NOTICE OF INTENT - penticton.caand~RFPs/2018/NOD/2018... · galvanize galv. girder gdr. grade gr. ground gnd. h height ht. horizontal horiz. l left lt. length lgth. long lg. m material

NOTICE OF INTENT

Issued: December 5, 2018 File: 2018-NOI-02 Memorial Arena Arches

Notice is hereby given by The Corporation of the City of Penticton of its intent to directly award a contract with the following supplier to provide structural shear panels epoxy, fasteners and Structfil along with 2 Level II TRS Technicians to replace the existing panels and failing timber arches in Memorial Arena, as per the attached drawings and specifications.

The Level II Certification is a course offered annually by Wood Research and Development on Advanced Timber Structures Inspection, Maintenance, Restoration and Design Practices.

Timber Restoration Services (Canada) 50 Driscoll Crescent, Suite 201 Moncton, NB E1E 3R8

The estimated value of the contract is $168,000

Rationale: An updated assessment for Memorial Arena structural arches was undertaken in April 2018 identifying the scope of work for structural arch repairs, strengthening and protection against decay. The Engineering firm has recommended specific materials to be used as shown on the attached drawings.

Vendors who wish to challenge this decision should submit a detailed written objection to the attention of Cathy Ingram, Procurement and Inventory Services Manager by email to [email protected] before 2:00 pm local time Wednesday, December 19, 2018. The subject line should reference the file number above. The City of Penticton will review any and all issues received by this date and provide due consideration.

Cathy Ingram Procurement and Inventory Services Manager

mailto:[email protected]

ARCH 1

PENTICTON MEMORIAL ARENAFOR

CITY OF PENTICTONNOVEMBER 2018

SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA

CITY OF PENTICTONBRITISH COLUMBIA

PREPARED FOR:

0.0

OF 11 0

DATE :

APPR BY:

DATE :

REASON FOR ISSUANCE: CHKD BY:DRAWN BY:

APPR BY:

DATE :


APPR BY:

DATE :


REASON FOR ISSUANCE: APPR BY:CHKD BY:DRAWN BY:

PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO

L U M BI A4288 ROUTE 114

LOWER CAPE, NB E4H 3P4506 734 [email protected]

WOODRESEARCH AND

DEVELOPMENT

0 ISSUED FOR CONSTRUCTION 13 NOV 2018 CAL

TC

COVER SHEET1

DRAWING INDEX

SHT. NO. DWG. NO. SHEET NAME

1 0.0 COVER SHEET

2 0.1 INDEX & ABBREVIATIONS

3 0.2 SPECIFICATIONS

4 1.0 PLAN

5 1.1 SECTION - ARCH 1

6 12 SECTION - ARCH 3





11 10.0 SHEAR PANEL DETAILS

SECTION CALLOUT

AX.X

SECTION LETTER

DWG. ON WHICHSECTION IS DRAWN

SECTIONSCALE:

AX.X

1X.X

DETAIL NUMBER

DWG. ON WHICHDETAIL IS DRAWN

DETAIL CALLOUT

SECTION TITLE

DETAILSCALE:

1X.X

DETAIL TITLE

1

SHEET KEYNOTE

KEYNOTE ON SHEET

SECTION & DETAIL DESIGNATIONS

SECTION LETTER

DWG. ON WHICHSECTION IS TAKEN

DETAIL NUMBER

DWG. ON WHICHDETAIL IS CALLED OUT

REVISION KEYNOTE

REVISION KEYNOTE

1

PART NUMBER

PART TYPE

DP-1 01UNIQUE PART I.D.

AABUTMENT ABUT., AB-#ADDITIONAL ADD'L.ALTERNATE ALT.ANCHOR SEAL A.S.ANGLE BRACE A.B.APPROVED APPD.APPROXIMATE APPROX.AT @AVERAGE AVG.

BBASELINE OF CONSTRUCTION BL., BEAM BM.BEARING BRG.BENT BT.BITUMEN BIT.BUILDING BLDG.BOTTOM BOT.BOTTOM OF PILE B.O.P.

CCENTER LINE CL., ℄CIRCLE CIR.CLEARANCE CLR.COLUMN COL.CONCRETE CONC.CONNECTION CONN.CONSTRUCTION CONST.COPPER NAPHTHENATE C.N.COUNTERSINK CSK.COUPLING CPLG.CROSSHEAD CRHD.

DDETAIL DET.DIAGONAL DIAG.DIAMETER DIA, ØDIMENSION DIM.DRAWING DWG.DRAIN DR.

