ADDENDUM NO. 01 - Bidding Opportunities - Supply …bids.vancouver.ca/bidopp/ITT/documents/PS20171974-UpdatedSeismi… · construction, and the design and erection of all temporary

1285 West Broadway, Suite 300 tel 604-738-0048

Vancouver BC V6H 3X8 fax 604-738-1107

ADDENDUM NO. 01

Project: Stanley Park Pavilion Roof Replacement Project No.: VAN.107371.0007

Issued By: Julia Halipchuk Date: 02/11/2017

This Addendum forms part of, and is to be included in, the Contract Drawings and Specifications originally issued for the

above-named project and no consideration will be given to any request for extras to this Contract due to the Contractor not

being familiar with the Addenda. Please acknowledge receipt of this Addendum on the Bid Form.

This Addendum forms part of the Bid Documents and modifies as stated herein:

1.0 SPECIFICATIONS

THERE ARE NO STRUCTURAL SPECIFICATION CHANGES RESULTING FROM THIS ADDENDUM

2.0 DRAWINGS

2.1 Replace Drawing S1.1 GENERAL NOTES with S1.1 Revision 1 GENERAL NOTES dated November 2, 2017.

2.2 Replace Drawing S2.1 ROOF PLAN with S2.1 Revision 2 ROOF PLAN dated November 2, 2017.

2.3 Add Drawing S2.1a ROOF PLAN ALTERNATE dated November 2, 2017

3.0 CLARIFICATION(S)

THERE ARE NO CLARIFICATIONS RESULTING FROM THIS ADDENDUM

End of Addendum No. 01

LIST OF STRUCTURAL DRAWINGS

S1.1 GENERAL NOTES

S2.1 ROOF PLAN

S2.1A ROOF PLAN - ALTERNATE

DRAWINGS

1. THIS SET OF DRAWINGS SHOWS THE COMPLETED PROJECT. THE DRAWINGS DO NOT SHOWCOMPONENTS THAT MAY BE NECESSARY FOR CONSTRUCTION SAFETY. THE GENERAL CONTRACTOR ISRESPONSIBLE FOR SAFETY IN AND ABOUT THE JOB SITE DURING CONSTRUCTION, AND THE DESIGN ANDERECTION OF ALL TEMPORARY STRUCTURES, FORMWORK, FALSE WORK, SHORING, ETC. REQUIRED TOCOMPLETE THE WORK.

2. THE USE OF THESE DRAWINGS IS LIMITED TO THAT IDENTIFIED IN THE REVISIONS COLUMN. DO NOTCONSTRUCT FROM THESE DRAWINGS UNLESS MARKED "ISSUED FOR CONSTRUCTION" IN THEREVISIONS COLUMN, BY READ JONES CHRISTOFFERSEN LTD. THE DRAWINGS SHALL NOT BE USED FORPRICING, COSTING, OR TENDER UNLESS SO INDICATED IN THE REVISION COLUMN. PRICING OR COSTINGDRAWINGS ARE NOT COMPLETE AND ANY PRICES BASED ON PRICING OR COSTING DRAWINGS MUSTINCLUDE ALLOWANCES FOR THIS.

3. THE INFORMATION ON THESE DRAWINGS SHALL NOT BE USED FOR ANY OTHER PROJECT OR WORKS.THE INFORMATION ON THESE DRAWINGS APPLIES SOLELY TO THIS PROJECT.

GENERAL

431. SECTION MARK SHOWN THUS MEANS SECTION #4 ON DRAWING S-3.

2. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SLEEVES, NAILERS,INSERTS, ETC., TO BE ENCASED IN CONCRETE.

3. SEE ARCHITECTURAL DRAWINGS FOR FLOOR AND ROOF ELEVATIONS, RECESSES, DRAINAGESLOPES, ETC.

4. THE GENERAL CONTRACTOR SHALL REVIEW ALL THE DRAWINGS AND CHECK DIMENSIONSBEFORE CONSTRUCTION. REPORT DISCREPANCIES BETWEEN STRUCTURAL AND OTHERDISCIPLINES DRAWINGS FOR CLARIFICATION.

