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QUNIT PLAN'C' Q UNIT PLAN'C' Q UNIT PLAN'C' Q UNIT PLAN'C' Q UNIR( B' l o J <br />I I I I I I <br />PLAN <br />SIMPSON <br />BOLT <br />DETAIL <br />CALLOUT <br />HOLDOWN <br />DIAMETER <br />REFERENCE/ <br />TYPE <br />NOTES <br />C " <br />O <br />STTRAPRAP <br />_ <br />14/SW U.O.N. <br />(2)CS16x48' <br />O <br />STRAPS <br />_ <br />14/SM U.O.N. <br />O- <br />NOT USED <br />- <br />O- <br />NOT USED <br />- <br />VERTICAL <br />O <br />-- <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />-- <br />iT/SOT U.O.N. <br />LAP BM 12' AND <br />O <br />CS16x30'STRAP <br />- <br />ATTACH TO <br />STUDS BLW <br />OB <br />HDU11-SDS2.5 <br />SB1x30 <br />1WS07 U.O.N. <br />PLAN <br />SIMPSON <br />CALLOUT <br />STRAP TYPE <br />DESCRIPTION <br />Ifl <br />CS16x36' <br />BEAM TO BEAM <br />�2 <br />(2)CS16x36"" <br />BEAM TO BEAM <br />�3 <br />CS16x36' <br />BEAM TO <br />TOP PLATE <br />�q <br />(2)CS16x36' <br />BEAM TO <br />EA. TOP PLATE <br />TRUSS/BEAM <br />�5 <br />HTS30C <br />TO TOP PLATE <br />TRUSSIB <br />© <br />DSC2R/LSDS3 <br />ATE <br />TO TOP PLATE <br />O <br />DSC5R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�8 <br />CS1SX36' <br />PLATE TO PLATE <br />PLAN <br />CALLOUT <br />EAM TYPE <br />TYPICAL SIMPSO <br />FACE MOUNT ER <br />3Yi 6Yf GLB <br />HUMUC412 ), u.o.n. <br />B2 <br />'xi "GLB <br />HUMUC (MAX), u.o.n. <br />B3 <br />4 1 "GLB I <br />H,PUM.N110, u.o.n. <br />(2) 2x required at <br />adjoining panel <br />edges <br />Edgers. Fasten Shaathing to Framing and Blocking with 0.131"0 x2K' Nails as follows: <br />Framing, Edges <br />4 M <br />Framing, Field <br />10"oc <br />Bountlaries, Blocking, State <br />4bd <br />as follows: <br />Sheathing Panel <br />Sae Drawings for other Sheathing Nalling requirements. <br />2. Floor Framing shall be 16K' Deep'4x2' Cartel Plate Trusses @ 24"m, u.o.n. Change spaying to 19.2"oi as required, to <br />meet the real requirements. Leading shall be as follows, u.ri <br />Top ChoN Live Loatl <br />40-psf <br />Top Chord Dead Loatl <br />10-psf <br />Bottom Chord Live Load <br />N/A <br />Bottom Chord Dead Load <br />5-psf <br />Maximum Live Load deflection shall be U600. Mvlmum Thal Load Dagestan shall be UQM. Refar to General Structural Notes <br />for other requirements. <br />3. Endt ssatstairw/"M@24-ocorPrP 'II.Pmvidemin.246pHdWIl dw)mnec WwallbelowperWSD6 <br />WALL FRAMING PLAN NOTES: <br />4. Exterior Wells shall be Shear Wall type Pl-6 with 2x6 Studer @ 16.1 u.o.n. <br />Interrx Bearing Walls shall W 2x4 Studs Sp 16"W, son <br />Dermal Walls shall be (2) walls with 2" All Eatlt wall shall [ 2 Suds ®16"m, u.o.n. Each wall shall be sheaf wM <br />1 layer of GAS in accordance with Architectural Drawings. <br />Whirs ad)acent Shear Walls are In named, nail studs together per 3 06. Sae VS06 for apetlal sod requirements at Shear Wall <br />types P1-3, Pi-2, P24, P2a, and P2-2. <br />5. Headers shall be 4xlD U.O.N. See Drttal IBIS06. <br />6. Built-up Stud Groups In Walls suppodirg Beams, Posts or Sister Trusses above shall be (2) Stands. uon. See General Structural <br />Notes for Listening requirements. <br />a <br />I <br />In <br />w <br />3 <br />< <br />3 <br />hire <br />ZWool <br />�DW <br />^V `J <br />W <br />E <br />O <br />O <br />o <br />W <br />0 <br />t <br />W <br />i <br />3 <br />0 <br />a� <br />cr <br />U <br />N <br />LL <br />�/'� <br />V) <br />W <br />Q <br />a <br />O <br />O <br />c� <br />LEGEND <br />8 <br />DETAILCALL-OUT x <br />sx.x CF9J} <br />SHEAR WALL BELOW PER SCHEDULE OF VS06 N(n <br />BEARING OR SHEAR WALL BELOW U D <br />EY Z <br />L _ _ _ J BEARING OR SHEAR WALL ABOVE U q <br />ILQ \ <br />A <br />POSTBELOW a <br />JOB NO.: <br />T\ 22-23944 <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />PLOT DATE <br />07115QOZ <br />HDR HEADER PER PLAN NOTE 5 <br />DATE: 07115/2022 <br />(F) FLUSH FRAMED IBOTT. FLUSH At BOTT, OF FRAMING) SCALE: W-1'-0' <br />DRAWN: BOB <br />% HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN CHCKD: RMH <br />0 1 2 4 8 6 <br />1/4'i J SO4 <br />