE TO BE REPAIRED OR REPLACED AND RE-TESTED AT NO EXPENSE TO THE OWNER.

UPON COMPLETION OF THE WORK, THE SPECIALTY ENGINEER IS TO PROVIDE THE ENGINEER OF RECORD WITH A SCHEDULE "S" STATING THAT THE FALL PROTECTION SYSTEM HAS BEEN INSTALLED, FIELD REVIEWED AND TESTED IN ACCORDANCE WITH THE DESIGN DOCUMENTS AND ALL RELEVANT STANDARDS.

SUBMIT OPERATION AND MAINTENANCE INSTRUCTIONS TO THE ARCHITECT AND RECEIVE APPROVAL FOR SAME. OPERATIONAL CRITERIA TO BE IN ACCORDANCE WITH WORKSAFE BC.

FALL PROTECTION SYSTEMS HEL-047

1.

2.

3.

4.

5.

6.

7.

8.

DESIGN OF PREFABRICATED JOISTS SHALL BE CARRIED OUT IN ACCORDANCE WITH CAN/CSA-086.

PREFABRICATED JOISTS SHALL MEET THE REQUIREMENTS OF AND BE DESIGNED TO ASTM D-5055. ADHESIVES USED IN THEIR MANUFACTURE SHALL MEET CSA 0112.6 OR CSA 0112.7. ALTERNATIVE ADHESIVES MEETING CSA 0112.9 OR CSA 0112.10 MAY BE USED.

UNDER NO CIRCUMSTANCES SHALL FLANGES OF PREFABRICATED JOISTS BE NOTCHED OR CUT.

WEB OPENINGS, BEARING LENGTHS AND WEB STIFFENER REQUIREMENTS ARE THE RESPONSIBILITY OF THE MANUFACTURER.

FABRICATION OF PREFABRICATED JOISTS SHALL BE CARRIED OUT IN ACCORDANCE WITH CAN/CSA 3-086 AND THE REVIEWED SHOP DRAWINGS.

PREFABRICATED JOISTS SHALL BE TRANSPORTED, STORED AND ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS IN SUCH A MANNER THAT BENDING, WARPING, AND OVERTURNING ARE PREVENTED.

TEMPORARY HORIZONTAL AND VERTICAL BRACING OF JOISTS SHALL BE IMPLEMENTED UNTIL PERMANENT BRACING AND DECKING ARE INSTALLED.

THE PREFABRICATED JOIST MANUFACTURER SHALL ACCOMMODATE ALL OPENINGS IN ACCORDANCE WITH THE ARCHITECTURAL PLANS WITH APPROPRIATE GIRDERS. PROVIDE FOR ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL EQUIPMENT SUPPORTED BY THE ROOF OR FLOORS. REFER TO THE DRAWINGS OF THESE DISCIPLINES.

THE JOIST MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE MANUFACTURER SHALL INSPECT THE ERECTED JOISTS TO VERIFY CORRECT INSTALLATION AND PROVIDE THE STRUCTURAL ENGINEER WITH WRITTEN CONFIRMATION OF SUCH PRIOR TO THE STRUCTURAL ENGINEER CERTIFYING THE FRAMING AS BEING COMPLETE.

LATERAL SPLAY OF JOISTS TO BE LIMITED TO 13 mm (1/2") FROM TRUE ALIGNMENT.

DO NOT STACK PLYWOOD OR OTHER MATERIALS ON JOISTS BEFORE TEMPORARY BRACING OR SHEATHING HAS BEEN INSTALLED. UNDER NO CIRCUMSTANCES ARE APPLIED CONSTRUCTION LOADS TO EXCEED DESIGN LOADS.

LUMBER USED IN THE FABRICATION OF THE JOISTS IS TO BE SPF #2 OR BETTER, COMPLYING WITH CAN/CSA-0141 AND NLGA STANDARD RULES FOR CANADIAN LUMBER.

DO NOT CUT OR REMOVE JOIST MATERIAL WITHOUT THE PRIOR WRITTEN APPROVAL OF THE SPECIALTY STRUCTURAL ENGINEER.

THE JOIST MANUFACTURER SHALL PROVIDE FULL-HEIGHT BLOCKING BETWEEN JOISTS AT ALL EXTERIOR WALLS AND OVER SHEAR WALLS PERPENDICULAR TO JOIST SPANS. JOISTS SHALL BE ALIGNED OVER SHEAR WALLS WHEN SHEAR WALLS RUN PARALLEL TO JOISTS TO FACILITATE CONNECTION BETWEEN DIAPHRAGM AND SHEAR WALL. CHECK DRAWINGS FOR OTHER SIMILAR LOCATIONS.

PRE-ENGINEERED WOOD JOISTS HEL-030

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

THE REQUIREMENTS OF THIS SECTION SHALL APPLY TO THE STRUCTURAL SUPPORTING ELEMENTS OF ALL CRANES AND HOISTS INCLUDING OVERHEAD CRANES, GANTRY CRANES, UNDERSLUNG CRANES, JIB CRANES, AND MONORAILS.

HEROLD ENGINEERING LIMITED IS NOT RESPONSIBLE FOR THE DESIGN OF THE CRANE ITSELF, THE CRANE BRIDGE, OR CRANE RAILS UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS. THESE ELEMENTS SHALL BE DESIGNED, INSPECTED, TESTED, MAINTAINED AND OPERATED TO THE REQUIREMENTS OF CSA B167.

THE OWNER SHALL PROVIDE THE STRUCTURAL ENGINEER WITH CRANE SHOP DRAWINGS INDICATING CLEARANCES, POSITIONS, LIFTING CAPACITY, WEIGHT OF BRIDGE, TROLLEY AND LIFTING DEVICES, MAXIUMUM WHEEL LOADS, BRIDGE SPEED, BUMPER IMPACT LOADS, CMAA CRANE SERVICE CLASSIFICATION, AND ANY SPECIAL DESIGN CRITERIA.

CRANE RUNWAY BEAMS SHALL MEET THE ERECTION TOLERANCES OF CSA S16.

CRANE RUNWAY BEAMS SHALL NOT HAVE ANY ATTACHMENTS MADE TO THEM WITHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER.

ALL BOLTED STEEL-TO-STEEL CONNECTIONS IN CRANE SUPORTING ELEMENTS SHALL BE PRETENSIONED.

FOR THE PURPOSES OF FATIGUE DESIGN, ALL CRANE SUPPORTING ELEMENTS HAVE BEEN DESIGNED FOR A 50 YEAR SERVICE LIFE. THE STRUCTURAL ENGINEER SHOULD BE INFORMED IF A LONGER SERVICE LIFE IS REQUIESTED.

THE CRANE SUPPORTING ELEMENTS HAVE BEEN DESIGNED BASED ON THE SHOP DRAWINGS PROVIDED FOR THE SPECIFIC CRANE(S) AND NUMBER OF CRANES INDICATED ON THE PLANS. A STRUCTURAL ENGINEER MUST BE CONSULTED BEFORE USING A DIFFERENT CRANE, DIFFERENT NUMBER OF CRANES, OR MAKING ANY MODIFICATIONS TO EXISTING CRANES.

RAIL SPLICE BOLTS NEED NOT BE PRETENSIONED, BUT IT IS RECOMMENDED THAT THEY BE RETIGHTENED WITHIN 30 DAYS AFTER INSTALLATION AND EVERY 3 MONTHS THEREAFTER.

THE RATED CAPACITY OF ALL CRANES MUST BE PERMANENTLY INDICATED ON THE SUPERSTRUCTURE, HOIST, AND LOAD BLOCK, IN THE CASE OF MONORAIL CRANES, IT MUST ALSO BE INDICATED ON THE MONORAIL BEAM AT INTERVALS NOT EXCEEDING 10 METRES.

CRANES HEL-048

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CAN/CSA A23.1 AND A23.2.

CONCRETE MIXES, AGGREGATES AND CEMENTITIOUS MATERIALS, INCLUDING PORTLAND CEMENT AND PORTLAND LIMESTONE CEMENT, SHALL CONFORM TO CAN/CSA A23.1 AND A23.2 AND CAN/CSA A3000 AND SHALL HAVE THE FOLLOWING PROPERTIES BASED UPON PERFORMANCE CRITERIA PROPORTIONING:

CAST-IN-PLACE CONCRETE HEL-015

1.

2.

CLASS 28 DAY STRENGTH

EXPOSURE CEMENT TYPE

FOOTINGS 25 MPa(3500 psi)

F-2 GU

FOUNDATION WALLS & PIERS

25 MPa(3500 psi)

F-2 GU

EXT. SLAB ON GRADE

32 MPa(4600 psi)

C-2 GU

INT. SLAB ON GRADE

30 MPa(4000 psi)

N GU

PORTLAND LIMESTONE CEMENT (PLC) SHALL MEET THE REQUIREMENTS OF CSA A3000 FOR LIMESTONE CEMENTS.

CONCRETE TESTING SHALL BE CARRIED OUT BY THE CONTRACTOR AND PAID FOR BY THE OWNER AND SHALL BE IN ACCORDANCE WITH CAN/CSA A23.1 AND A23.2. THE MINIMUM NUMBER OF TESTS PERFORMED SHALL BE AS PER CSA A23.2. ADDITIONAL TESTING SHALL BE PERFORMED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL PROVIDE TESTING AGENCY WITH ADEQUATE NOTICE TO PROVIDE TESTING AS REQUIRED.

CHAMFER ALL EXPOSED EDGES OF CONCRETE WITH A 19 mm (3/4") CHAMFER UNLESS NOTED OTHERWISE.

CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH CAN/CSA A23.1 AND AS FOLLOWS UNLESS NOTED OTHERWISE:

INTERIOR SLABS: TROWELED FINISHEXTERIOR SLABS: BROOM FINISHWALLS (TYPICAL): FILL ALL DEFECTS LARGER THAN 25 mm (1") DIAMETER AND

GRIND RIDGES FLUSH WITH SURROUNDING SURFACESEXPOSED AGGREGATE: SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS

ALL CONCRETE CURING SHALL BE IN ACCORDANCE WITH CAN/CSA A23.1. SPECIAL PRECAUTIONS SHALL BE TAKEN PER CSA A23.1 FOR PLACING AND CURING CONCRETE AT OR ABOVE 27°C AND AT OR BELOW 5°C.

UNLESS NOTED OTHERWISE, OR REQUIRED FOR FIRE RESISTANCE RATING, ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER DISTANCES:

CAST AGAINST PERMANENTLY 75 mm (3")EXPOSED TO EARTH

EXTERIOR MEMBERS 40 mm (1 1/2")

INTERIOR BEAMS, GIRDERS, COLUMNS AND PILES 30 mm (1 1/4")

INTERIOR SLABS, WALLS, JOISTS, SHELLS AND FOLDED PLATES 20 mm (3/4")

*IN ADDITION, COVER MUST BE AT LEAST 1.0x THE BAR DIAMETER FOR INTERIOR EXPOSURE, AND 1.5x THE BAR DIAMETER FOR EXTERIOR EXPOSURE.

MINIMUM CONCRETE COVER TO PRINCIPLE REINFORCING (EXCLUDING STIRRUPS AND TIES) FOR THE APPROPRIATE FIRE RATING SHALL BE:

FIRE RESISTANCE RATING 0-1 HOUR 2 HOURS 3 HOURS

WALLS 25 mm (1") 50 mm (2") 50 mm (2")

*SEE ARCHITECTURAL DRAWINGS FOR FIRE RATINGS, THEIR LOCATIONS AND EXTENTS.

CONTROL JOINTS SHALL BE PROVIDED IN BOTH DIRECTIONS IN ALL SLABS-ON-GRADE AT A MAXIMUM SPACING OF 3600 mm (12') FOR UNREINFORCED SLABS AND 6000 mm (20') FOR REINFORCED SLABS, UNLESS NOTED OTHERWISE ON DRAWINGS.

WATERSTOPS SHALL BE INSTALLED WHERE INDICATED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. THE STOPS SHALL BE RIGIDLY TIED IN PLACE. DO NOT DISTORT OR PUNCTURE WATER STOP. DO NOT DISPLACE REINFORCING BAR DURING PLACEMENT.

JOINT FILLER SHALL BE INSTALLED IN ALL EXPANSION AND CONSTRUCTION JOINTS.

EMBEDDED PLATES AND ANCHOR BOLTS FOR STRUCTURAL STEEL SHALL BE SECURELY TIED AND FASTENED IN PLACE PRIOR TO POURING CONCRETE. ALL ANCHOR BOLTS SHALL BE LAID OUT USING A TEMPLATE. "WET DOWELING" OF ANCHOR BOLTS AND EMBEDDED PLATES IS NOT PERMITTED.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

TOPPING OVERPLY DECK

25 MPa(3500 psi)

N GU

ANY CHANGES TO BEAM WIDTH & DEPTH AS A RESULT OF ALLOWING AN ALTERNATE MATERIAL WILL REQUIRE THE BEAM MANUFACTURER/SUPPLIER TO SUBMIT ENGINEERED DRAWINGS & THEIR COST FOR STRUCTURAL ADEQUACY FOR STRENGTH & CONNECTIONS BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISH COLUMBIA. THE NEW DESIGN MUST, AS A MINIMUM, HAVE THE SAME STRUCTURAL CAPACITY AS DETAILED IN THE STRUCTURAL DRAWINGS.

SPACING & LAYOUT MUST MATCH EXISTING LAYOUT AS SHOWN ON STRUCTURAL DRAWINGS

BEAMS ARE TO BE DESIGNED IN ACCORDANCE WITH CAN/CAS-086 & CSA-5-16-14 TO RESIST ALL APPLIED LOADS AS A RESULT OF ROOF LOADING DESIGN CRITERIA ON S101.

MASS TIMBER MEMBERS ARE TO BE DESIGNED IN ACCORDANCE WITH CAN/CSA-086 AND CSA-0122 TO RESIST SHEAR MOMENTS AND FORCES INDICATED.

LUMBER USED IN THE MANUFACTURE OF MASS TIMBER MEMBERS SHALL BE KILN DRIED TO MAXIMUM 19% MOISTURE CONTENT PRIOR TO FABRICATION.

MASS TIMBER MEMBERS SHALL BE FABRICATED TO CAN/CSA-0122 USING ADHESIVE SUITABLE FOR THE GRADE OF SERVICE AND MEETING THE REQUIREMENTS OF CAN/CSA-0122. SEE PLANS FOR TIMBER SPECIES AND SERVICE CLASSIFICATION.

MASS TIMBER MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH CAN/CSA-0122 AND IN A PLANT CERTIFIED BY CSA TO THE REQUIREMENTS OF CAN/CSA-0177. THEY SHALL CARRY AUTHORIZATION LABELS TO INDICATE MANUFACTURE IN A CERTIFIED PLANT.

THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AS SPECIFIED UNDER "SUBMITTALS" TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE MANUFACTURER SHALL INSPECT THE INSTALLED PRODUCT TO VERIFY CORRECT INSTALLATION AND PROVIDE THE STRUCTURAL ENGINEER WITH WRITTEN CONFIRMATION OF SUCH PRIOR TO THE STRUCTURAL ENGINEER CERTIFYING THE STRUCTURE AS BEING COMPLETE.

MASS TIMBER MEMBERS EXPOSED TO VIEW SHALL HAVE APPEARANCE GRADE WITH SANDED SURFACES.

ALL MASS TIMBER MEMBERS ARE TO RECEIVE A CLEAR, NON-YELLOWING SEAL COAT EXCEPT WHERE A STAINED FINISH OR PRESERVATIVE TREATMENT IS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR FINISHING REQUIREMENTS.

MASS TIMBER MEMBERS ARE TO BE PROTECTED AGAINST DAMAGE FROM MOISTURE DURING TRANSPORTATION, STORAGE ON SITE AND AFTER ERECTION. CORNERS SHALL BE PROTECTED AGAINST PHYSICAL DAMAGE WITH WOOD BLOCKING. STORE AND HANDLE MEMBERS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

MASS TIMBER MEMBER TO MEMBER CONNECTIONS ARE TO BE DESIGNED BY THE MANUFACTURER. CONNECTIONS TO OTHER MATERIALS SHALL BE AS DETAILED ON THE STRUCTURAL DESIGN DRAWINGS AND COORDINATED WITH THE WORK OF OTHER TRADES.

THE MANUFACTURER IS TO INDICATE ALL REQUIRED FASTENERS SUCH AS SPLIT RING AND SHEAR PLATE CONNECTORS, SIDE PLATES, DRIFT PINS, BOLTS AND RIVETS. BOLTS AND DRIFT PINS SHALL BE TO ASTM A307. THREADED ROD SHALL BE TO ASTM F1554 GRADE 36 (36 ksi YIELD STRENGTH).

MASS TIMBER MEMBERS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S ERECTION DRAWING. PROVIDE TEMPORARY BRACES AND ANCHORS UNTIL PERMANENTLY SECURED BY THE STRUCTURE. ADEQUATE PROVISIONS SHALL BE MADE FOR ERECTION STRESSES.

DO NOT FIELD CUT OR OTHERWISE ALTER MEMBERS WITHOUT THE ENGINEERS PRIOR WRITTEN CONSENT. IF APPROVAL IS GIVEN TOUCH-UP END CUTS WITH PRESERVATIVE, SEALER OR FINISH.

ALL CONNECTIONS NOT DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED FOR THE UNFACTORED LOADS INDICATED ON THE DRAWINGS. CONNECTION DETAILS ARE SCHEMATIC ONLY UNLESS NOTED OTHERWISE. FINAL CONNECTION CONFIGURATION IS THE RESPONSIBILITY OF THE FABRICATOR. USE A MINIMUM OF 2-M20 (3/4") A307 BOLTS PER CONNECTION. CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISH COLUMBIA. CONNECTIONS SHALL BE DESIGNED TO CSA-S16-09 TO RESIST FORCES, MOMENTS AND SHEARS INDICATED ON THE PLANS. IN INSTANCES OF NON-COMPLIANCE, THE FABRICATOR SHALL BE RESPONSIBLE FOR ADDITIONAL COSTS ASSOCIATED WITH ACHIEVING COMPLIANCE WITH THE STANDARD.

CONNECTIONS SHALL BE FABRICATED FROM STEEL CONFORMING TO CAN/CSA-G40.21 AND SHOP PRIMED WHERE SPECIFIED CONNECTIONS SHALL BE HOT DIP GALVANIZED TO ASTM A 123/A 123M.