5. WOOD SHALL CONFORM TO CAN/CSA-086 AND ITS REFERENCED DOCUMENTS.

ANALYSIS AND DESIGN CRITERIA

1. THE STRUCTURAL DESIGN SHOWN ON THESE DRAWINGS TARGET THE "LIFE SAFETY" DESIGNCRITERIA PER THE STRUCTURAL ENGINEERING GUIDELINES FOR PERFORMANCE BASED SEISMICASSESSMENT AND RETROFIT OF LOWRISE BRITISH COLUMBIA SCHOOL BUILDINGS, 2ND EDITIONPUBLISHED NOV. 2013.

2 ANALYSIS COMPLETED USING SEISMIC PERFORMANCE ANALYZER 1 (VERSION 2.1) WITH THEFOLLOWING PARAMETERS:A. LOCATION = VANCOUVERB. DESIGN PROBABILITY OF DRIFT EXCEEDENCE (PDE) FOR ASSESSMENT AND DESIGN = 2% IN 50YEARS (LIFE SAFE)C. SOIL TYPE = SITE CLASS C (PER SRG2 GEOTECH MAPS).

3. SNOW LOADING DESIGN CRITERIA HAS BEEN DEVELOPED IN SUBSTANTIAL ACCORDANCE WITHNBCC 2010.

4. SCOPE OF EVALUATION WAS LIMITED TO THE LATERAL DEFORMATION RESISTING SYSTEM ROOFDIAPHRAGM UNDER SEISMIC LOAD CASE ONLY.

FIELD REVIEW BY READ JONES CHRISTOFFERSEN (RJC)

1. READ JONES CHRISTOFFERSEN PROVIDES FIELD REVIEW ONLY FOR THE WORK SHOWN ONTHESE STRUCTURAL DRAWINGS. THIS REVIEW IS NOT A "FULL TIME" REVIEW BUT IS CONDUCTEDWITH SUCH FREQUENCY AS RJC DEEMS APPROPRIATE TO OBSERVE VARIOUS STAGES OF THEWORK AND TO ASCERTAIN THAT THE WORK IS IN GENERAL CONFORMANCE WITH THE PLANSAND SUPPORTING DOCUMENTS PREPARED BY READ JONES CHRISTOFFERSEN. FIELD REVIEWBY READ JONES CHRISTOFFERSEN IS NOT CARRIED OUT FOR THE CONTRACTOR'S BENEFIT,NOR DOES IT MAKE READ JONES CHRISTOFFERSEN GUARANTORS OF THE CONTRACTOR'SWORK. IT REMAINS THE CONTRACTOR'S RESPONSIBILITY TO BUILD THE WORK INCONFORMANCE WITH THE CONTRACT DOCUMENTS. RJC SHALL NOT BE RESPONSIBLE FOR THEACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR, OR ANY OTHER PERSONSPERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THEWORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

RJC WILL REVIEW SHOP DRAWINGS PERTAINING TO WORK SHOWN ON RJC'S DRAWINGS. THEEXTENT OF THIS REVIEW IS AT THE SOLE DISCRETION OF RJC'S ENGINEER AND IS FOR THESOLE PURPOSE OF ASCERTAINING GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGNCONCEPT. THE REVIEW IS NOT AN APPROVAL OF THE DESIGN, DETAILS, AND DIMENSIONSINHERENT IN THE SHOP DRAWINGS, RESPONSIBILITY FOR WHICH SHALL REMAIN WITH THECONTRACTOR OR SUBCONTRACTOR SUBMITTING THEM. SUCH REVIEW SHALL NOT RELIEVE THECONTRACTOR OR SUBCONTRACTOR OF HIS OR HER RESPONSIBILITY FOR ERRORS ANDOMISSIONS IN THE SHOP DRAWINGS OR FOR MEETING ALL REQUIREMENTS OF THE CONTRACTDOCUMENTS.

2. PROVIDE 24 HOURS ADVANCE NOTICE OF EACH REQUIRED FIELD REVIEW. FIELD REVIEWSSHALL BE SCHEDULED TO BE CARRIED OUT DURING NORMAL BUSINESS HOURS UNLESSSPECIAL ARRANGEMENTS ARE MADE WITH RJC.

