S1.01

GENERAL NOTES

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

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ABBREVIATIONS:ALT - ALTERNATEA-ROD - ANCHOR RODBOT - BOTTOMBLDG - BUILDINGBM - BEAMBRG - BEARINGBSMT - BASEMENTBTWN - BETWEENCCJ - CRACK CONTROL JOINTCIP - CAST IN PLACECJ - CONSTRUCTION JOINTCLR - CLEARCL - CENTER LINECOL - COLUMNCONC - CONCRETECONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDN - DOWNDNW - DOUBLE NUT AND WASHERDP - DEEPDWG - DRAWINGDWL - DOWELEA - EACHEE - EACH ENDEF - EACH FACEEL - ELEVATIONEMBED - EMBEDMENTES - EACH SIDEEW - EACH WAYEXT - EXTERIORFL - FLOORFND - FOUNDATIONFTG - FOOTINGGALV - GALVANIZEDGL - GRID LINEHORIZ - HORIZONTALH1E - HOOK ONE ENDH2E - HOOK BOTH ENDSHD - HOLD DOWNHDG - HOT DIPPED GALVANIZEDLG - LONGLLH - LONG LEG HORIZONTALLLV - LONG LEG VERTICALLONG - LONGITUDINALMAX - MAXIMUMMIN - MINIMUMNIC - NOT IN CONTRACTNTS - NOT TO SCALEOC - ON CENTEROPP - OPPOSITEPL - PLATEPT - PRESSURE TREATEDREINF - REINFORCEMENTREQ'D - REQUIREDREV - REVISIONR/W - REINFORCE WITHSC - SHEAR COLLECTOR

SDF -STEP DOWN FOOTING(IN DIRECTION OF ARROW)

SIM - SIMILARSOG - SLAB ON GRADESS - STAINLESS STEELSST - SIMPSON STRONG TIEST - STRAPSTAGG - STAGGEREDSTD - STANDARDSTIFF - STIFFENERSTL - STEELT&B - TOP AND BOTTOMT&G - TONGUE AND GROOVET/O - TOP OFTRANS - TRANSVERSETYP - TYPICALU-BAR - "U" SHAPED BARU/N, UNO - UNLESS NOTED OTHERWISEU/S - UNDERSIDEVB - VAPOUR BARRIERVERT - VERTICALWSP-S - WSP STRUCTURAL

REINFORCING LAP SPLICESBAR SIZE VERTICAL LAP HORIZONTAL LAP HOOK LENGTH

10M 16" [430mm] 20" [500mm] 7" [180mm]15M 24" [600mm] 32" [800mm] 10" [250mm]20M 30" [750mm] 40" [1000mm] 12" [300mm]25M 48" [1200mm] 60" [1550mm] 16" [400mm]30M 57" [1450mm] 72" [1850mm] 24" [600mm]

HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS ANDHOOKED AT WALL INTERSECTIONS.ADD 2-15M CONT AT TOPS AND ENDS OF WALLS. UNLESS OTHERWISE NOTED, HOOKAND LAP LENGTHS AS FOLLOWS:

GENERAL

1. THIS IS A METRIC PROJECT. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS.

2. PROVIDE ALL MATERIAL AND LABOUR REQUIRED FOR COMPLETION OF THE WORK.

3. PRIOR TO CONSTRUCTION, REVIEW STRUCTURAL DRAWINGS IN CONJUNCTION WITH DRAWINGS PROVIDED BY

ALL OTHER CONSULTANTS, AND WITH EXISTING CONDITIONS.

4. REPORT DISCREPANCIES TO THE DEPARTMENTAL REPRESENTITIVE BEFORE PROCEEDING WITH THE WORK.

5. VERIFY EXISTING DIMENSIONS AND CONDITIONS ON SITE PRIOR TO CONSTRUCTION.

6. DO NOT SCALE THESE DRAWINGS.

7. DRAWINGS SHOW COMPLETED STRUCTURE ONLY. THEY DO NOT SHOW TEMPORARY WORKS FOR WHICH THE

CONTRACTOR IS RESPONSIBLE AND WHICH MAY BE REQUIRED FOR EXECUTION OF THE PROJECT. THE

CONTRACTOR TO ESTABLISH CONSTRUCTION PROCEDURE AND SEQUENCE TO ENSURE SAFETY OF THE WHOLE

STRUCTURE AND ALL ITS COMPONENTS DURING ERECTION.

8. MAKE ADEQUATE PROVISIONS FOR ALL LOADS ACTING ON THE STRUCTURE DURING ERECTION. PROVIDE

TEMPORARY SHORING AND BRACING TO KEEP THE STRUCTURE PLUMB AND IN TRUE ALIGNMENT DURING

CONSTRUCTION.

9. CONSTRUCTION LOADS ON COMPLETED STRUCTURE NOT TO EXCEED DESIGN LOADS INDICATED ON DRAWINGS.

FULL DESIGN LOADS MAY ONLY BE APPLIED AFTER THE CONCRETE REACHES ITS DESIGN STRENGTH

10. NOTIFY THE DEPARMENTAL REPRESENTITIVE 48 HOURS PRIOR TO CONCRETE POURS, BACKFILLING, AND

COVERING UP THE STRUCTURE WITH FINISHES. FOR FIELD REVIEWS TO ENSURE THE STRUCTURAL WORKS

DETAILED ON THESE DRAWINGS ARE COMPLETED IN GENERAL CONFORMANCE WITH THE CONTRACT

DOCUMENTS. THESE REVIEWS DO NOT REPLACE THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT AND

MAINTIAN A QUALITY CONTROL PROGRAM.

DESIGN CRITERIA

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2015 NATIONAL BUILDING CODE (NBC) SUPPLEMENTED BY

THE 2015 NATIONAL BUILDING CODE OF CANADA STRUCTURAL COMMENTARY.

2. ALL REFERENCED STANDARDS SHALL BE THE CURRENT EDITION OF THE EDITION REFERENCED BY THE

2015 NATIONAL BUILDING CODE.

3. THE VALUES FOR CLIMATIC DATA USED IN THE DETERMINATION OF DESIGN LOADS HAVE BEEN OBTAINED FROM

THE 2015 NBC FOR THE SPECIFIC LOCATION OF VICTORIA, BC

4. BASED ON THE USE AND OCCUPANCY, THE BUILDING IS DESIGNED TO THE REQUIREMENTS OF A POST

DISASTER IMPORTANCE CATEGORY.

5. THE BUILDING IS DESIGNED FOR A DEAD LOAD OF 1.0kPa ON THE ROOF AN ADDITIONAL 0.25kPa ABOVE THE

GARAGE ROOF FOR THE INSTALLATION OF SOLAR PANELS. THE SECOND FLOOR IS DESIGNED FOR A DEAD

LOADING OF 1.95kPa. THE GROUND FLOOR IS DESIGNED FOR A DEAD LOAD OF 1.0kPa. THE MEZZANINE IS

DESIGNED FOR A DEAD LOAD OF 1.0kPa.

6. THE GROUND FLOOR, STAIRWAY AND MEZZANINE IS DESIGNED FOR A LIVE LOAD OF 4.8kPa. THE UPPER FLOOR

IS DESIGNED FOR LIVE LOADING OF 2.4kPa.

7. SNOW: Ss = 2.1 kPa; Sr = 0.3 kPa; Is (ULS) = 1.25; Is (SLS) = 0.9

8. LATERAL LOADS IN THIS STRUCTURE ARE RESISTED BY SHEAR WALLS, AND ARE DETERMINED BASED ON THE

WIND AND SEISMIC DATA BELOW.

9. WIND: q50 = 0.63 kPa; Iw (ULS) = 1.25; Iw (SLS) = 0.75

TERRAIN TYPE: OPEN

INTERNAL PRESSURE CATEGORY: 2

10. SEISMIC

Sa (0.2) = 1.3 Rd = 3.0

Sa (0.5) = 1.16 Ro = 1.7

Sa(1.0) = 0.676 Ie = 1.5

Sa(2.0) = 0.399 SITE CLASSIFICATION = D

PGA = 0.58

SEISMIC FORCE RESISTING SYSTEM (SFRS): WOOD SHEAR WALLS

FOUNDATIONS

1. STRUCTURAL DESIGN IS BASED ON THE GEOTECHNICAL REPORT PREPARED BY WSP CANADA INC; REPORT

NUMBER 181-06235-00; DATED OCTOBER 16, 2018 REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL

FOUNDATION AND EARTHWORK INFORMATION.

2. SET FOUNDATIONS ON HORIZONTAL UNDISTURBED SOIL CAPABLE OF SUPPORTING BEARING PRESSURE OF 225

kPa AT ULS AND 150 kPa AT SLS.

3. UNLESS OTHERWISE NOTED, CENTRE FOOTINGS, PIERS, PILES, AND PILE CAPS UNDER CENTROID OF COLUMNS.

WHERE THERE ARE NO COLUMNS ABOVE, CENTRE UNDER WALLS OR GRADE BEAMS.

4. LOCATE ALL EXISTING UNDERGROUND SERVICES PRIOR TO EXCAVATION.

5. PROTECT FOOTINGS, PIERS, PILE TOPS, PILE CAPS, GRADE BEAMS, FOUNDATION WALLS, SLABS-ON-GRADE AND

ADJACENT SOIL AGAINST FREEZING AND FROST ACTION AT ALL TIMES DURING CONSTRUCTION. DO NOT POUR

CONCRETE AGAINST FROZEN EARTH.

6. DO NOT PLACE CONCRETE IN WATER OR ON FROZEN SOIL.

7. DO NOT BACKFILL AGAINST WALLS RETAINING EARTH UNTIL ELEMENTS PROVIDING LATERAL SUPPORT,

INCLUDING SLABS ON GRADE AND SUSPENDED LEVELS, ARE COMPLETED AND CONCRETE HAS REACHED 75%

OF ITS DESIGN STRENGTH.