MASS TIMBER BEAM APPROVED ALTERNATE TO GLULAM BEAMS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

AR

CH

ITE

CT

UR

AL D

24"

x 3

6"

No. DATE ISSUED FORYYYY.MM.DD

SUB CONSULTANT

ISSUES

SEALDESIGNED

HEL DRAWING No.REVISION

DESIGN REVIEW

DRAFTED

DRAFTING REVIEW

PROJECT No.

SCALE

DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION

CLIENT DRAWING No.

PERMIT No.

OF

©Copyright reserved. This drawing remains the exclusive property and may not be reused or reproduced without written consent of Herold Engineering Limited.

3701 Shenton Rd.

F: 250 751 8559

E: [email protected]

Nanaimo, BC V9T 2H1

T: 250 751 8558

C:\Revit Local Files\1231-043_s_central_2019_ECheung.rvt

5

-

Adden

du

m #

01

1 : 10

5

1045 M

ILLE

R R

OA

D,

BO

WE

N I

SLA

ND

, B

C V

0N

1G

1

BO

WE

N I

SL

AN

D F

IRE

HA

LL

SH

S102

EC

1231-043

GENERAL NOTES

1 2019.05.30 75% Working Drawings

2 2019.07.05 REVIEW

3 2019.07.10 TENDER

4 2019.07.19 BUILDING PERMIT

5 2019.08.29 Addendum #01

ISSUED FOR

ADDENDUM #01

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

SF1

SF2

SF1

SF

5

SF

3

5632 5200 5632 4618 4520 1640 7086

34328

34

132

48

228

375

33

103

895

43

026

428

30

00

HSS127x

127x

4.8

HSS127x

127x

4.8

200 CONCRETE SLAB ON GRADE R/W 15M @ 400 o/c E/W, MID-DEPTH ON 6MIL POLY MOISTURE BARRIER ON MIN 150 COMPACTED GRANULAR FILL

SHADED AREA150 CONCRETE SLAB ON GRADE R/W 15M @ 400 o/c E/W, MID-DEPTH ON 6MIL POLY MOISTURE BARRIER ON MIN 150 COMPACTED GRANULAR FILL

6S301

6S301

CW1

CW1

CW

1

CW

1

TYP. INTERIOR U.N.O.

TYP. EXTERIOR U.N.O.

25560

25760

25560

PF1

PF1

PF2

PF5

PF3 PF3

HSS127x

127x

4.8

HSS127x

127x

4.8

PF4

PF4

HD1

HD1

HD2

HD2

HD2HD2

HD2

HD2

HD1

HD1

HD1HD1

HD1HD1

HD1

HD1

HD1HD1

PF4

PF4

25760

25560

PF5PF5

PF5 PF5

SF4

HD3

HD3

HD3

HD3

SF4

HD1

HD1

HD1

HD1

SF2

SF2

1S301

1S301

2S301

2S301

3S301

3S301

4S301

4S301

5S301

5S301

2S401 3

S401

4S401

5S401

6S401

7S401

8S401

1S401

PF5

PF5

PF5

PF5

PF5

PF5

SF

2

SF1 SF1

PF5

PF5 PF5

PF5

PF5

PF5

SF1

W46

0x17

7

W46

0x17

7

W46

0x17

7

W46

0x17

7

CP1

BP1

PF1

CP1

BP1

PF1

CP1

BP1

PF1

BP1

CP1

660 4972 4970 663

CP1

W46

0x17

7

BP1

PF1

BP1

CP1

PF1

BP1

CP1

PF1

BP1

CP1

4970 663660 4972

W46

0x17

7

W46

0x17

7

W46

0x17

7

3S302

STEPPED FOOTING, TYP.

SF

2

SF2

SF

2 SF2 SF2

SF

2S

F2

SF2

SF

2S

F2

SF

2S

F3

SF

2

SF

2

SF2

1S302

9S401

PF5

CP2

BP2

CP2 CP2

BP2 BP2

CP2

BP2

10S402

10S401

CONCRETE FLAG BENCH SEE DETAILS & SEE ARCH FOR DIMENSIONSSF6

500

PF5

2S302

2S302CP2

1376

921

150mm SLAB THICKENING

150mm SLAB THICKENING

SF2

HD1

HD1

SAND HATCH DENOTES 200mm CURB

11S401

11S401

CONCRETE APRON SLAB200 CONCRETE SLAB ON GRADE R/W 15M @ 400 o/c E/W, MID-DEPTH ON MIN 150 COMPACTED GRANULAR FILL

CONCRETE APRON SLAB200 CONCRETE SLAB ON GRADE R/W 15M @ 400 o/c E/W, MID-DEPTH ON MIN 150 COMPACTED GRANULAR FILL

HD1

HD1

PF5

PF5

TYP. ZONE REINFORCING AT HOLD-DOWNS & TIE-DOWNSSEE S104 TYPICAL SHEARWALL DETAIL

200 CONCRETE SLAB ON GRADE R/W 15M @ 400 o/c E/W, MID-DEPTH ONMIN 150 COMPACTED GRANULAR FILL

HEAT PUMP SLABSEE MECH FOR LOCATION

PLAN NOTES:

• ALL ELEVATIONS ARE TOP OF CONCRETE, OR TOP OF CONCRETE TOPPING UNO• REFER TO SXXX SERIES DRAWINGS FOR ALL BRACING SIZES, DETAILS AND CONFIGURATIONS• REFER TO SXXX SERIES DRAWINGS FOR REINFORCING PLANS • REFER TO SXXX SERIES DRAWINGS FOR CONCRETE SHEARWALL ELEVATIONS AND DETAILS • ALL STAIR STRINGERS TO BE C310x31 UNO ON THE PLANS - REFER TO SXXX FOR TYPICAL STAIR DETAILS• ALL COLUMNS ARE CENTRED ON GRIDLINES UNLESS NOTED OTHERWISE• REFER TO SXXX FOR TYPICAL OPENINGS IN CONCRETE• NOTIFY ENGINEER OF ANY OPENINGS IN CONCRETE EXCEEDING THE REINFORCING SPACING WHICH ARE NOT INDICATED ON THE PLANS• REFER TO ARCHITECTURAL DRAWINGS FOR GRID SETTING OUT POINTS AND LAYOUT

C

50 200 100 100 200 50

350 350

50

108

292

50

500

92

CC CC LL LLC

OL

.

700

CCCCLLLL COL.

BP125x500x700 PLATE c/w

8-25mmØ ANCHOR BOLTSMIN. 600mm EMBED, 100mm PROJECTION

ON MIN. 25mm NON-SHRINK GROUTW460

C

208

392

600

400 400

800

16

184 200

CCCCLLLL PIER

18-20M VERTS.3-10M CLOSED TIES @75o/c TOP

REMAINDER @ 200o/c

CP1

CONC. WALL SEE PLAN

ANCHOR BOLTS, TYP.

40 105 105 40

40

105

105

40

145 145

145

145

290

CCCCLLLL HSS

CC CC LL LLH

SS

BP2

20x290x290 PLATE c/w4-19mmØ ANCHOR BOLTS

MIN. 300mm EMBED, 100mm PROJECTIONON MIN. 25mm NON-SHRINK GROUT

HSS 127x127

CCCCLLLL HSS

CC CC LL LLH

SS

200 200

400

200

200

400

CP2

8-15M VERTS.3-10M CLOSED TIES @75o/c TOP

REMAINDER @ 200o/c

CONC. WALL SEE PLAN

ANCHOR BOLT, TYP.

BASE PLATE ABOVE

60

00

10785

UN

IT S

EE

ME

CH

. T

YP

.

300mm SLAB ON GRADER/W 10M@300o/c E/W T&BON 150mm COMPACTED GRANULAR FILL

HSS 102x102x6.4 ENCLOSURE POST, TYP.

50 50100 50

200

200

300

CONCRETE SLAB SEE PLAN

HS

S1

02x1

02x6

.4E

NC

LO

SU

RE

PO

ST

5

APPROVED BEARING

PL19 C/W 4-19mm NELSON STUDS TYP. AT ENCLOSURE POSTS

ENCLOSURE POSTS SEE ARCH. FOR LOCATIONS

AR

CH

ITE

CT

UR

AL D

24"

x 3

6"


SUB CONSULTANT

ISSUES

SEALDESIGNED


DESIGN REVIEW

DRAFTED

DRAFTING REVIEW

PROJECT No.

SCALE


CLIENT DRAWING No.

PERMIT No.

OF


3701 Shenton Rd.

F: 250 751 8559


Nanaimo, BC V9T 2H1

T: 250 751 8558


5

-

Adden

du

m #

01

As indicated

5

1045 M

ILLE

R R

OA

D,

BO

WE

N I

SLA

ND

, B

C V

0N

1G

1

BO

WE

N I

SL

AN

D F

IRE

HA

LL

SH

S201

EC

1231-043

FOUNDATION PLAN


2 2019.07.05 REVIEW

3 2019.07.10 TENDER


5 2019.08.29 Addendum #01

1 : 100

FOUNDATION PLAN.

.

POST/COLUMN SCHEDULE

MARK SIZE REMARKSCP1 800 x 600

CP2 400 x 400

P1 2-38x140

P2 2-38x184

P3 4-38x140

P4 5-38x140

P5 6-38x140

P6 9-38x140

P7 178x241 SCL

P8 133x241 SCL

HOLD DOWN SCHEDULE - MULTI-LEVEL

MARK

SIMPSONHOLD-DOWN

TYPEANCHORROD DIA

ANCHOR RODSMINIMUM FULL-HEIGHT STUDS AT

HOLD DOWNS

ROD EMBED(mm) LEVEL 1 LEVEL 2

HD1 HDU8-SDS2.5 22 450 6-38x140 OR 6-38x184

HD2 TDS2-7/8 22 450 3-38x140 or 3-38x184 E/S 3-38x140 or 3-38x184 E/S

HD3 HDU14-SDS2.5 25 450 6-38x140

FOUNDATION SCHEDULE

MARK SIZE REINFORCING MIN FOOTING DEPTHPF1 2400x2400x350 DP 8-25M E/W T&B 1550

PF2 1500x1500x350 DP 6-15M E/W 600

PF3 1200x1200x300 DP 5-15M E/W 600

PF4 1050x1050x250 DP 4-15M E/W 600

PF5 1500x1500x350DP 6-15M E/W T&B

SF1 450 x 250 DP. 2-15M CONT. 600

SF2 600 x 250 DP. 3-15M CONT.

SF3 900 x 250 DP 4-15M CONT. 600

SF4 1800 x 400 DP 6-20M LONG & 20M @ 300 o/c TRANST&B

600

SF5 1650 x 250 DP. 5-15M LONG & 15M @ 450 o/c TRANST&B

600

SF6 1200 x 250 DP. 5-15M BOT. & 15M @ 300 o/c TRANSBOT.

CONCRETE WALL SCHEDULE

MARK WIDTH

REINFORCING

VERTICAL HORIZONTALCW1 200

NTS

FOUNDATIONS

1 : 20

BASE PLATE DETAILS.

.

1 : 20

CONCRETE PIER DETAILS.

.

NO

RTH

1 : 100

GENSET & FUEL TANK ENCLOSURE SLABPLAN.

.

1 : 20

ENCLOSURE POST DETAILS.

.

ISSUED FOR

ADDENDUM #01

PLYWOOD DIAPHRAGM SCHEDULE

19mm PLYWOOD SHEATHING (UNBLOCKED) TO BE NAILED W/ 75mm NAILS @ 150 O/C AT PANEL EDGES AND 300 O/C OVER INTERMEDIATE FRAMING MEMBERS.

16mm PLYWOOD SHEATHING (W/ PANEL EDGES FULLY BLOCKED)NAILED TO FRAMING MEMBERS W/ 75mm NAILS @ 150 O/C ATPANEL EDGES & 300 O/C OVER INTERMEDIATE FRAMING MEMBERS.

NOTES:

MEZZANINE& CANOPY

ROOF

DESCRIPTIONLEVEL

ROOF DIAPHRAGM NAILING AT SHEARWALLS TO MATCH THAT INDICATED FOR EACH SHEARWALL IN THE SHEARWALL FRAMING SCHEDULE.PLYWOOD SHEATHING FACE GRAIN TO BE LAID PERPENDICULAR TO FRAMING MEMBERS.

(D1)

(D2)

P#

#C

P#

SIZE OF POST(SEE SCHEDULE)

P#

NUMBER OF CRIPPLES(MATCH POST SIZE)

#C

ALL UNLABELLED CRIPPLES ARE 1 PLY

DROPBEAM

FLUSHBEAM

1 UNO

UNLABELLED POSTS: TO BE 2 PLY: 1 FULL HEIGHT STUD & 1 CRIPPLE FOR DROPPED BEAMS

LABELLED POSTS

POST LEGEND

SHEARWALL DIAPHRAGM PANEL EDGE NAILINGSEE SHEARWALL SCHEDULE

ROOF JOISTS

FRAMING ANCHORS

BOTTOM PLATE NAILINGSINGLE SIDED WALLS - ONE ROWDOUBLE SIDED WALLS - TWO ROWS

FLOOR JOIST OR SOLID BLOCKINGRIM JOIST AT EXTERIOR WALLSDOUBLE FOR DOUBLE SIDED WALLS

ANCHOR BOLTSEDGE NAILING

SHEATHINGSEE SHEARWALLSCHEDULE

EDGE NAILINGSEE SHEARWALL SCHEDULE

FRAMING ANCHORSSEE SHEARWALLSCHEDULE

BOTTOM PLATE NAILING

CONCRETE TOPPING

EDGE NAILINGSEE SHEARWALL SCHEDULE TYP

SHEATHINGSEE SHEARWALL SCHEDULE

EDGE NAILING


TY

PIC

AL

RO

OF

TY

PIC

AL

WA

LL

TY

PIC

AL

FLO

OR

MA

IN F

LOO

R W

AL

L

SHEARWALL / BEARING WALL KEY SECTIONNTS

PLAN S201 PLAN S201

PLAN S202 PLAN S202

PLAN S203 PLAN S203

FOUNDATION WALL

SHEARWALL SCHEDULE

MARK PLYWOOD STUD

SPACINGEDGE NAILS

FRAMING ANCHORS


BOTTOM PLATE ANCHOR BOLTS

SW1 12.7mm PLY ONE SIDE 38x140 @ 300 o/c 64mm @ 50 O/C LPT4 OR A35 @ 200 O/C - 16Ø @ 350 O/C 175 LG. EMBED 125

SHEARWALL SCHEDULE NOTES:1. STUD WALL SPACING AS PER BEARING WALL SCHEDULE UNLESS NOTED OTHERWISE IN THIS SCHEDULE. 2. STUD SIZE AS PER THE BEARING WALL SCHEDULE UNLESS NOTED OTHERWISE IN THIS SCHEDULE.

REMARKS

SW2 12.7mm PLY ONE SIDE 64mm @ 50 O/C LPT4 OR A35 @ 200 O/C -

SW4 12.7mm PLY TWO SIDED 64mm @ 50 O/C LPT4 OR A35 @ 100 O/C -

38x140 @ 300 o/c

38x140 @ 300 o/c

16Ø @ 350 O/C 175 LG. EMBED 125

16Ø @ 175 O/C 175 LG. EMBED 125

SW3 12.7mm PLY ONE SIDE 64mm @ 100 O/C LPT4 OR A35 @ 350 O/C 9mmØx150 @ 75 o/c GRK RSS38x140 @ 300 o/c -


PLAN NOTES:

• ALL BRACE DIAGONAL MEMBERS FALL WITHIN THE PROTECTED ZONE - DO NOT DRILL OR FASTEN INTO BRACE DIAGONALS OR CHEVRON MEMBERS• ALL ELEVATIONS ARE TOP OF CONCRETE TOPPING, OR TOP OF STEEL DECK UNO• REFER TO SXXX SERIES DRAWINGS FOR ALL BRACING SIZES, DETAILS AND CONFIGURATIONS • ALL STAIR STRINGERS TO BE C310x31 UNO ON THE PLANS - REFER TO SXXX FOR TYPICAL STAIR DETAILS• ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED• ALL JOIST SEAT DEPTHS ASSUMED TO BE 100mm • ALL JOIST SEAT DEPTHS REQUIRED TO BE OTHER THAN 100mm ARE NOTED ON THE PLANS• ALL COLUMNS ARE CENTRED ON GRIDLINES UNLESS NOTED OTHERWISE• DECK CLOSURE / PERIMETER ANGLES ARE REQUIRED AT ALL DECK EDGES UNO - REFER TO PLANS AND SXXX FOR TYPICAL DECK CLOSURE ANGLE DETAILS• REFER TO SXXX FOR TYPICAL OPENINGS IN DECK FRAMING DETAILS• NOTIFY ENGINEER OF ANY OPENINGS IN DECK EXCEEDING THE JOIST / BEAM FRAMING WHICH ARE NOT INDICATED ON THE PLANS• REFER TO ARCHITECTURAL DRAWINGS FOR GRID SETTING OUT POINTS AND LAYOUT

FRAMING PLAN NOTES:• ALL UNLABELED BEAMS TO BE 2-38x235 SPF No. 1/2• ALL UNLABELLED POSTS TO BE 2-38x140 OR 2-38x89 • ALL HOLD DOWNS TO HAVE MINIMUM FULL HEIGHT STUDS AS PER HOLD DOWN SCHEDULE• HOLD DOWNS IN STAGGERED 38x89 CORRIDOR WALLS TO HAVE MIN 2-38x140 FULL HEIGHT STUDS• HOLD DOWNS SHOWN ON THIS PLAN OCCUR AT THE FLOOR LEVEL BELOW• DO NOT NOTCH OR CUT STAIR STRINGERS• DO NOT DRILL, NOTCH OR CUT TJI's EXCEPT AS ALLOWED BY MANUFACTURER• ALL SHEAR WALLS TO HAVE MINIMUM DOUBLE BOTTOM PLATES• ALL DISCONTINUOUS WALLS ABOVE PARALLEL TO FRAMING TO HAVE MIN DOUBLE JOIST BELOW• ALL DISCONTINUOUS WALL ABOVE PERPENDICULAR TO FRAMING TO BE FULLY BLOCKED TIGHT

BETWEEN JOISTS FOR ENTIRE LENGTH AND WIDTH OF WALL ABOVE• NOTIFY THE ENGINEER OF ANY OPENINGS IN THE DECK WHICH EXCEED THE JOIST/ BEAM SPACING

WHICH ARE NOT INDICATED ON THE PLANS

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

6S301

6S301

SW

2

SW

5

SW

2S

W2

SW1

SW

1S

W1

SW

1

SW1

SW1

D1

D2

D2

356

DP

TJI

@ 4

00

356

DP

TJI

@ 4

00

406

DP

TJI

@ 4

00

406

DP

TJI

@ 4

00

B2F

B2F

B2F

315

x79

8 G

LU

LA

M D

Fir 2

0f-

E

315x798 GLULAM DFir 20f-E

48

228

375

33

103

895

43

026

428

30

00

34

132

5632 5200 5632 4618 4520 1640 7086

34328

TYPICAL APP. BAY STUD WALL 38x184 @ 300 o/c, D.FIR STUDS

MEZZANINE STUD WALL 38x140 @ 300 o/c

TYPICAL FIRE HALL QUARTERS STUD WALL 38x140 @ 300 o/c

B3

B3

B3

P3P3

P5P5

P4P3P3

P3P3

HD2HD2

HD1

HD1

HD2HD2

HD2

HD1

HD1

HD1HD1

HD2

HD1HD1

HD1HD1

HD1

HD1

B3F

P5P5

315

x79

8 G

LU

LA

M D

Fir 2

0f-

E

SW1

SW1

HD1

HD1

HD1

HD1

SW4

SW4

HD3

HD3

HD3

HD3

133x356 SCL

JOIST CONT. OVER SHEARWALL

133x356 SCL

1S301

1S301

2S301

2S301

3S301

3S301

4S301

4S301

5S301

5S301

JOIST CONT. OVER SHEARWALL

3S302

3S302

W410x100 W410x100 W410x100

W410x100 W410x100 W410x100

38x184 @ 300 o/c STUD WALL ALONG GL 4

1S302

1S302

89x302 SCL

89x302 SCL

89x302 SCL

89x302 SCL

89x302 SCL89x302 SCL

89x302 SCL

89x302 SCL

4S403

HSS127x

127x

4.8

B3

P3P3

P3

P3P3

B3

B3

P3P3

P3P3

B3P3 P3

9S403

TYP

89x302 SCL

89x302 SCL OVER SHEARWALL

OVER SHEARWALL

89x302 SCL

89x302 SCL

11S403

11S403

11S403

11S403

SEE TYPICAL GLULAM TO HSS COLUMN DETAIL ON S402

SEE TYPICAL GLULAM TO HSS COLUMN DETAIL ON S402

1S402

D2

356

DP

TJI

@ 4

00

HD1

HD1

B3 LOW

6S402

5S402

3S402

2S402

4S402

140x337 D.FIR No.1 TYP.