3. THE WORK TO BE REVIEWED SHALL BE GENERALLY COMPLETE.

RENOVATIONS

1. THE CONTRACT DOCUMENTS ARE BASED ON ASSUMED AS-BUILT DIMENSIONS FOR THE EXISTINGBUILDING STRUCTURE AND ASSUMPTIONS IN ACCORDANCE WITH DETAILING AND PLACING PRACTICE.THESE ASSUMPTIONS MAY VARY FROM THE ACTUAL ON-SITE CONDITIONS. THE CONTRACTOR SHALLIMMEDIATELY INFORM THE CONSULTANT OF ANY ACTUAL VARIATIONS FROM THE ASSUMEDCONDITIONS.

2. MINOR MODIFICATIONS WILL BE REQUIRED TO THE WORK INDICATED ON THESE DRAWINGS TOREFLECT ACTUAL SITE CONDITIONS. THE CONTRACTOR WILL COOPERATE WITH THE CONSULTANT ANDRJC IN THIS REGARD. MINOR MODIFICATIONS WILL BECOME THE RESPONSIBILITY OF THECONTRACTOR AND WILL NOT RESULT IN A CHANGE IN THE CONTRACT PRICE.

3. ENSURE THAT ALL NECESSARY JOB DIMENSIONS ARE TAKEN AND ALL TRADES ARE COORDINATEDFOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS OF SUCH DIMENSIONS, AND FORCOORDINATION.

4. PRIOR TO FABRICATION OF ANY STRUCTURAL MEMBERS, THE CONTRACTOR SHALL COMPLETE THISSITE REVIEW OF CRITICAL "TIE-IN" DIMENSIONS AND CONFIRM ALL DIMENSIONS TO ENSURE PROPERFIT OF NEW WORK TO EXISTING. REPORT ANY DISCREPANCIES TO RJC PRIOR TO STARTING WORK.

5. COMMENCEMENT OF CONSTRUCTION OR ANY PART THEREOF CONSTITUTES ACCEPTANCE OFEXISTING CONDITIONS AND MEANS DIMENSIONS AND ELEVATIONS HAVE BEEN CONSIDERED, VERIFIEDAND ARE ACCEPTABLE.

6. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY IN AND ABOUT THE JOB SITE DURINGCONSTRUCTION, AND THE DESIGN AND ERECTION OF ALL TEMPORARY STRUCTURES, FORMWORK,FALSEWORK, SHORING, BRACING, ETC., REQUIRED TO COMPLETE THE WORK (SUBMIT SHORINGDRAWINGS SEALED BY A SPECIALTY STRUCTURAL ENGINEER).

GENERAL

WOOD FRAMING

MATERIALS

1. {PLYWOOD} TO BE DOUGLAS FIR SHEATHING GRADE.{BLOCKING} TO BE SPF No.2 GRADE OR BETTER.

2. {TIMBER CONNECTION HARDWARE} TO BE SIMPSON STRONG-TIE, OR EQUIVALENT APPROVED BY RJC. COMPLETEWITH NAILS SUPPLIED BY MANUFACTURER. DO NOT USE P NAILS.

3. {NAILS} SHALL BE COMMON ROUND STEEL WIRE NAILS. NAILS ARE CALLED UP BY LENGTH AND SHALL CONFORMTO THE FOLLOWING TABLE:

LENGTH DIAMETER PENNY-WEIGHT

2" 0.113" 6d

2 1/2" 0.131" 8d

3" 0.148" 10d

3 1/4" 0.148" 12d

3 1/2" 0.162" 16d

4" 0.192" 20d

4 1/2" 0.207" 30d

5" 0.225" 40d

\pxi-9.144,l9.144,t4.572,9.144; NOTE: SPIRAL OR PNEUMATIC NAILS MAY BE USED IF THEY CONFORM TO THE TABLE ABOVE.

(50 mm)

(65 mm)

(75 mm)

(80 mm)

(90 mm)

(100 mm)

(115 mm)

(125 mm)

(2.9 mm)

(3.3 mm)

(3.8 mm)

(3.8 mm)

(4.1 mm)

(4.9 mm)

(5.3 mm)

(5.8 mm)

4. MOISTURE CONTENT OF ALL TIMBER ELEMENTS SHALL NOT EXCEED 19% AT THE TIME OFCONSTRUCTION OR FABRICATION.

5. {ALL FASTENERS AND CONNECTION HARDWARE} THROUGH PRESERVATIVE TREATED MATERIALS OROUTSIDE OF THE MOISTURE BARRIER TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL ASSPECIFIED.