8. FOR ELEMENTS THAT ARE TO BE BACKFILLED ON BOTH SIDES, PLACE BACKFILL SIMULTANEOUSLY ON BOTH

SIDES SUCH THAT HEIGHTS DO NOT VARY BY MORE THAN 600 (2') FROM ONE SIDE TO THE OTHER.

CONCRETE

1. CONFORM TO CSA A23.1 “CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION”.

2. CONCRETE IS SPECIFIED PER ALTERNATIVE 1 - PERFORMANCE SPECIFICATION, AS OUTLINED IN CAN/CSA A23.1.

THE CONTRACTOR AND THE CONCRETE SUPPLIER TO MEET ALL CERTIFICATION, DOCUMENTATION, AND

QUALITY CONTROL REQUIREMENTS.

3. CONCRETE TO BE NORMAL DENSITY (MIN. 2300 kg/m3) UNLESS NOTED OTHERWISE.

4. CEMENT TO BE PORTLAND CEMENT TYPE GU, UNLESS NOTED OTHERWISE OR REQUIRED BY EXPOSURE CLASS.

CEMENT TO CONFORM TO CSA A3000.

5. AGGREGATE TO CONFORM TO CSA A23.1 / A23.2. DO NOT USE RECYCLED CONCRETE AS AGGREGATE.

6. CONCRETE ADMIXTURES SHALL NOT CONTAIN CHLORIDES.

7. SUBMIT CONCRETE MIX DESIGNS TO DEPARTMENTAL REPRESENTATIVE FOR REVIEW BEFORE START OF WORK.

8. INTERIOR APPLICATIONS (INTERIOR SLAB ON GRADE AND CONCRETE TOPPING):

- EXPOSURE CLASS: N

- MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 25 MPa.

- NOMINAL SIZE OF COARSE AGGREGATE: 20 (3/4”)

9. PERIMETER AND EXTERIOR FOUNDATION WALLS AND FOOTINGS:

- EXPOSURE CLASS: F2

- MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 30 MPa

- NOMINAL SIZE OF COARSE AGGREGATE: 20 (3/4”)

10. ALL OTHER EXTERIOR APPLICATIONS AND GARAGE SLAB ON GRADE:

- EXPOSURE CLASS: C1

- MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 35 MPa

- NOMINAL SIZE OF COARSE AGGREGATE: 20 (3/4”)

11. PROTECT CONCRETE FROM EXCESSIVE HEAT AND DRYING. USE HOT WEATHER CONCRETING METHODS IN

ACCORDANCE WITH CAN/CSA-A23.1 WHENEVER THE OUTDOOR TEMPERATURE IS GREATER THAN 27°C.

12. PROTECT CONCRETE FROM FREEZING. USE COLD WEATHER CONCRETING METHODS IN ACCORDANCE WITH

CAN/CSA-A23.1 WHENEVER OUTDOOR TEMPERATURE IS LESS THAN +5°C. ALL INSULATED COVERS, HEATERS,

AND OTHER MATERIALS NEEDED TO PROTECT CONCRETE TO BE ON HAND PRIOR TO POUR. DELIVER CONCRETE

AT A TEMPERATURE BETWEEN +15°C AND +27°C. ENSURE A MINIMUM CONCRETE TEMPERATURE OF 10° IS

MAINTAINED THROUGHOUT THE CURING PERIOD (MINIMUM 3 DAYS).

13. FORMWORK DESIGN, MATERIAL, FABRICATION, AND ERECTION TO CONFORM TO CSA S269.1

14. FORMWORK MATERIAL TO BE NEW EXTERIOR PLYWOOD CONFORMING TO CSA O121, EXCEPT FOR ROUGH

CONCRETE IN UNEXPOSED LOCATIONS (SUCH AS FOUNDATIONS) WHERE USED MATERIAL IS ACCEPTABLE.

CONCRETE REINFORCEMENT

1. CONFORM TO CSA A23.1 “CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION”.

2. REINFORCEMENT - DEFORMED BAR REINFORCEMENT CONFORMING TO CSA G30.18 GRADE 400R OR 400W.

3. ACCESSORIES, BAR SUPPORTS, AND TIES TO CONFORM TO REINFORCING STEEL INSTITUTE OF CANADA (RSIC)

MANUAL OF STANDARD PRACTICE AND CSA A23.1 / A23.2.

4. ALL REBAR HOOKS TO BE STANDARD LENGTH 90° OR 180° HOOKS. REBAR LENGTHS LISTED ON DRAWINGS DO

NOT INCLUDE THE HOOK LENGTH.

5. FIELD BENDING OF BARS IS NOT PERMITTED UNLESS INDICATED OR APPROVED BY DEPARTMENTAL

REPRESENTIVE. APPROVED FIELD BENDING TO BE DONE WITHOUT THE USE OF HEAT, THROUGH APPLICATION

OF SLOW AND STEADY PRESSURE. REPLACE BARS WITH CRACKS OR SPLITS.

6. ALL REINFORCING TO BE CLEAN, FREE OF LOOSE SCALE, OIL, DIRT, RUST, AND ANY OTHER FOREIGN COATING

THAT AFFECT BONDING CAPACITY.

7. ALL REBAR LAP SPLICES TO BE COMPLETED AS PER THE REINFORCING LAP SPLICES TABLE ON SHEET S1.01.

8. WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, MINIMUM CONCRETE COVER TO

REINFORCING BARS CLOSEST TO THE CONCRETE SURFACE TO BE 75 (3”).

9. FOR CLASS N CONCRETE, MINIMUM CONCRETE COVER TO REINFORCING BARS CLOSEST TO THE CONCRETE

SURFACE TO BE 40 (1½”) FOR BEAMS AND COLUMNS AND 25 (1”) FOR SLABS AND WALLS.

10. FOR CLASS C-1 CONCRETE, MINIMUM COVER TO BE 60 (2 1/2”) EXCEPT FOR SLABS PROTECTED BY MEMBRANE

WHERE THE COVER SHALL BE 40 (1 1/2”) TO THE TOP BARS AND 30 (1 1/4") TO THE BOTTOM BARS.

11. FOR CLASS F-1 AND F-2 CONCRETE, MINIMUM COVER TO BE 40 (1 1/2”).

12. INCREASE COVER WHERE REQUIRED TO MAINTAIN MINIMUM RATIO OF COVER TO NOMINAL BAR DIAMETER OF 1

FOR CLASS N, 1.5 FOR CLASSES F1 AND C1 (FOR MEMBRANE PROTECTED SLABS ONLY) , AND 2 FOR CLASS C1

(ALL OTHER STRUCTURES).

13. ENSURE COVER TO REINFORCEMENT IS MAINTAINED DURING CONCRETE POUR.

STRUCTURAL STEEL

1. CONFORM TO CSA S16 “LIMIT STATES DESIGN OF STEEL STRUCTURES”.

2. FABRICATOR TO BE CERTIFIED BY THE CANADIAN WELDING BUREAU UNDER REQUIREMENTS OF CSA W47.1,

DIVISION 1 OR 2, AND/OR CSA W55.3.

3. WELDERS TO BE CWB CERTIFIED. WELDING TO BE IN ACCORDANCE WITH CSA W59.

4. MATERIALS (TO CSA G40.21 UNLESS NOTED OTHERWISE):

- WIDE FLANGE SECTIONS AND CHANNELS: GRADE 350W

- PLATES, BARS AND ANGLES: GRADE 300W

- HOLLOW STRUCTURAL SECTIONS (HSS): 350W CLASS “C” OR ASTM A1085 GRADE 50 (345 MPa)

- BOLTS, NUTS AND WASHERS: ASTM F3125, GRADE A325

- ANCHOR RODS: ASTM F1554 GRADE 36

- SHOP PAINT: CISC/CPMA 1-73A

- SHOP PRIMER PAINT: CISC/CPMA 2-75

- HOT DIP GALVANIZING: ASTM A123/A123M

5. DO NOT CUT HOLES OR OTHERWISE MODIFY STRUCTURAL MEMBERS ON SITE.

6. DO NOT OVERSIZE ANCHOR ROD HOLES FOR SITE TOLERANCES. USE HOLE SIZES SUGGESTED IN THE CISC

“HANDBOOK OF STEEL CONSTRUCTION”.

7. PROTECT COMBUSTIBLE MATERIALS AND FINISHES DURING WELDING OPERATIONS.

8. ALL STEEL LOCATED OUTSIDE THE BUILDING ENVELOPE'S VAPOUR BARRIER TO BE HOT DIPPED GALVANIZED.

9. PROVIDE VENT HOLES IN HSS SECTIONS WHERE REQUIRED FOR GALVANIZING PROCESS. MAXIMUM SIZE 16 (5/8”)

DIAMETER.

10. SHOP DRAWINGS FOR STRUCTURAL STEEL, STEEL CONNECTIONS, AND STEEL JOISTS TO BE SIGNED AND

SEALED BY A PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN, RETAINED BY THE CONTRACTOR

AND REGISTERED IN THE PLACE THE PROJECT IS LOCATED.

11. CONNECT BEAMS FOR THE FORCES SHOWN ON DRAWINGS USING THE CISC “HANDBOOK OF STEEL

CONSTRUCTION”. IF NO FORCE IS INDICATED, CONNECT NON-COMPOSITE BEAMS FOR THE REACTION DUE TO

MAXIMUM UNIFORMLY DISTRIBUTED LOAD CAPACITY OF THE BEAM IN BENDING, AND CONNECT COMPOSITE

BEAMS FOR ONE AND A HALF TIMES THE REACTION DUE TO MAXIMUM UNIFORMLY DISTRIBUTED LOAD CAPACITY

OF THE NON COMPOSITE SECTION IN BENDING.