140

x33

7 D

.FIR

No

.1

D1

580

580

580

580

580

580

10S402

7S402

P3P3B

2

2S302

2S302

5.61kPa

2.7kPa

5500

SNOW DRIFT DIAGRAM

14

0x3

37

B3

B3

P3P3

B3

P3P3

SW1

133x302 SCL

133x302 SCL

89x302 SCL

89x302 SCL

89x302 SCL

89x302 SCL

89x302 SCLTYP. BEAM ALL SIDES OF DUCT OPENING SEE MECH FOR LOCATION

TYP. BEAM ALL SIDES OF TANKSEE MECH FOR LOCATION

133x302 SCL

133x302 SCL

133x302 SCL133x302 SCL

133x302 SCL

133x302 SCL

45

x30

2 S

CL

@ 4

00

o/c

30

2 D

P I-

JOIS

TS

@ 4

00

o/c

45

x30

2 S

CL

@ 4

00

o/c

30

2 D

P I-

JOIS

TS

@ 4

00

o/c

89x302 SCL

89x302 SCL

89x3

56

SC

L

HSS STUB SEE SECTION

HSS STUB SEE SECTION

OR

ALT

ER

AT

E E

QU

IVA

LE

NT

M

AS

S T

IMB

ER

OP

TIO

NS

EE

S1

02

FO

R S

PE

CIF

ICA

TIO

NS

NOTE: ALIGN SCL BEAMS TO EDGE OF MECH CURBS FOR UNITS & TANKS FOR FASTENING

AR

CH

ITE

CT

UR

AL D

24"

x 3

6"


SUB CONSULTANT

ISSUES

SEALDESIGNED


DESIGN REVIEW

DRAFTED

DRAFTING REVIEW

PROJECT No.

SCALE


CLIENT DRAWING No.

PERMIT No.

OF


3701 Shenton Rd.

F: 250 751 8559


Nanaimo, BC V9T 2H1

T: 250 751 8558


5

-

Adden

du

m #

01

1 : 100

5

1045 M

ILLE

R R

OA

D,

BO

WE

N I

SLA

ND

, B

C V

0N

1G

1

BO

WE

N I

SL

AN

D F

IRE

HA

LL

SH

S202

EC

1231-043

MEZZANINE &LOWER ROOFFRAMING PLAN


2 2019.07.05 REVIEW

3 2019.07.10 TENDER


5 2019.08.29 Addendum #01

NTS

MEZZANINE & LOWER ROOF

BEAM SCHEDULE

MARK TYPE BEAM HANGERB1 2-38x235

B2 133x356 SCL

B3 89x356 SCL

HOLD DOWN SCHEDULE - MULTI-LEVEL

MARK

SIMPSONHOLD-DOWN

TYPEANCHORROD DIA

ANCHOR RODSMINIMUM FULL-HEIGHT STUDS AT

HOLD DOWNS

ROD EMBED(mm) LEVEL 1 LEVEL 2

HD1 HDU8-SDS2.5 22 450 6-38x140 OR 6-38x184

HD2 TDS2-7/8 22 450 3-38x140 or 3-38x184 E/S 3-38x140 or 3-38x184 E/S

HD3 HDU14-SDS2.5 25 450 6-38x140

1 : 100

MEZZANINE & LOWER ROOF PLAN?

?

ISSUED FOR

ADDENDUM #01

NO

RTH

POST SCHEDULE

MARK SIZEP1 2-38x140

P2 2-38x184

P3 4-38x140

P4 5-38x140

P5 6-38x140

P6 9-38x140

P7 178x241 SCL

P8 133x241 SCL

1 2 3 4 5

C

D

E

F

G

H

1900 5632 5200 5632 4618 1900

14

004

822

83

753

310

38

954

302

14

00

SW

2

SW

3S

W3

Z2

6S301

6S301

TYPICAL APP. BAY STUD WALL 38x184 @ 300 o/c

MEZZANINE STUD WALL 38x140 @ 300 o/c

SLOPE DOWN

21082

24

704

L102x102x6.4 PERIMETER ANGLE TYP.

HD2HD2

HD2HD2

HD2

HD2








1S301

2S301

2S301

3S301

5S301

17

821

777

17

781

777

17

781

777

17

781

777

17

781

777

17

781

777

17

78








P7

3S302

3S302

P7P7

P7P7

P7

P7

P7P7

P7P7

P7P7

P7P7

5S403

265

x76

0 G

LU

LA

M D

Fir 2

0f-

E


P7P7

P7P7

P7

43

574

840

40

003

860

33

454

302

1S302

Z1

Z1

215x760 GLULAM BLOCKING REQUIRED BETWEEN GLULAM BEAMS ALONG GL 1

2S403

1S403

4S403

7S403














P6P6

P6P6

P6P6

P6P6

P6P6

P6P6

P6P6

P6

4S403

11S403

1S402

2S402

P8

8S403

TYP. COLUMNS FOR ANTENNAS

TYP. OPENING FOR ANTENNA



P7P7

HSS 76x38x6.4 @ 1220 mm o/c ABOVE DECK FOR OVERHANGFASTENED TO MIN 2 GLULAMS

HSS 76x38x6.4 @ 1220 mm o/c ABOVE DECK FOR OVERHANGFASTENED TO MIN 2 GLULAMS

OR ALTERATE EQUIVALENT MASS TIMBER OPTIONSEE S102 FOR SPECIFICATIONS

SW1

PLAN NOTES:

• ALL BRACE DIAGONAL MEMBERS FALL WITHIN THE PROTECTED ZONE - DO NOT DRILL OR FASTEN INTO BRACE DIAGONALS OR CHEVRON MEMBERS• ALL ELEVATIONS ARE TOP OF CONCRETE TOPPING, OR TOP OF STEEL DECK UNO• REFER TO SXXX SERIES DRAWINGS FOR ALL BRACING SIZES, DETAILS AND CONFIGURATIONS • ALL STAIR STRINGERS TO BE C310x31 UNO ON THE PLANS - REFER TO SXXX FOR TYPICAL STAIR DETAILS• ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED• ALL JOIST SEAT DEPTHS ASSUMED TO BE 100mm • ALL JOIST SEAT DEPTHS REQUIRED TO BE OTHER THAN 100mm ARE NOTED ON THE PLANS• ALL COLUMNS ARE CENTRED ON GRIDLINES UNLESS NOTED OTHERWISE• DECK CLOSURE / PERIMETER ANGLES ARE REQUIRED AT ALL DECK EDGES UNO - REFER TO PLANS AND SXXX FOR TYPICAL DECK CLOSURE ANGLE DETAILS• REFER TO SXXX FOR TYPICAL OPENINGS IN DECK FRAMING DETAILS• NOTIFY ENGINEER OF ANY OPENINGS IN DECK EXCEEDING THE JOIST / BEAM FRAMING WHICH ARE NOT INDICATED ON THE PLANS• REFER TO ARCHITECTURAL DRAWINGS FOR GRID SETTING OUT POINTS AND LAYOUT

FRAMING PLAN NOTES:• ALL UNLABELED BEAMS TO BE 2-38x235 SPF No. 1/2• ALL UNLABELLED POSTS TO BE 2-38x140 OR 2-38x89 • ALL HOLD DOWNS TO HAVE MINIMUM FULL HEIGHT STUDS AS PER HOLD DOWN SCHEDULE• HOLD DOWNS IN STAGGERED 38x89 CORRIDOR WALLS TO HAVE MIN 2-38x140 FULL HEIGHT STUDS• HOLD DOWNS SHOWN ON THIS PLAN OCCUR AT THE FLOOR LEVEL BELOW• DO NOT NOTCH OR CUT STAIR STRINGERS• DO NOT DRILL, NOTCH OR CUT TJI's EXCEPT AS ALLOWED BY MANUFACTURER• ALL SHEAR WALLS TO HAVE MINIMUM DOUBLE BOTTOM PLATES• ALL DISCONTINUOUS WALLS ABOVE PARALLEL TO FRAMING TO HAVE MIN DOUBLE JOIST BELOW• ALL DISCONTINUOUS WALL ABOVE PERPENDICULAR TO FRAMING TO BE FULLY BLOCKED TIGHT

BETWEEN JOISTS FOR ENTIRE LENGTH AND WIDTH OF WALL ABOVE• NOTIFY THE ENGINEER OF ANY OPENINGS IN THE DECK WHICH EXCEED THE JOIST/ BEAM SPACING

WHICH ARE NOT INDICATED ON THE PLANS

STEEL DECK FASTENING SCHEDULE

DIAPHRAGMBOUNDARY

LONGITUDINALPERIMETER

SIDE LAP

TRANSVERSEPERIMETER

TRANSVERSE TYPICAL

Z1

ZONE

SIDE LAPCONNECTIONS

S-SLC 01 @ 150 O/C

DETAIL AT HIGH FLUTE

PERIMETERANGLE

L 38x38x6.4 ORL 76x76x6.4 CONT.

PARTIAL DIAPHRAGM PLAN

NOTES:1. ALL DECKING TO HAVE MINIMUM 33 ksi YIELD STRENGTH AND 45 ksi ULTIMATE STRENGTH UNLESS OTHERWISE NOTED.2. DECKING TO BE INSTALLED WITH MINIMUM 3 SPANS

1.21mm (18 GA) 75mm O/C 2 PER FLUTE

LONGITUDINAL PERIMETER

TRANSVERSE TYPICAL AND PERIMETER

SEE NOTES BELOW FOR REQUIRED FASTENER TYPESSTEEL CORE THICKNESS

DECK DEPTH

38mm

38

2 PINS/FLUTE

3.4.

5.

FASTEN DECKING TO OPEN WEB STEEL JOISTS OR COLD ROLLED SECTIONS BETWEEN 3 AND 10mm THICK WITH HILTI X-HSN24 PINS.FASTEN DECKING TO STRUCTURAL STEEL, HARDENED STRUCTURAL STEEL AND HEAVY BAR JOISTS GREATER THAN 6mm THICK WITH HILTI ENP19L15 PINS.FASTEN DECKING TO GLULAM BEAMS WITH 8mmØx100LG GRK RSS SCREWS

BOTH LEGS50-3005

Z2 S-SLC 01 @ 150 O/C0.91mm (20 GA) 75mm O/C 2 PER FLUTE38mm

NUMBER OF CRANES

CRANE SUPPORT SCHEDULE

-CS1

-

-

-

-

-

SHOP DRAWINGS FOR THESE CRANES

LIFTING CAPACITY PER CRANE

CMAA SERVICE CLASSIFICATION

VERTICAL DEFLECTION (1 CRANE, NOT INCLUDING IMPACT)

HORIZONTAL DEFLECTION LIMIT

P#

#C

P#

SIZE OF POST(SEE SCHEDULE)

P#

NUMBER OF CRIPPLES(MATCH POST SIZE)

#C

ALL UNLABELLED CRIPPLES ARE 1 PLY

DROPBEAM

FLUSHBEAM

1 UNO

UNLABELLED POSTS: TO BE 2 PLY: 1 FULL HEIGHT STUD & 1 CRIPPLE FOR DROPPED BEAMS

LABELLED POSTS

POST LEGEND

SHEARWALL SCHEDULE

MARK PLYWOOD STUD

SPACINGEDGE NAILS

FRAMING ANCHORS


BOTTOM PLATE ANCHOR BOLTS


SHEARWALL SCHEDULE NOTES:1. STUD WALL SPACING AS PER BEARING WALL SCHEDULE UNLESS NOTED OTHERWISE IN THIS SCHEDULE. 2. STUD SIZE AS PER THE BEARING WALL SCHEDULE UNLESS NOTED OTHERWISE IN THIS SCHEDULE.

REMARKS

SW2 12.7mm PLY ONE SIDE 64mm @ 50 O/C LPT4 OR A35 @ 200 O/C -

SW4 12.7mm PLY TWO SIDED 64mm @ 50 O/C LPT4 OR A35 @ 100 O/C -

38x140 @ 300 o/c

38x140 @ 300 o/c

16Ø @ 350 O/C 175 LG. EMBED 125

16Ø @ 175 O/C 175 LG. EMBED 125

SW3 12.7mm PLY ONE SIDE 64mm @ 100 O/C LPT4 OR A35 @ 350 O/C 9mmØx150 @ 75 o/c GRK RSS38x140 @ 300 o/c -


SHEARWALL DIAPHRAGM PANEL EDGE NAILINGSEE SHEARWALL SCHEDULE

ROOF JOISTS

FRAMING ANCHORS

BOTTOM PLATE NAILINGSINGLE SIDED WALLS - ONE ROWDOUBLE SIDED WALLS - TWO ROWS

FLOOR JOIST OR SOLID BLOCKINGRIM JOIST AT EXTERIOR WALLSDOUBLE FOR DOUBLE SIDED WALLS

ANCHOR BOLTSEDGE NAILING


EDGE NAILINGSEE SHEARWALL SCHEDULE

FRAMING ANCHORSSEE SHEARWALLSCHEDULE


CONCRETE TOPPING

EDGE NAILINGSEE SHEARWALL SCHEDULE TYP

SHEATHINGSEE SHEARWALL SCHEDULE

EDGE NAILING


TY

PIC

AL

RO

OF

TY

PIC

AL

WA

LL

TY

PIC

AL

FLO

OR

MA

IN F

LOO

R W

AL

L

SHEARWALL / BEARING WALL KEY SECTIONNTS

PLAN S201 PLAN S201

PLAN S202 PLAN S202

PLAN S203 PLAN S203

FOUNDATION WALL

AR

CH

ITE

CT

UR

AL D

24"

x 3

6"


SUB CONSULTANT

ISSUES

SEALDESIGNED


DESIGN REVIEW

DRAFTED

DRAFTING REVIEW

PROJECT No.

SCALE


CLIENT DRAWING No.

PERMIT No.

OF


3701 Shenton Rd.

F: 250 751 8559


Nanaimo, BC V9T 2H1

T: 250 751 8558


5

-

Adden

du

m #

01

1 : 100

5

1045 M

ILLE

R R

OA

D,

BO

WE

N I

SLA

ND

, B

C V

0N

1G

1

BO

WE

N I

SL

AN

D F

IRE

HA

LL

SH

S203

EC

1231-043

APPARATUS BAYROOF FRAMINGPLAN


2 2019.07.05 REVIEW

3 2019.07.10 TENDER


5 2019.08.29 Addendum #01

1 : 100

APP BAY ROOF FRAMING PLAN.

.

NTS

APP BAY ROOF

HOLD DOWN SCHEDULE - HD ONLY

MARK

SIMPSONHOLD-DOWN

TYPE

ANCHOR RODS

MINIMUM FULL-HEIGHTSTUDS AT HOLD DOWN

ROD DIA(mm)

ROD EMBED(mm)

HDU14-SDS2.5 25 450

HDU8-SDS2.5 22 450

HD1 HDU8-SDS2.5 450

HD3 HDU14-SDS2.5 450

NO

RTH

POST SCHEDULE

MARK SIZEP1 2-38x140

P2 2-38x184

P3 4-38x140

P4 5-38x140

P5 6-38x140

P6 9-38x140

P7 178x241 SCL

P8 133x241 SCL

ISSUED FOR

ADDENDUM #01

MEZZANINE

28.660

ROOF

29.690

5

44mm RIM BOARD TO MATCH JOIST DEPTH

SHEARWALLSEE PLAN

FRAMING ANCHORSEE SCHEDULE

FASTENING AS PER SHEARWALL SCHEDULE

PLYWOOD SHEATHINGON I-JOISTS SEE PLAN

SHEARWALL SEE PLAN

SHEARWALL SEE PLANPLYWOOD SHEATHINGON I-JOISTS SEE PLAN

FASTENING AS PER SHEARWALL SCHEDULE


B


8mmØx150LG GRK-RSS SCREWS @ 150 o/c


38x140 PARAPET FRAMING

BLOCKING @ 1200 o/c

WOOD BEAM SEE PLAN

SIMPSON A35 @ 200 o/c


12mm PLYWOOD SHEATHING NAILED w/ 64mm NAILS @ 100 o/c

B



FRAMING ANCHORSSEE SHEARWALL SCHEDULE



BLOCKING @ 1200 o/c

BLOCKING ADJACENT TO CANOPY BETWEEN STUDS

PLYWOOD SHEATHING ON TIMBER BEAMS SEE PLAN

19mmØ BOLTS @ 400 o/c STAGGERED

100

80

8



SOLID SCL BLOCKING BETWEEN JOISTS FOR PARAPET CONNECTION

2 ROWS OR 8mmØx150LG GRK-RSS SCREWS @ 150 o/c


EXTEND PLYWOOD SHEATHING TO PARAPET

G


3-44mm RIM BOARD TO MATCH JOIST DEPTH

2 ROWS OR 8mmØx150LG GRK-RSS SCREWS @ 150 o/c


EXTEND PLYWOOD SHEATHING TO PARAPET

BLOCKING @ 1200 o/c




FRAMING ANCHORSSEE SHEARWALL SCHEDULE



SHEARWALL SEE PLAN

MAIN FLR. APP BAY

25.560

MEZZANINE

28.660

MAIN FLOOR QUARTERS

25.760

A B

3000

140x337

140x337 TYP. PLYWOOD SHEATHING SEE PLAN

235x

235

235x235

FINISHED GRADE SEE ARCH. & CIVIL DRAWINGS

921 2079

40100

150

68

100

68

PL12mm KNIFE PLATE c/w 8-19Ø BOLTS

PL25mm BEARING PLATE c/w 4-25Mx300LG

75

CLR

.