EEACH EA.EAST E.EASTBOUND EB.ELECTRIC ELECT.ELEVATION EL.EXISTING EXIST.EXPANSION EXP.

FFABRICATE FAB.FOOTING FTG.FOUNDATION FDN.

GGALVANIZE GALV.GIRDER GDR.GRADE GR.GROUND GND.

HHEIGHT HT.HORIZONTAL HORIZ.

LLEFT Lt.LENGTH LGTH.LONG LG.

MMATERIAL MATL.MINIMUM MIN.MISCELLANEOUS MISC.

NNORTH N.NOT TO SCALE N.T.S.NUMBER NO.NOT IN CONTRACT N.I.C.

OON CENTER O.C.OUTSIDE DIAMETER O.D.OPTIONAL OPT.

PPEDESTRIAN PED.PERPENDICULAR PERP., ┴PILE P-#PILE BENT P.B.PLATE PL., ⅊POINT PT.POST TENSION P/TPOUNDS PER SQUARE INCH PSIPRECAST P/CPRESTRESSED P/SPROPOSED PROP.

QQUANTITY QTY.

RRADIUS RAD., RRAILROAD RR.REINFORCED REINF.REHABILITATION REHAB.REQUIRED REQD.RETROWRAP R.W.RIGHT Rt.

SSCHEDULE SCH.SECTION SECT.SHEET SH., SHT.SOUTH S.SPACING SPC.SPAN SP-#SQUARE SQ.STANDARD STD.STAINLESS STEEL S.S.STIFFENER STIFF.STRUCTUREFILL SF.SYMMETRICAL SYM.

TTEMPORARY TEMP.TRANSVERSE TRANS.TYP.ICAL TYP.TYP.ICAL AS NEEDED T.A.N.TIMBER TBR.

VVARIES VAR.VERTICAL VERT.

WWORK POINT W.P.WORKING DRAWINGS W.D.

LIST OF ABBREVIATIONS

MMATERIAL MATL.MINIMUM MIN.MISCELLANEOUS MISC.

NNORTH N.NOT TO SCALE N.T.S.NUMBER NO.NOT IN CONTRACT N.I.C.

OON CENTER O.C.OUTSIDE DIAMETER O.D.OPTIONAL OPT.

PPEDESTRIAN PED.PERPENDICULAR PERP., ┴PILE P-#PILE BENT P.B.PLATE PL., ⅊POINT PT.POST TENSION P/TPOUNDS PER SQUARE INCH PSIPRECAST P/CPRESTRESSED P/SPROPOSED PROP.

QQUANTITY QTY.

RRADIUS RAD., RRAILROAD RR.REINFORCED REINF.REHABILITATION REHAB.REQUIRED REQD.RETROWRAP R.W.RIGHT Rt.

SSCHEDULE SCH.SECTION SECT.SHEET SH., SHT.SOUTH S.SPACING SPC.SPAN SP-#SQUARE SQ.STANDARD STD.STAINLESS STEEL S.S.STIFFENER STIFF.STRUCTUREFILL SF.SYMMETRICAL SYM.

TTEMPORARY TEMP.TRANSVERSE TRANS.TYP.ICAL TYP.TYP.ICAL AS NEEDED T.A.N.TIMBER TBR.

VVARIES VAR.VERTICAL VERT.

WWORK POINT W.P.WORKING DRAWINGS W.D.

SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

0.1

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

INDEX & ABBREVIATIONS2

DESIGN STANDARDS:NEW WORK IS DESIGNED IN ACCORDANCE WITH AREMA MANUAL FOR RAILWAY ENGINEERING AND ANSI/AWC NDS-2012NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TOTHESE STANDARDS AND ALL APPLICABLE LOCAL STANDARDS.

GENERAL NOTES:1. THESE INSTRUCTIONS, REFERENCED SPECIFICATIONS AND DRAWINGS ARE REQUIRED TO FULLY

UNDERSTAND THE SCOPE AND REQUIREMENTS FOR THIS WORK. CONTRACTOR SHALL FAITHFULLYFOLLOW ALL OF THESE AND OBTAIN APPROVAL OF ENGINEER FOR ANY VARIATION FROM THESE.

2. DRAWINGS ARE SCHEMATIC IN NATURE. DO NOT SCALE OFF OF DRAWINGS. DIMENSIONS SHOWN AREDEEMED TO BE ACCURATE. DIMENSION OF EXISTING PARTS SHALL BE VERIFIED IN FIELD. WHERECONFLICT OR QUESTIONS OCCUR, REFER TO EOR BEFORE PROCEEDING.

3. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY DECAYED WOOD AREAS DISCOVERED DURINGINSTALLATION OF RETROFIT MATERIALS. DECAY MAY BE RECOGNIZED AS SOFT OR PUNKY WOOD,FRUITING BODIES IN CRACKS OR ON THE WOOD SURFACE, OR CRUMBLY OR CHECKERED SURFACE.

4. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY DIMENSIONS PRIOR TO INSTALLATION OF RETROFITOR REPLACEMENT MATERIALS. THE ENGINEER SHALL BE NOTIFIED OF DISCREPANCIES.

5. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY STRUCTURAL FAILURES OR DISTRESSEDSTRUCTURAL MEMBERS.

MECHANICAL FASTENERS:ALL FASTENERS SHALL BE A307 GRADE A MILD STEEL, HOT DIPPED GALVANIZED IN ACCORDANCE WITHCSA-G164 HOT DIP GALVANIZING OF IRREGULARLY SHAPED ARTICLES.LAG SCREWS

ALL LAG SCREWS SHALL CONFORM TO ASME B18.2.1 SQUARE, HEX, HEAVY HEX, AND ASKEW HEAD BOLTS ANDHEX, HEAVY HEX, HEX FLANGE, LOBED HEAD, AND LAG SCREWS (INCH SERIES).

DRILL LEAD HOLE TO DEPTH OF SHANK PART OF LAG SCREWS (NOT THREAD PART) EQUAL TO THE SHANKDIAMETER. DIAMETER OF PILOT HOLE ACCOMMODATING THE THREADED PORTION OF THE LAG BOLT SHALL BE85% OF SHANK DIAMETER IN HARDWOODS OR 65% OF SHANK DIAMETER IN SOFTWOODS. PILOT HOLE DIAMETERTO BE CONFIRMED ON SITE WITH A TRIAL HOLE. ALL LAG SCREWS SHALL BE INSTALLED BY TURNING WITH AWRENCH, NOT DRIVING WITH A HAMMER. LUBRICANT SUCH AS GREASE SHALL BE USED TO FACILITATEINSERTION AND PREVENT DAMAGE TO THE LAG SCREW. PROVIDE HOT-DIPPED GALVANIZED STEEL WASHERUNDER THE HEAD OF EACH LAG SCREW.

FOR RETROTEN® INSTALLATION, TORQUE LEVEL SHALL BE DETERMINED BY THE MAXIMUM TORQUE OBTAINEDBY THE TRIAL HOLE. IF THE TORQUE VALUE OBTAINED IS LESS THAN 125ft-lb CALL EOR FOR DIRECTION ON HOWTO PROCEED. TORQUE ALL LAG SCREWS TO 80ft-lb MIN. IT IS IMPORTANT TO NOT SPIN-OUT LAG SCREWS.THEREFORE, DO NOT OVER-TORQUE LAG SCREWS. IF SPIN-OUT OR LAG SCREW FAILURE OCCURS DRILL NEWPILOT HOLE IN CLOSE PROXIMITY IMMEDIATELY, AND PLACE NEW LAG SCREW.

BOLTSBOLTS SHALL CONFORM TO ASME B18.2.1 SQUARE, HEX, HEAVY HEX, AND ASKEW HEAD BOLTS AND HEX, HEAVYHEX, HEX FLANGE, LOBED HEAD, AND LAG SCREWS (INCH SERIES). WHERE TIMBER BOLTS ARE SPECIFIED,UTILIZE STANDARD DOME-HEAD TIMBER BOLTS.

BOLTS FOR TIMBER CONNECTIONS SHALL BE TIGHTENED ONLY TO A SNUG-TIGHT FIT. DO NOT OVERTIGHTEN.WHERE LOCK WASHERS ARE USED, THE WASHER SHOULD BE FLATTENED AND THE NUT TURNED ANADDITIONAL 14 TO 12 TURN. STEEL SIDE PLATES, SUCH AS ON JACK-POSTS AND HINGE-CONNECTORS SHOULDNOT BE BENT INTO THE WOOD.

UNLESS OTHERWISE SPECIFIED BY THE EOR, THE MAXIMUM TORQUE FOR BOLTED CONNECTIONS IS 30 ft-lb;THERE IS NO MINIMUM TORQUE REQUIREMENT.

