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panel edges
<br />HOLD DOWN SCHEDULE
<br />SIMPSON DETAIL
<br />PLAN HOLDOWN BOLT REFERENCE/
<br />CALLOUT TYPE DIAMETER NOTES
<br />O CS16x48" _ 14/S06 U.O.N.
<br />STRAP
<br />O (2)CS16x48" _ 14/S06 U.O.N.
<br />STRAPS
<br />O— NOT USED —
<br />O— NOT USED —
<br />O VERTICAL _ BEAM TO POST
<br />HTS30
<br />STHD14 — iT/SD]U.O.N.
<br />hLAP BM 12- AND
<br />CS16x30"STRAP — ATTACH TO
<br />STUDS BLW
<br />UNIT PLAN 'C' I UNIT PLAN 'B' I UNIT PLAN 'C I UNIT PLAN 'B' � UNIT PLAN 'C
<br />(2) 2x at I
<br />I I (2) 2x at � panel edges I
<br />HORIZONTAL I DRAG STRAP SCHEDULE
<br />PLAN SIMPSON DESCRIPTION
<br />CALLOUT STRAP TYPE
<br />�1 CS16x36- BEAM TO BEAM
<br />�2 (2)CS16x36" BEAM TO BEAM
<br />�3 CS16x36' BEAM TO
<br />TOP PLATE
<br />❑4 (2)CS16xM' BEAM TO
<br />EA. TOP PLATE
<br />�5 HTS30C TRUSSIBEAM
<br />TO TOP PLATE
<br />© DSC2R/LSDS3 TRUSS/BEAM
<br />TO TOP PLATE
<br />O DSC5R/LSDS3 TRUSS/BEAM
<br />TO TOP PLATE
<br />�8 CS16x36' PLATE TO PLATE
<br />BEAM SCHEDULE
<br />PLAN BEAM TYPE TYPICAL SIMPSON
<br />CALLOUT FACE MOUNT HANGER
<br />61 3y2'xi6Yi GLB HUMUC412 (MAX), u.o.n.
<br />B2 5Y2'xl6Y2' GLB HUAIUC612 (MA)(), u.om.
<br />B3 6Yx"x16Y2"GLB HGUS6,66I10, u.om.
<br />Framing, Edgar 6"0
<br />kiiiiij F_^ uL
<br />panel edges
<br />At areas indicated as Goosed Diaphregm, provide 2x Flat ow linrj User wereas ermcwrei wMea) at all Untamed Sheathing Panel
<br />Edges. Fasten Sheathing to Framing and Bloclung with 0.131"0 x 2K' Nails as follows:
<br />c
<br />Framing, Field 10"oc
<br />Bountlades, Blocking, StMs 6"oc
<br />Framing, Edges 4"oc
<br />Framing, Field 10"OC
<br />BONntledes,earig NStMs meat
<br />See Drawings for other SM1eMM1ing Nailing requirements.
<br />2. Floor Framing shall be iBVe' Oeep'dx2' GOnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0
<br />meet lM1e tleBecflon requirements. Loading shall be as follows, u.o.n.: Loged
<br />Top ChoN Live Loatl 40-psf
<br />Top Chord Deatl Loatl 10-psf
<br />Bottom Chord Live Load NIA
<br />Bohan Chord Dead it be axis(
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
<br />UNIT PLAN 'C' I UNIT PLAN 'B' I UNIT PLAN 'C I UNIT PLAN 'B' � UNIT PLAN 'C
<br />(2) 2x at I
<br />I I (2) 2x at � panel edges I
<br />HORIZONTAL I DRAG STRAP SCHEDULE
<br />PLAN SIMPSON DESCRIPTION
<br />CALLOUT STRAP TYPE
<br />�1 CS16x36- BEAM TO BEAM
<br />�2 (2)CS16x36" BEAM TO BEAM
<br />�3 CS16x36' BEAM TO
<br />TOP PLATE
<br />❑4 (2)CS16xM' BEAM TO
<br />EA. TOP PLATE
<br />�5 HTS30C TRUSSIBEAM
<br />TO TOP PLATE
<br />© DSC2R/LSDS3 TRUSS/BEAM
<br />TO TOP PLATE
<br />O DSC5R/LSDS3 TRUSS/BEAM
<br />TO TOP PLATE
<br />�8 CS16x36' PLATE TO PLATE
<br />BEAM SCHEDULE
<br />PLAN BEAM TYPE TYPICAL SIMPSON
<br />CALLOUT FACE MOUNT HANGER
<br />61 3y2'xi6Yi GLB HUMUC412 (MAX), u.o.n.