50 CLR.

CONC. PIER SEE PLAN

FOOTING SEE PLAN

APPROVED BEARING

150100

40

637107

100100

40

68100

68

235

PL12x235x637 KNIFE PLATE c/w 8-19Ø BOLTS, TYP.

6

29

002

00S

EE

PL

AN

6



38x140 PARAPET FRAMINGPLYWOOD SHEATHING ON TIMBER BEAMSSEE PLAN NOTCH BEAM & BEAR ON WALL

8mmØ ASSY SCREWS 4 PER BEAM

4-19mmØ BOLTS

WOOD BEAM SEE PLAN

PL12 PLATES

HSS102x102x6.4STUB WELDED TO PLATES

SEE ARCH

BEAM TO BEAM CONNECTION 2 LOCATIONSSEE PLAN

AR

CH

ITE

CT

UR

AL D

24"

x 3

6"


SUB CONSULTANT

ISSUES

SEALDESIGNED


DESIGN REVIEW

DRAFTED

DRAFTING REVIEW

PROJECT No.

SCALE


CLIENT DRAWING No.

PERMIT No.

OF


3701 Shenton Rd.

F: 250 751 8559


Nanaimo, BC V9T 2H1

T: 250 751 8558


5

-

Adden

du

m #

01

1 : 20

5

1045 M

ILLE

R R

OA

D,

BO

WE

N I

SLA

ND

, B

C V

0N

1G

1

BO

WE

N I

SL

AN

D F

IRE

HA

LL

Designer

S402

Author

1231-043

SECTIONS

2 2019.07.05 REVIEW

3 2019.07.10 TENDER


5 2019.08.29 Addendum #01

1 : 20S202

SECTION1

1 : 20S202

SECTION61 : 20S202

SECTION51 : 20S202

SECTION3

1 : 20S202

SECTION2

1 : 20S202

SECTION4

1 : 20S201

SECTION10

1 : 20S202

SECTION7

ISSUED FOR

ADDENDUM #01

4

APP BAY ROOF

31.522

38 TYP.

PL12mm KINFE PLATE c/w 3-19Ø BOLTS, TYP.

12mm SADDLE c/w 3-19Ø BOLTS METAL DECK

SEE PLAN


22541

265

200

VERTICALLY SLOT TOP TWO ROWS

10

01

00

10

05

0

MEZZANINE

28.660

PLYWOOD SHEATHNG ON I-JOIST SEE PLAN

17

8x2

41

SC

L

75mm NAILS@100o/c

89x302 SCL89x302 SCL

38x184 STUD REQ'D E/S OF SCL POST c/w 2 ROWS OF 75mm NAILS @ 100o/c

SIMPSON MST72

STUD WALL SEE PLAN


17

8x2

41

SC

L

38

100

100

100

82

041

001

003

8

PL10x178x338 SIDE PLATE E/S OF POST c/w 3-19Ø BOLTS

PL10x240x438 KNIFE PLATE c/w 3-19Ø BOLTS

120 120

240

METAL DECK SEE PLAN

PL12x285x265 BEARING PLATE

GL

VERTICALLY SLOTTED HOLES 2 PER

17

8x2

41

SC

L

METAL DECK SEE PLAN

GRK SCREWS INTO BLOCKING SEE DIAPHGRAM SCHEDULE, TYP.




SIMPSON MST72 STRAP AT EACH POST

STUD WALL SEE PLAN, TYP.

GLULAM BLOCKING BETWEEN GLULAM BEAMS SEE PLAN, TYP.

CCCCLLLL POST



W4

60x1

77

CCCCLLLL STEEL COL.

6

METAL DECK SEE PLAN

2 GRK-RSS SCREWS PER FLUTE SEE METAL DECK SCHEDULE

38 150 150 150 150 38

VERTICALLY SLOTTOP TWO ROWS

10

01

00

10

05

0

1

APP BAY ROOF

31.522

2S403




METAL DECK SEE PLAN



200 300 100

100

100

50

600

250

4-16mmØ BOLTS

PL12 PLATE

GUTTER BY OTHERS

GUTTER BY OTHERS

PERIMETER ANGLESEE PLAN

VERTICALLY SLOT TOP TWO HOLES

100

100

100

38

40

100

100

200

PERIMETER ANGLE SEE PLAN w/ 12Ø BOLT @ 1200 o/c

W4

60x1

77

W410x100

METAL DECK SEE PLAN




STEEL CONNECTIONS BY FABRICATORSEE ELEVATION FOR LOADS

GLHSS STRUTS IN BETWEEN DECK FLUTES SCREW INTO MIN 2 GLULAM BEAMSSEE PLAN

5




METAL DECK SEE PLAN



BENT PLATE PERIMETER ANGLESEE PLAN

VERTICALLY SLOT TOP TWO HOLES

ROOF

29.690

38 100 150

150

100

100

38

PL12x300x364 CAP PLATE


2-PL12 STIFFENERS

HS

S1

27x1

27x4

.8

PL10x288x388 SIDE PLATE c.w 6-19Ø BOLTS

TYPICAL CONNECTION BETWEEN HSS COL. & GLULAM BEAM

288

388

VERTICALLY SLOT TOP TWO ROWS

PLYWOOD SHEATHING ON I-JOISTS SEE PLAN

SHEARWALL SEE PLANFRAMING ANCHORSSEE SCHEDULE

FULL DEPTH BLOCKINGSEE TYPICAL SHEARWALL DETAIL

WOOD BEAM SEE PLAN

C

PERIMETER ANGLE SEE PLAN w/ 12Ø BOLT @ 1200 o/c

METAL DECK SEE PLAN




ANTENNA CONNECTION PLATE BY OTHERSSEE ARCH FOR LOCATION

ANTENNA CONNECTION PLATE BY OTHERSSEE ARCH FOR LOCATION

13

3x2

41

SC

L


38

100

100

100

100

38

HSS STRUTS IN BETWEEN DECK FLUTES SCREW INTO MIN 2 GLULAM BEAMSSEE PLAN

AR

CH

ITE

CT

UR

AL D

24"

x 3

6"


SUB CONSULTANT

ISSUES

SEALDESIGNED


DESIGN REVIEW

DRAFTED

DRAFTING REVIEW

PROJECT No.

SCALE


CLIENT DRAWING No.

PERMIT No.

OF


3701 Shenton Rd.

F: 250 751 8559


Nanaimo, BC V9T 2H1

T: 250 751 8558


5

-

Adden

du

m #

01

1 : 20

5

1045 M

ILLE

R R

OA

D,

BO

WE

N I

SLA

ND

, B

C V

0N

1G

1

BO

WE

N I

SL

AN

D F

IRE

HA

LL

SH

S403

EC

1231-043

SECTIONS

2 2019.07.05 REVIEW

3 2019.07.10 TENDER


5 2019.08.29 Addendum #01

1 : 20S203

SECTION5

1 : 20S202

DETAIL9

1 : 20S301

DETAIL6

1 : 20S203

SECTION21 : 20S301

DETAIL31 : 20S203

SECTION1

1 : 20S202

SECTION4

1 : 20S203

SECTION7

ISSUED FOR

ADDENDUM #01

1 : 20S301

DETAIL101 : 20S202

DETAIL11TYPICAL BEAM OVER SHEARWALL

1 : 20S203

SECTION8

Bowen Island Fire Hall & Emergency Operations Centre Addendum Number One 149b-007-18 August 29, 2019 Page 1 of 3

The following addendum supersedes information contained in drawings and specifications issued for the project to the extent referenced. This Addendum forms part of the Tender Documents and is subject to all of the conditions set out in the contract conditions.

The AME Consulting Group Ltd.

1. DRAWINGS – MECHANICAL

1.1 Drawing No.: M0.03 (See attached)

.1 Add:

.1 EF-5 serving COMM 125 and EF-6 serving ELEC 124 room added to motor list.

.2 FCU-8 added to motor list.

.2 Revise:

.1 Motor list revised.

.2 Air Source Heat Pump schedule revised.

.3 Delete:

.1 Pre-action compressor, dry flow switch, dry tamper switch removed from the motor list.


.1 Add:

.1 FCU-8 serving COMM 121 added to fan coil schedule.


.1 Add:

.1 Expansion tank schedule for ET-1 and ET-2 added.

.2 Revise:

.1 P-1, 2, 3, 4, 5 schedules revised to reflect the new pump selections.

.2 HRV-1 and HRV-2 schedule revised to reflect the new HRV selection.

.3 EF-4 revised to Greenheck, CSP-A710-VG with 230 L/s and external static pressure 125 Pa.

.4 S-2 revised to EH Price, double deflection diffuser 520/F/L/A/B12.

.5 Note for diffusers and grilles revised.

.6 Note for exhaust fans revised.

.7 Note for pump revised.

.8 Domestic hot water recirculation pump (P-9) to be renumbered to P-6.


.1 Add:

.1 Air compressor added in Mezzanine 126 on gridlines 5/G. Compressor to be supplied and installed by Mechanical Contractor. Specification to be Powerex SES0508TM, c/w premium warranty.

.2 SCBA compressor to be to be supplied and installed by Mechanical Contractor. Specification to be JordAir FIRE-KAT6-1511-3EU-208V.




.3 Compressed air from Mezzanine 126 routed to serve Workshop 116 on gridlines 5/C and Apparatus Bay 123 on vertical gridline 4 and horizontal gridlines G&F.

.4 25Ø condensate drain from new FCU-8. Connect condensate drain to sink tailpiece in SCBA room.

.2 Revise:

.1 Compressed air size from SCBA compressor revised to 20Ø.

.2 Domestic piping layout in MECH 127 revised to be as shown on M6.03.

.3 Delete:

.1 Compressed air to Apparatus Bay 123 on vertical gridline 4 and horizontal gridlines G&F served by SCBA air compressor in COMP 121 removed.


.1 Add:

.1 VEF-1 exhaust air discharge termination on gridlines 1/H to be complete with insect screen.

.2 Air intake louver serving HRV-1 and HRV-2 added to be in between vertical gridlines 3&4 and horizontal gridline H on Main Floor plan.

.3 75Ø air intake serving SCBA compressor in COMP 121 added to connect with air intake louver in between vertical gridlines 3&4 and horizontal gridline H on Main Floor plan.

.4 FCU-8, S-2, G-2 serving the COMP 121 added.

.5 Air exhaust louver serving HRV-1 and HRV-2 added to be in between vertical gridlines 4&5 and horizontal gridline H on Mezzanine plan.

.6 Temperature sensors added in COMM 125 and ELEC 124.

.7 Note for condensate pump to each HRVs’ drain pans. Specification to be Little Giant VCC-20ULS (120V/1). Route 20Ø drain from each HRV to the nearest drain from SK-2 in SCBA 120 below.

.8 Motorised dampers and balancing dampers serving Gear Storage 119 added on gridlines G/5.

.2 Revise:

.1 Air intake louver size serving Apparatus Bay 123 resized to be 4200 MM x 300 MM.

.2 Washroom exhaust duct serving W/R #1 107, W/R #2 110 and W/R #3 109 revised to connect to EF-4. Revise EF-4 specification to CSP-A710-VG.

.3 Exhaust louver serving EF-1 and EF-2 relocated to gridlines 5/H to align with the COMP 121 door below.

.4 Air intake louver location serving ELEC 124 and COMM 125 relocated to be within ELEC 124 on gridlines C/4.

.5 Duct routing revised in Mezzanine 126 to match new HRV-1 and HRV-2.




.3 Delete:

.1 Washroom exhaust duct serving W/R #1 107, W/R #2 110 and W/R #3 109 on mezzanine level plan at gridlines C/5 removed.


.1 Revise:

.1 Hydronic piping layout in MECH 127 revised to be as shown on M6.03

.2 Hydronic piping and sizes revised.


.1 Revise:

.1 Concentric vent terminations relocated and size revised to be 100 MM diameter for DHWT-1, DHWT-1, B-1 and B-2.

.2 Delete:

.1 Roof terminations serving HRV-1 and HRV-2 removed.


.1 Revise:

.1 Hydronic schematics revised.


.1 Add:

.1 Drawing M6.03 has been added for the detailing of Mezzanine 126, MECH 127, and Gear storage 119.

.2 Add motorised dampers and balancing dampers for all branches in Gear storage 119 as shown in detail 6 on M6.03.

.3 Note added on detail 1 and 4, to secure the equipment to blocking (on floor) by mechanical contractor.

.4 Note added on detail 3, to provide custom support platform by mechanical contractor for HRV-2.

.2 Revise:

.1 Domestic hot water recirculation pump (P-9) to be renumbered to P-6.

.2 VFDs location for HRV-1 and HRV-2 relocated to be in MECH 127.

END OF MECHANICAL ADDENDUM NO. 2

MECHANICAL MOTORLIST

EQUIP. TAG

HRV-1

HRV-2

ASHP-1

B-1

B-2

FCU-1

FCU-2

FCU-3

FCU-4

FCU-5

FCU-6

FCU-7

FCU-8

UH-1

UH-2

UH-3

UH-4

FFH-1

P-1

P-2/3

P-5/4

P-6

FP-1

FP-2

DHWT-1

DHWT-2

CA-1

CA-2

VEF-1

EF-1

EF-2

EF-3

EF-4

EF-5

EF-6

HEF-1

VARIOUS

VARIOUS

SUPPLIER / INSTALL / WIRE CODES:

M = MECHANICAL

E = ELECTRICAL

G = GENERAL CONTRACTOR

S = SUPPLIED BY

I = INSTALLED BY

C = CONNECTED BY

STARTER CODES:

MAN = MANUAL STARTER

MAG = MAGNETIC STARTER W/ HOA

SWITCH W/ AUX. CONTACTS

MRR = MOTOR RATED RELAY, 24 VAC COIL

& MOTOR PROTECTION SWITCH

PCS = PACKAGED CONTROL SYSTEM

VSD = VARIABLE SPEED DRIVE

RVS = REDUCED VOLTAGE STARTER

WS = WALL SWITCH

CP = CONTROL PANEL

EQUIPMENT DESCRIPTION

HEAT RECOVERY UNITS

HEAT RECOVERY UNITS SUPPLY FAN

HEAT RECOVERY UNITS RETURN FAN

HEAT RECOVERY UNITS SUPPLY FAN

HEAT RECOVERY UNITS RETURN FAN

HRV-1 ELECTRIC PREHEAT COIL

HRV-2 ELECTRIC PREHEAT COIL

AIR SOURCE HEAT PUMP


BOILERS

PROPANE-FIRED BOILER

PROPANE-FIRED BOILER

FANCOILS

FAN COIL

FAN COIL

FAN COIL

FAN COIL

FAN COIL

FAN COIL

FAN COIL

FAN COIL

UNIT HEATERS

PROPANE UNIT HEATER

PROPANE UNIT HEATER

PROPANE UNIT HEATER

PROPANE UNIT HEATER

FORCED FLOW HEATER

FORCED FLOW HEATER

HVAC CIRCULATING PUMPS

ASHP CIRCULATOR

BOILER CIRCULATOR

HEATING WATER SYSTEM CIRCULATOR

MISC PUMPS

DHW RECIRCULATION PUMP

FUEL (DIESEL) PUMP

FUEL (GAS) PUMP

CONDENSATE PUMP - HRV-1

CONDENSATE PUMP - HRV-2

DOMESTIC HOT WATER TANKS



MISCELLANEOUS

SCBA COMPRESSOR

SHOP COMPRESSOR

BMS CONTROL PANEL

CO AND NOX SENSORS

SUPERVISORY (EMERGENCY VALVE) FOR GAS FIRE EQUIPMENT

FUEL OIL MONNITORING SYSTEM

NEDERMAN EXHAUST SYSTEM

NEDERMAN EXHAUST FAN

MAGNA RAIL 1

MAGNA RAIL 2

MAGNA RAIL 3

NEDERMAN RADIO RECEIVER

EXHAUST FANS

INLINE CABINET EXHAUST FAN






KITCHEN HOOD EXHAUST FAN

FIRE PROTECTION SYSTEMS

ZONE TAMPER SWITCH

ZONE FLOW SWITCH

FIRE/SMOKE DAMPERS

LOCATION

MEZZANINE

MEZZANINE

MEZZANINE

MEZZANINE

MEZZANINE

MEZZANINE

GROUND (OUTDOOR)

MECHANICAL ROOM

MECHANICAL ROOM

CORRIDOR C2

STORAGE

KITCHEN DAY/ROOM

KITCHEN DAY/ROOM

KITCHEN DAY/ROOM

CORRIDOR C1

ENTRY

SCBA

APARATUS BAY

APARATUS BAY

APARATUS BAY

APARATUS BAY

ENTRY

MECHANICAL ROOM

MECHANICAL ROOM

MECHANICAL ROOM

MECHANICAL ROOM

REFER TO DRAWING

REFER TO DRAWING

MEZZANINE

MEZZANINE

MECHANICAL ROOM

MECHANICAL ROOM

COMPRESSOR ROOM

COMPRESOR ROOM

MECHANICAL ROOM

APPARATUS BAY

REFER TO DRAWINGS

APPARATUS BAY

APPARATUS BAY

APPARATUS BAY

APPARATUS BAY

APPARATUS BAY

APPARATUS BAY

COMP RM

SCBA

DECON W/R

UTILITY RM

COMM RM

ELEC RM

KITCHEN

WATER ENTRY ROOM

WATER ENTRY ROOM

REFER TO DRAWING

CONTROL DEVICE CODES:

BMS = BLDG MANAGEMENT SYSTEM

ES = END SWITCH

ET = LINE VOLTAGE T'STAT

AS = AQUASTAT

FS = FLOW SWITCH

GS = GAS SENSOR

H = HUMIDITY SENSOR

I = INTERLOCK, SEE NOTES

LS = LEVEL SWITCH

PS = PRESSURE SWITCH

TC = TIME CLOCK

T = LOW VOLTAGE T'STAT OR SENSOR

TS = TAMPER SWITCH

VS = VARIABLE SPEED SWITCH

WS = WALL SWITCH

FLS = FLOAT SWITCH - SEE NOTE

INT = INTEGRAL TO THE UNIT

EQUIPMENT

S

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

H.P.

