Southland Times Building Strengthening Concept to 100%NBS (IL2) Invercargill, Southland

 
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Southland Times Building Strengthening Concept to 100%NBS (IL2) Invercargill, Southland
Southland Times Building Strengthening Concept
              to 100%NBS (IL2)
            Invercargill, Southland

                                                                               Drawing Index
                                               S0 - General Drawings
                                                   S0-00     Cover Sheet                       N/A     N/A
                                               S1 - URM Drawings
                                                   S1-00     Building Floor Plans              C1    22/1/2019
                                                   S1-01     URM Typical Details               C1    22/1/2019
                                                   S1-02     Timber Typical Details            C1    22/1/2019

                   Project Number: 1711-2266                      Project Status : Preliminary Design
Southland Times Building Strengthening Concept to 100%NBS (IL2) Invercargill, Southland
N                                                                                                                                                                                                                                                                                 Legend:

                                                                                                                                                                                                                                                                                           Indicates extent of diaphragm repairs. Remove 1200mm
                                                                                                                                                                                                                                                                                           min around edge of diaphragm to provide access to
                                                                                                                                                                                                                                                                                           inspect existing fixings and to provide additional fixings as
                                                                                                                                                                                                                                                                                           noted on plan and on Sheet S1-02. After installation of
Diaphragm Fixing Repair Schedule (100% NBS (IL2)):                                                                                                                                                                                                                                         new fixings replace removed flooring with minimum 15mm
                                                                                                                                                                                                                                                                                           Ecoply fixed as a diaphragm as per manufacturers
North Elevation (A):
  • Roof Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.
   Current spacing is approximately 1200mm c/c.
                                                                                                                      Esk Street                                                                                Install new diaphragm anchors
                                                                                                                                                                                                                along this edge of diaphragm
                                                                                                                                                                                                                                                                                           specifications and pack out as required to acheive level
                                                                                                                                                                                                                                                                                           with existing floor.
  • 2nd Floor Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.                                                                                                                                                                                                          Indicates Extent of Parapet Strong back support (entire
   Current spacing is approximately 1200mm c/c.                                                                                                                                                                                                        16972
                                                                                                                               North Elevation (A)                                                                                                                                         perimeter). Refer to Detail 1 on Sheet S1-01.
  • 1st Floor Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.
   Current spacing is approximately 1200mm c/c.

                                                                                                                                       1200
East Elevation (N):
  • Roof Diaphragm: OK as existing.
  • 2nd Floor Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.
   Current spacing is approximately 1200mm c/c.
  • 1st Floor Diaphragm: Install additional Anchors to acheive 600mm c/c spacing.

                                                                                                                                                                                   East Elevation (N)
   Current spacing is approximately 1200mm c/c.

South Elevation (D):
  • Roof Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.                              1200                                              1200

                                                                                                                                                                                                                                                                      12265
   Current spacing is approximately 1200mm c/c.
  • 2nd Floor Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.
   Current spacing is approximately 1200mm c/c.
  • 1st Floor Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.
   Current spacing is approximately 1200mm c/c.

West Elevation (M):
 • Roof Diaphragm: OK as existing.                                                                                                                                                                                                                                            In-fill this window with concrete.
 • 2nd Floor Diaphragm: Install additional Anchors to acheive 800mm c/c spacing.                                                                                                                                                                                              Refer to Sheet S1-02 Detail 6.
  Current spacing is approximately 1200mm c/c.

                                                                                                                                       1200
 • 1st Floor Diaphragm: Install additional Anchors to acheive 600mm c/c spacing.
  Current spacing is approximately 1200mm c/c.

                                                                                                                                       1200
                                                                                                                                                                                                                                                               1524
Internal Walls (B&C):
   • Roof Diaphragm: OK as existing.                                                                                         Internal Wall (B)
   • 2nd Floor Diaphragm: Install additional Anchors to acheive 600mm c/c spacing.
    Current spacing is approximately 1200mm c/c.
                                                                                     West Elevation (M)

                                                                                                                                                              East Elevation (N)
   • 1st Floor Diaphragm: Install additional Anchors to acheive 600mm c/c spacing.
    Current spacing is approximately 1200mm c/c.