SHEATHING

BE SUPPORTEDPANELS MUSTEND JOINTS OF

1. %%UROOF SHEATHINGA.

\pxi-4.572,l4.572,t4.572,9.144,34.29;2. LAY ROOF SHEATHING WITH THE SURFACE GRAIN AT RIGHT ANGLES TO THE JOISTS. STAGGER THE JOINTS PARALLEL TO THE JOISTS.

{SLOPED ROOF (SLOPE > 15%)}1/2" PLYWOOD WITH H-CLIPS AT

NAILING

1. NAILING SHALL CONFORM TO THE BUILDING CODE PART 9, AND "WOOD BUILDING TECHNOLOGY" PUBLISHED BYTHE CANADIAN WOOD COUNCIL. NAILING CALLED UP ON THESE DRAWINGS (I.E. FOR SHEATHING) IS BASED ONCOMMON NAILS. SEE NOTE 3 UNDER MATERIALS FOR COMMON NAIL SIZES.

2. DO NOT USE PNEUMATICALLY DRIVEN NAILS IN SHEATHING UNLESS THE NAILS MEET THE LENGTH AND DIAMETEROF NOTE 3 UNDER MATERIALS.

3. DO NOT USE PNEUMATICALLY DRIVEN NAILS WITH JOIST HANGERS OR CONNECTING HARDWARE. NAILS FORHARDWARE SHOULD BE AS SPECIFIED OR SUPPLIED BY MANUFACTURER.

4. UNLESS OTHERWISE NOTED, NAIL ALL ROOF SHEATHING WITH 3" NAILS @ 6" o.c. AT SUPPORTED EDGES OFSHEATHING SHEETS AND @ 12" o.c. AT INTERMEDIATE SUPPORT FRAMING. NAILS TO BE HOT DIP GALVANIZED.

1. ALL DESIGN, DETAILS, MATERIAL AND CONSTRUCTION PROCEDURES SHALL CONFORM TOCURRENT EDITIONS OF THE FOLLOWING AS A MINIMUM:

VANCOUVER BUILDING BY-LAW 2014 PART 9.CAN/CSA-086 - ENGINEERING DESIGN IN WOOD.CSA O121 - DOUGLAS FIR PLYWOODCSA B111 - WIRE NAILS, SPIKES AND STAPLES.CAN/CSA-B34 - MISCELLANEOUS BOLTS AND SCREWS.CANADIAN WOOD-FRAME HOUSE CONSTRUCTION - CMHC."WOOD DESIGN MANUAL" - CANADIAN WOOD COUNCIL."WOOD BUILDING TECHNOLOGY" - CANADIAN WOOD COUNCIL.

2. ANY CHANGES TO THE FRAMING SHOWN ON THESE DRAWINGS SHALL HAVE PRIOR WRITTENAPPROVAL OF RJC. FRAMING CHANGES WHICH HAVE NOT BEEN SO APPROVED WILL BE REJECTED.

3. ANY TIMBER NOT GRADE MARKED WILL BE REJECTED.

4. FINISHES SHALL BE DETAILED TO ACCOMMODATE SHRINKAGE OF THE TIMBER OVER TIME.

5. DO NOT COVER WOOD FRAMING WITH FINISHES UNTIL RJC'S FRAMING REVIEW IS COMPLETE.PROVIDE 24 HOURS ADVANCE NOTIFICATION WHEN FRAMING REVIEWS ARE REQUIRED.

6. NOTCHING AND DRILLING OF STRUCTURAL ELEMENTS SHALL FOLLOW THE GUIDELINES SET FORTHIN THE BUILDING CODE PART 9, UNLESS OTHERWISE APPROVED IN WRITING BY RJC.

7. ALL TIMBER ELEMENTS ARE DESIGNED FOR DRY-SERVICE CONDITIONS. SEE ARCHITECTURALDRAWINGS FOR WATERPROOFING AND VENTILATION DETAILS.