3

2

3

2

FRAC

FRAC

FRAC

FRAC

FRAC

FRAC

FRAC

0.5

FRAC

FRAC

FRAC

FRAC

2

1

1.5

FRAC

1

1

FRAC

FRAC

20

5

15 A BREAKER

15 A BREAKER

15

FRAC

FRAC

FRAC

FRAC

FRAC

FRAC

FRAC

KW

35

32

4

LOCATION CODES:

1 = AT OR NEAR MOTOR

2 = MOTOR CONTROL CENTRE

3 = EQUIPMENT ROOM

4 = ELECTRICAL ROOM

5 = AS SHOWN ON DRAWINGS

MISCELLANEOUS CODES:

FFCP = FIRE FIGHTERS CONTROL PANEL

MOP

90

90

90

90

250

MCA

85

85

85

85

202

FLA

9.5

5.77

9.5

5.77

16

16

3A

VOLT

208

208

208

208

208

208

208

120

120

120

120

120

120

120

120

120

120

120

120

120

120

208

208

208

208

120

120

120

120

120

120

120

208

208

120

120

120

120

208

120

120

120

120

120

120

120

120

120

120

120

PH

3

3

3

3

3

3

3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

3

3

1

1

1

1

1

1

1

3

3

1

1

1

1

3

1

1

1

1

1

1

1

1

1

1

1

DISCONNECT

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

-

E

E

E

E

E

E

-

E

E

E

E

E

E

E

-

-

I

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

-

E

E

E

E

E

E

E

-

E

E

E

E

E

E

E

-

-

C

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

-

E

E

E

E

E

E

E

-

E

E

E

E

E

E

E

-

-

GENERAL NOTES:

1. ALL SYSTEMS ARE ON EMERGENCY POWER AS THE BUILDING 100% BACKED UP FOR THE POST DISASTER

SCENARIO.

NOTES:

1. PROVIDE 24V TRANSFORMER

2. PROVIDE 115V POWER TO CONTROLLER PER MANUFACTURER'S INSTRUCTIONS.

3. PROVIDE 120V CONNECTION TO THE END OF EACH MAGNA RAIL WHERE THE TRUCK DRIVES INTO THE APPARATUS

BAY. COORDINATE WITH NEDERMAN SUPPLIER FOR EXACT LOCATION.

4. HEAT TRACING FOR FIRE PROTECTION SYSTEM TO ACTIVATE ALARM ON LOSS OF POWER, LOW TEMPERATURE,

RTD FAILURE, GROUNDFAULT TRIP BACK TO FIRE ALARM PANEL AND BMS THROUGH DRY CONTACT.

5. SINGLE POINT CONNECTION

6. COMPRESSOR SIZE TO BE CONFIRMED BY ARCH/OWNER

7. TWO (2) COMPRESSORS

8. NORMAL POWER (NON-EMERGENCY)

9. PROVIDE LINE/LOAD REACTOR (BY DIV. 26)

LOCATION

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

-

-

-

-

1

1

1

1

-

1

1

1

1

1

1

1

-

-

STARTER

TYPE

VFD

VFD

VFD

VFD

INT

INT

PCS

PCS

PCS

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MRR

MAG

MAG

MAG

MRR

MAN

MAN

MRR

MRR

INT

INT

PCS

PCS

-

INT

-

INT

VFD

-

-

-

-

MRR

MRR

MRR

MRR

MRR

MRR

MAN

-

-

S

M

M

M

M

M

M

M

M

M

E

E

E

E

E

E

E

E

E

E

E

E

E

E

M

M

M

E

E

E

E

E

M

M

M

M

-

M

E

M

E

-

-

-

-

E

E

E

E

E

E

E

-

-

I

M

M

M

M

M

M

M

M

M

E

E

E

E

E

E

E

E

E

E

E

E

E

E

M

M

M

E

E

E

E

E

M

M

M

M

-

M

E

M

E

-

-

-

-

E

E

E

E

E

E

E

-

-

C

M

M

M

M

M

M

M

M

M

E

E

E

E

E

E

E

E

E

E

E

E

E

E

M

M

M

E

E

E

E

E

M

M

M

M

-

M

E

M

E

-

-

-

-

E

E

E

E

E

E

E

-

-

LOCATION

3

3

3

3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

-

-

-

-

1

-

-

-

-

1

1

1

1

1

1

1

-

-

CONTROL

TYPE

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

BMS

FLS

FLS

INT

INT

INT

INT

PS

PS

BMS

BMS

MAN

INT

SAC

-

-

-

BMS

BMS

BMS

BMS

BMS

BMS

SW

-

-

S

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

INT

INT

M

M

M

M

M

M

M

-

-

-

-

M

M

M

M

M

M

M

-

-

I

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

INT

INT

M

M

M

M

E

M

M

-

-

-

-

M

M

M

M

M

M

M

-

-

C

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

INT

INT

M

M

M

M

E

M

M

-

-

-

-

M

M

M

M

M

M

M

-

-

NOTES

5

5

8

8

7

8

8

1

9

3

3

3

2

DOMESTIC HOT WATER TANK (GAS FIRED)

EQUIPMENT

TAG

DHWT-1

DHWT-2

NOTES:

1

2

3

4

5

QTY

1

1

PROVIDE MANUFACTURER CONTROLS

PROVIDE TEMP AND PRESSURE VALVE WITH A LOW WATER CUT-OFF.

PROVIDE FLUE & VENTING KITS

MEETS OR EXCEEDS INSULATION REQUIREMENT AS PER ASHRAE 90.1

PROVIDE ACID NEUTRALIZER

LOCATION

MECH ROOM

MECH ROOM

HEIGHT

(MM)

1410

1410

DIAMETER/WIDTH

(MM)

705

705

MANUFACTURER

A.O. SMITH

A.O. SMITH

MODEL

BTH-120 Mxi

BTH-120 Mxi

VOLUME

(L)

228

228

INPUT

(kW)

35

35

RECOVERY CAPACITY

(LPH)

523

523

TEMP. RISE

(DEG C)

38

38

POWER

(V/PH/HZ)

120/1/60

120/1/60

OPERATING

WEIGHT (KG)

210

210

NOTES

ALL

ALL

HEAT PUMP (AIR SOURCE)

TAG

ASHP-1

NOTES:

1

2

3

4

5

6

7

8

9

10

SERVICE

OFFICE AREA

R410A REFRIGERANT

2-PIPE HEAT RECOVERY AIR-TO-WATER HEAT PUMP

4 COMPRESSORS / 2 REFRIGERANT CIRCUITS

STAINLESS STEEL HEAT EXCHANGER AND BRAZED PLATE EVAPORATOR

MULTIPLE INDEPENDENT REFRIGERATION SYSTEMS

DUAL CONDENSER FANS PER MODULE FOR QUIET OPERATION (EACH FAN TO BE C/W VFD)

RS-485 CONNECTION FOR INTERFACE WITH BUILDING MANAGEMENT SYSTEM. PROVIDE BACNET PROTOCOL GATEWAY

COOLING OPERATION DOWN TO 14°F

SINGLE-POINT POWER CONNECTION C/W FACTORY DISCONNECT

TOTAL EFFICIENCY RATIO (TEP) WITH HEAT RECOVERY = 7.02 WITH COOLING OUTPUT = 647 MBH (44°F LWT); HEATING OUTPUT = 763 MBH (113°F HWS)

LOCATION

GROUND (OUTDOOR)

MAKE

MULTISTACK

MODEL

(2)ARP020XN12A2RS0AAASN

HEATING DATA

HEATING

CAPACITY

(KW)

107.47

AMBIENT

AIR

(°C)

0

EWT

(°C)

35

LWT

(°C)

41

FLOW

RATE

(L/S)

7

W.P.D.

(KPA)

24.0

COP

2.3

COOLING DATA

COOLING

CAPACITY

(TONS)

41.8

AMBIENT

AIR

(°C)

29.4

11

12

13

14

15

EWT

(°C)

12.8

ELECTRONIC LOAD WATER CONTROL

QUICK INTERCONNECT MODULAR DESIGN

5KA SCCR

WARRANTIES: 5-YEAR ON COMPRESSOR AND 1-YEAR ON ALL PARTS

CHILLED WATER SIDE MAX WORKING PRESSURE: 150PSI

LWT

(°C)

7.2

FLOW

RATE

(L/S)

6.9

W.P.D.

(KPA)

120.0

EER

12.8

ELECTRICAL

(V/PH/HZ)

208/3/60

COMPRESSOR

RLA

(PER COMPRESSOR)

40

MOP

250

OPERATING

WEIGHT

(KG)

1,837

NOTES

ALL

7

7

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision

All rights reserved. These drawings, CAD and/ or

Revit files or design are and at all times remain the

exclusive property of Johnston Davidson Architecture

+ Planning Inc. (JDA+P), and cannot be used without

the written consent of JDA+P. These drawings are

not valid for construction without the seal of the

Architects.

Job Title

Sheet Title

Client

[email protected]

Vancouver, BC, Canada, V6A 3Y1

301 - 877 East Hastings Street

Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19

Bowen IslandFirehall

Bowen IslandMunicipality

788 Grafton Rd.Bowen Island, BCV0N 1G2

1

6

CALGARYT. 403-252-2333F. 403-253-3324710 - 1122 4TH STREET SWCALGARY, AB T2R 1M1

VICTORIAT. 250-382-5999F. 250-382-5998721 JOHNSON STVICTORIA, BC V8W 1M8

VANCOUVERT. 604-684-5995F. 604-684-59931100 - 808 W HASTINGS STVANCOUVER, BC V6C 2X4

75% REVIEW 08-MAY-2019

ISSUED FOR REVIEW 06-JUNE-20192

ISSUED FOR REVIEW 04-JULY-20193

ISSUED FOR TENDER 12-JULY-20194

ISSUED FOR BP 18-JULY-20195

6 NOT ISSUED 21-AUG-2019

7 ISSUED FOR ADD-001 29-AUG-2019

ABAC N.T.S.

MECHANICALMOTORLIST AND

EQUIPMENT SCHEDULES

FAN COIL UNIT

EQUIPMENT

TAG

FCU-1

FCU-2

FCU-3

FCU-4

FCU-5

FCU-6

FCU-7

FCU-8

NOTES:

1.

2.

3.

4.

QTY

1

1

1

1

1

1

1

1

PROVIDE HEATING AND/OR COOLING COIL SIZED AS INDICATED.

PROVIDE DRIP PAN UNDER COOLING COIL AND/OR UNIT.

REFER TO THE MOTORLIST FOR ADDITIONAL REQUIREMENTS.

SWITCH-OVER COIL AND OPERATION.

SERVICE

TRAINING RM #1 - 111

TRAINING RM #2 - 112

KITCHEN/DAY ROOM - 108

RADIO ROOM - 106

EP OFFICE - 102

TRAINING OFFICE - 105

CHIEF + DEPUTY - 101

COMP 121

LOCATION

CORRIDOR - C2

STORAGE - 113




CORRIDOR - C1

ENTRY - 100

SCBA 120

MANUFACTURER

TRANE

TRANE

TRANE

TRANE

TRANE

TRANE

TRANE

WILLIAMS

MODEL

SIZE (LxHxW)

1905x254x635

1905x254x635

965x254x635

838x254x635

838x254x635

838x254x635

838x254x635

1100x305x722

WEIGHT

(KG)

82.4

82.4

46.2

33.3

33.3

33.3

33.3

72.6

AIR FLOW

(LPS)

575

575

180

75

75

75

75

378

OUTDOOR AIR

(LPS)

-

-

-

-

-

-

-

-

5.

6.

7.

ESP

(PA)

65.0

65.0

65.0

65.0

65.0

65.0

65.0

65.0

UNIT TO COME WITH FACTORY-WIRED STARTER

CONTROLLED AND MONITORED AT DDC.

UNIT TO BE SUPPLIED WITH MERV13 FILTER.

NO. FANS

(#)

-

-

-

-

-

-

-

-

DRIVE

TYPE

-

-

-

-

-

-

-

-

MOTOR

QTY/HP

2/0.13&0.22

2/0.13&0.22

1/0.13

1/0.13

1/0.13

1/0.13

1/0.13

1/0.5

NO. COILS

HEATING

1

1

1

1

1

1

1

1

HGT CAP

(KW)

12.5

12.5

5.1

2.6

2.6

2.6

3

12.5

HGT COIL

EAT (DEG C)

12.8

12.8

12.8

12.8

12.8

12.8

12.8

12.8

HGT COIL

LAT (DEG C)

30.6

30.6

36.5

42.1

42.1

42.1

42.1

42.8

COIL FLOW

(LPS)

0.27

0.27

0.11

0.06

0.06

0.06

0.06

0.37

HGT COIL

EWT (DEG C)

49

49

49

49

49

49

49

49

HGT COIL

LWT (DEG C)

38

38

38

38

38

38

38

41

NOTES

ALL

ALL

ALL

ALL

ALL

ALL

ALL

ALL

UNIT HEATER (GAS FIRED)

EQUIPMENT

TAG

UH-1

UH-2

UH-3

UH-4

NOTES:

1.

2.

3.

4.

QTY

1

1

1

1

25MM THROW AWAY FILTER.

FREE DISCHARGE MOTOR.

INLET FRONT BAR GRILLE / OUTLET TOP BAR GRILLE.

HIGH STATIC MOTOR.

SERVICE

APPARATUS BAYS 123

APPARATUS BAYS 123

APPARATUS BAYS 123

APPARATUS BAYS 123

LOCATION

APPARATUS BAYS 123

APPARATUS BAYS 123

APPARATUS BAYS 123

APPARATUS BAYS 123

MANUFACTURER

MODINE

MODINE

MODINE

MODINE

5.

6.

7.

TYPE

PROPANE

PROPANE

PROPANE

PROPANE

CUSTOM COLOR SELECTED BY ARCHITECT.

NO OUTDOOR CONNECTION.

PROVIDE TWO-STAGE GAS CONTROL 50% LOW FIRE.

MOUNTING

TYPE

CEILING SUSPENDED

CEILING SUSPENDED

CEILING SUSPENDED

CEILING SUSPENDED

MODEL

HDS 60AS0121FBAN

HDS 60AS0121FBAN

HDS 60AS0121FBAN

HDS 60AS0121FBAN

AIR FLOW

(LPS)

450

450

450

450

ESP

(PA)

0

0

0

0

MOTOR

(HP)

1/12

1/12

1/12

1/12

HGT CAP

(KW)

17.6

17.6

17.6

17.6

OP WEIGHT

(LBS)

80

80

80

80

ELEC

(V/PH/HZ)

120/1/60

120/1/60

120/1/60

120/1/60

NOTES

ALL

ALL

ALL

ALL

PLUMBING FIXTURE SCHEDULE

LAV-1 - SEMI-COUNTER BASIN WITH BELOW DECK MECHANICAL WATER MIXING VALVE

- AMERICAN STANDARD 9960.403.020 MEZZO - VITREOUS CHINA, WHITE FINISH, 3 HOLES, 4" (102 mm) CENTER, REAR OVERFLOW, FAUCET

LEDGE, 32 mm (1-1/4") WASTE ASSEMBLY, SPACE SAVING DESIGN MOUNTING KIT. NOMINAL DIMENSIONS 559 MM (22") x 546 MM (21-1/2") x 210

MM (8-1/4"). BOWL DIMENSIONS 482 MM (19") x 381 MM (15") x 175 MM (6-7/8").

- PROVIDE BASIN RIM SEALANT.

- AMERICAN STANDARD 2275.505.002 COLONY SOFT TWO HANDLES FAUCET, POLISHED CHROME FINISH, METAL BODY, 1/4 TURN WASHERLESS

CERAMIC DISC VALVE , 4.5 LPM (1.2 GPM), AERATOR OUTLET, 107 MM (4-3/16") PROJECTION. METAL LEVER HANDLE, POP-UP LIFT ROD, HOLE

AND KNOB, SUPPLIED WITH PLUG BUTTON, 13MM (1/2") MALE THREADED INLET SHANKS.

- LAWLER #TMM-1070, BELOW DECK MECHANICAL WATER MIXING VALVE, INTEGRAL CHECKS. INSTALL IN WALL C/W STAINLESS STEEL ACCESS

PANEL OR (IF POSSIBLE) BEHIND LAVATORY P-TRAP SHROUD.

- MCGUIRE #155A OPEN GRID DRAIN.

- MCGUIRE #LFH170BV POLISHED BRASS FAUCET SUPPLIES.

- MCGUIRE #8872C P-TRAP, CHROME PLATED FINISH.

- WATTS #WCA-411-CA-481, BASIN CARRIER.

- PROVIDE TEE, ADAPTORS AND FLEX. COPPER TUBING TO SUIT INSTALLATION.

- PROVIDE TEMPERED WATER TO HOT SIDE OF FAUCET.

FD-1 - FLOOR DRAIN - FINISHED AREA

- WATTS #FD-100-C-A FLOOR DRAIN - EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE MEMBRANE CLAMP WITH

PRIMARY AND SECONDARY WEEPHOLES, 1/4"(6) THICK (7") ADJUSTABLE NICKEL BRONZE (STANDARD) STRAINER, AND NO HUB (MJ)

(STANDARD) OUTLET.

- INCLUDE TRAP PRIMER C/W AIR GAP.

JS-1 - SERVICE/MOP SINK SQUARE

- FIAT PRODUCTS MSB2424100 MODESTO - FLOOR MOUNTED, FLOOR MOUNTED, MOLDED STONE WHITE, PLAIN CURBS, STAINLESS STEEL

WITH STRAINER. NOMINAL DIMENSIONS: 610 mm (24") x 610 mm (24") x 254 mm (10").