12. WHERE SLOTTED CONNECTIONS ARE SHOWN ON STRUCTURAL DRAWINGS, FINGER TIGHTEN BOLTS TO A SNUG

FIT AND BURR THREADS TO PREVENT NUTS FROM WORKING LOOSE.

13. PREMIXED GROUT: NON-SHRINK, MINIMUM STRENGTH 40 MPa AT 28 DAYS.

14. INSTALL GROUT UNDER BASE PLATES AS SOON AS STEEL WORK IS COMPLETE, IN ACCORDANCE WITH

MANUFACTURER'S DIRECTIONS. PROVIDE 100% CONTACT OVER GROUTED AREA. DO NOT APPLY ANY LOADS TO

THE STEELWORK BEFORE GROUT ACHIEVES SUFFICIENT STRENGTH.

STRUCTURAL WOOD

1. CONFORM TO CSA O86 “ENGINEERING DESIGN IN WOOD”.

2. MATERIALS:

- LUMBER: TO CSA 141; KILN DRIED; SPF NO. 2 OR BETTER; MOISTURE CONTENT MAX 19% UNLESS NOTED

OTHERWISE ON DRAWINGS

- PLYWOOD SHEATHING: TO CSA O121 DOUGLAS FIR

- LAMINATED VENEER LUMBER (LVL): MINIMUM GRADE 2.0E, 3100Fb OR BETTER

- NAILS: COMMON ROUND STEEL WIRE NAILS

- WOOD BOLTS: ASTM A307

- LAG SCREWS: ANSI/ASME B18.12.1 MACHINE THREADED

3. UNLESS NOTED OTHERWISE, ALL WOOD FRAMING DETAILS TO BE IN ACCORDANCE WITH PART 9 OF THE

REFERENCED BUILDING CODE.

4. PROTECT ALL WOOD PRODUCTS FROM THE ELEMENTS AS REQUIRED TO MAINTAIN THEIR INTEGRITY.

5. PROVIDE ALL ERECTION BRACING REQUIRED TO KEEP THE STRUCTURE STABLE AND IN ALIGNMENT DURING

CONSTRUCTION.

6. SUBSTITUTION OF COMMON NAILS WITH POWER DRIVEN NAILS OF THE SAME LENGTH AND DIAMETER IS

ACCEPTABLE. SUBSTITUTION OF POWER DRIVEN NAILS OF SMALLER DIAMETER MUST BE APPROVED IN WRITING

BY THE DEPARTMENTAL REPRESENTATIVE PRIOR TO USE. POWER DRIVEN NAILS NOT TO BE OVER-DRIVEN INTO

WOOD OR SHEATHING.

7. ALL COMPONENTS OF BUILT UP MEMBERS TO BE CONTINUOUS FOR FULL SPAN. DO NOT SPLICE OR USE BUTT

JOINTS.

8. WHERE STUDS ARE PLACED TOGETHER TO FORM BUILT-UP COLUMNS WITHIN A WALL (FASTENED TO

SHEATHING AT MINIMUM 300 (12”) CENTRES), BUILT UP COLUMNS MAY BE FASTENED WITH COMMON NAILS. NAIL

INDIVIDUAL STUDS TOGETHER WITH ROWS OF 3.25Ø (0.13”Ø) NAILS SPACED AT 225 (9”) CENTRES, END NAILS

LOCATED 75 (3”) FROM BOTH ENDS, AS FOLLOWS:

- 38x89 (2x4): STAGGER NAILS 25 (1”) FROM ALTERNATE STUD EDGES

- 38x140 (2x6) AND 38x184 (2x8): PROVIDE TWO ROWS OF NAILS 50 (2”) FROM STUD EDGES

- ALTERNATIVELY, BUILT-UP COLUMNS MAY BE FASTENED WITH 5.6Ø (0.22”Ø) SDW SCREWS BY SIMPSON

STRONG-TIE, ARRANGED AS ABOVE. LENGTH OF SCREW TO PENETRATE OUTER PLY MINIMUM 20 (3/4”).

9. WHERE LVL / SAWN LUMBER MEMBERS ARE PLACED TOGETHER TO FORM BUILT-UP DROPPED BEAMS OR

LIGHTLY LOADED FLUSH BEAMS, BEAMS MAY BE FASTENED WITH COMMON NAILS. NAIL INDIVIDUAL PLIES

TOGETHER WITH 3.25Ø (0.13”Ø) NAILS SPACED @300 ALONG LENGTH OF BEAM AND 150 (6”) FROM EACH END,

WITH ROWS CENTRED ON BEAM DEPTH, AS FOLLOWS UNLESS ALTERNATIVE CONNECTION IS SPECIFIED BY

SUPPLIER:

- 89 TO 185 (3-1/2” TO 7-1/4”) DEEP: 2 ROWS @50 (2”)

- 235 TO 300 (9-1/4” TO 11-3/4”) DEEP: 3 ROWS @50 (2”)

- 300 TO 400 (11-3/4” TO 15-3/4”) DEEP: 4 ROWS @50 (2”)

- 400 TO 500 (15-3/4” TO 19-3/4”) DEEP: 4 ROWS @75 (3”)

- ALTERNATIVELY, BUILT-UP BEAMS MAY BE FASTENED WITH 5.6Ø (0.22”Ø) SDW SCREWS BY SIMPSON

STRONG TIE, ARRANGED AS ABOVE. LENGTH OF SCREW TO PENETRATE OUTER PLY MINIMUM 20 (3/4”).

10. CARRY ALL POSTS DOWN TO FOUNDATION. PROVIDE SOLID VERTICAL BLOCKING OF MATCHING SIZE OR LARGER

AND IN LINE WITH POSTS AT FLOOR LEVELS TO ACT AS SQUASH BLOCKS IN THE FLOOR SYSTEM.

11. USE JOISTS HANGERS WHERE JOISTS FRAME INTO SIDES OF SUPPORTS.

12. FOR ENGINEERED FLOOR SYSTEMS, ALL RIM BOARD AND BLOCKING MATERIAL TO BE LSL/LVL, MINIMUM

THICKNESS 44 (1-3/4”) UNLESS NOTED OTHERWISE ON DRAWINGS.

13. UNTREATED WOOD NOT TO BE IN DIRECT CONTACT WITH CONCRETE, PROVIDE FOAM GASKET BETWEEN WOOD

AND CONCRETE, OR USE PRESSURE TREATED WOOD. REFER TO PLANS FOR ADDITIONAL REQUIREMENTS.

14. PREFABRICATED WOOD JOISTS: DESIGN TO THE REFERENCE BUILDING CODE FOR LOADS AND MAXIMUM

DEFLECTIONS GIVEN IN CSA 086. DESIGN TO CONTROL VIBRATION PER CSA O86. SHOP DRAWINGS TO INCLUDE

ENGINEERED DESIGNS, MATERIAL GRADES, LAYOUT DRAWINGS, BRACING DETAILS, BEARING DETAILS,

ANCHORAGE DETAILS AND CONNECTION DETAILS BETWEEN JOISTS AND TO THEIR SUPPORTS. SHOP DRAWINGS

(INCLUDING LAYOUTS) TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROVINCE

OF BRITISH COLUMIA, PRIOR TO FABRICATION. SUPPLIER SHALL PROVIDED A SCHEDULE S-B & S-C TO THE

ENGINEER OF RECORD IF REQUESTED.

15. PREFABRICATED WOOD TRUSSES: TO COMPLY WITH THE TRUSS PLATE INSTITUTE OF CANADA (TPIC) DESIGN

SPECIFICATIONS. FABRICATOR TO BE A MEMBER OF THE CANADIAN WOOD TRUSS ASSOCIATION. DESIGN TO

THE REFERENCE BUILDING CODE FOR LOADS AND MAXIMUM DEFLECTIONS GIVEN ON DRAWINGS. SHOP

DRAWINGS TO INCLUDE ENGINEERED DESIGNS, MATERIAL GRADES, LAYOUT DRAWINGS, BEARING DETAILS,

ANCHORAGE DETAILS AND CONNECTION DETAILS BETWEEN TRUSSES, AND TEMPORARY AND PERMANENT

BRACING AND BRIDGING DETAILS AFFECTING THE STRUCTURAL CAPACITY OF THE TRUSSES. DESIGN TRUSSES

TO SUPPORT ALL OVERBUILD FRAMING REQUIRED FOR ROOF GEOMETRY, DO NOT INTERRUPT ROOF

SHEATHING TO ACCOMMODATE OVERBUILD FRAMING. VAULTED TRUSSES NOT TO RELY ON SUPPORTING

STRUCTURE TO RESIST HORIZONTAL SPREADING OF TRUSS. SHOP DRAWINGS (INCLUDING LAYOUTS) TO BE

SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROVINCE OF BRITISH COLUMBIA, PRIOR

TO FABRICATION. SUPPLIER SHALL PROVIDED A SCHEDULE S-B & S-C TO THE ENGINEER OF RECORD IF

REQUESTED.