<br />B2 5Y2'xl6Y2' GLB HUAIUC612 (MA)(), u.om.
<br />B3 6Yx"x16Y2"GLB HGUS6,66I10, u.om.
<br />Framing, Edgar 6"0
<br />kiiiiij F_^ uL
<br />panel edges
<br />At areas indicated as Goosed Diaphregm, provide 2x Flat ow linrj User wereas ermcwrei wMea) at all Untamed Sheathing Panel
<br />Edges. Fasten Sheathing to Framing and Bloclung with 0.131"0 x 2K' Nails as follows:
<br />c
<br />Framing, Field 10"oc
<br />Bountlades, Blocking, StMs 6"oc
<br />Framing, Edges 4"oc
<br />Framing, Field 10"OC
<br />BONntledes,earig NStMs meat
<br />See Drawings for other SM1eMM1ing Nailing requirements.
<br />2. Floor Framing shall be iBVe' Oeep'dx2' GOnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0
<br />meet lM1e tleBecflon requirements. Loading shall be as follows, u.o.n.: Loged
<br />Top ChoN Live Loatl 40-psf
<br />Top Chord Deatl Loatl 10-psf
<br />Bottom Chord Live Load NIA
<br />Bohan Chord Dead it be axis(
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
<br />BEAM SCHEDULE
<br />PLAN BEAM TYPE TYPICAL SIMPSON
<br />CALLOUT FACE MOUNT HANGER
<br />61 3y2'xi6Yi GLB HUMUC412 (MAX), u.o.n.
<br />B2 5Y2'xl6Y2' GLB HUAIUC612 (MA)(), u.om.
<br />B3 6Yx"x16Y2"GLB HGUS6,66I10, u.om.
<br />Framing, Edgar 6"0
<br />kiiiiij F_^ uL
<br />panel edges
<br />At areas indicated as Goosed Diaphregm, provide 2x Flat ow linrj User wereas ermcwrei wMea) at all Untamed Sheathing Panel
<br />Edges. Fasten Sheathing to Framing and Bloclung with 0.131"0 x 2K' Nails as follows:
<br />c
<br />Framing, Field 10"oc
<br />Bountlades, Blocking, StMs 6"oc
<br />Framing, Edges 4"oc
<br />Framing, Field 10"OC
<br />BONntledes,earig NStMs meat
<br />See Drawings for other SM1eMM1ing Nailing requirements.
<br />2. Floor Framing shall be iBVe' Oeep'dx2' GOnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0
<br />meet lM1e tleBecflon requirements. Loading shall be as follows, u.o.n.: Loged
<br />Top ChoN Live Loatl 40-psf
<br />Top Chord Deatl Loatl 10-psf
<br />Bottom Chord Live Load NIA
<br />Bohan Chord Dead it be axis(
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
<br />Framing, Edgar 6"0
<br />kiiiiij F_^ uL
<br />panel edges
<br />At areas indicated as Goosed Diaphregm, provide 2x Flat ow linrj User wereas ermcwrei wMea) at all Untamed Sheathing Panel
<br />Edges. Fasten Sheathing to Framing and Bloclung with 0.131"0 x 2K' Nails as follows:
<br />c
<br />Framing, Field 10"oc
<br />Bountlades, Blocking, StMs 6"oc
<br />Framing, Edges 4"oc
<br />Framing, Field 10"OC
<br />BONntledes,earig NStMs meat
<br />See Drawings for other SM1eMM1ing Nailing requirements.