- AMERICAN STANDARD 8350.243.002 YOKE WALL MOUNTED TWO HANDLES UTILITY/MOP FAUCET, POLISHED CHROME FINISH, CAST BRASS

BODY, INTEGRAL STOPS, SLOW COMPRESSION CARTRIDGE, UNRESTRICTED HOSE END OUTLET, ATMOSPHERIC VACUUM BREAKER AND

BUCKET HOOK, 184 MM (7-1/4") FROM WALL TO OUTLET, LEVER HANDLES, 13MM (1/2") NPT FEMALE INLETS.

- PROVIDE P-TRAP, SAME MATERIAL AS THE CONNECTING PIPE DRAIN.

WC-1 - DUAL FLUSH TANK TOILET

- AMERICAN STANDARD 2476516.020 FLOWISE DUAL FLUSH ELONGATED, FLOOR MOUNTED TOILET, WHITE FINISH, VITREOUS CHINA,

ELONGATED BOWL, 1.6GPF / 6LPF FULL FLUSH, AND 0.8GPF / 3LPF PARTIAL FLUSH.

- MCGUIRE #LFH172BV TOILET SUPPLY, CHROME PLATED FINISHED POLISHED BRASS COMMERCIAL DUTY 1/4 TURN BALL VALVE ANGLE STOPS,

1/2" (13 mm) I.D. INLET x 5" (127 mm) LONG RIGID HORIZONTAL INTEGRAL COPPER SWEAT TUBE NIPPLES, COMBINATION V.P. LOOSE KEY

HANDLES, ESCUTCHEON AND FLEXIBLE COPPER RISERS.

- PROVIDE FLOOR FLANGE, (SAME MATERIAL AS THE CONNECTING PIPE DRAIN), WITH ALL BRASS BOLTS AND WITH RUBBER GASKET.

SK-1 KITCHEN SINK

- FRANKE LBD6408-1/1 DOUBLE BOWL COUNTERTOP MOUNT SINK - 1 HOLE, DOUBLE COMPARTMENT, SPILLWAY, GRADE 18-10 GA (0.9mm)

TYPE 302 STAINLESS STEEL, SELF RIMMING, BACKLEDGE, SATIN FINISH RIM AND BOWLS, MOUNTING KIT PROVIDED, UNDERCOATED,

FACTORY APPLIED RIM SEAL, 89 MM (3-1/2") CRUMB CUP WASTE ASSEMBLY WITH 38 MM (1-1/2") TAILPIECE. NOMINAL DIMENSIONS: 794 mm

(31-1/4") x 521 mm (20-1/2") x 203 mm (8").

- AMERICAN STANDARD 4205.104.002 RELIANT+ SINGLE HANDLE FAUCET, POLISHED CHROME FINISH, CENTRE HOLE ONLY, WASHERLESS

CERAMIC DISC CARTRIDGE, 8.3 LPM (2.2 GPM) REGULATOR, SWING SPOUT, 232 mm (9-1/8") PROJECTION, LEVER HANDLE, DELUXE PULL-OUT

SPRAY WITH ADJUSTABLE SPRAY PATTERN AND LOCK & TURN ACTIVATION BUTTON, 10 mm (3/8") COMPRESSION INLETS, BRAIDED FLEXIBLE

SUPPLY HOSES.

- AMERICAN STANDARD 605XTMV1070.007POINT OF USE THERMOSTATIC WATER MIXING VALVE, BRONZE BODY, TEMPERATURE ADJUSTMENT

BY USING A HEX WRENCH, 10 mm (3/8") INLETS COMPRESSION FITTINGS WITH STAINLESS STEEL 508 mm (20") FLEXIBLE HOSES AND 13 mm

(1/2") MNPT OUTLET CONNECTION, BUILT-IN CHECKS, HOUSED IN 127 mm x 86 mm x 81 mm (5" x 3-3/8" x 3-3/16") ENCLOSURE. SET VALVE

TEMPERATURE AT 46°C (114.8°F).



- MCGUIRE #LFBV170 CHROME PLATED FINISH POLISHED BRASS FAUCET SUPPLIES.

- MCGUIRE #8912CB P-TRAP, CHROME PLATED FINISH, HEAVY CAST BRASS ADJUSTABLE BODY, WITH SLIP NUT, WITH UPSTREAM DISHWASHER

CONNECTION, AND 38 MM (1-1/2") SIZE.

SH-1 UNIVERSAL SHOWER TRIM

- DELTA T13H162 - POLISHED CHROME PLATED FINISH, PRESSURE BALANCE CARTRIDGE, TEMPERATURE ONLY CONTROLLED WITH HANDLE,

INTEGRAL CHECKS IN THE CARTRIDGE PREVENT CROSSFLOW BETWEEN HOT AND COLD WATER INLETS. CARTRIDGE RATED MINIMUM 1.2

GPM @ 45 PSI (4.5 L/MIN @ 310 KPA), NON-REMOVABLE BLUE/RED VISUAL COVER INDICATOR , HANDLE # 2, METAL LEVER HANDLE, ADA

COMPLIANT, 85 mm (3.33"), #6 SHOWER, 30° VANDAL RESISTANT CAST WALLMOUNT SHOWERHEADM, MAX FLOW RATE 1.5 GPM @ 80 PSI (5.7

L/MIN @ 552 KPA).

UR-1 URINAL

- AMERICAN STANDARD 6590.001.020 WASHBROOK FLOWISE, VITREOUS CHINA, WALL HUNG, EXTENDED SIDES FOR PRIVACY, WASHDOWN

ACTION, FLUSHING RIM, URINAL (1.0 GPF / 3.8 LPF).

- SLOAN ROYAL 186-0.125-CP ROYAL EXPOSED FLUSHOMETER FOR TOP SPUD URINAL, POLISHED CHROME FINISH, 0.5L (0.125 GAL) FACTORY

SET FLOW, QUIET ACTION 'PERMEX' DIAPHRAGM TYPE WITH DUAL FILTER BY-PASS, NON-HOLD OPEN FEATURE, A.D.A TRIPLE SEAL

OSCILLATING HANDLE, V.P. SMOOTH DESIGN STOP CAP ON BAK-CHEK ANGLE STOP (SCREWDRIVER OPERATED), HIGH PRESSURE VACUUM

BREAKER.

- PROVIDE 4" (102 mm) SQUARE ELECTRICAL BOX FOR MOUNTING SENSOR PLATE.

- WATTS CA-321 FIXTURE CARRIER, STEEL HANGER PLATE, HEAVY GAUGE EPOXY COATED STEEL OFFSET UPRIGHTS WITH WELDED FEET

SUPPORTS, PLATED HARDWARE. MINIMUM SPACE REQUIRED: FOR ONE UNIT: 102 mm (4") FINISHED METAL STUD WALL TO BACK OF PIPE

SPACE.

- WUCO URINAL WALL ACCESS CLEANOUT, TWO (2) PIECE EXPANDABLE PLUG WITH 102 mm (4") DIAMETER STAINLESS STEEL ACCESS COVER,

SECURED WITH VANDAL PROOF STAINLESS STEEL SCREW.

- CHAMPION MI-HUB TR, COUPLING, NO-HUB, TYPE 300 AISI STAINLESS STEEL BAND, TYPE 300 AISI STAINLESS STEEL EYELETS, ELASTOMERIC

COMPOUND GASKET MEETING THE REQUIREMENTS OF ASTM C-564, TYPE 300 AISI STAINLESS STEEL SHIELD, TESTED TO MAINTAIN 4.3 PSI

OF WATER PRESSURE AT 60 INCH LB MIN/MAX TORQUE BOLT TIGHTNESS.

NFWH-1 - NON-FREEZE WALL HYDRANT

- WATTS #HY-725 NON-FREEZE WALL HYDRANT - CONCEALED NON-FREEZE KEY OPERATED WALL HYDRANT WITH NICKEL BRONZE BOX AND

DOOR, CHROME PLATED HYDRANT FACE, INTEGRAL VACUUM BREAKER, 3/4 IN. (19MM) HOSE CONNECTION, 3/4 IN. (19MM)FEMALE X 1 IN.

(25MM) MALE PIPE CONNECTION, ALL BRONZE HEAD, SEAT CASTING AND INTERNAL WORKING PARTS, BRONZE WALL CASING, AND LOOSE

KEY. COMPLIES WITH ASSE 1019-2004, UPC/IAMPO LISTED. MAX. OPERATING PRESSURE 125 PSI.

DOMESTIC WATER SIZING TABLE

PIPE MATERIAL

COPPER - TYPE K

COPPER - TYPE K

COPPER - TYPE K

COPPER - TYPE K

COPPER - TYPE K

COPPER - TYPE K

COPPER - TYPE K

COPPER - TYPE K

NOMINAL PIPE SIZE

(MM)

15

20

25

30

40

50

65

75

FU

3.5

9.0

18.0

29.0

46.0

120.0

245.0

400.0

COLD WATER

L/S

0.23

0.48

0.81

1.24

1.75

3.04

4.69

6.70

GPM

3.6

7.6

12.8

19.7

27.7

48.2

74.3

106.2

VEL. (FT/S)

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

FU

2.5

7.5

14.0

22.0

34.0

81.0

170.0

295.0

HOT & RECIRC WATER

L/S

0.18

0.38

0.65

0.99

1.40

2.43

3.75

5.36

GPM

2.9

6.0

10.3

15.7

22.2

38.5

59.4

85.0

VEL. (FT/S)

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

DOMESTIC WATER SIZING TABLE

PIPE MATERIAL

PEX

PEX

PEX

PEX

PEX

PEX

PEX

PEX

NOMINAL PIPE SIZE

(MM)

15

20

25

30

40

50

65

75

COLD, HOT & RECIRC WATER

FU

7.0

17.0

30.0

54.0

102.0

265.0

500.0

750.0

L/S

0.36

0.77

1.26

1.80

2.80

4.92

7.89

10.73

GPM

5.7

12.2

20.0

28.5

44.4

78.0

125.1

170.1

VEL. (FT/S)

8.0

8.0

8.0

8.0

8.0

8.0

8.0

8.0

HEATING COIL (HYDRONIC)

EQUIPMENT

TAG

HC-1

NOTES:

1.

SERVICE

119,123

REFER TO DRAWINGS FOR LOCATION.

LOCATION

MEZZANINE 126

MANUFACTURER

TRANE

MODEL

DWPB18030G0DA102DAAA00B

COIL LOAD

(KW)

33

FLUID FLOW

(LPM)

60

EWT

(DEG C)

49

LWT

(DEG C)

38

MAX PRESS.

DROP (KPA)

0.11

AIR FLOW

(LPS)

1086

EAT

(DEG C)

7

LAT

(DEG C)

32

AIR VEL

(MPS)

-

SIZE

(WxH) MM

762x457

NOTES

ALL

BOILER (GAS FIRED)

EQUIPMENT

TAG

B-1

B-2

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

LOCATION

MECH ROOM

MECH ROOM

LOW WATER CUT-OFF

FULLY MODULATING BURNER

TEMPERATURE AND PRESSURE GAUGE

2-BOILER MANIFOLD WITH LOW-LOSS HEADER, MODEL 200/120

RELIEF VALVES

UL APPROVED

GAS VALVE

REFER TO MOTORLIS FOR SEPARATE POWER TO CONTROLLERS.

BOILER TO BE SUPPLIED WITH PACKAGED CONTROLS SYSTEM FOR BOILER (AND CIRC PUMP VFD) MODULATION, OUTDOOR AIR SENSOR AND DDC SYSTEM MONITOR POINTS

PROVIDE WITH ACID NEUTRALIZER

PROVIDE CO-AXIAL VENT KIT

MANUFACTURER

IBC

IBC

TYPE

CONDENSING BOILER

CONDENSING BOILER

MODEL

SL 26-260G3

SL 26-260G3

INPUT

(KW)

67

67

OUTPUT

(KW)

63

63

EFF.

(%)

95

95

FLOW RATE

(L/S)

1

1

WATER P. DROP

(Pa)

28704

28704

EWT

(DEG C)

38

38

LWT

(DEG C)

49

49

OP. WEIGHT

(KG)

73

73

ELEC LOAD

(MCA)

-

-

POWER

(V/PH/HZ)

120/1/60

120/1/60

NOTES

ALL

ALL

LAV-2 - DROP-IN BASIN

- AMERICAN STANDARD 0475.047.020 AQUALYN - SELF-RIMMING / DROP-IN BASIN, VITREOUS CHINA, WHITE FINISH, CENTRE HOLE ONLY,

FRONT OVERFLOW, FAUCET LEDGE, 32 MM (1-1/4") WASTE ASSEMBLY, TAPERED EDGES. NOMINAL DIMENSIONS 518 MM (20-3/8") x 441 MM

(17-3/8") x 178 MM (7"). BOWL DIMENSIONS 406 MM (16") x 254 MM (10") x 143 MM (5-5/8"). SHIPPING WEIGHT: 9.5 KG (21 LBS).

- PROVIDE BASIN RIM SEALANT.

- AMERICAN STANDARD 2506LDH.101.002 MOMENTS SINGLE HANDLE FAUCET, POLISHED CHROME FINISH, CENTRE HOLE ONLY, BRASS,

WASHERLESS CERAMIC DISC VALVE CARTRIDGES, 4.5 LPM (1.2 GPM), AERATOR OUTLET, 120 MM (4-3/4") PROJECTION. METAL LEVER

HANDLE, LESS POP-UP DRAIN, 10 MM (3/8") COMPRESSION INLETS, BRAIDED FLEXIBLE SUPPLY HOSES, INTEGRAL HOT WATER LIMIT STOP.

- LAWLER #TMM-1070, BELOW DECK MECHANICAL WATER MIXING VALVE, INTEGRAL CHECKS.- MCGUIRE #155A OPEN GRID DRAIN.

- MCGUIRE #155A OPEN GRID DRAIN, CAST BRASS ONE PIECE TOP, 17 GA. (1.5 MM) TUBULAR 32 MM (1-1/4") TAILPIECE.

- MCGUIRE #LFH170BV POLISHED BRASS FAUCET SUPPLIES.

- MCGUIRE #8872C P-TRAP, CHROME PLATED FINISH.



FD-2 - FLOOR DRAIN

- ZURN Z675 AREA DRAIN - 13-1/2" (343 MM) SQUARE TOP DRAIN, DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, SEEPAGE PAN AND

VERTICALLY ADJUSTABLE FOUR POSITION FRAME DURESIST EXTRA HEAVY-DUTY LOOSE SLOTTED GRATE WITH SUSPENDED SEDIMENT

BUCKET

- INCLUDE TRAP PRIMER C/W AIR GAP.

LS-1 LAUNDRY SINK

- FIAT #FL-1 FLOOR MOUNTED SERV-A-SINK. WHITE BAKED ENAMEL ANGLE LEGS THAT SLIP INTO MOLDED SOCKETS FOR RIGID, FRICTION -

FIT. NOMINAL DIMENSIONS - 514 MM x 438 MM x 330 MM.

- AMERICAN STANDARD FAUCET #2475.540 - COLONY SOFT TWO-HANDLE LAUNDRY FAUCET.

SK-2 SINK

- T&S BRASS PRE-RINSE UNIT #B-0123-ADF12-B: EASY INSTALL 8" DECK MOUNT MIXING FAUCET, QUARTER-TURN ETERNA CARTRIDGES W/

SPRING CHECKS, LEVER HANDLES, ADD-ON FAUCET, 12" SWING SPOUT, 44" FLEXIBLE STAINLESS STEEL HOSE, 1.15 GPM SPRAY VALVE, 6"

WALL BRACKET & 1/2" NPT FEMALE INLETS.

- MCGUIRE #8872 CAST BODY P-TRAP WITHOUT CLEANOUT.

- MCGUIRE H170LK-BV-RB HEAVY SWEAT LAVATORY SYPPLY WITH 5" EXTENSION.

HB-1 - HOSE BIBB

- ZURN Z1333 - EXPOSED ECOTROL "ANTI-SIPHON" WALL HYDRANT, FOR MODERATE CLIMATE AND INTERIOR WALL INSTALLATION. COMPLETE

WITH INTEGRAL BACKFLOW PREVENTER, ALL BRONZE INTERIOR PARTS, WITH 1/2 TURN CERAMIC DISC CARTRIDGE AND COMBINATION 3/4 [19]

FEMALE SOLDER AND 3/4 [19] MALE PIPE THREAD INLET. STAINLESS STEEL FACE WITH OPERATING KEY.

RADIANT FLOOR

MANIFOLD

TAG

MANIFOLD-1

MANIFOLD-2

NOTES:

1

2

3

MANIFOLD

LOCATION

CORRIDOR STORAGE 117

CORRIDOR STORAGE 117

-

-

-

SERVICE

AREA

APPARATUS BAYS

APPARATUS BAYS

BRAND

HEATLINK

HEATLINK

MODEL

STAINLESS STEEL 76100

STAINLESS STEEL 76100

ZONE TAG

ZONE 101

ZONE 101

ZONE

HTG LOAD

(W)

51370

51370

MANIFOLD

FLOW

(L/S)

0.49

0.57

HEATING

EWT

(DEG C)

49

49

HEATING

LWT

(DEG C)

38

38

NO. OF

LOOPS

(#)

7

8

SERVICE

AREA

(SQ M)

187

214

FLOW PER

LOOP

(L/S)

0.07

0.07

PIPE LOOP

SIZE

(MM)

1089825

1089825

PIPE

SPACING

(MM O.C.)

300

300

PRESSURE

DROP / LOOP

(M)

2.9

2.9

NOTES

0

0

PLUMBING ROUGH-IN SCHEDULE

EQUIPMENT

TAG

FD-1

FD-2

NFWH-1

HB-1

JS-1

LAV-1

LAV-2

LS-1

SH-1

SK-1

SK-2

UR-1

WC-1

NOTES:

DESCRIPTION/TYPE

FLOOR DRAIN

FLOOR DRAIN

NON-FREEZE WALL HYDRANT

WALL HYDRANT

SERVICE/MOP SINK

SEMI-COUNTER BASIN

DROP-IN BASIN

LAUNDRY SINK

SHOWER TRIM

KITCHEN SINK

SCBA SINK

URINAL - WASHDOWN TYPE

WATER CLOSET - FLUSH VALVE TYPE

1. REFER TO ARCHITECTURAL DRAWINGS FOR INSTALLATION DETAILS.

ROUGH-IN CONNECTIONS (MM)

WASTE

100

100

50

40

40

40

40

40

40

40

40

VENT

40

40

40

40

40

40

40

40

40

40

40

COLD

WATER

20

20

20

15

15

15

15

15

15

40

20

HOT

WATER

20

20

20

20

20

20

20

WASTE

3

3

3

1

1

1

1.5

1.5

1.5

4

4

FIXTURE UNITS

COLD

WATER

6

7

2.25

1.5

1.5

1.5

1.5

1.5

1.5

20

5

HOT

WATER

2.25

1.5

1.5

1.5

1.5

1.5

1.5

REMARKS

1

1

1

1

1

1

1

1

1

1

1

1

1

7

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision







Architects.