8. UNLESS OTHERWISE NOTED ALL NAILING AND CONSTRUCTION TO BE DONE IN ACCORDANCE WITHPART 9. THIS INCLUDES ALL BLOCKING.

WOOD FRAMING CONTINUED

EXISTING RAFTER

EXISTING STRAPPING EXTENT TO BE CONFIRMED AFTER DEMOLITION.NEW PLYWOOD SHEATHING.

NEW BLOCKING:2 x 8 BLOCKING ON THE FLAT.NAILED PER PART 9 REQUIREMENTS. WHERE SIMPSONSTRONG TIE STRAPPING IS NOT INSTALLED,NAILPLYWOOD WITH 1 ROW OF 2 1/2" NAILS @ 3" o.c.OVERLAY WITH PLYWOOD SHIM TO MATCH THICKNESSOF EXIST. STAPPING. LOCALLY REMOVE EXISITNGWOOD STRAPPING AT BLOCKING LOCATIONS.

1

1.1 1 1/2" = 1'-0"

SIMPSON STRONG TIE STRAPPING AT LOCATIONS SPECIFIED.

EXISTING RAFTER

EXISTING STRAPPING EXTENT TO BE CONFIRMED AFTER DEMOLITION.NEW PLYWOOD SHEATHING.

NEW BLOCKING:2 x 8 BLOCKING ON THE FLAT.NAILED PER PART 9 REQUIREMENTS. WHERE SIMPSONSTRONG TIE STRAP IS NOT INSTALLED, NAIL PLYWOODWITH 1 ROW OF 2 1/2" NAILS @ 3" o.c. STAG. OVERLAYWITH PLYWOOD SHIM TO MATCH THICKNESS OF EXIST.STAPPING. LOCALLY REMOVE EXIST. WOOD STRAPPINGAT BLOCKING LOCATIONS.

1A

1.1 1 1/2" = 1'-0"

SIMPSON STRONG TIE STRAPPING AT LOCATIONS SPECIFIED.

PROVIDE SOLID BLOCKINGBETWEEN EXISTING RAFTERS.CUT TO FIT. CONNECT TORAFTERS WITH 1 ROW OF 4" NAILS@ 3" o.c.

INSTALL SIMPSON LS70 CLIPS @ 12" o.c.

STANLEY PARK PAVILIONROOF REPLACEMENTDIAPHRAGM UPGRADES

GENERAL NOTESSheet Title

Project Name

Drawn By

Designed By

RJC Project Number

Sheet Number

S1.1 1Revision

JH

BE .

JANUARY 6, 2017Date

Scale

VAN.107371.0007

610 PIPELINE ROAD, VANCOUVER, BC

No. Revision Date By

bedwards P:\VAN\107300\VAN.107371.0007 - City of Vancouver Roof Replacement Diaphragm Upgrades\Drafting\S1.1 S2.1.dwg 17-11-02 08:21:05

Seal

All drawings, plans, models, designs, specifications and other documentsprepared by Read Jones Christoffersen Ltd. ("RJC") and used in connectionwith this project are instruments of service for the work shown in them (the"Work") and as such are and remain the property of RJC whether the Workis executed or not, and RJC reserves the copyright in them and in the Workexecuted from them, and they shall not be used for any other work or project.

These drawings are "design drawings" only. They may not be suitable foruse as shop drawings. Use of these drawings as base drawings for "shopdrawings" is not permitted unless written permission containing certainconditions and limitations is obtained from RJC. The work "as constructed"may vary from what is shown on these drawings.

Use of these drawings is limited to that identified in the Revision column.Do not construct from these drawings unless marked "Issued forConstruction" by RJC in the Revision column, and then only for the partsnoted. The drawings shall not be used for "pricing", "costing", or "tender"unless so indicated in the Revision column. "Pricing" or "Costing" drawingsare not complete and any prices based on such drawings must allow for this.

3.

2.

1.

Drawing Notes

Read Jones Christoffersen Ltd.