- LAMINATED STRAND LUMBER (LSL): MINIMUM GRADE 1.55E

- PARALLEL STRAND LUMBER (PSL): MINIMUM GRADE 2.0E

UP

1 2 3 4 5 6 7 8

A

B

C

D

E

27973

5207 3793 487 3745 3939 3334 7468

1263

2

610

5691

1250

5691

SCALE:

1

S2.01 1:50

FOUNDATION PLAN

300x300 PIER R/W6-15M VERTS C/W10M TIES @ 100 OC

4S5.01

TYP

5S5.01

TYP

HOLDOWN LOCATION,SEE MAIN FLOOR PLAN

300 WIDE CONCRETEWALL ON 600x250DPSTRIP FOOTING, TYP UNO

2240150

1060

245

2335

4521427

977

220

87162370

800x800x250DP PADFTG R/W 4-15M EW

400Ø CONC PIER R/W8-15M VERTS C/W10M TIES @ 100 OC

125DP SLAB ON GRADE R/W15M @ 400 OC EW @

MID-DEPTH ON COMPACTEDGRANULAR FILL

230

600x600x250DPPAD FTG R/W4-15M EW

150DP SLAB ON GRADE R/W15M @ 300 OC EW @ MID-DEPTHON COMPACTED GRANULAR FILL

PROVIDE L102x102x6C/W 2-19Ø ANCHORSTO CONNECTSTRINGERS TO SOG

1185815

1400

HSS152x15

2x4.8

HSS152x152x4.8

BASE PL10x275x275 ONNON-SHRINK GROUTC/W 4-16Ø ANCHORBOLTS (EMBED 200)

80

2635

4310

150DP SLAB ON GRADE R/W15M @ 300 OC EW @ MID-DEPTHON 150 MIN COMPACTEDGRANULAR FILL

7S5.01

1915

1945

600x600x250DPPAD FTG R/W4-15M EW

950x950x300DP PADFTG R/W 5-15M EW

NEW GENERATOR ANDFUEL TANK SIZE, WIDTHAND ACHORAGE TO BECONFIRMED PRIOR TOPOURING SLAB ON GRADE

150DP SLAB ON GRADE R/W15M @ 400 OC EW @ MID-DEPTHON VAPOUR BARRIER ON 150 MIN

COMPACTED GRANULAR FILL

CRACK CONTROLJOINT, SEEDETAIL 8/S5.01

CRACK CONTROLJOINT, SEEDETAIL 8/S5.01

220

S2.01

FOUNDATION PLAN

SCALE IN MILLIMETRES1000

0 1000 2000 3000SCALE 1:50

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

--

DJ

GM

--

--

2017567

11

4

DM5XXXXXX

2

ELECTRICAL MEZZANINE

UP

UP

124 126b

101 102 103 104

105

106

107

108

109

110

111

112

114113 115

STORAGE MEZZANINE

1 2 3 4 5 6 7 8

A

B

C

D

E

27973

5207 3793 487 3745 3939 3334 7468

1263

2

610

5691

1250

5691

SCALE:

1

S2.02 1:50

MAIN FLOOR PLAN WITH SECOND FLOOR FRAMING

4/6

2/6

4/6

2/6

3/63/6

4/63/6

3/6 3/63/8

2/4 2/6

2/6

3/6

302DPPRE-ENGINEEREDFLOOR JOISTS, TYP

2/62/6

SC = SINGLE CRIPPLEDC = DOUBLE CRIPPLE

STUD WALLS

A = NO. OF PLYS IN BUILT-UP COLA/B

TC = TRIPLE CRIPPLE

A/B XX

WOOD BEAM (B1F = FLUSH WOODBEAM BY FABRICATOR)

SW

FLOOR JOISTS, DESIGNED BY SUPPLIER

SHEAR WALLS, SEE SHEDULE

WOOD FRAMING LEGEND

HOLD DOWN, SEE SCHEDULEHD1

B = NOMINAL STUD DEPTH (6 = 2x6)A = NO. OF KING STUDS

XX = NO. OF CRIPPLES:B = NOMINAL STUD DEPTH (6 = 2x6)

SHEAR COLLECTOR

SHEAR COLLECTOR STRAP

SC

ST(REFER TO 6/S5.02 DETAILED CONNECTION, TYP UNO)

(HANGERS BY FABRICATOR)

SEE S1.01 FOR DESIGN CRITERIA

HD

HD

HD

HD

HD

HD

HDHD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

SW1

SW2

SW3

SWB

SWC

SW3

SW2

SW1

SW7

SW7

SW8

SWA

WAL

L STU

DS -

89x1

84 LS

L 1.5E

@ 20

3 OC

38x140 STUDS @406 OC, TYP UNO

38x89 STUDS@ 406 OC

38x89 STUDS@ 406 OC

38x89 STUDS@ 406 OC

HD HD

HD HD

7 87468

STAIRLANDING

SCALE:

2

S2.02 1:50

FRAMING AT STAIR LANDING AND STORAGE MEZZANINE

3/6

ST (9kN±)OR SST MSTA30

ST (10kN±)OR SST MSTA30

SC - LVL 89x302

SC - LVL 89x302

SC -

LVL 8

9x30

2

SC -

LVL 4

4x30

2

ST (2

7kN±

)OR

SST

MST

60

ST (35kN±) ORSST MST72, TYP

ST (1

0kN±

)OR

SST

MST

A30

ST (23kN±)OR SST MST48 ATPLYWOOD JOINT,SEE 5/S5.02

PLYWOOD SHEATHING,CENTER PLYWOODOVER SOLID BLOCKING

ST (15kN±)OR SST MST37

HSS152x152x6.4

B1F

2/6

2/6

B1F

B1F

2/4

2/4

B1F

2/4

B1F

2/42/4 2/4B1F B1F

2/4 2/4

B1F B1F

2/6

2/6

B1F

B1F

2/6

2/6

B1F

2/6

B1F

2/6

B1F

2/6

2/6B1F

2/6

2/6

2/6

B1F

WAL

L STU

DS -

89x1

84 LS

L 1.5E

@ 30

5 OC

38x1

84 LS

L 1.5E

@ 30

5 OC

3/8

SC - LVL 44x302

SC - LVL 44x302

3-44x286 LVL 3100Fb-2.0E (FLUSH)

A

3/6

WALL STUDS - 38x184 & 89x184 LSL 1.5E @ 406 OC

HD HD

HD HD

HD

HD

HDHD

2/42/4

3S4.01

38x234 @406 OC

SWE

3/6

C230x22, TYP C310x31STRINGERS

STEEL GRATINGW/ BUILT-UP CONCPAVERS(BY FABRICATOR)

LINE OF DECKABOVE

L76x76x5 BRACING(BY FABRICATOR)

GUARDRAIL MIN 1070ABOVE PAVERS(BY FABRICATOR)

ALL EXTERIOR WEATHEREXPOSED STRUCTURALSTEEL TO BE HOT DIPPEDGALVANIZED, TYP

STEEL GRATING STAIRTREADS (BY FABRICATOR)

CONNECT CHANNEL TORIMBOARD W/ 1-ROW OF16Ø BOLTS @ 400 OC C/WVERT SLOTS

HSS102x102x5 ABOVE

950x950 SPACE FORMECH, REINF OPENINGAS PER DETAIL 6/S5.01(LOCATE AS PER MECH)

300Ø TIMBERCOLUMN

44x241 LVL ESOF COLUMN

2.48k

Pa

4.54k

Pa

2670FOR OPENING LINTEL

AND FRAMING SEESCHEDULE, TYP

2/6

B1F

ST (21kN±)OR SST MST48

38x89 STUDS@ 406 OC

SOLID BLOCKING(BY FABRICATOR)

3/4

3/4 B1F 3/6

2/62-38x184

1S4.01

LINE OF SECOND FLOORMEZZANINE ABOVE

3-44x286 LVL 3100Fb-2.0E (FLUSH)

B1F89x89POST

PROVIDE SST HU9HANGER OR APPROVEDALTERNATIVE (Vf=12kN)

12S5.02

184x184 POST

HANGERS BYFABRICATOR

38DP CONCRETE TOPPINGR/W WELDED WIRE MESH152x152xMW25.8ON 19 T&G PLYWOODSHEATHING, REFER TODIAPHRAGM NAILING ONS5.01, TYP

19 T&G PLYWOODSHEATHING, REFERTO DIAPHRAGMNAILING ON S5.01, TYP

302DP PRE-ENGINEEREDFLOOR JOISTS, TYP

302DP PRE-ENGINEEREDFLOOR JOISTS, TYP

19 T&G PLYWOODSHEATHING, REFERTO DIAPHRAGMNAILING ON S5.01, TYP

38x89 STUDS@ 406 OC

INTERIOR PARTITIONWALL, SEE ARCH

1S5.02

TYP 3S5.02 TYP

4S5.02

TYP

2S4.01

950x950 SPACE FORMECH, REINF OPENINGAS PER DETAIL 6/S5.01(LOCATE AS PER MECH)

S2.02

SECOND FLOOR FRAMING

MAIN FLOOR PLAN WITH

SCALE IN MILLIMETRES1000

0 1000 2000 3000SCALE 1:50

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

--

DJ

GM

--

--

2017567

11

4

DM5XXXXXX

LEVEL 1 WOOD SHEAR WALL SCHEDULE (REFER TO DETAILS ON SHEET S5.01)

MARK SHEATHINGNAIL SPACING

BOTTOM PLATE CONNECTION HOLDOWNS HOLDOWN STUDS(MIN) SHEAR CONNECTION AT FLOOR

EDGE INTERIOR

SW1 2 SIDES 125 300 14.5kN/m OR 15Ø L-ANCHORBOLTS @ 400 OC (EMBED 150)

CONT ROD - 85kN OR SST ATS-SR7 (GL A- TO C)45kN OR HDU8 (GL C+ TO D-)

2-PLY D.FIR ES3-PLY D.FIR

14.5kN/m OR HGA10 @ 400 OC

SW2 2 SIDES 100 300 16kN/m OR 15Ø L-ANCHORBOLTS @ 400 OC (EMBED 150)

CONT ROD - 85kN OR SST ATS-SR7 (ENDS)50kN OR HDU8 (MIDDLE)