Job Title

Sheet Title

Client

[email protected]



Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19




1

6











KKAC N.T.S.

EQUIPMENTSCHEDULES

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

AutoCAD SHX Text

-

DIFFUSERS AND GRILLES

EQUIPMENT

TAG

S-1

S-2

S-3

G-1

G-2

E-1

NOTES:

1.

2.

3.

4.

5.

6.

DESCRIPTION/TYPE

SQUARE PLAQUE DIFFUSER

DOUBLE DEFLECTION DIFFUSER

SQUARE PLAQUE DIFFUSER

LOUVERED GRILLE

LOUVERED GRILLE

EGG CRATE RETURN GRILLE

PROVIDE DIFFUSERS AND GRILLES WITH BORDER STYLES THAT ARE COMPATIBLE WITH ADJACENT WALLS AND CEILING SYSTEMS. REFER TO ARCHITECTURAL DRAWINGS.

NC LEVELS BASED ON OCTAVE BANDS 2-7 SOUND POWER LEVELS MINUS A ROOM ABSORPTION OF 10 DB, MEASURED PER ASHRAE 70-91.

CUSTOM COLOUR OF PRODUCT TO BE SELECTED BY THE ARCHITECT DURING THE SHOP DRAWINGS SUBMITTAL PROCESS.

TBAR APPLICATION

CONTRACTOR TO REFER TO MECHANICAL AND ARCHITECTURAL DETAILS FOR SUPPLY AND INSTALLATION OF LINEAR GRILLE.

DRY WALL APPLICATION

MANUFACTURER

E.H. PRICE

E.H. PRICE

E.H. PRICE

E.H. PRICE

E.H. PRICE

E.H. PRICE

SERVICE

REFER TO DWGS

REFER TO DWGS

REFER TO DWGS

REFER TO DWGS

REFER TO DWGS

REFER TO DWGS

MODEL NUMBER

SPD/31/B12

520/F/L/A/B12

SPD/31/B12

620/F/L/A/B12

630/F/L/A/B12

80/F/A/B12

DIMENSION

(MM)

600X600

AS NOTED

300X300

AS NOTED

AS NOTED

AS NOTED

NOTES

ALL

ALL

ALL

ALL

ALL

ALL

HEAT RECOVERY VENTILATION UNIT

TAG

HRV-1

HRV-2

NOTES:

1.

2.

3.

4.

5.

6.

7.

MANUFACTURER

ALDES

ALDES

CONFIRM FINISH WITH ARCHITECT

BOTH MOTORS C/W GROUNDED SHAFT

MOTORS CONTROLLED BY VFD

PREMIUM EFFICIENCY MOTOR

DUCT CONFIGURATION 1-2-3-4

MONITORED AND CONTROLLED BY DDC

GALVANIZED STEEL DRAIN PAN

MODEL NO.

LE2000i

LE2000i

AIR FLOW (LPS)

1180

1090

TYPE

ELECTRIC

ELECTRIC

INPUT (MBH)

-

-

8.

9.

10.

11.

12.

13.

14.

OUTPUT (KW)

35

35

CORE ERV MAXIMUM PRESSURE DROP SUPPLY 1.50 IN WC AND EXHAUST 1 IN WC

MINIMUM CORE ERV EFFICIENCIES SENSIBLE 59.5%; LATENT SUMMER 30% WINTER 34.2%; TOTAL EFFECTIVENESS SUMMER 42% WINTER 51.8%

PRE-HEAT (ELECTICAL COIL)

INSULATED AND MOTORIZED DAMPER FOR EA AND OA

DIRTY FILTERS CONTACT ADD-ON

BACNET COMPATIBLE CONTROLLER (WITH MS/TS MODULE)

VIBRATION SPRING ISOLATION

HEAT RECOVERY

-

-

AIR FLOW (LPS)

1180

1180

ESP (PA)

375

375

SUPPLY

MOTOR HP

3

3

MOTOR RPM

1800

1800

FAN RPM

1410

1410

AIR FLOW (LPS)

1000

1000

ESP (PA)

250

250

EXHAUST

MOTOR HP

2

2

MOTOR RPM

1800

1800

FAN RPM

1303

1303

NOTES

ALL

ALL

FANS

EQUIPMENT

TAG

EF-1

EF-2

EF-3

EF-4

EF-5

EF-6

VEF-1

HEF-1

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

QTY

1

1

1

1

1

1

1

1

ACOUSTIC LINED CABINET.

REFER TO MOTORLIST FOR ELECTRICAL REQUIREMENTS

PRODUCT COLOUR TO BE SELECTED BY THE ARCHITECT DURING SHOP DRAWING SUBMITTAL PROCESS

CONTROLLED AND MONITORED AT DDC

NOT USED

NOT USED

SWITCH CONTROLLED

C/W GAS DETECTION SYSTEM

VARI-GREEN MOTOR

SERVICE

121 - COMP RM

120 - SCBA

114,116

115 - DECON W/R

125 - COMM. RM

124 - ELEC. RM

123 - APPARATUS BAYS

108 - KITCHEN DAY RM

LOCATION

121 - COMP RM

120 - SCBA

116 - WORKSHOP

115 - DECON W/R

125 - COMM. RM

124 - ELEC. RM

123 - APPARATUS BAYS

108 - KITCHEN DAY RM

TYPE

INLINE CABINET FAN

INLINE CABINET FAN

INLINE CABINET FAN

INLINE CABINET FAN

INLINE CABINET FAN

INLINE CABINET FAN

CENTRIFUGAL FAN

CENTRIFUGAL FAN

MANUFACTURER

GREENHECK

GREENHECK

GREENHECK

GREENHECK

GREENHECK

GREENHECK

NEDERMAN

BROAN

MODEL

CSP-A510

CSP-A110

CSP-A250

CSP-A710-VG

CSP-A510

CSP-A510

NCF 120/15

RMP17004

AIR FLOW

(LPS)

188.8

47.2

94.4

230

188.8

188.8

3900

190

E. S. P.

(PA)

93.75

62.5

62.5

125

93.75

93.75

3690.00

125.0

FAN

(RPM)

1070

950

1000

1070

1070

3,540

-

DRIVE

TYPE

DIRECT DRIVE

DIRECT DRIVE

DIRECT DRIVE

DIRECT DRIVE

DIRECT DRIVE

DIRECT DRIVE

DIRECT DRIVE

DIRECT DRIVE

SOUND LEVEL

(SONES)

2

0.9

2

7

2

2

-

-

WEIGHT

(KG)

16.3

7.3

10.4

15.0

16.3

16.3

165.0

-

NOTES

1,2,3,4

1,2,3,4

1,2,3,4

1,2,3,4,9

1,2,3,4

1,2,3,4

1,2,3,4,8

1,2,3,7

LOUVERS

EQUIPMENT

TAG

L-1

NOTES:

1.

2.

3.

DESCRIPTION/TYPE

FIXED BLADE EXTRUDED DRAINABLE LOUVER

EXTERIOR FINISH COLOR OF PRODUCT TO BE SELECTED BY THE ARCHITECT

COMPLETE WITH INSECT SCREEN

FLANGED FRAME

MANUFACTURER

E.H. PRICE

SERVICE

REFER TO DWGS

MODEL NUMBER

DE439

DIMENSION

AS NOTED

NOTES

ALL

PUMP SCHEDULE

EQUIPMENT

TAG

P-1

P-2

P-3

P-4

P-5

P-6

NOTES:

1

2

3

4

5

QTY

1

1

1

1

1

1

ALL BRONZE CONSTRUCTION

3 SPEED MOTOR

HIGH EFFICIENCY MOTOR, SEE MOTORLIST FOR STARTER

DDC CONTROLLED

ECM

DESCRIPTION

ASHP

BOILER PRIMARY CIRCULATOR

BOILER PRIMARY CIRCULATOR

HYDRONIC WATER SYSTEM CIRCULATOR

HYDRONIC WATER SYSTEM CIRCULATOR

DOMESTIC HOT WATER RECIRCULATION PUMP

LOCATION

MECHANICAL ROOM

MECHANICAL ROOM

MECHANICAL ROOM

MECHANICAL ROOM

MECHANICAL ROOM

MECHANICAL ROOM

TYPE

CIRCULATION PUMP

CIRCULATION PUMP

CIRCULATION PUMP

CIRCULATION PUMP

CIRCULATION PUMP

CIRCULATION PUMP

MANUFACTURER

GRUNDFOS

GRUNDFOS

GRUNDFOS

GRUNDFOS

GRUNDFOS

BELL& GOSSETTT

MODEL

MAGNA3 100-120

MAGNA3 50-150

MAGNA3 50-150

UPS 50-240

UPS 50-240

ECOCIRC 19-16

FLOW (EA)

(L/S)

5.7

1.4

1.4

3.2

3.2

0.2

LIQUID TEMP.

(DEG C)

48.9

48.9

48.9

48.9

48.9

-

HEAD (EA)

(M)

10.7

12.2

12.2

15.2

15.2

2.1

MOTOR

(HP)

2.0

1.0

1.0

1.5

1.5

-

MOTOR

(RPM)

-

-

-

-

-

-

EFFICIENCY

(%)

-

-

-

43

43

-

POWER

(V/PH/HZ)

208/3/60

208/3/60

208/3/61

208/3/62

208/3/63

120/1/60

NOTES

1,4,5

1,4,5

1,4,5

1,2,4

1,2,4

1,4

AIR SEPARATOR

EQUIPMENT

TAG

AS-01

NOTES:

1.

2.

QTY

1

C/W AUTOMATIC AIR VENT AND DRAIN VALVE FOR DIRT FLUSH OUT. PIPE DRAIN VALVE TO FLOOR DRAIN.

FLANGED CONNECTIONS.

LOCATION

MECH ROOM

SERVICE

HYDRONIC HEATING WATER

MANUFACTURER

AMTROL

MODEL

2-AS

FLOW

(LPS)

3

PRESSURE DROP

(KPA)

3

MAX WORK PRESSURE

(KPA)

862

SYSTEM STRAINER

YES

NOTES

ALL

FORCED FLOW HEATER (ELECTRIC)

EQUIPMENT

TAG

FFH-1

NOTES:

1.

2.

3.

4.

QTY

1

COLOUR SELECTED BY ARCHITECT.

2-STAGE THERMOSTAT.

NIGHT SET-BACK RELAY.

SECURITY FRONT COVER.

LOCATION

ENTRY

MANUFACTURER

OUELLET

TYPE

ELECTRIC

MOUNTING

TYPE

RECESSED IN WALL

MODEL

OAC04008-T

AIR FLOW

(LPS)

76

HGT CAP

(KW)

4

AIR COIL

EAT (DEG C)

21

AIR COIL

LAT (DEG C)

32

LINE AMPS

(A)

-

ELEC

(V/PH/CYC)

208/1/60

NOTES

ALL

OIL INTERCEPTOR SCHEDULE

UNIT

TAG

OI-1

NOTES:

1.

2.

3.

4.

5.

DESCRIPTION

OIL INTERCEPTOR

EPOXY COATED.

SEAL TRAP.

FILL WITH CLEAN WATER PRIOR TO START-UP OF SYSTEM.

PROVIDE EXTENSION AS REQUIRED TO MATCH THE LID TO THE FINISHED FLOO ELEVATION.

PROVIDE ACCESWAY FRAME AND COVER: ROUND COVER WITH NO SLOPE FINISH, GASKETED AND NON VENTED TOP DESIGN. COVER TO BE PEDESTRIAN

LOADING, 600 MM DIAMETER BOLTEN AND GASKETED.

LOCATION

BURIED FOUNDATION

MANUFACTURER

ZURN - GREEN TURTLE

MODEL

OMC 300

SIZE

L X W X H (MM)

1575 x 813 x 1626

INLET

INVERT (MM)

1321

OUTLET

INVERT (MM)

1295

TOTAL LIQUID CAPACITY

(LB)

2505

NOTES

ALL

BUFFER TANKS

EQUIPMENT

TAG

BT-1

NOTES:

1

2

3

QTY

1

REFER TO MANUFACTUR INSTALLATION MANUAL FOR MOUNTING DETAIL.

SYSTEM TO BE ASME RATED.

CONTRACTOR TO SEISMICALLY BRACE TANKS.

LOCATION

127-MECH ROOM

SERVICE

HYDRONIC LOOP

TANK DESCRIPTION

2 PORT HOT WATER BUFFER

MANUFACTURER

AMTROL

MODEL

HWBT200-2-150

VOLUME

(L)

757

OPERATING

WEIGHT (KG)

244

NOTES

ALL

7

7

7

7

EXPANSION TANK

EQUIPMENT

TAG

ET-1

ET-2

NOTES:

1

2

3

4

5

6

LOCATION

MECHANICAL ROOM

MECHANICAL ROOM

FIXED BLADDER (FDA APPROVED BUTYL) TANK SUITABLE FOR DOMESTIC USE.

TANK SUPPLIED WITH SEISMIC MOUNTING KIT.

DIELECTRIC CONNECTION.

TANK TO BE ASME RATED.

FIXED HEAVY DUTY BUTYL BLADDER.

ASHRAE 90.1 INSULATION COMPLIANCE

TANK DESCRIPTION

DOMESTIC HOT WATER

HEATING WATER

TYPE

BLADDER

BLADDER

MANUFACTURER

AMTROL

AMTROL

MODEL

ST-35CL

ST-447C

VOLUME

(L)

38

201

TANK DIAMETER

(MM)

254

610

TANK LENGTH

(MM)

940

1143

BLADDER

CHARGE (KPA)

-

-

MAX WORKING

PRESS. (KPA)

1034

862

ARRANGEMENT

VERTICAL

VERTICAL

NOTES

ALL

ALL

7

7

7

7

7

7

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision







Architects.

Job Title

Sheet Title

Client

[email protected]



Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19




1

6











ABAC N.T.S.

EQUIPMENTSCHEDULES

854321

H H

G

E

C

B

A A

76

F

D

7.1

H

116

WORKSHOP

120

SCBA

COMP RM

121

GEAR STORAGE

119

115

DECON

W/R UTILITY RM

114

APPARATUS BAYS

123

117

CORRIDOR

STORAGE

118

WATER

ENTRY

RIP 'N' RUN

122

KITCHEN / DAY ROOM

108

CHIEF + DEPUTY

101

105

TRAINING

OFFICE

106

RADIO

ROOM

W/R #2

110

107

W/R #1

EP OFFICE

102

HC W/R

104

STORAGE

113

111

TRAINING

RM #1

112

TRAINING

RM #2

W/R #3

109

CORRIDOR

C2

EP STOR.

103

100

ENTRY

C1

CO

RR

ID

OR

DN

DN

854

ELEC. ROOM

124

MEZZANINE

126

MECH ROOM

127

125

COMM.

ROOM

7.1

H

C

A

H

G

C

A

SCALE:

1

M1.02

1:100

PLUMBING - MAIN FLOOR PLAN

SCALE:

2

M1.02

1:100

PLUMBING - MEZZANINE PLAN

FD-1

30Ø DCW (18 FU)

FD-1

40Ø DCW (40.15 FU)

30Ø DHW (20.15 FU)

30Ø DCW (22.15 FU)

50Ø DCW (98.75 FU)

V

FD-2

6@

15Ø DHWR

30Ø DHW (14.15 FU)

50Ø DCW (77.75 FU)

20Ø DHW (3 FU)

20Ø DCW (3 FU)

FD-1

20Ø DHW (2.9 FU)

50Ø DCW (70.25 FU)

25Ø DHW (11.25 FU)

25Ø DCW (12.5 FU)

15Ø DHWR

SK-2

LAV-1

3@

3@

WC-1

3@

SH-1

V

FD-1

2@

1

KEY NOTES

SK-2 TO BE PROVIDED BY OTHERS, EXCEPT FAUCET AND

DRAINAGE. REFER TO PLUMBING FIXTURE SCHEDULE.

FD-1

2@

SH-1

WC-1

UR-1

LAV-1

FD-1

25Ø DCW (12 FU)

30Ø DCW (18 FU)

WC-1

LAV-1

JS-1

25Ø DHW (7.5 FU)

50Ø DCW (55.5 FU)

75Ø VENT

40Ø DCW (30 FU)

15Ø DHWR

25Ø DHW (9.75 FU)

50Ø DCW (57.75 FU)

40Ø VENT

30Ø DCW (21 FU)

20Ø DHW (6 FU)

15Ø DHWR

SK-1

PROJECT

NORTH

30Ø DCW (21.65 FU)

40Ø DHW (21.65 FU)

15Ø DHWR

40Ø DCW (36 FU)

20Ø DHW (6 FU)

150Ø DCW FROM BELOW

40Ø VENT

65Ø DCW (138.9 FU)

40Ø VENT

GG

G

G

REFER TO SCHEMATIC

1/M6.02 FOR DETAILS

UNIT HEATER

(TYP. OF 4)

B-2

B-1

DHWT-1

DHWT-2

15Ø GAS

T/A

GEAR WASHER

(BY OTHERS)

75Ø SAN OUTLET @ 2%

40Ø VENT F/B

75Ø VENT F/B. TO

TERMINATE MIN. 2 M ABOVE

GRADE WITH ELEVATION

DIFFERENCE OF 300 MM

FD-1

FD-1

75Ø SAN

T/B

CA

20Ø CA @ COUNTER

20Ø CA FROM AIR

COMPRESSOR

G

15Ø PROPANE. REFER TO

CIVIL DRAWINGS FOR CONT.

PROPAINE GAS SOLENOID SHUT-OFF

BUTTON. REFER TO ARCHITECTURAL

DRAWINGS

40Ø VENT F/B

15Ø PROPANE

15Ø PROPANE

15Ø PROPANE

15Ø PROPANE

15Ø PROPAINE GAS TO OVEN

G

600Ø FIBERGLASS COVER

FOR PEDESTRIAN LOADING

15Ø CA

FROM ABOVE

1

G

15Ø PROPANE. QUICK CONNECT

C/W SHUT-OFF VALVE FOR BBQ.