1285 West Broadway, Suite 300Vancouver, BC V6H 3X8 Canada

604-738-0048604-738-1107

Engineersrjc.ca

telfax

ISSUED FOR CONSTRUCTION JAN 06/17 ASL

ISSUED FOR DEVELOPMENTPERMIT AND BUILDING PERMIT JAN 08/17 ASL

ISSUED FOR TENDER FEB 08/17 ASL

REISSUED FOR TENDER OCT 05/17 ASL

ADDENDUM No.1 NOV 02/17 ASL1

1

1

1

1

ROOF PLAN1/8" = 1'-0"

KEY NOTES

FOR ROOF ASSEMBLY TYPE R21/2" PLY ON EXISTING FRAMING.0.127"%%C x 2" LG. NAILS @ 4" o.c. AT PANEL EDGESAND @ 12" x 12" o.c. THRU-OUT TO BE NAILED TO TOP OF EXISTING ROOFDECKING.

FOR ROOF ASSEMBLY TYPE R11/2" PLY ON EXISTING FRAMING.0.127"%%C x 2" LG. NAILS @ 4" o.c. AT PANEL EDGESAND @ 12" x 12" o.c. THRU-OUT TO BE NAILED TO TOP OF EXISTING ROOFCROSS STRAPPING. SUPPORT ALL EDGES WITH ADDITIONAL CROSSSTRAPPING. ENSURE EXISTING STRAPPING IS PROPERLY ATTACHED TOFRAMING BELOW.

ROOF ASSEMBLIES AND BUILDING ENVELOPE DETAILS BY OTHERS.SEE STANLEY PARK PAVILION RESTAURANT DRAWINGS AND DETAILS BY APEX.

ROOF PLAN IS INDICATIVE. PLYWOOD SHEATHING TO BE INSTALLED AT ALLLOCATIONS WHERE RE-ROOFING WORK IS BEING DONE.

ROOF NOTES

\A1;20"

5

2

2

2

22

2

2

2

2

2

2

2

2

2

2 5

2

4

4 5

3

\A1;14" TYP.

44

44

44 4 4

4 4

2

2

2

4

4

44

2

2

4 5 4

42

4

5

4

35

5 3

33

3

R1

R2

\A1;20"

2

2

2

5

5

55

5

5

54

4

\A1;94'-10"%%P \A1;9'-2"%%P

\A1;12'-10"%%P \A1;55'-0"%%P \A1;48'-2"%%P

\A1;3

6'-2"%

%P

\A1;13

'-4"%

%P\A

1;34'-

0"%%

P\A

1;26'-

5"%%

P\A1

;5'-2"%

%P

\A1;43

'-2"%

%P\A1

;49'10

"%%P

\A1;2

2'-0"%

%P

DIMENSIONS

ALL DIMENSIONS SHOWN ON THIS DRAWING ARE CONSIDERED APPROXIMATE. CONTRACTOR TO CONFIRM WHEN QUANTIFYING MATERIALS.

2

\A1;18'-3"%%P

\A1;26'-9"%%P

{NOTE}: REFER TO MANUFACTURER'S SPECIFICATIONS FOR LAP SPLICEREQUIREMENTS. AT CHANGE OF DIRECTION OF STAPPING, EXTEND STRAP

PAST INTERSECTION BY 20" MIN. TO EDGE OF OVERLAP.

ALIGN ALL CHORDS WITH TOP OF WALL.

FILL ALL NAIL HOLES IN END OF STRAPPING UNTIL QUANTITY LISTED ABOVE ISMET. PROVIDE BLOCKING AT EVERY OTHER RAFTER GAP AND HALF NAILS ATBLOCKED LOCATIONS. SEE DETAIL 1/1.1 FOR BLOCKING REQUIREMENTS.

AT LOCATIONS OF SLOPED ROOF TO SLOPED ROOF TRANSITIONS AND VALLEYSPROVIDE PLYWOOD SHIMS AS REQUIRED FOR INSTALLATION OF SIMPSON STRONGTIE HARDWARE.

ALL SIMPSON STRONG TIE HARDWARE TO BE ZMAX OR HOT DIP GALVANIZED.