WASHERS

WASHERS SHALL BE AT LEAST THE SIZE OF STANDARD CUT WASHERS AND HOT-DIPPED GALVANIZED INCOMPLIANCE WITH CSA-G164. WHERE TIMBER WASHERS ARE SPECIFIED, UTILIZE STANDARD MALLEABLE IRONTIMBER WASHERS.

ALL NEW FABRICATED STEEL ASSEMBLIES SHALL BE CSA-G40.21 GRADE 44W MILD STEEL. SHEAR CUT PLATEWHEREVER POSSIBLE. TORCH CUT WITH STRAIGHT-LINE JIG WHERE NECESSARY. ALL PLATE SHALL BE ± 164"TOLERANCE TO ALL GIVEN DIMENSIONS. TORCH CUT EDGES SHALL BE GROUND FREE OF SLAG.PROVIDE 12" THICK BRIDGE BEARING NEOPRENE RUBBER PADS FOR ALL ENDS OF BEAMS IN THEIR POCKETS.DESIGN DEFLECTION SHALL BE 116". PADS SHALL COVER FULL WIDTH AND DEPTH OF SEAT.FABRICATED PARTS SHALL HAVE HOT-DIPPED GALVANIZED (ZINC) COATINGS IN ACCORDANCE WITH CSA-G164HOT DIP GALVANIZING OF IRREGULARLY SHAPED ARTICLES.

FABRICATION OF NEW METAL BRACKETS AND JACK POSTS:

REQUIREMENTS FOR COATING THICKNESS AND MASS PER CSA-G164

ARTICLETHICKNESS in.

AVERAGE COATINGTHICKNESS MIN. mils

AVERAGE COATING MASSMIN. oz/ft²

≥0.039" <0.078" 1.44 0.85

≥0.078" <0.118" 2.22 1.31

≥0.118" <0.157" 2.77 1.64

≥0.157" <0.196" 3.13 1.84

≥0.196" 3.40 2.00

FIELD TREATMENT:TREAT ALL FIELD-DRILLED HOLES TO REFUSAL / SATURATION WITH COPPER NAPHTHENATE FIELD TREATMENTPRESERVATIVE. TREAT HOLES AS SOON AS POSSIBLE AFTER DRILLING. ENSURE HOLES ARE CLEAN FREE OFSAWDUST OR DEBRIS PRIOR TO TREATING.TREAT EXPOSED BEAM ENDS TO REFUSAL / SATURATION WITH COPPER NAPHTHENATE FIELD TREATMENTPRESERVATIVE AND ANCHOR-SEAL PARAFFIN SEALANT. TREAT BEAMS AS SOON AS POSSIBLE AFTER CUTTING.ENSURE CUTS ARE CLEAN AND FREE OF SAWDUST OR DEBRIS PRIOR TO TREATING.

INJECTION:WHEN INJECTING A PILE OR BEAM WITHOUT THE EXTENSION WAND USE A 3 4" DIAMETER HOLE TO INSURE A

TIGHT SEAL SO PRESSURE CAN BUILD UP.PILES: INJECT PILES FROM THE BOTTOM OF THE CAVITY UP. INJECTION HOLES MUST BE CLOSED WITH BUNGS

TO MAINTAIN PRESSURE.BEAMS: DRILL INJECTION HOLES IN BEAMS IN A VERTICALLY STAGGERED PATTERN ALONG THE LENGTH. INJECT

BEAMS FROM THE LARGE END OF THE CAVITY TOWARDS THE SMALL END. BUNG HOLES AS YOU GO.WHEN INJECTING A BEAM WITH A VERTICAL SPLIT USE THE EXTENSION WAND IN A 12" HOLE TO BUILDGREATER PRESSURE. IT IS PARTICULARLY IMPORTANT ON SPLIT BEAMS TO DRILL PAST THE SPLIT, 1-18" IFPOSSIBLE, TO PIN THE INJECTION TO THE FAR SIDE.

MATERIAL SPECIFICATIONS:ANCHOR SEAL: AQUEOUS EMULSION OF PARAFFIN WAX WITH PROPYLENE GLYCOL.