2-PLY D.FIR ES3-PLY D.FIR

16kN/m OR HGA10 @ 300 OC

SW3 2 SIDES 125 300 12kN/m OR 15Ø L-ANCHORBOLTS @ 400 OC (EMBED 150) CONT ROD - 70kN OR SST ATS-SR7 2-PLY D.FIR ES 12kN/m OR HGA10 @ 400 OC

SW7 2 SIDES 125 300 12.5kN/m OR 15Ø L-ANCHORBOLTS @ 600 OC (EMBED 150)

CONT ROD - 90kN OR SST ATS-SR8 (GL C TO D)35kN OR HDU8 (GL A TO B)

2-PLY D.FIR ES3-PLY D.FIR

12.5kN/m OR HGA10 @ 400 OC

SW8 SEE LEVEL 2 SHEAR WALL SCHEDULE

SWA 2 SIDES SEEELEV 300 20kN/m OR 15Ø L-ANCHOR

BOLTS @ 400 OC (EMBED 150) SEE ELEVATION SEE ELEV SEE ELEVATION

SWB 2 SIDES 100 300 16kN/m OR 15Ø L-ANCHORBOLTS @ 400 OC (EMBED 150) 45kN OR HDU8 (ENDS ONLY) 3-PLY D.FIR 16kN/m OR HGA10 @ 300 OC

SWC 2 SIDES 100 300 16kN/m OR 15Ø L-ANCHORBOLTS @ 600 OC (EMBED 150) 45kN OR HDU8 (ENDS ONLY) 3-PLY D.FIR 16kN/m OR HGA10 @ 400 OC

SWE 2 SIDES 75 300 20kN/m OR 15Ø L-ANCHORBOLTS @ 400 OC (EMBED 150) CONT ROD - 95kN OR SST ATS-SR8 2-PLY D.FIR ES 20kN/m OR HGA10 @ 300 OC

ALL PLYWOOD TO BE 12.5mm D.FIR , ALL SHEARWALL NAILS TO BE 3.33"Øx64 LG, PROVIDE BLOCKING AT ALL PLYWOOD PANEL EDGES

3

200 201 202 203 204 205 206 207

210

211212

213214

216

217

218

219

220

1 2 3 4 5 6 7 8

A

B

C

D

E

27973

5207 3793 487 3745 3939 3334 7468

1263

2

610

5691

1250

5691

SCALE:

1

S2.03 1:50

SECOND FLOOR PLAN WITH ROOF FRAMING

3/63/6

4/6

4/63/6

3/6

3/6 3/8

3/6

3/8

GIRDER TRUSSDIAPHRAGM SHEARTRANSFER TOSHEAR WALL = 35kN±(BY FABRICATOR)

PRE-ENGINEEREDROOF TRUSSES

406DP PRE-ENGINEEREDROOF JOISTS @ 406 OC

302DP PRE-ENGINEEREDROOF JOISTS @ 406 OC

MONO

SLO

PE

MONO

SLO

PE

SLOP

ESL

OPE

SC = SINGLE CRIPPLEDC = DOUBLE CRIPPLE

STUD WALLS

A = NO. OF PLYS IN BUILT-UP COL

A/B

TC = TRIPLE CRIPPLE

A/B XX

WOOD BEAM (B1F = FLUSH WOODBEAM BY FABRICATOR)

SW

ROOF JOISTS, DESIGNED BY SUPPLIER

SHEAR WALLS, SEE SHEDULE

WOOD FRAMING LEGEND

HOLD DOWN, SEE SCHEDULEHD1

B = NOMINAL STUD DEPTH (6 = 2x6)A = NO. OF KING STUDS

XX = NO. OF CRIPPLES:B = NOMINAL STUD DEPTH (6 = 2x6)

SHEAR COLLECTOR

SHEAR COLLECTOR STRAP

SC

ST(REFER TO 6/S5.02 DETAILED CONNECTION, TYP UNO)

(HANGERS BY FABRICATOR)

SEE S1.01 FOR DESIGN CRITERIA

SWA.1 SWA.1

SW1

SW2

SW3

SWE

SWB

SWC

SW3

SW7

SW8

SWA

38x140 STUDS @406 OC, TYP UNO

38x89 STUDS@ 406 OC

HD HD

HD

HDHD

HD

HD

HD

HDHD

HD

HD

HD

HD

HD

HD

HD

2/62/6

B1F

2-38x140 CONNECT W/LU26-2L OR 2kN±, TYP

1-38x140OUTRIGGERES OF LVL, TYP

ROOFJOIST, TYP

1-38x140 OUTRIGGERES OF JOIST, TYP

1-38x140 OUTRIGGERES OF JOIST ASREQ'D, TYP

2S5.04

TYP

3S5.04

4S5.04

5S5.04

6S5.04

6S5.04

ST (3

5kN±

)OR

SST

MST

72OR

2-MS

T37

5S5.04

TRUSS ABOVE SHEARWALLDIAPHRAGM SHEARTRANSFER TO SHEARWALL = 56kN±(BY FABRICATOR)

38x184 STUDS@ 406 OC,UPPER LEVEL

3-PLY 44x2353100Fb-2.0E LVL

8S5.04

600x600 SPACEBTWN TRUSSESAT MECH HEATPUMP (LOCATEAS PER MECH)

HRV SUSPENDED FROMJOISTS @ 4 CORNERSWEIGHT=1000lbs(LOCATE AS PER MECH)

16 PLYWOOD SHEATHING,REFER TO DIAPHRAGMNAILING ON S5.01, TYP

HDHD

NEW SOLARPANEL ON ROOF,SEE ELECTRICAL

1S4.01

950x950 SPACE FORMECH, SEE DETAIL6/S5.01 (LOCATE ASPER MECH)

950x950 SPACE FORMECH, REINF OPENINGAS PER DETAIL 6/S5.01(LOCATE AS PER MECH)

600x600 SPACEBTWN TRUSSESAT MECH HEATPUMP (LOCATEAS PER MECH)

LVL BEAM BYFABRICATOR, TYP

BF1

BF1

9S5.04

9S5.04

BF1

BF1

1S5.04 TYP

1S5.02 TYP

SIM

GARAGE WALLSAS PER S2.02

38x89 STUDS@ 406 OC

S2.03

ROOF FRAMING

SECOND FLOOR PLAN WITH

SCALE IN MILLIMETRES1000

0 1000 2000 3000SCALE 1:50

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

--

DJ

GM

--

--

2017567

11

4

DM5XXXXXX

4

LEVEL 2 WOOD SHEAR WALL SCHEDULE (REFER TO DETAILS ON SHEET S5.01)

MARK SHEATHINGNAIL SPACING

BOTTOM PLATE CONNECTION HOLDOWNSHOLDOWN

STUDS (MIN) SHEAR CONNECTION AT ROOFEDGE INTERIOR

SW1 1 SIDE 75 300 10kN/m OR 2-ROWS NAILS @ 150 OC CONT ROD - 40kN OR SST ATS-SR5 1-PLY D.FIR ES 10kN/n OR HGA10 @ 400 OC

SW2 1 SIDE 125 300 7.5kN/m OR 2-ROWS NAILS @ 200 OC CONT ROD - 35kN OR SST ATS-SR5 1-PLY D.FIR ES 7.5kN/n OR HGA10 @ 600 OC

SW3 1 SIDE 100 300 9kN/m OR 2-ROWS NAILS @ 125 OC CONT ROD - 35kN OR SST ATS-SR5 2-PLY D.FIR ES 9kN/n OR HGA10 @ 400 OC

SW7 2 SIDES 125 300 15kN/m OR 2-ROWS NAILS @ 100 OC CONT ROD - 58kN OR SST ATS-SR6 2-PLY D.FIR ES 15kN/n OR HGA10 @ 400 OC

SW8 1 SIDE 100 300 8kN OR 15Ø L-ANCHOR BOLTS@ 1200 OC (EMBED 150) 50kN OR HDU8 SEE ELEV 8kN/n OR HGA10 @ 600 OC

SWA 2 SIDES SEEELEV 300 SEE ELEVATION SEE ELEVATION SEE ELEV 4kN/m OR HGA10 @ 600 OC

SWA.1 2 SIDES 125 300 SEE ELEVATION 29kN OR HDU5 2-PLY D.FIR 11kN/m OR HGA10 @ 400 OC

SWB 2 SIDES 100 300 19kN/m OR 2-ROWS NAILS @ 75 OC CONT ROD - 70kN OR SST ATS-SR7(BOTH LEVELS) 2-PLY D.FIR ES 19kN/n OR HGA10 @ 300 OC

SWC 2 SIDES 100 300 19kN/m OR 2-ROWS NAILS @ 75 OC CONT ROD - 70kN OR SST ATS-SR7(BOTH LEVELS) 2-PLY D.FIR ES 19kN/n OR HGA10 @ 300 OC

SWE 1 SIDE 125 300 12kN/m OR 2-ROWS NAILS @ 150 OC CONT ROD - 35kN OR SST ATS-SR5 1-PLY D.FIR ES 12kN/n OR HGA10 @ 400 OC

ALL PLYWOOD TO BE 12.5mm D.FIR , ALL SHEARWALL NAILS TO BE 3.33"Øx64 LG, ALL BOTTOM PLATE NAILS TO BE 3.66Øx76LG, PROVIDE BLOCKING AT ALL PLYWOOD PANEL EDGES

FIRST FLOOR0000

SECOND FLOOR3102

T/O WALL5560

T/O WALL7583

12345678

520737934873745393933347468

SCALE:

1

S3.01 1:50

SHEARWALL A - ELEVATION

2 3 4

3793 487

FIRST FLOOR0000

SECOND FLOOR3102

T/O WALL5560

1427

SCALE:

3

S3.01 1:50

SHEARWALL E - ELEVATION

SWE

SWE

AB5691

SW2

SCALE:

4

S3.01 1:50

SHEARWALL 2 - ELEVATION

FIRST FLOOR0000

T/O WALL5560

T/O WALL7697

SECOND FLOOR3102

SW2

SW2

FIRST FLOOR0000

SECOND FLOOR3102

T/O WALL5560

SWB

3 4 5 6

487 3745 3939

SWB

SCALE:

2

S3.01

1:50

SHEARWALL B - ELEVATION(SHEARWALL C SIMILAR)

SWA.1SWA.189x140 TOP PLATESHEAR COLLECTOR

38x1

84 @

406 O

C ST

UD W

ALL4

S5.035

S5.03

6S5.03

3S5.03

2S5.03SWA

SWA

SWA

SST HGA10 @300 OC OR 19kN/m

2-ROWS NAILS @75 OC OR 18kN/m

SST HGA10 @400 OC OR 11kN/m

2-ROWS NAILS @150 OC OR 11kN/m

654

685

HDU5 OR 29kN2-PLY HD STUDS,TYP SWA.1

PLYWOOD SHEAR COLLECTOR,PROVIDE STRAPS AT PLYWOODJOINTS AS PER S5.03

RIM BOARD SHEARCOLLECTOR

T/O WALL7697

1-PLY D.FIRCOMPRESSIONMEMBER ES

2-PLY D.FIRCOMPRESSIONMEMBER ES

1-PLY D.FIRCOMPRESSIONMEMBER ES

CONT

ROD

51kN

OR

SST

ATS-

SR6

CONT

ROD

81kN

OR

SST

ATS-

SR7

PLY BOTH SIDESEDGE NAILS @ 100

PLY BOTH SIDESEDGE NAILS @ 100

PLY BOTH SIDESEDGE NAILS @ 150

CONT ROD ANDCOMPRESSION MEMBERSIDENTICAL EACH END

TYP

TYP

38x140 STUDS@ 406 OC

BF1

S3.01

SHEARWALL FRAMING ELEVATIONS

SCALE IN MILLIMETRES1000

0 1000 2000 3000SCALE 1:50

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

--

DJ

GM

--

--

2017567

11

4

DM5XXXXXX

5

A B C D E610569112505691

FIRST FLOOR0000

SECOND FLOOR3102

T/O WALL5560

T/O WALL7697

SW1 SW1

SW1

SCALE:

1

S3.02 1:50

SHEARWALL 1 - ELEVATION

ABCD5691 1250 5691

SW8

SCALE:

2

S3.02 1:50

SHEARWALL 8 - ELEVATION

ABCD5691 1250 5691

SW3

SCALE:

3

S3.02 1:50

SHEARWALL 3 - ELEVATION

FIRST FLOOR0000

T/O WALL5560

SECOND FLOOR3102

E610

SW3

SW3SW3

AB5691

SW7

SCALE:

4

S3.02 1:50

SHEARWALL 7 - ELEVATION

CD12505691

SW7

SW7

T/O WALL7583

38x184 LSL 1.5E@ 305 OC

CONNECT ALL LSL STUDS TOT&B PLATES W/ 1-SST A35 ANGLE

OR 3kN, TYP

89x184 LSL 1.5E @ 305 OC(MAX STUD HEIGHT = 6500)

89x184 LSL 1.5E @ 203 OC(MAX STUD HEIGHT = 7300)

1-38x184LSLCRIPPLE STUD

1-89x184 LINTEL 1-133x178PSLKING STUD

2-44x140LVL3100Fb-2.0ELINTEL

1-133x178PSLKING STUD

1-38x184LSLCRIPPLE STUD

1-38x184CRIPPLE STUD

2-38x184 LINTEL

1-38x184KING STUD

E610

T/O WALL7583

BF1

BF1

T/O WALL5560

S3.02

SHEARWALL FRAMING ELEVATIONS

SCALE IN MILLIMETRES1000

0 1000 2000 3000SCALE 1:50

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

--

DJ

GM

--

--

2017567

11

4

DM5XXXXXX

6

ABCD5691 1250 5691

SCALE:

1

S2.02 1:50

BUILDING SECTION

2-38x89 TOP RAILAT PONY WALL

FULL HEIGHT 2-PLY38x89 @ 1500 OC

WOOD COLUMN BEYOND

38x89 STUD WALL

CANTILEVEREDFLOOR JOISTS

7 8

7468

HSS152x152x6.4

HSS1

52x1

52x6

.4

HSS1

52x1

52x6

.4

7S5.02

8S5.02

9S5.02

SCALE:

2

S2.02 1:50

WALL FRAMING ELEVATION

38x184 LSL PLATEC/W 2-ROWS OF4Ø PINS @ 300 OC

FIRST FLOOR0000

SECOND FLOOR3102

T/O WALL5560

T/O WALL7583

FIRST FLOOR0000

SECOND FLOOR3102

T/O WALL5560

2

2660 31

00

580 2700 580

80

SCALE:

3

S2.02 1:50

SECTION AT CANOPY

11S5.02

10S5.02

38x184 STUDS@ 406 OC

SEE OPENINGSCHEDULE

89x184LSL @406 OC, TYP

TYP

TYP

TYP

S4.01

BUILDING SECTION AND

SCALE IN MILLIMETRES1000

0 1000 2000 3000SCALE 1:50

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

--

DJ

GM

--

--

2017567

11

4

DM5XXXXXX

7

WALL FRAMING ELEVATION

250

600

CONCRETE SLABON GRADE, TYP

300

600

150

WOOD STUD WALL

SCALE:

4

S2.01 1:20

TYPICAL FOUNDATION SECTION

15M CONTES OF FTG

6-20M T&B

10M U-BARST&B @ 400

CONCRETE SLABON GRADE, TYP

300

600

HOLDOWN, SEE SCHED

WOOD STUD WALL

SCALE:

5

S2.01 1:20

TYPICAL REINF AT HOLDOWN

350 M

INTY

P

5AS5.01

150

150

4-10M VERTSHOOKED AT TOP

10M TIES @ 150

HOLDOWN,SEE SCHED

SCALE:

5A

S5.01 1:20

PLAN DETAIL

600

SQUASH BLOCKS(IF REQ'D FOR TRANSFEROF LOAD ABOVE)

KING STUDS,FULL HEIGHT

CRIPPLES,BELOW LINTEL

PLATE CONNECTIONTOP & BOT

SILL CONNECTIONS

SCALE:

3

S5.01 1:20

TYPICAL OPENING DETAIL

SILL CONNECTIONS

LEVEL 2 OPENING FRAMING SCHEDULE

MARK KING STUDS CRIPPLE STUDS LINTEL BOTTOM SILL TOP SILL PLATE CONNECTION

220 3-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.4kN OR 1-SST A35219 3-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.4kN OR 1-SST A35218 3-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.4kN OR 1-SST A35217 2-38x140 1-38x140 2-38x184 1-38x140 1-38x140 3.0kN OR 1-SST A35216 2-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.7kN OR 1-SST A35214 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35213 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35212 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35

211 1-38x184LSL 1.5E

1-38x184LSL 1.5E

1-89x184LSL 1.5E

1-38x184LSL 1.5E

1-38x184LSL 1.5E 2.0kN OR 1-SST A35

210 1-133x178PSL 1.8E

1-38x184LSL 1.5E

1-89x184LSL 1.5E

1-38x184LSL 1.5E

1-38x184LSL 1.5E 5.1kN OR 2-SST A35

207 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35206 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35205 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35204 1-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35203 1-38x140 1-38x140 2-38x184 1-38x140 1-38x140 1.5kN OR 1-SST A35202 2-38x184 1-38x184 2-38x184 - 1-38x184 3.3kN OR 1-SST A35201 2-38x184 1-38x184 2-38x184 1-38x184 1-38x184 3.3kN OR 1-SST A35200 2-38x184 1-38x184 2-38x184 1-38x184 1-38x184 3.3kN OR 1-SST A35

ALL FRAMING TO BE SPF. ALL SILL CONNECTIONS TO BE SST A35 ANGLES OR 3kN PER ANGLE

LEVEL 1 OPENING FRAMING SCHEDULE

MARK KING STUDS CRIPPLE STUDS LINTEL BOTTOM SILL TOP SILL PLATE CONNECTION

126b &LOUVER

1-140x178PSL 1.8E

1-38x184LSL 1.5E

1-89x184LSL 1.5E

1-38x184LSL 1.5E

1-38x184LSL 1.5E 4.5kN OR 2-SST A35

124 1-38x140 1-38x140 2-38x184 - 1-38x140 2.0kN OR 1-SST A35115-113 2-38x140 1-38x140 2-38x184 2-38x140 2-38x140 5.2kN OR 2-SST A35

112-110* 3-38x140 2-38x140 2-44x292 LVL3100Fb-2.0E 3-38x140 2-38x140 5.5kN OR 2-SST A35

109 2-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35108 2-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.3kN OR 1-SST A35107 1-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.6kN OR 1-SST A35106 1-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.0kN OR 1-SST A35105 1-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.0kN OR 1-SST A35

104 1-38x140 1-38x140 2-38x184 1-38x140 1-38x140 2.0kN OR 1-SST A35

103 2-38x140 2-38x140 3-38x184 1-38x140 1-38x140 2.7kN OR 1-SST A35

102 2-38x140 3-38x140 2-44x245 LVL3100Fb-2.0E 1-38x140 1-38x140 2.7kN OR 1-SST A35

101 2-38x140 2-38x140 2-44x184 LVL3100Fb-2.0E 1-38x140 1-38x140 2.7kN OR 1-SST A35

ALL FRAMING TO BE SPF. ALL SILL CONNECTIONS TO BE SST A35 ANGLES OR 3kN PER ANGLE* ADDITIONAL FRAMING AS PER ELEVATION

2 x BOUNDARYNAILING AT INTERIORSHEAR WALL/DRAGSTRUT BELOW U/N.