QUANTITIES FOR PRICING ONLYKEY NOTE

QUANTITY

12345678

750 LINEAL FT.

150 LINEAL FT.

440 LINEAL FT.

145 CLIPS TOTAL

350 LINEAL FT.

60 LINEAL FT.

610 LINEAL FT.

5

5

12

34 INSTALL SIMPSON STRONG TIE CS16 STRAPPING AS CHORD TO TOPOF PLYWOOD WITH 20 NAILS AT EACH END TO MANUFACTURER'SSPEC.

INSTALL SIMPSON STRONG TIE LS50 ANGLES @ 4'-0" o.c. PROVIDEBLOCKING AS REQUIRED. IF SITE ACCESS DOES NOT ALLOW FORINSTALLATION OF LS50 ANGLES, INSTALL SIMPSON STRONG TIE CS22STRAPPING @ 4'-0" o.c. AND PROVIDE DIMENSIONAL LUMBER FORBLOCKING AS REQ'D. SEE DETAIL 1/1.1

INSTALL SIMPSON STRONG TIE CS14 STRAPPING AS CHORD TO TOP OF PLYWOOD WITH 28 NAILS AT EACH END TO MANUFACTURER'S SPEC.

5

NOT USED

INSTALL 2 ROWS OF SIMPSON STRONG TIE CS14 STRAPPING AS CHORD TO TOP OF PLYWOODWITH 44 NAILS AT EACH END OF STRAP TO MANUFACTURER'S SPECIFICATIONS.PROVIDE BLOCKING AS REQUIRED.


ROOF PLANSheet Title

Project Name

Drawn By

Designed By

RJC Project Number

Sheet Number

S2.1 2Revision

JH

BE .

JANUARY 6, 2017Date

Scale

VAN.107371.0007




Seal




3.

2.

1.

Drawing Notes



604-738-0048604-738-1107

Engineersrjc.ca

telfax

ISSUED FOR CONSTRUCTION JAN 06/17 ASL

ISSUED FOR DEVELOPMENTPERMIT AND BUILDING PERMIT JAN 08/17 ASL

ISSUED FOR TENDER FEB 08/17 ASL

REVISION MAR 02/17 ASL1

REISSUED FOR TENDER OCT 05/17 ASL


2

2

2

2

2

ROOF PLAN - ALTERNATE1/8" = 1'-0"

KEY NOTES

FOR ROOF ASSEMBLY TYPE R21/2" PLY ON EXISTING FRAMING.0.127"%%C x 2" LG. NAILS @ 4" o.c. AT PANEL EDGESAND @ 12" x 12" o.c. THRU-OUT TO BE NAILED TO TOP OF EXISTING ROOFDECKING.

FOR ROOF ASSEMBLY TYPE R11/2" PLY ON EXISTING FRAMING.0.127"%%C x 2" LG. NAILS @ 4" o.c. AT PANEL EDGESAND @ 12" x 12" o.c. THRU-OUT TO BE NAILED TO TOP OF EXISTING ROOFCROSS STRAPPING. SUPPORT ALL EDGES WITH ADDITIONAL CROSSSTRAPPING. ENSURE EXISTING STRAPPING IS PROPERLY ATTACHED TOFRAMING BELOW.

ROOF ASSEMBLIES AND BUILDING ENVELOPE DETAILS BY OTHERS.SEE STANLEY PARK PAVILION RESTAURANT DRAWINGS AND DETAILS BY APEX.

ROOF PLAN IS INDICATIVE. PLYWOOD SHEATHING TO BE INSTALLED AT ALLLOCATIONS WHERE RE-ROOFING WORK IS BEING DONE.

ROOF NOTES

\A1;20"

5

2

2

2

22

2

2

2

2

2

2

2

2

2

2 5

2

4 5

\A1;14" TYP.

44

44

44 4 4

4 4

2

2

2

4

4

44

8

4 5 4

4

8

4

5

4

35

5 3

R1

R2

\A1;20"

2

2

2

5

5

55

5

5

54

4

\A1;94'-10"%%P \A1;9'-2"%%P

\A1;12'-10"%%P \A1;55'-0"%%P \A1;48'-2"%%P

\A1;3

6'-2"%

%P

\A1;13

'-4"%

%P\A

1;34'-

0"%%

P\A

1;26'-

5"%%

P\A1

;5'-2"%

%P

\A1;43

'-2"%

%P\A1

;49'10

"%%P

\A1;2

2'-0"%

%P

DIMENSIONS

ALL DIMENSIONS SHOWN ON THIS DRAWING ARE CONSIDERED APPROXIMATE. CONTRACTOR TO CONFIRM WHEN QUANTIFYING MATERIALS.