Strengthening Schedule (100%NBS (IL2)):

                                                                                                                                                                                                        37036
Parapet Restraint:
All parapets to be restrained using detail on sheet S1-02. Approximately 120m of                          1200                                       1200
parapet to be restrained.                                                                                                                                                                                                                                                                        C1
                                                                                                                                                                                                                                                                                                 REV
                                                                                                                                                                                                                                                                                                       22/1/2019 Preliminary Issue of 100% NBS (IL2) Strengthening Requirements
                                                                                                                                                                                                                                                                                                        DATE                                         REASON

                                                                                                                                                                                                                                                                                                 PROJECT NAME & ADDRESS
Roof Diaphragm repairs:
Repair front and rear elevation diaphragm-wall connections with additional anchors
to acheive 800mm c/c including existing anchors. Approximately 31m of diaphragm
fixings to be repaired. Note existing anchor condition to be assessed to ensure
adequacy.                                                                                                                                                                                                                                                                                              Southland Times Building
                                                                                                                                                                                                                                                                                                       Strengthening Concept to

                                                                                                                                                                                                                                                                      24763
2nd Floor Diaphragm repairs:
Repair perimeter of all 2nd floor diaphragms similar to as shown in 1st floor plan
adjacent to acheive 800mm c/c or 600c/c as indicated on table above (including                                                                                                                                                                                                                              100%NBS (IL2)
existing connections) around all perimeters. Note existing anchor condition to be
assessed to ensure adequacy. Replace remove flooring with min. 15mm Ecoply                                                                                                                                                                                                                              Invercargill, Southland
                                                                                                                                       1200

fixed as a diaphragm as per manufacturers specifications and pack out as required
to match existing flooring depth.
                                                                                                                                       1200

1st Floor Diaphragm repairs:
Repair perimeter of all 1st floor diaphragms similar to as shown in 1st floor plan                                           Internal Wall (C)
adjacent to acheive 800mm c/c or 600c/c as indicated on table above (including
existing connections) around all perimeters. Note existing anchor condition to be                                                                                                                                                                                                                SHEET TITLE
assessed to ensure adequacy. Replace remove flooring with min. 15mm Ecoply
fixed as a diaphragm as per manufacturers specifications and pack out as required
                                                                                                          1200                                       1200
to match existing flooring depth.
                                                                                                                                                                                                                                                                                                                Building Floor Plans
2nd Floor Out-Of-Plane Wall Support:
105m of out of plane wall support with 140x45 SG8 studs @400c/c and steel
brackets @400c/c (1x Python MT Screw and 1xM12 coach bolt per bracket). Studs
3.96m tall at 2nd floor level.
                                                                                                                                       1200

1st Floor Out-Of-Plane Wall Support:
105m of out of plane wall support with 140x45 SG8 studs @400c/c and steel
brackets @400c/c (1x Python MT Screw and 1xM12 coach bolt per bracket). Studs
                                                                                                                                                                                                                                                   15439
4.05m tall at 2nd floor level.                                                                                            South Elevation (D)
                                                                                                                                                                                                                Install new diaphragm anchors
                                                                                                                                                                                                                                                                                                                  Level 3, 99 Ardmore Street, Wanaka, 9343, Tel : (03) 443 4531
                                                                                                                                                                                                                along this edge of diaphragm                                                                 Email : tech@bmconsult.co.nz           Web : http://www.bmconsult.co.nz

                                                                                                                 1      1st Floor Plan                                                                                              2     Roof Framing Plan                                      OFFICE                           SCALE @ A1                       SCALE @ A3

                                                                                                                                                                                                                                                                                                         Wanaka                       As indicated                     Indicated x2
                                                                                                                        Scale 1 : 100 @ A1                                                                                                Scale 1 : 100 @ A1
                                                                                                                                                                                                                                                                                                 DRAWN BY                         DESIGNED BY                      CHECKED BY
                                                                                                                     Note: 2nd Floor similar                                                                                        Note: Indicative Only                                                    JW                               JW                              WH
                                                                                                                                                                                                                                                                                                 PROJECT NUMBER                             SHEET NUMBER                           REVISION

                                                                                                                                                                                                                                                                                                        1711-2266                                         S1-00                        C1
                                                                                                                                                                                                                                                                                                 STATUS

                                                                                                                                                                                                                                                                                                               Preliminary Design
                                                                                                                                                                                                                                                                                                                         The copyright of this drawing belongs to BMC Ltd
50CHS stub welded to 8mm steel plate to match width
                                                                                        of existing truss top chord and fixed in place with 4No.
                             150PFC strong back with 50x4.5 CHS                         Lindaptors. CHS to protrude through roofing with
                             horizontal strut to truss top chord of roof truss          Dektite flashing. 8mm cleats welded to CHS's and
                             to match truss spacing (approx 3.4m c/c). Fix              bolted together with 1No. M12 Galv. bolt.
                             to URM with Python MT screws @600c/c
                             100x75x8mm steel cleat with 5mm
                             FWAR. Cut slot into CHS and fix
                             to cleat with 1No. M12 Grade 8.8

                   110
                             bolts
900

           240
                                150

                                      Roof diaphragm fixing to URM walls to be improved with additional M16
                                      chemical anchors to URM, @ spacing indicated on Sheet S0-00 ,embedded
                                      to within 50mm of outer face of wall and Ramset Chemset 101