MANUFACTURER: U-C COATINGS CORPORATION, PO BOX 1066, BUFFALO, NEW YORK USA 14215COPPER NAPHTHENATE: 1% - 3% (PREFERRED) SOLUTION, COPPER NAPHTHENATE AND HYDROCARBON SOLVENT WOOD

PRESERVATIVE.SUPPLIER: TIMBER RESTORATION SERVICES - CA, 50 DRISCOLL CRESCENT, MONCTON, NB E1E 3R8

DIFFUSER RODS: DecaystopTM SODIUM BORATE DERIVATIVE WOOD PRESERVATIVE.SUPPLIER: TIMBER RESTORATION SERVICES - CA, 50 DRISCOLL CRESCENT, MONCTON, NB E1E 3R8

EPOXY ADHESIVE: RetrobondTM TWO PART EPOXY RESIN AND HARDENER.SUPPLIER: TIMBER RESTORATION SERVICES - CA, 50 DRISCOLL CRESCENT, MONCTON, NB E1E 3R8

FASTENERS: ALL NUTS, BOLTS, WASHERS, LAG SCREWS, AND THREADED ROD SHALL BE ASTM A307 GRADE A MILD STEEL,HOT DIPPED GALVANIZED IN ACCORDANCE WITH CSA-G164.

FABRICATED STEEL PARTS: ALL BRACKETS AND OTHER FABRICATED STEEL PARTS SHALL BE MANUFACTURED FROMCSA-G40.21 GRADE 44W MILD STEEL AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH CSA-G164.

FiRP FIBER REINFORCED LAMINATE: HIGH STRENGTH GLASS, CARBON OR ARAMID REINFORCED RESIN POLYMER.SUPPLIER: FiRP® TECHNOLOGIES, PO BOX 70, 10476 SUNNYSIDE RD. SE, JEFFERSON, OR USA 97352

GLULAM DECKING: PENTACHLOROPHENOL TREATED COASTAL DOUGLAS FIR.SUPPLIER: FiRP® TECHNOLOGIES, PO BOX 70, 10476 SUNNYSIDE RD. SE, JEFFERSON, OR USA 97352PENTA TREATMENT SUPPLIER: PACIFIC WOOD PRESERVING, 22125 ROCK CREEK ROAD, SHERIDAN, OR USA 97378

HIGH-STRENGTH FIBER WRAP: FIBERGLASS REINFORCED UNIDIRECTIONAL AND BIDIRECTIONAL CLOTH.MANUFACTURER: COLLINSCRAFT COMPOSITES GROUP, INC., PO BOX 159, 1857 WESTMINSTER HWY, WALHALLA, SCUSA 29691

RETROTEN: FiRP® TECHNOLOGIES HIGH STRENGTH FIBER REINFORCED RESIN POLYMER ATTACHED TO DOUG FIRSUPPLIER: FiRP® TECHNOLOGIES, PO BOX 70, 10476 SUNNYSIDE RD. SE, JEFFERSON, OR USA 97352

StructurfillTM : GAP FILLING EPOXY ADHESIVE WITH SHEAR AND COMPRESSION ALLOWABLE CAPACITY = 10,000psi.SUPPLIER: TIMBER RESTORATION SERVICES - CA, 50 DRISCOLL CRESCENT, MONCTON, NB E1E 3R8

ALL SPECIFICATIONS LISTED ARE FOR INFORMATIONAL PURPOSES ONLY, REFER TO TENDER FOR SERVICES PROVIDED.

SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

0.2

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

SPECIFICATIONS3

TIMBER SURFACES MUST BE CLEAN AND FREE OF SURFACE RESIDUES (E.G. SOLVENTS FROM PRESSURETREATING). PLANE ALL CONTACT SURFACES FLAT TO ACCOMMODATE EPOXY ADHESIVE. AVOID SCORING ORGOUGING, UNDULATION IS ACCEPTABLE ON A MAXIMUM 300mm CYCLE. SANDING, GRINDING, OR OTHERABRASIVE METHODS OF REMOVING THE EXISTING COATINGS OR WOOD IS NOT PERMITTED.

HIGH STRENGTH FIBERS ARE TO BE BONDED TO TIMBER WITH RETROBOND® TWO PART EPOXY. MIXING,APPLICATION, AND SAFETY PRACTICES SHALL BE STRICTLY IN ACCORDANCE WITH MANUFACTURERSRECOMMENDATIONS AND THE PUBLISHED MATERIAL SAFETY DATA SHEET PROVIDED BY THE EPOXYMANUFACTURER. STRICTLY CONFORM TO TEMPERATURE LIMITS AS PUBLISHED BY EPOXY MANUFACTURER.LEVEL II TECHNICIANS WILL INSTALL OR SUPERVISE INSTALLATION OF HIGH STRENGTH FIBERS.