2

\A1;18'-3"%%P

\A1;26'-9"%%P

{NOTE}: REFER TO MANUFACTURER'S SPECIFICATIONS FOR LAP SPLICEREQUIREMENTS. AT CHANGE OF DIRECTION OF STAPPING, EXTEND STRAP

PAST INTERSECTION BY 20" MIN. TO EDGE OF OVERLAP.

ALIGN ALL CHORDS WITH TOP OF WALL.

FILL ALL NAIL HOLES IN END OF STRAPPING UNTIL QUANTITY LISTED ABOVE ISMET. PROVIDE BLOCKING AT EVERY OTHER RAFTER GAP AND HALF NAILS ATBLOCKED LOCATIONS. SEE DETAIL 1/1.1 FOR BLOCKING REQUIREMENTS.

AT LOCATIONS OF SLOPED ROOF TO SLOPED ROOF TRANSITIONS AND VALLEYSPROVIDE PLYWOOD SHIMS AS REQUIRED FOR INSTALLATION OF SIMPSON STRONGTIE HARDWARE.

ALL SIMPSON STRONG TIE HARDWARE TO BE ZMAX OR HOT DIP GALVANIZED.

678

PROVIDE BLOCKING AS PER DETAIL 1/1.1

BLOCK IN TOP OF WALL AS PER DETAIL 1A/1.1

INSTALL 12 GA. x 2 1/4" WIDE STRAPc/w 1 ROW OF NAILS @ 4" o.c. AT TOP OF PLYWOOD OVERLAY. PROVIDEBLOCKING AS PER DETAIL 1A/1.1 AT WALL LOCATIONS AND DETAIL 1/1.1ELSEWHERE.

QUANTITIES FOR PRICING ONLYKEY NOTE

QUANTITY

12345678

8

8

7

5

6

5

88 TYP.

6

8

8

\A1;

3'-3"

\A1;

3'-3"

12 INSTALL 2 ROWS OF SIMPSON STRONG TIE CS14 STRAPPING AS CHORD TO TOPOF PLYWOOD WITH 44 NAILS AT EACH END OF STRAP TO MANUFACTURER'SSPECIFICATIONS.PROVIDE BLOCKING AS REQUIRED SIMILAR TO DET. 1A/1.1.

34 INSTALL SIMPSON STRONG TIE CS16 STRAPPING AS CHORD TO TOPOF PLYWOOD WITH 20 NAILS AT EACH END TO MANUFACTURER'SSPEC.

INSTALL SIMPSON STRONG TIE LS50 ANGLES @ 4'-0" o.c. PROVIDEBLOCKING AS REQUIRED. IF SITE ACCESS DOES NOT ALLOW FORINSTALLATION OF LS50 ANGLES, INSTALL SIMPSON STRONG TIE CS22STRAPPING @ 4'-0" o.c. AND PROVIDE DIMENSIONAL LUMBER FORBLOCKING AS REQ'D. SEE DETAIL 1/1.1

INSTALL SIMPSON STRONG TIE CS14 STRAPPING AS CHORD TO TOP OF PLYWOOD WITH 28 NAILS AT EACH END TO MANUFACTURER'S SPEC.

5

NOT USED

OVER THIS EXTENT INSTALL KEY NOTES 5 AND 6. INSTALL ONE ROW OF BLOCKING EACH SIDE OF RIDGE.

OVER THIS EXTENT NAILDRAG STRUT TOBLOCKING WITH 1 ROW OFNAILS

OVER THIS EXTENTINSTALL KEY NOTE 2.

8

750 LINEAL FT.

150 LINEAL FT.

440 LINEAL FT.

145 CLIPS TOTAL

350 LINEAL FT.

60 LINEAL FT.

610 LINEAL FT.

OVER THIS EXTENTINSTALL KEY NOTES7 & 8.

OVER THIS EXTENTINSTALL KEY NOTES7 & 8.


ROOF PLANALTERNATE(SEPARATE PRICE)

Sheet Title

Project Name

Drawn By

Designed By

RJC Project Number

Sheet Number

S2.1A 1Revision

JH

BE .

JANUARY 6, 2017Date

Scale

VAN.107371.0007







3.

2.

1.

Drawing Notes



604-738-0048604-738-1107

Engineersrjc.ca

telfax