LOCATION TO BE COORDINATED

WITH ARCHITECTS.

HB-1

HB-1

NFWH-1

HB-1

HB-1

NFWH-1

NFWH-1

NFWH-1

40Ø VENT TO ROOF

75Ø VENT TO ROOF

25Ø CONDENSATE TO

DRAIN TO P-TRAP OF SINK

20Ø CONDENSATE FROM FCU-5

TO DRAIN TO P-TRAP OF SINK

20Ø CONDENSATE

FROM FCU-7

20Ø CONDENSATE

FROM FCU-6

25Ø CONDENSATE TO


20Ø CONDENSATE

FROM FCU-3

20Ø CONDENSATE

FROM FCU-4

40Ø VENT F/B

20Ø CONDENSATE FROM FCU-1

20Ø CONDENSATE

FROM FCU-2

25Ø CONDENSATE TO


100Ø ST

T/B

100Ø ST

T/B

FD-1

G

4

M6.03

30Ø DCW (21.65 FU)

40Ø DHW (21.65 FU)

15Ø DHWR

15Ø GAS

ET-1

SCBA COMPRESSOR SUPPLIED AND INSTALLED

BY MECHANICAL CONTRACTOR. SPECIFICATION

TO BE JORDAIR FIRE-KAT6-1511-3EU-208V.

7

7

COMPRESSOR TO BE

SUPPLIED AND INSTALLED

BY MECHANICAL

CONTRACTOR.

SPECIFICATION TO BE

POWEREX SES0508TM,

C/W PREMIUM WARRANTY.

CA

15Ø CA FROM AIR

COMPRESSOR

15Ø CA TO

WORKSHOP BELOW

CAPPED

CONNECTION

(TYP. OF 2)

7

7

7

CA

CA

15Ø CA TO

APPARATUS BAY

7

7

7

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision







Architects.

Job Title

Sheet Title

Client

[email protected]



Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19




1

6











KKAC 1:100

PLUMBING - MAIN& MEZZANINE

PLANS

854321

H H

G

E

C

B

A A

76

F

D

7.1

H

116

WORKSHOP

120

SCBA

COMP RM

121

GEAR STORAGE

119

115

DECON

W/R UTILITY RM

114

APPARATUS BAYS

123

117

CORRIDOR

STORAGE

118

WATER

ENTRY

RIP 'N' RUN

122

KITCHEN / DAY ROOM

108

CHIEF + DEPUTY

101

105

TRAINING

OFFICE

106

RADIO

ROOM

W/R #2

110

107

W/R #1

EP OFFICE

102

HC W/R

104

STORAGE

113

111

TRAINING

RM #1

112

TRAINING

RM #2

W/R #3

109

CORRIDOR

C2

EP STOR.

103

100

ENTRY

C1

CO

RR

ID

OR

DN

DN

854

ELEC. ROOM

124

MEZZANINE

126

MECH ROOM

127

125

COMM.

ROOM

7.1

H

C

A

H

G

C

A

SCALE:

1

M3.01

1:100

MAIN FLOOR - HVAC PLAN

SCALE:

2

M3.01

1:100

MEZZANINE LEVEL - HVAC PLAN

1

KEY NOTES

200Ø E/A DUCT F/B FROM NEDERMAN VEHICLE EXHAUST

SYSTEM (TO BE INSTALLED PER MANUFACTURER'S

SPECIFICATIONS.

300x200 TRANSFER AIR DUCT WITH GRILLES

300x150 TRANSFER AIR DUCT

NOTES

1. PROVIDE CONDENSATE PUMP TO EACH HRV'S DRAIN PAN.

CONDENSATE PUMP (TYP. OF 2) TO BE LITTLE GIAN VCC-20ULS

(120V/1). ROUTE 20Ø DRAIN FROM EACH HRV TO THE NEAREST

DRAIN FROM SK-2 IN SCBA ROOM BELOW.

PROJECT

NORTH

2

3

7

T T

500x450 S/A

DUCT FROM

HRV-2 ABOVE

500x450 R/A DUCT

FROM HRV-2

ABOVE

S-1

250Ø

75

G-2

250x150

50

(TYP. OF 3)

E-1

150x150

30

G-2

250x150

90

G-2

350x350

230

G-2

500x450

300

G-2

500x450

700

EF-1

EF-2

UH-1

UH-2

UH-3

UH-4

EF-4

EF-3

FC

U-1

FC

U-2

FCU-3

FCU-4

FCU-5

FCU-6

FCU-7

MANIFOLD-1

T

T

T

T

T

FFH-1

BDD

(TYP. OF 2)

BDD

(TYP. OF 2)

G-2

250x150

50

L-1

900x300

240

300x300

300x300

250x250

300x300

300x300

250Ø

250Ø

250Ø

250Ø

200Ø S/A DUCT

200Ø

200Ø

200x150

500x500 O/A DUCT

FROM HRV-1

ABOVE

150Ø

150Ø

500x500 R/A DUCT

FROM HRV-1

ABOVE

150Ø

200Ø

200Ø

200Ø

200Ø

200x150

200Ø

200x150

200Ø

250x150

200Ø

250x150

150Ø

200Ø

400x350

400x350

400x350

400x350

G-2

350x350

190

G-2

250x150

50

G-2

250x150

50

L-1

900x300

150

S-1

200Ø

90

S-1

200Ø

100

G-2

600x600

100

S-1

150Ø

55

S-1

150Ø

70

G-2

600x600

55

S-1

150Ø

70

G-2

600x600

70

G-2

500x450

300

S-1

250Ø

75

350x350

350x350

350x350

250Ø

250Ø

250Ø

G-1

200X150

95

VEF-1

NEDERMAN

EXHAUST FAN

350Ø

350Ø

200Ø

200Ø

200Ø

200Ø

300Ø

200Ø

200Ø

200Ø

200Ø

200Ø

200Ø

200Ø

200Ø

300Ø

C/W INSECT SCREEN

1

1 1

1

1

1

300Ø

250Ø

250Ø

4KW - RECESSED

500x500

MANIFOLD-2

250Ø

300Ø

2

G-2

350x350

190

(TYP. OF 2)

S-3

100Ø

25

S-3

100Ø

25

150Ø

150Ø

200Ø

(TYP. OF 4) (TYP. OF 4)

NEDERMAN

CONTROL PANEL

NO

X

CO

NO

X

CO

T

NO

X

CO

T

NO

X

CO

UC

UC

UC

200Ø

G-2

250x150

50

250Ø

250Ø

250Ø

250Ø

L-1

900x300

240

150Ø

(TYP. OF 3)

150Ø (55 L/S O/A)

E-1

150x150

30

150Ø (10 L/S O/A)

150Ø (10L/S O/A)

250x150

3

3

3250x150

G-2

600x600

100

G-2

600x600

90

150Ø (20L/S O/A)

G-2

600x600

245

200Ø

250x150

HEF-1

250Ø (150L/S O/A)

250Ø (150L/S O/A)

150Ø

(10 L/S

O/A)

ASHP-1

FUEL OIL

MONITORING

SYSTEM:

OPW SITESENTINEL

NANO CONSOLE

FSD

FSDFSD

FSD

FSD

FSD

FSD

FSD

M

L-1

4200x300

4215

BDD

3

M6.03

3

M6.03

6

M6.03

M

M

300Ø E/A DISCHARGE

OUTSIDE APPARATUS

BAYS

7

250Ø

250Ø

300Ø

300Ø

200Ø

7

L-1

4200x300

2360

7

7

500x500

500x500

75Ø

B-2

B-1

4

M6.03

BDD

(TYP. OF 2)

L-1

900x300

380

G-2

350x350

190

300Ø

300Ø

EF-5

EF-6

FSD

M

L-1

900x300

240

(TYP. OF 4)

300Ø

350Ø

FSD

300Ø

3

M6.03

7

BT-1

500x500 S/A DUCT

FROM HRV-2 TO

GEAR STORAGE

BELOW C/W FD

500x500 S/A DUCT

FROM HRV-1 TO

BELOW

500x500 R/A DUCT

FROM HRV-1 TO

BELOW

500x500 S/A DUCT

FROM HRV-1

HC-1

500x500 R/A DUCT

FROM HRV-2 TO

GEAR STORAGE

BELOW

HRV-1

HRV-2

1

M6.03

3

M6.03

2

M6.03

VFD- HRV-1

SUPPLY FAN

VFD- HRV-1

EXHAUST FAN

VFD- HRV-2

EXHAUST FAN

VFD- HRV-2

SUPPLY FAN

L-1

1800X600

1982

500x500

500x500

500x500

500x500

500x500

DHWT-1

DHWT-2

ET-1

S-2

300X150

200

CLEARANCE

500x500 O/A

DUCT FROM

HRV-2 TO

LOUVER

500x500 O/A

DUCT FROM

HRV-1 TO

LOUVER

500x500 E/A DUCT

FROM HRV-1 TO

LOUVER

500x500 E/A DUCT

FROM HRV-2 TO

LOUVER

7

7

G-2

600x300

380

7

S-2

600x300

380

7

T

T

7

7

FC

U-8

G-1

300X150

200

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision







Architects.

Job Title

Sheet Title

Client

[email protected]



Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19




1

6











ABAC 1:100

HVAC - MAIN &MEZZANINE PLANS

854321

H H

G

E

C

B

A A

76

F

D

7.1

H

116

WORKSHOP

120

SCBA

COMP RM

121

GEAR STORAGE

119

115

DECON

W/R UTILITY RM

114

APPARATUS BAYS

123

117

CORRIDOR

STORAGE

118

WATER

ENTRY

RIP 'N' RUN

122

KITCHEN / DAY ROOM

108

CHIEF + DEPUTY

101

105

TRAINING

OFFICE

106

RADIO

ROOM

W/R #2

110

107

W/R #1

EP OFFICE

102

HC W/R

104

STORAGE

113

111

TRAINING

RM #1

112

TRAINING

RM #2

W/R #3

109

CORRIDOR

C2

EP STOR.

103

100

ENTRY

C1

CO

RR

ID

OR

DN

DN

854

ELEC. ROOM

124

MEZZANINE

126

MECH ROOM

127

125

COMM.

ROOM

7.1

H

C

A

H

G

C

A

SCALE:

1

M4.01

1:100

HYDRONIC - MAIN FLOOR PLAN

SCALE:

2

M4.01

1:100

HYDRONIC - MEZZANINE PLAN

GENERAL NOTES

1. COORDINATE INSTALLATION OF MECHANICAL SERVICES (PIPING,

ETC.) WITH ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL PRIOR

TO INSTALLATION.

2. PROVIDE FLEXIBLE CONNECTION FOR ALL PIPING PASSING

THROUGH STRUCTURAL EXPANSION JOINTS, IE. FIRE RATED WALLS

(TYPICAL).

3. THE SMALLEST PIPE SIZE TO BE USED IS 20Ømm UNLESS

OTHERWISE NOTED. PIPE SIZE TO COILS SHALL BE THE SAME SIZE

AS COIL CONNECTIONS UNLESS OTHERWISE NOTED.

4. PROVIDE PRESSURE INDEPENDENT CHARACTERIZED CONTROL

VALVES TO ALL COILS (TYP.).

PROJECT

NORTH

HW

S

HW

R

40Ø

40Ø

FCU-1

FCU-2

FCU-3

FCU-4

FCU-5

FCU-6

FCU-7

RADIANT

FLOOR HEATING

20Ø CONDENSATE

DRAIN (TYP.)

REFER TO M1.02

30Ø

40Ø

75Ø

MANIFOLD-1

MANIFOLD-2

ASHP-1

40Ø

B-2

B-1

30Ø

4

M6.03

HC-1

7

7

FCU-8

25Ø

25Ø

7

7

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision







Architects.

Job Title

Sheet Title

Client

[email protected]



Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19




1

6











ABAC 1:100

HYDRONIC - MAIN& MEZZANINE

PLANS

SCALE:

1

M6.01

N.T.S

HYDRONIC SCHEMATIC

MEZZANNINE - 126

O/A

E/A

GEAR STORAGE - 119

ROOF

LOCKER

(TYP. 36)

TRAINING RM #1 - 111TRAINING RM #2 - 112KITCHEN/DAY RM - 108RADIO RM - 106EP OFFICE - 102TRAINING OFFICE - 105CHIEF+DEPUTY - 101 CORRIDOR - C1ENTRY - 100

HRV-1 HRV-2

FC

U-1

FC

U-2

FC

U-3

FC

U-4

FC

U-5

FC

U-6

FC

U-7

HC W/R - 104W/R #1 - 107W/R #2 - 108W/R #3 - 109UTILITY RM - 114DECON W/R - 115WORKSHOP - 116SCBA - 120COMP RM - 121

MAIN

FLOOR

MEZZANINE

FLOOR

E/AE/AE/AE/AE/A

SCALE:

2

M6.01

N.T.S

AIR DISTRIBUTION SCHEMATIC

APPARATUS BAYS - 123

E/A

WM

BTU

TBTU

BACNET INPUT

BACNET INPUT

START/STOP

STATUS

SPEED

BACNET INPUT

HWS TEMP

DIFF. PRESSURE

HWR TEMP

GENERAL NOTES:

1. PROVIDE UNIONS FOR ALL EQUIPMENT OR INSTRUMENTS WITH A THREADED CONNECTION FOR EASY MAINTENANCE.

2. ALL ISOLATION VALVES, CHECK VALVES AND STRAINERS ARE TO BE LINE SIZE.

3. ASHP-1 PROVIDE HEATING WATER DURING HEATING SEASON AND CHILLED WATER DURING COOLING SEASON (SWITCH

OVER).

4. ALL FAN COILS ARE WITH SWITCH OVER COIL.

P-5

MA

X 4xD

MAX 4xD

BT-1

30 PSI

B-2

P-3

B-1

P-2

50Ø

M7.01

3

40Ø, TYP.

T F/M

T

BTU-2

BD

T

T F/M

T

BD

BTU-1

75Ø

(39 GPM)

100Ø

TEMPERATURE SENSOR

WIRED BACK TO BOILER

CONTROLLER

T

DO

DI

AO

BD

TYP. OF 2 PUMPS

P-4

AI

ET-2

AAV

CBV

N.C.

N.C.

DP

AI

T

AI

TYP.

HWR

HWS

25Ø PRESSURE BYPASS C/W

CALEFFI #519 DIFFERENTIAL

BYPASS SET TO 70 KPA (10 PSI)

LOCATE PRESSURE BYPASS AT

REMOTE LOCATION.

HWS

HWR

HWS

HWR

100Ø100Ø

(109 GPM)

OUTSIDE

MECH

ROOM

HWR

HWS HWS

HWR

20Ø DRAIN VALVE C/W

CAP & CHAIN, TYP.

HW

S

HW

R

AAV

N.C.

20Ø

TO BMS

N.C.

20Ø MAKE-UP WATER FROM

BACKFLOW PREVENTER

20Ø HEATING WATER

MAKE-UP SET

A

20Ø20Ø

SIDESTREAM FILTER, BALANCE

FLOW TO 0.25 L/S

TEE FOR TEST COUPON

CHEMICAL POT

FEEDER

20Ø

F

P

P

P

ASHP-1


105.5 kW (30 TONS)

ΔP

DIFFERENTIAL

PRESSURE

SENSOR

(TYPICAL)

M7.01

4

30Ø

(11.3 GPM)

VALVE POSITION

COMMEND

VALVE

FEEDBACK

AO

AI

VALVE POSITION

COMMEND

VALVE

FEEDBACK

AO

AI

HWS

HWR

AIR & DIRT

SEPARATOR

AS-01

P-1

T

MANIFOLD (TYP. OF 2)

HC-1

FAN COIL (TYP. OF 7)

M7.03

1

M7.01

7

TYP.

50Ø CAP-OFF FOR FUTURE

FLOOR

75Ø

SIZE REFER TO M4.01

HYDRONIC PLAN

75Ø

(50 GPM)

40Ø

(16 GPM)

7

7

7

7

7

7

7

7

7

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision







Architects.

Job Title

Sheet Title

Client

[email protected]



Facsimile:

Telephone:

E-mail:

604. 684.3338

604. 684.3600

149B-007-19




1

6











ABAC N.T.S.

SCHEMATICS 01

EL. 24.34

EL. 24.46

EL. 25.64

EL. 25.56

EL. 25.56

EL. 25.66

EL. 25.66

EL. 23.58

EL. 23.80

EL. 26.13

FIN. FL.EL. 25.56

FIN. FL.EL. 25.76

EL. 25.66

EL. 25.56

EL. 25.56

EL. 25.66

EL. 25.66

EL. 28.01

EL. 26.80

EL. 27.07

EL. 27.69EL. 25.46

GRAVEL PATH

DITCH

TOP OF DITCH

℄OF DITCH

WOOD FENCE

TOP OF BANK

TOE OF BANK

EDGE OF ASPHALT

TOP OF BANK

TOP OF DITCH

TOP OF BANK

76.4

0.30

"Ø C

ON75

.40.

60"Ø

CO

N

86.1

20"Ø

CO

N

84.4

28"Ø

CO

N

ELEV

=75.

8

BLAC

K PV

C P

IPE

4" Ø

ELEV

=75.

2

BLAC

K PV

C P

IPE

4" Ø

ELEV

=75.

1

WH

ITE

PVC

PIP

E 4"

Ø

ELEV

=76.

5

BLAC

K PV

C P

IPE

4" Ø

ELEV

=76.

5

BLAC

K PV

C P

IPE

4" Ø

ELEV

=76.

4

BLAC

K PV

C P

IPE

4" Ø

TOP OF DITCH

TOP OF DITCH

℄OF DITCH

℄OF DITCH

TOP OF DITCH

TOP OF BANK

³

Scale

Checked

Drawn

Job No.

Revisions

Sheet

Revision

All rights reserved. These drawings and/or CAD files or design

are and at all times remain the exclusive property of Core

Group Civil Consultants Ltd. and cannot be used without the

written consent of Core Group Civil Consultants Ltd. These

drawings are not valid for construction without the seal of the

Engineer.

Job Title

Sheet Title

Client

LAND DEVELOPMENT SERVICES

2032

SRCN

4

FOR REVIEW 19-MAY-311

N

project north68°

Bowen Island Firehall1045 Miller Road


ISSUED FOR TENDER 19-JUL-122

ISSUED FOR BP 19-JUL-183

TENDER ADDENDUM 19-AUG-284

CIVILSERVICING

PLAN1:200

C1

Work Restrictions - Bowen Island

Documents

Transcript of Work Restrictions - Bowen Island