THE EPOXY SHALL BE UNIFORMLY APPLIED TO BOTH THE PLANED TIMBER SURFACE AND THE MATING SURFACEOF THE RETROFIT MATERIALS TO AN AVERAGE THICKNESS OF 0.8mm. SOME SQUEEZE-OUT FROM ALL SIDESDURING CLAMPING IS REQUIRED TO INDICATE ADEQUATE CLAMPING PRESSURE AND EPOXY COVERAGE.

THE CONTRACTOR SHALL TAKE MEASURES TO ENSURE THAT THE EPOXY DOES NOT BEGIN TO GEL BEFORE THEREINFORCEMENT IS FULLY INSTALLED WITH PROPER CLAMPING PRESSURE.

EPOXY ADHESIVE SPECIFICATIONS:

HIGH STRENGTH FIBER REINFORCED SHEAR PANELS:SHEAR REINFORCEMENT PANELS ARE TO BE FIBERGLASS REINFORCED BIAXIAL WOVEN FABRIC SANDWICHEDBETWEEN (2) LAYERS PLYWOOD. FABRIC SHALL BE AFFIXED TO THE PLYWOOD PANELS WITH THIXOTROPICLAMINATING EPOXY, ENSURING FULL WET-OUT OF THE GLASS FIBERS.PANEL SIZES AND LOCATIONS ARE TO BE AS SHOWN ON DRAWINGS. TYPICAL PANEL SIZES ARE 305x1219mm(12x48"); PANELS MAY BE CUT AS NEEDED. WHERE MULTIPLE PANELS ARE REQUIRED, LONGITUDINAL (PARALLELTO GRAIN) JOINTS SHOULD BE STAGGERED; TRANSVERSE JOINTS MAY BE CONTINUOUS.PANELS ARE TO BE BONDED TO TIMBER SURFACE WITH RETOROBOND® EPOXY, ACCORDING TO EPOXYADHESIVE SPECIFICATIONS.LEVEL II TECHNICIANS WILL INSTALL OR SUPERVISE INSTALLATION OF HIGH STRENGTH FIBER REINFORCEDSHEAR PANELSFOR 1/2" NOMINAL PANELS, DESIGN SHEAR CAPACITY SHALL BE 6.9MPa (1ksi).FOR 1" NOMINAL PANELS, DESIGN SHEAR CAPACITY SHALL BE 13.8MPa (2ksi).

NOTE:10% EXTRA MATERIALS TO BE PROVIDED TO COVER FOR POTENTIAL THAT CRACKS HAVE GROWN OR TIMBERHAS CONTINUED TO DEGRADE SINCE TIME OF LAST INSPECTION.

24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-8"

233'-4"

16'-8"

144'-0"

ARCH

1

ARCH

2

ARCH

3

ARCH

4

ARCH

5

ARCH

6

ARCH

7

ARCH

8

ARCH

9

A1.1

NOTE:· FIELD MEASUREMENTS REQUIRED FOR

MANUFACTURE AND INSTALLATION OF BRIDGERETROFIT (MEASUREMENTS ARE APPROXIMATE)

· FIELD DRILLING OR CUTTING NOT SHOWN ONTHESE PLANS IS NOT ALLOWED WITHOUTENGINEERING APPROVAL. ALL FIELD DRILLEDHOLES OR CUT SURFACES REQUIRE TRIPLE CNTREATMENT THEN SEALING WITH ANCHOR SEAL

SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.0

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

PLAN4

PLANSCALE = 1:300

E1.5

F1.6

B1.2

C1.3

D1.4

ARCH 1

REMOVE EXISTING STEEL PLATES,ONE SIDE AT A TIME.INSTALL 1" HIGH-STRENGTH SHEARPANELS EACH SIDE OF ARCH.

8'-0"

3'-6"

NOTE: SHRINKAGE CRACK ONOUTSIDE FACE DOES NOTREQUIRE REINFORCING.




SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.1

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

SECTIONARCH 1 5

SECTION - ARCH 1SCALE = 1:150

A1.0

110.0

ARCH 3DELAM BETWEEN LAMS 10 AND 11.

INSTALL 1" SHEAR PANEL EACHSIDE OF ARCH

4'-0"

1'-0"




SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.2

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

SECTIONARCH 3 6


B1.0

110.0

ARCH 53'-6"

6'-0"

INSTALL 1" HIGH-STRENGTHSHEAR PANELS EACH SIDE OFARCH.

INSTALL SHEAR PANELS TOCOVER CRACK ON OUTSIDE

FACE OF ARCH, APPROX. 12' .




SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.3

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC 7SECTIONARCH 5 9


C1.0

110.0

CRACK

110.0

ARCH 6

REMOVE EXISTING STEEL PLATES,ONE SIDE AT A TIME.INSTALL 1" HIGH-STRENGTH SHEARPANELS EACH SIDE OF ARCH.

8'-0"

3'-6"

NOTE: SHRINKAGE CRACK ONOUTSIDE FACE DOES NOTREQUIRE REINFORCING.




SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.4

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

SECTIONARCH 6 8


D1.0

110.0

ARCH 7

DELAM BETWEEN LAMS 25 AND 26.INSTALL 1" SHEAR PANELS EACH

SIDE OF ARCH TO COVER DELAM,(APPROX. 12 FEET LONG).

DELAM BETWEEN LAMS 13 AND 14.INSTALL 1" SHEAR PANELS EACH SIDE

OF ARCH TO COVER DELAM,(APPROX. 12 FEET LONG).




SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.5

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC 9SECTIONARCH 7 11


E1.0

110.0

ARCH 8

DELAM BETWEEN LAMS 14 AND 15.INSTALL 1" SHEAR PANELS EACH SIDE

OF ARCH TO COVER DELAM,(APPROX. 12 FEET LONG).




SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

1.6

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

SECTIONARCH 8 10


F1.0

110.0

1'-0"

TRIM PANELS AS NEEDED TO PROVIDE SPECIFIED COVERAGE.STAGGER LONGITUDINAL JOINTS BETWEEN ADJACENT PANELS.

2"

2"

2"

2"

2"

2" 2"

4'-0"

2"

2" APPLY SHEAR PANEL PARALLEL TO GRAIN

PROBE FOR CAVITIES BEFORE INSTALLING PANELS. INJECTCAVITIES WITH STRUCTURFILLTM EPOXY AS NEEDED AFTERINSTALLATION.

APPLY PANELS TOEACH SIDE GIRDER

RETROSHEAR INSTALLATION DETAILSCALE = 1:10

11.1

SHEET KEYNOTES

1. RETROSHEAR PANEL (1" OR 1/2" THICK, ASSPECIFIED)

2. WOOD SCREW - #10 x 3"3. FENDER WASHER - 1-1/4" OUTSIDE DIA.

SHEET #

DRAWING #

PROJECT #7059

PENTICTON MEMORIAL

ARENA


PREPARED FOR:

10.0

OF 11 0

DATE :

APPR BY:

DATE :


APPR BY:

DATE :


APPR BY:

DATE :



PROFESSIONAL

EN GI N EER

D.A. TINGLEY#22808

P

R O V I N C

EO F

BRITI SHCO



WOODRESEARCH AND

DEVELOPMENT


TC

SHEAR PANEL DETAIL11

1

2

3

1. COMPLETE PRE-RETROFIT MEETING AND ASSIGN TASKS. REVIEW DRAWINGS.2. CONFIRM ACCESS REQUIREMENTS.3. OBTAIN RETROSHEAR™ LENGTH AND THICKNESS REQUIREMENTS PER EOR.4. DOUBLE CHECK DRAWINGS FOR RETROSHEAR™ REQUIREMENTS. FINISH PLANE

THE GLUE SURFACE OF THE EXISTING TIMBER. LEVEL II TECHNICIANS TOMONITOR PLANING QUALITY. AVOID UNNECESSARY SCOUR.

5. LOCATE, ORGANIZE, AND COUNT INSTALLATION MATERIALS REQUIRED. ENSUREEXTRA SCREWS AND WASHERS ARE AVAILABLE IF NEEDED DURINGINSTALLATION.

6. CHECK EQUIPMENT AND TOOLS. HAVE DRILL MOTOR AND BITS ON STANDBY INTHE EVENT NEW HOLES ARE REQUIRED TO REPLACE "SPUN-OUT" SCREWS.ENSURE FLUID LEVELS. TURN ON AND TEST EQUIPMENT PRIOR TO MIXINGEPOXY.

7. STAGE KITCHEN STATION ON FLAT TERRAIN, AWAY FROM MOISTURE ANDPOTENTIAL CONTAMINANTS. IF RAINING, EXTREME CARE SHALL BE TAKEN TOENSURE EPOXY DOES NOT RECEIVE MOISTURE.

8. CHECK MOISTURE CONTENT READINGS ON GLUE SURFACES TO RECEIVE EPOXY.DO NOT PROCEED WITH RETROFIT IF SURFACE MOISTURE CONTENT IS ABOVE20%.