<br />2. Floor Framing shall be iBVe' Oeep'dx2' GOnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0
<br />meet lM1e tleBecflon requirements. Loading shall be as follows, u.o.n.: Loged
<br />Top ChoN Live Loatl 40-psf
<br />Top Chord Deatl Loatl 10-psf
<br />Bottom Chord Live Load NIA
<br />Bohan Chord Dead it be axis(
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
<br />Framing, Edges 4"oc
<br />Framing, Field 10"OC
<br />BONntledes,earig NStMs meat
<br />See Drawings for other SM1eMM1ing Nailing requirements.
<br />2. Floor Framing shall be iBVe' Oeep'dx2' GOnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0
<br />meet lM1e tleBecflon requirements. Loading shall be as follows, u.o.n.: Loged
<br />Top ChoN Live Loatl 40-psf
<br />Top Chord Deatl Loatl 10-psf
<br />Bottom Chord Live Load NIA
<br />Bohan Chord Dead it be axis(
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
<br />See Drawings for other SM1eMM1ing Nailing requirements.
<br />2. Floor Framing shall be iBVe' Oeep'dx2' GOnneGp-Plate Trusses @ 26"CC, u o.n. Change 6paGng to 182"oc, a6 required t0
<br />meet lM1e tleBecflon requirements. Loading shall be as follows, u.o.n.: Loged
<br />Top ChoN Live Loatl 40-psf
<br />Top Chord Deatl Loatl 10-psf
<br />Bottom Chord Live Load NIA
<br />Bohan Chord Dead it be axis(
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
<br />Maximum Live Load tlefleGion shall be LI600. Maximum TMeI Loaf Deflection shall DB LI2d0. Refer to General Structural NMea
<br />fa other requirements.
<br />3. End pass at stair wl warts @26'oc or perMGtl. Provide min. 260 plf tlregloatl wlcmneMkrl to wall below per 9IS08
<br />Ir
<br />In[erKK 9earing W6113 SM1611 be 2%6 SYYtl3 9 I6"W, U O n.
<br />Demising Walls shell be (2) walls with 2' Air Space. Each wall shell be 2x4 Stutla ®18"oc, u.o.n. Each wall shall be aM1eametl with
<br />1 layer of GWB in accordance with Architectural Drawings.
<br />Where adjacent Shear Walls am in wnleG, nail stutla together per3506. See 1IS06 ror special sob requirements at Shear Wall
<br />types P1-3. Pi-2. P24, P2-3, and P2-2.
<br />6. Headers shall be eat U.O.N. Sae Detai1181S06.
<br />e. Built-up all Groups In Walls supporting Beams, Posts or Girder Trusses and" shall be (2) GWtls,uo.n. Gee General Gtrodurol
<br />Notes ror kalamng regMrementa.
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<br />X X DETAIL GALL -OUT
<br />7r�W
<br />SHEAR WALL BELOW PER SCHEDULE OF 11506 u
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<br />BEARING OR SHEAR WALL BELOW •.O f
<br />BEARING OR SHEAR WALL ABOVE v� �E
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<br />POST BELOW
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<br />JOB NO.:
<br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) 22-239-04
<br />PLOT DATE
<br />HDR HEADER PER PLAN NOTES 06/17I202:
<br />(F) FLUSH FRAMED (BOTT. FLUSH WI BOTr.OF FRAMING) DATE: 0611 ]/202'e
<br />SCALE: Y."=1'-0'
<br />HOLD -DOWN TO WALL ABOVE DRAWN: BOB ABOVE PER SCHEDULE ON PLAIN
<br />CHCKD: RMH
<br />0 1 2 0 8 16
<br />14'-1,SF K SO4
<br />
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