FLOOR/ROOF FRAMING BELOW

AT BLOCKED DIAPHRAGMS,PROVIDE 2x4 BLOCKING ONFLAT OR PRE-ENGINEEREDBLOCKING, REFER TO PLANOR DIAPHRAGM SCHEDULE

INTE

RMED

IATE

NAIL

SPAC

ING

PANE

L EDG

ENA

IL SP

ACIN

G

BOUN

DARY

NAIL

SPAC

ING

SHEATHING REFERTO PLAN ORSCHEDULE

REFER TO PLAN ORSCHEDULE FORNAILING INFORMATION

STAGGER NAILS INOPPOSING SHEETS

SCALE:

2

S5.01 NTSDIAPHRAGM NAILING

SCALE:

6

S2.02 1:20FRAMING AT 950x950 HEAP PUMP SPACE

ALLOW FOR 212ØOPENING AT MID-SPAN

HEADER BEAM BYPRE-ENGINEERED SUPPLIER

FLOOR BEAM BYPRE-ENGINEERED SUPPLIER

38x140 ON FLAT @ 300 OCOVER OPENING

18ga CONNECTION CLIPC/W 2-#8 WOOD SCREWS,TYP EACH END

MECH HEAT PUMP

950 MAXPLYWOODCONTINUOUSOVER OPENING

38x140 ON FLAT

PLAN

SECTION

450 M

IN10

00 M

AX

300

300 200 400

SCALE:

7

S2.01 1:20

RETAINING WALL SECTION

15M@300 EW

50

FINISHED GRADE

ENGINEEREDFILL

3-15M CONT T&B

15M@300 T&B H2E

SLAB ON GRADESEE PLAN FOR REINF

5mm WIDE SAWCUTC/W SEMI RIGIDJOINT FILLER

SCALE:

8

S2.01 1:20

TYPICAL CRACK CONTROL JOINT

t/4

t

DIAPHRAGM NAILING SHEDULE

LOCATION PLYWOOD INTERMEDIATE PANELEDGES BOUNDARY BLOCKING

ROOF SEE PLAN 300 OC 100 OC 75 OC UN-BLOCKED

FLOOR SEE PLAN 300 OC 100 OC 75 OC UN-BLOCKED

NAILS TO BE 2.87Øx51LG

15M HOOKED BAR

PROVIDE 50Ø WEEPHOLES @ 1200 OC

PERIMETER DRAIN

EXTERIOR SOG,SEE PLAN

SCALE:

1

S5.01 NTSTYPICAL GROUND FLOOR SHEARWALL

HOLD-DOWNS (HD)WITH ANCHORS

SOLID BLOCKINGBETWEEN JOISTS

PROVIDE CRUSH BLOCKING ATCOLUMN ABOVE (SHORTSTUDS/POSTS OR LSL BLOCKING)

WALLSTUDS

BLOCKING TO SUPPORTPANEL EDGE

END POST/COLUMN ASPER PLAN ORHOLD-DOWN SCHEDULE

CONT TOP PLATE, LAP AS PERPLAN NOTES AND TYPICAL DETAILS

STAGGERNAILS INOPPOSINGSHEETS

HOLD-DOWN ANCHOR ROD.REFER TO HOLD-DOWNSCHEDULE

HOLD-DOWN (HD). REFERTO PLAN OR HOLD-DOWNSCHEDULE

ANCHOR ROD SPACING

INTE

RMED

IATE

NAIL

SPAC

ING

PLATEFASTENERSPACING

PANE

L EDG

ENA

IL SP

ACIN

G

SHEAR WALL EXTENT

PANEL EDGENAIL SPACING

SHEARCONNECTOR SPACING

PANEL EDGENAIL SPACING

0.5 x ANCHORROD SPACING

SHEATHING. REFER TOPLAN OR SHEAR WALLSCHEDULE

REFER TO SHEARWALL SCHEDULE

ANCHOR ROD. REFERTO HOLD-DOWN ANCHORSCHEDULE

COUPLERS TOMATCH ROD SIZES

BASE PLATE AND SHRINKAGETAKE-UP DEVICE BY SUPPLIERTO MATCH ROD CAPACITY

LINTEL/BEAM, REFERTO PLAN

HOLD-DOWN STUDS,AS PER SHEARWALLSCHEDULE

COUPLERS AS REQ'D TOMATCH ROD STRENGTH

SCALE:

9

S5.01 1:20

TYPICAL TOP CONNECTION AT CONTINUOUS ROD

WALL TOP PLATES

KING STUD EACH SIDEOF ANCHOR

COMPRESSION MEMBERSEACH SIDE OF ANCHORS,REFER TO SHEARWALLSCHEDULE

140x140 OR 89x89 D.FIRBRIDGE BLOCK TO MATCHWALL THICKNESS

600 ±

BEARING PLATE,BY SUPPLIER

CONTINUOUS ROD, REFERTO SHEARWALL SCHEDULE

COMPRESSION MEMBERSEACH SIDE OF ANCHORS,REFER TO SHEARWALLSCHEDULE

CONTRACTOR TO SUBMIT SHOPDRWINGS SHOWING HOLD-DOWNASSEMBLY PRIOR TOFABRICATION / INSTALLATION

S5.01

TYPICAL DETAILS

SCALE IN MILLIMETRES500

10005000SCALE 1:20

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

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2017567

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PLYWOOD JOINTSTRAP, REFERTO PLAN

SOLID BLOCKING

PLYWOODBOUNDARY NAILING

SCALE:

5

S2.02 1:10

STRAP AT PLYWOOD JOINT

PLYWOOD BOUNDARYNAILING

STRAP, REFERTO PLAN

SCALE:

6

S2.02 1:10

TYP LEVEL 2 STRAP DETAIL

SCALE:

7

S4.01 1:10

HSS COLUMN BASESCALE:

8

S4.01 1:10

HSS BEAM TO COLUMNSCALE:

9

S4.01 1:10

HSS COLUMN TOP

SHEAR WALL OR STUD WALL ASAPPLICABLE, REFER TO PLAN

DIAPHRAGM BOUNDARY NAILINGREFER TO PLAN

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

CONTINUOUS 44 WIDEENGINEERED WOOD RIM BOARD

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

SHEAR WALL OR STUD WALL,REFER TO PLAN

CONTINUOUS DOUBLETOP PLATE U/NENGINEERED JOIST,REFER TO PLAN

SHEAR WALL PLATE FASTENERAT SHEAR WALL LOCATIONSSQUASH BLOCKS BYMANUFACTURER (WHEREREQUIRED)

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

44 WIDE ENGINEERED WOODBLOCKING BETWEEN JOISTS(WHERE REQUIRED)

SHEAR WALL OR STUD WALL ASAPPLICABLE, REFER TO PLAN

SHEAR WALL OR STUD WALL,REFER TO PLAN

DIAPHRAGM BOUNDARY NAILINGREFER TO PLAN

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

CONTINUOUS 44 WIDEENGINEERED WOOD RIM BOARD

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

ENGINEERED JOIST,REFER TO PLAN

CONNECT FOR 3kN OR SIMPSON A35@ 600 OC EXCEPT AT SHEARWALL,REFER TO SHEARWALL SCHEDULEFOR CONNECTION

SHEAR WALL PLATE FASTENERAT SHEAR WALL LOCATIONS

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

44 WIDE ENGINEERED WOODBLOCKING BETWEEN PERPENDICULARBLOCKING,WHERE REQUIRED

CONTINUOUS DOUBLE TOP PLATE U/N

BLOCKING @ 1200 MAX, UNOWITH JOIST HANGERS(OR APPROVED EQUAL)

4-64LG NAILS (MIN)

SHEAR WALL OR STUD WALL ASAPPLICABLE, REFER TO PLAN

SHEAR WALL OR STUD WALL,REFER TO PLAN

DIAPHRAGM BOUNDARY NAILINGREFER TO PLAN

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

CONTINUOUS DOUBLE TOPPLATE U/N

SHEAR WALL PLATE FASTENERAT SHEAR WALL LOCATIONSSQUASH BLOCKS BYMANUFACTURER (WHEREREQUIRED)

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

44 WIDE ENGINEERED WOODBLOCKING BETWEEN EVERY JOIST

ENGINEERED JOIST, REFER TOPLAN. MIN BEARING AS PERJOIST MANUFACTURER

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

ADDITIONAL 44 WIDE ENGINEEREDWOOD BLOCKING WHERE REQ'D

SHEAR WALL OR STUD WALL ASAPPLICABLE, REFER TO PLAN

DIAPHRAGM BOUNDARY NAILINGREFER TO PLAN

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

CONTINUOUS 44 WIDEENGINEERED WOOD

ENGINEERED JOIST,REFER TO PLAN

SHEAR WALL PLATE FASTENERAT SHEAR WALL LOCATIONS

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

ADDITIONAL 44 WIDE ENGINEEREDWOOD BLOCKING WHERE REQ'D

BLOCKING @ 1200 MAX U/N WITH JOISTHANGERS (OR APPROVED EQUAL)

4-64 LG NAILS (MIN)

CONTINUOUS DOUBLETOP PLATE U/N

SHEAR WALL OR STUD WALL,REFER TO PLAN

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATIONS

SCALE:

1

S5.02 NTSJOIST PERPENDICULAR TO EXTERIOR WALL

SCALE:

2

S5.02 NTSJOIST PARALLEL TO EXTERIOR WALL

SCALE:

3

S5.02 NTSJOIST PERPENDICULAR TO INTERIOR WALL

SCALE:

4

S5.02 NTSJOIST PARALLEL TO INTERIOR WALL

PL10x184x252

CONNECT FOR 15kN OR6-SDS25312 SCREWS

WALL TOP PLATE

HSS COLUMNCAP PL6PL10x100x150

BENT PL6 C/WSTIFF PL6

2-19Ø BOLTS

PL10x184x252

4-13Ø ADHESIVE SETTHREADED RODS(EMBED 100) BOTTOM

PLATE

CONNECT FOR 3kN OR SIMPSON A35@ 600 OC EXCEPT AT SHEARWALL,REFER TO SHEARWALL SCHEDULEFOR CONNECTION

CONNECT FOR 3kN OR SIMPSON A35@ 600 OC EXCEPT AT SHEARWALL,REFER TO SHEARWALL SCHEDULEFOR CONNECTION

CONNECT FOR 3kN OR SIMPSON A35@ 600 OC EXCEPT AT SHEARWALL,REFER TO SHEARWALL SCHEDULEFOR CONNECTION

75 MIN

4-19Ø LAG SCREWS(EMBED 150)

44x241 LVL ES,WRAP AS PER ARCH

300Ø TIMBERCOLUMN

240DP PRE-ENGINEEREDJOISTS @ 400 OC

BASE PL10x250x250HDG25 NON-SHRINK

GROUT

KNIFE PL10HDG

4-19Ø BOLTS

4-16Ø ANCHORBOLTS (EMBED 300)

3817

538

7510

075

38 38175

500 M

IN

205

7575

40

300Ø TIMBERCOLUMN

SCALE:

10

S4.01 1:10

CANOPY COLUMN BASE

SCALE:

11

S4.01 1:10

SECTION AT CANOPY ROOF

11AS5.02

SCALE:

11A

S5.02 1:10

SECTION AT CANOPY ROOF

240DPPRE-ENGINEEREDJOISTS

44x241 LVL ES,WRAP AS PER ARCH

4-19Ø LAG SCREWS(EMBED 150)

100

SCALE:

12

S2.02 1:10

DECK CHANNEL CONNECTION

2-16Ø BOLTS, PROVIDE SOLIDBLOCKING TO CHANNEL

16ga CONNECTIONANGLES EACH CORNEROF BLOCKING

NOTCH COLUMN44mm FOR LVL

S5.02

FLOOR CONNECTION DETAILS AND

SCALE IN MILLIMETRES200

0 200 400 600SCALE 1:10

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

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2017567

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HSS COLUMN DETAILS

76 MINEDGE DIST

80 MINTYP

EQEQ

EQ

76 MINEDGE DIST

1200 MIN OVERLAP

SPF#1 DOUBLE TOP PLATE 38x_TO MATCH WALL THICKNESS

22 (TOTAL) 3.66Øx76LG NAILS STAGG

WALL STUDS

SCALE:

1

S5.03 1:10

TYP TOP PLATE JOINT (UNO)

SCALE:

3

S3.01 1:10

RIM BOARD SHEAR COLLECTOR - SPLICE DETAIL

SCALE:

4

S3.01 1:10

SHEAR COLLECTOR TRANSITION DETAIL

SCALE:

5

S3.01 1:10

SHEAR COLLECTOR TRANSITION DETAIL

SCALE:

6

S3.01 1:10

SHEAR COLLECTOR TRANSITION DETAIL

PRE-ENGINEERED RIM BOARD(DESIGN FOR AXIAL LOAD = 46kN±)

CONNECT JOINTS W/2-SST MST 60 OR 46kN

2-PLY STUD AT 89x140 JOINT

89x140 TOP PLATE38x140 TOP PLATE

CONNECT JOINTS W/2-SST MST 60 OR 50kN

SCALE:

2

S3.01 1:10

89x140 TOP PLATE SHEAR COLLECTOR - SPLICE DETAIL

4AS5.03

2-PLY 38x235 BLOCKING

38x184 BLOCKING C/W2-ROWS 3.66Øx76LGNAILS @ 100 OC

3-ROWS 3.66Øx76LGNAILS @ 150 OC

12.5 D.FIR PLYWOOD STRIPS,MIN 200 WIDE x 2440LGPROVIDE 2-MSTA30 STRAPSAT ALL PLYWOOD JOINTS ORSPLICE FOR 21kN

PLYWOODCOLLECTOR2-MSTA30 STRAPS OR

CONNECT FOR 30kN

5AS5.03 89x140 TOP PLATE

COLLECTOR

SST MST60 STRAPES OR 50kN

SCALE:

4A

S5.03 1:10

PLYWOOD COLLECTOR SECTION

89x140 TOP PLATECOLLECTOR

200 M

IN

6AS5.03

PRE-ENGINEERED RIMBOARD COLLECTOR

2-SST MST60STRAPS OR 50kN

2-SST MST72STRAPS

3-38x235 & 2-12.5 PLYSOLID BLOCKING

4-ROWS 3.66Øx76LGNAILS @ 100 OC

2-SST MST60STRAPS OR 50kN

SCALE:

6A

S5.03 1:10

38x235 BLOCKING SECTION

2-SST MST72STRAPS

CONT RODANCHOR

PROVIDE GAPLOCALLY AT ROD

SOLID BLOCKING FOREXTENT OF STRAPS

SST MST72STRAP ES

CONT RODANCHOR

SOLID BLOCKING FOREXTENT OF STRAPS

3-38x235 & 2-12.5 PLYSOLID BLOCKING

4-ROWS 3.66Øx76LGNAILS @ 100 OC

1-SST MST60STRAP ES OR 50kN

SCALE:

5A

S5.03 1:10

38x235 BLOCKING SECTION

1-SST MST72STRAP ES

PROVIDE GAPLOCALLY AT ROD

S5.03

SHEAR COLLECTOR DETAILS

SCALE IN MILLIMETRES200

0 200 400 600SCALE 1:10

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

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2017567

11

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10

DIAPHRAGM BOUNDARYNAILING, REFER TO PLAN

SHEAR CONNECTORS.CONNECT FOR 3kN OR SST A35 @ 300 OCEXCEPT AT SHEARWALL, REFER TOSHEARWALL SCHEDULE FOR CONNECTION

38 (1 1/2") THICK (2x) BLOCKING ORPREFAB TRUSS BLOCKING.COORDINATE VENTINGREQUIREMENTS WITH PLANS,SECTIONS, AND ARCH

TRUSS CONNECTION BYMANUFACTURER PREFAB ROOF TRUSSES, REFER TO PLAN

STUD WALL OR SHEAR WALL AS PER PLAN

CONTINUOUS DOUBLE TOP PLATE U/N

SHEAR WALL EDGE NAILINGAT SHEAR WALL LOCATION

SCALE:

1

S5.04 NTSWOOD TRUSS PERPENDICULAR TO EXTERIOR WALL

SCALE:

2

S2.03 1:10TYPICAL ROOF OVERHANG

SCALE:

2A

S5.04 1:10TYPICAL ROOF OVERHANG

SCALE:

3

S5.04 1:10LVL BEAM W/ 2-38x140 OUTRIGGERS

SCALE:

4

S2.03 1:10ROOF SECTION

22

SCALE:

5

S2.03 1:10ROOF SECTION

SCALE:

7

S2.03 1:10ROOF SECTION

GIRDER TRUSS

2-ROWS 76LGNAILS @ 300 OC

ROOF TRUSS

CONT BLOCKING TOMATCH ROOF SLOPE

CONT BLOCKING TOMATCH ROOF SLOPE

PLYWOOD NAILS @ 150 OC

2-ROWS 76LGNAILS @ 300 OC

ROOF TRUSS

PRE-FABRICATEDBLOCKING PANELVr = 4kN/m

PLYWOODBOUNDARY NAILS

SOLID BLOCKING BTWN JOISTS

PLYWOOD BOUNDARY NAILS

SHEAR ANGLESHURRICANE TIES ES2.5kN OR SST H3

38x140OUTRIGGERS

PRE-ENGINEEREDJOIST @ 406 OC

LVL BEAM

HANGER (BYFABRICATOR)

38x140OUTRIGGERS

ROOF JOIST

SOLID BLOCKING

CONNECT OUTRIGGERSAND SOLID BLOCKINGW/ SDW22600 SCREWS@ 200 OC

2AS5.04

1830 900 MAX

2-ROWS 64LGNAILS @ 200 OC

SOLID BLOCKING

SOLID BLOCKING

38x140 OUTRIGGERS

38x89 @ 300 OC

1830

900 MAX

SCALE:

8

S2.03 1:10ROOF OVERHANG OVER DECK

2AS5.04SIM

2-ROWS 64LGNAILS @ 200 OC

SOLID BLOCKING

SOLID BLOCKING

38x140 OUTRIGGERS

38x89 @ 300 OC

7

SHEAR CONNECTORCLIP HGA10 @ 300 OC

PROVIDE 12 THICK PLYWOODGUSSET BTWN BLOCKING PANELS,FASTEN W/ 51LG NAILS @ 100 OC EW

SCALE:

9

S2.03 1:10ROOF TRUSS PARALLEL TO SHEARWALL

ROOF TRUSS,AS PER PLAN

CONNECT FOR 14kN/mOR SST HGA10 @ 300 OC

SHEARWALL

SCALE:

6

S2.03 1:10ROOF SECTION

7S5.04

S5.04

ROOF DETAILS

SCALE IN MILLIMETRES200

0 200 400 600SCALE 1:10

JOB No. 181-06973-00

Public Works and

Canada

REAL PROPERTY SERVICES

Government Services

Canada

Services gouvernementaux

Travaux publics et

Pacific Region

OF

SERVICES IMMOBILIERS

Région de Pacifique

FISHERIES AND OCEANS,

REAL PROPERTY,

SAFETY AND SECURITY

VANCOUVER, BC

200-401 BURRARD ST.

VICTORIA SAR

STATION

25 HURON STREET

VICTORIA, BC

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DJ

GM

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2017567

11

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