       1         Typical Parapet Fixing Detail
                 Scale 1 : 20 @ A1

                                                                                                                                                             150
900

           240

                                                                                                                                                             150
                                                                                                                                                                       Floor structure to be strongly connected to URM walls around entire
                                                                                                                                                                       perimeter (All diaphragms at all levels). Diaphragm fixing consists of a
                                                                                                                                                                       fabricated 200x100x8 steel angle cut 80mm long with 2-M12 coach bolts to
                                                                                                                                                                       timber joist and 1No. M16 chemical anchor to URM embedded to within
                                                                                                                                                                       50mm of outer face of brick and epoxied with Ramset Chemset 101. Note
                                150

                                                                                                                                                                       at sides of diaphragm where joists do not frame into URM wall, See
                                      Roof diaphragm fixing to URM walls to be improved with additional M16                                                            Section 4, S1-02.
                                      chemical anchors to URM, @ spacing indicated on Sheet S0-00 ,embedded
                                      to within 50mm of outer face of wall and Ramset Chemset 101

           350                                                                                                                                                                                                                                    C1    22/1/2019 Preliminary Issue of 100% NBS (IL2) Strengthening Requirements
                                                                                                                                                                                                                                                  REV    DATE                                         REASON

                                                                                                                                                                                                                                                  PROJECT NAME & ADDRESS

                                                                                                                                                                                                                                                        Southland Times Building
                                      Create strong back to support URM OOP with 140x45
                                      SG8 studs @400c/c with brackets @400c/c and
                                                                                                                                                                                                                                                        Strengthening Concept to
                                      150mm from each end
                                      Bracket to be 75x50x5 EA with 50 leg to wall cut
                                      50mm long drilled on one side for 1No. Python MT
                                                                                                                                                                                                                                                             100%NBS (IL2)
                                                                                                                                                                                                                                                         Invercargill, Southland
3960

                                      Screw and drilled on the other side for M12 coach bolt.
                                      Attempt to line up brackets with center of brick to avoid                                                                        Create strong back to support URM OOP with 140x45
                                      fixing into mortar joints.                                                                                                       SG8 studs @400c/c with brackets @400c/c and
                                                                                                                                                                       150mm from each end
                                                                                                                                                                       Bracket to be 75x50x5 EA with 50 leg to wall cut
                                                                                                                                                                       50mm long drilled on one side for 1No. Python MT
                                                                                                                                                                       Screw and drilled on the other side for M12 coach bolt.
                                                                                                                                                                       Attempt to line up brackets with center of brick to avoid
                                                                                                                                                                       fixing into mortar joints.

                                                                                                                                                                                                                                                  SHEET TITLE

                                                                                                                                                                                                                                                              Strengthening Typical
                                      Connect top and bottom of studs to new 140x45 SG8
                                                                                                                                                                                                                                                                    Details 1
                                      timber plates with Lumberlok Multigrip each side.
                                      Coach scre timber top and bottom plate to joist with
                                      M12 coach screw 150mm long @400c/c
                                150

                                                                                                                                                   350
                                                                                                                                                                       Connect top and bottom of studs to new 140x45 SG8
                                                                                                                                                                       timber plates with Lumberlok Multigrip each side.
                                                                                                                                                                       Coach scre timber top and bottom plate to joist with
                                                                                                                                                                       M12 coach screw 150mm long @400c/c
                                      Refer to floor diaphragm connection
                                                                                                                                                             150

                                      details on Sheet S1-02 for details                                                                                                                                                                                           Level 3, 99 Ardmore Street, Wanaka, 9343, Tel : (03) 443 4531
                                                                                                                                                                                                                                                              Email : tech@bmconsult.co.nz           Web : http://www.bmconsult.co.nz

                                                                                                                                                                                                                                                  OFFICE                           SCALE @ A1                       SCALE @ A3

                                                                                                                                                                                                                                                          Wanaka                              1 : 20                           1:40
                                                                                                                                                                       Refer to floor diaphragm connection                                        DRAWN BY                         DESIGNED BY                      CHECKED BY
                                                                                                                                                                       details on Sheet S1-02 for details                                                     JW                               JW                              WH
                                                                                                                                                                                                                                                  PROJECT NUMBER                             SHEET NUMBER                             REVISION

                            2         Typical 2nd Floor Wall OOP Detail                                                                                  3         Typical 1st Floor Wall OOP Detail                                                     1711-2266                                         S1-01                        C1
                                      Scale 1 : 20 @ A1                                                                                                            Scale 1 : 20 @ A1                                                              STATUS