9. ONCE ALL PERSONNEL HAVE BEEN GIVEN THE GO AHEAD, THE ASSIGNED COOKSHALL MIX THE FIRST BATCH OF RETROBOND™ EPOXY. USE RETROBOND™277B, 275B, OR 273B HARDENER WITH RETROBOND™ 175A RESIN. THE USE OFTHE DIFFERENT HARDENERS SHALL BE DETERMINED BE LEVEL II TECHNICIANSAND BASED ON AVAILABILITY, ENVIRONMENTAL CONDITIONS, AND COMPLEXITYOF JOB. START CLOCK.

10. IF CREOSOTED TIMBER, WIPE GLUE FACE WITH CLEAN DRY RAG TO REMOVETHE OILY SURFACE. DO NOT USE SOLVENTS.

11. SPREAD MIXED EPOXY ON BOTH GLUE FACES (RETROSHEAR™ AND EXISTINGTIMBER). LEVEL II TECHNICIANS TO MONITOR SPREAD RATE. SQUEEZE OUTSHOULD BE NO LARGER THAN A 6mm BEAD AND NO SMALLER THAN 1.5mm.

12. PLACE RETROSHEAR™ IN PLACE. UNLESS OTHERWISE SPECIFIED BY LEVEL IITECHNICIANS, DRIVE THE CENTER ROW OF SCREWS FIRST, THEN WORK TO TOPAND BOTTOM.

13. CONTINUE DRIVING REMAINING SCREWS WORKING FROM THE CENTER OUT,UNLESS OTHERWISE SPECIFIED.

14. LEVEL II TECHNICIANS TO TRACK AND RECORD ALL APPLICATION DETAILSALONG WITH MATERIALS QUANTITIES CONSUMED ON AS-BUILT DRAWINGS.TAKE FINAL PHOTOS.

RETROSHEAR™ WORKS SCHEDULE:

1

2

3

INJECTION WORKS SCHEDULE:

FOR LARGE CAVITIES: CUT ACCESS HOLES AND CLEAN DEBRIS AND FRASS FROMINTERIOR. PACK CAVITY, AS POSSIBLE, WITH SOLID WOOD. SEAL OPENINGS ANDINJECT AS BELOW.

INJECTION:1. DRILL ACCESS HOLES, TYPICALLY Ø7/8" OR Ø5/8", TO MATCH DIAMETER OF

INJECTION NOZZLE AND BUNGS.2. STARTING FROM LARGE END OF CAVITY AND WORKING TOWARD SMALL END,

INJECT CAVITY WITH STRUCTURFILLTM USING PRESSURIZED PNEUMATIC GUN,WITHOUT EXTENSION WAND. GUN NOZZLE SHOULD SEAL TIGHTLY AGAINSTACCESS HOLE TO INSURE PRESSURE CAN BUILD UP.

3. WHEN STRUCTURFILLTM BEGINS TO PUMP OUT OF HOLE, PLUG WITH SUPPLIEDBUNG TO MAINTAIN PRESSURE AND CONTINUE TO NEXT HOLE.

4. ON LAST HOLE, INJECT UNTIL NOZZLE HAS BACK FLOW. HOLD SHOULDER TIGHTAGAINST GIRDER TO MAINTAIN PRESSURE AND ENSURE STRUCTURFILLTM

FLOWS INTO CRACKS.WHEN INJECTING SPLITS:· USE 1/2" ACCESS HOLE AND EXTENSION WAND TO BUILD GREATER PRESSURE.· DRILL ACCESS HOLE PAST THE SPLIT, BY 1-1/4" IF POSSIBLE, TO PIN THE

INJECTION TO THE FAR SIDE.

1. REMOVE STEEL PLATE FROM ONE SIDE OF ARCH2. DRILL OPPOSITE PLATE TO EXPOSE TIMBER AT TEST POINTS3. TEST EXPOSED AREA WITH STRESS WAVE TIMER4. IF SWT RESULTS SHOW RED ZONES, PROBE FOR CAVITIES5. IF CAVITIES ARE FOUND, INJECT WITH STRUCTURFILLTM PER THE INJECTION

WORKS SCHEDULE6. INSTALL SHEAR PANELS PER THE RETROSHEARTM WORKS SCHEDULE.

STEEL SHEAR PLATE REPLACEMENT WORKS

Documents

NOTICE OF INTENT - penticton.caand~RFPs/2018/NOD/2018... · galvanize galv. girder gdr. grade gr. ground gnd. h height ht. horizontal horiz. l left lt. length lgth. long lg. m material