                                                                                                                                                                                                                                                                Preliminary Design
                                                                                                                                                                                                                                                                          The copyright of this drawing belongs to BMC Ltd
In-fill window with 25 MPa concrete to
                                      Connect top and bottom of studs to               1200mm (or to match spacing of joists) wide strip of                                                     match wall thickness with HD12
                                      new 140x45 SG8 timber plates with                new plywood flooring around perimeter of all

                                                                                                                                                                          200
                                      Lumberlok Multigrip each side.                   diaphragms (to match existing flooring thickness). Fix
                                                                                                                                                                                                dowels/starters @350mm c/c each
                                      Coach scre timber top and bottom                 around perimeter to joists/nogging as per Ecoply                                                         face into existing URM wall drilled

                                                                                                                                                            75
                                      plate to joist with M12 coach screw              specifications for diaphragm fixing.                                                                     and chemically anchored 200mm with
                                      150mm long @400c/c
                                                                                                                                                                                                Ramset Chemset 101 and lapped
                                                                                                                                                                                                400mm with SE72 mesh. Ensure
                                                                1200                                                                                                                            HD12 bars are drilled central to bricks
                                                                                                                                                                                                at outer face.

                              100 65 35

                                                                                                                                                                                          200
                                           80

                                                Refer to Sheet S1-00 for spacing of fixings at 1st and 2nd floor levels at different locations around the
                                                building.
                                                Install a new fabricated 200x100x8 steel angle cut 80mm long with 2-M12 coach bolts to timber nog
                                                and 1No. M16 chemical anchor to URM embedded to within 50mm of outer face of brick and epoxied
                                                with Ramset Chemset 101. Provide 2-3 bays of solid blocking (minimum 1200mm width from wall
                                                face) and fix across joists with 3No. 9.x3.15mm skew nails each end and Lumberlok MultiBrace
                                                Strap as shown with red dashed line.

                                                                                                                                                            75
                                                                                                                                                                   75                75

4   Typical Floor Diaphragm Parallel
    Scale 1 : 10 @ A1
                                                                                                                                                            6    Typical In-Fill Detail
                                                                                                                                                                 Scale 1 : 20 @ A1                                                        C1    22/1/2019 Preliminary Issue of 100% NBS (IL2) Strengthening Requirements
                                                                                                                                                                                                                                          REV    DATE                                         REASON

                                                                                                                                                                                                                                          PROJECT NAME & ADDRESS

                                           Connect top and bottom of studs to new 140x45
                                           SG8 timber plates with Lumberlok Multigrip each
                                           side. Coach scre timber top and bottom plate to joist
                                           with M12 coach screw 150mm long @400c/c
                                                                                                                                                                                                                                                Southland Times Building
                                                                                                                                                                                                                                                Strengthening Concept to
                                                    1200mm wide strip of new plywood flooring around                       New nogging installed to
                                                    perimeter of all diaphragms (to match existing flooring                provide fixing for new plywood
                                                    thickness). Fix around perimeter to joists/nogging as
                                                    per Ecoply specifications for diaphragm fixing.
                                                                                                                                                                                                                                                     100%NBS (IL2)
                                                                                                                                                                                                                                                 Invercargill, Southland
                                                                1200

                        100   65 35
                                      80

                                                                                                                                                                                                                                          SHEET TITLE

                                                                                     New intermediate nog if required.                                                                                                                                Strengthening Typical
                                           Refer to Sheet S1-00 for spacing of fixings at 1st and 2nd floor levels at
                                                                                                                                                                                                                                                            Details 2
                                           different locations around the building.
                                           Install a new fabricated 200x100x8 steel angle cut 80mm long with 2-M12
                                           coach bolts to timber joist and 1No. M16 chemical anchor to URM
                                           embedded to within 50mm of outer face of brick and epoxied with Ramset
                                           Chemset 101.

                                                                                                                                                                                                                                                           Level 3, 99 Ardmore Street, Wanaka, 9343, Tel : (03) 443 4531
                                                                                                                                                                                                                                                      Email : tech@bmconsult.co.nz           Web : http://www.bmconsult.co.nz

                                                                                                                                                                                                                                          OFFICE                           SCALE @ A1                       SCALE @ A3

                                                                                                                                                                                                                                                  Wanaka                       As indicated                     Indicated x2
                                                                                                                                                                                                                                          DRAWN BY                         DESIGNED BY                      CHECKED BY

                                                                                                                                                                                                                                                      JW                               JW                              WH

5   Typical Floor Diaphragm Perpendicular                                                                                                                                                                                                 PROJECT NUMBER                             SHEET NUMBER                           REVISION

    Scale 1 : 10 @ A1                                                                                                                                                                                                                            1711-2266                                         S1-02                        C1
                                                                                                                                                                                                                                          STATUS

                                                                                                                                                                                                                                                        Preliminary Design
                                                                                                                                                                                                                                                                  The copyright of this drawing belongs to BMC Ltd
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