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UNIT PLA V UNIT PLAN'B' 3 UNIT PLAN'C' 4 <br /> N <br /> W1 <br /> "1 <br /> Q <br /> Si = <br /> 41,g- t sob/ sos sas/ sos= <br /> °> <br /> HDR HDR _ _ _- HDR <br /> 8/SO6 8/$OB 8/S06 <br /> BTL <br /> I ENGINEF1tING P.S. <br /> ' wounuee.w... <br /> I <br /> ..I. i xc..uuu. n.0 uca <br /> I Ed <br /> I <br /> SOB <br /> 0 <br /> x <br /> a <br /> ,� <br /> I. II 74 19 I `.14 1 - <br /> 509 n - \SO97 _ S09 <br /> o� <br /> , rsluan ssT oaroarzab <br /> 18 1 <br /> III <br /> �o' r <br /> -<a aQ - <br /> ¢a aQ <br /> Z <br /> i Q <br /> g ffi <br /> - 1 <br /> PRE-MANUF. O <br /> III _ROOF TRUSSES I O-- @ 24"oc,TYP. _ <br /> i Q <br /> 'o I <br /> � I 1 <br /> II <br /> I <br /> 0 <br /> IIr, <br /> O o = <br /> _ I ^` ca w I i6/SOB 181508 I 5. � 0 <br /> 1 0 <br /> HER HCIODR I <br /> —�- 4) <br /> \,S�}6 INSETGIRDERTRUSS *f <br /> '3�24'q P14 - -..'I 1,it B�SIM \,�\ry+�O INSETGIRDERTRUSS r3��+y I �9\ry+N INSET `y U <br /> (3-PLY MIN) >(3-PLY MIN) <br /> L LL <br /> U <br /> SrS `79 19-\ �11 _1 ___ —a/sos P1J - <br /> _ a <br /> HER SIM Y HDR a <br /> -END TRUSS SO6- .506, ,S09 END TRUSS 1 -r E Q <br /> �- -_ --- P1-3 <br /> I -1� 19` 1\ <br /> W <br /> BOB $O6: S 9 SO6 ZI W <br /> U' <br /> QILEGEND_ ROOF FRAMING PLAN NOTES: <br /> 1. Raaf Sheathing shall be 1,"thick CDX(Panel Span Ra9ng 24/16).Fasten SheaMing to Framing with 0.131"O x 2l,Nails as <br /> 7(7(� Framing,Edges ---- 6"oc r <br /> SX.X. DETAIL CALL-OUT Framing,Field 12"OC <br /> Boundaries,Blocking,Struts 6"0o rA <br /> -- -P7-X I SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 At Unframed Panel Edges,provide PSCA Framing Clips cantaretl b,waim—Framing Membe,See Drawings for other O or <br /> HORIZONTAL/DRAG STRAP SCHEDULE <br /> SheaMing Nailing requirements. s <br /> ----I BEARING OR SHEAR WALL BELOW 2. Roof Framing shall be Cannectar-Plate Trusses @ 24"ac,u.o.n.Refer to General Structural Notes. u <br /> c <br /> PLAN SIMPSON <br /> ALLOUT STRAP TYPE DESCRIPTION 3. Trusses marked Strut shall be designed to accomm loads <br /> otlate the indicated and connections. d <br /> C � <br /> POST BELOW 4. Ovemimring Members shall be 2,6 @ 24"oc ar per Truss Manufacturer.Post down to Framing Members below w/2x4 @ 48"oc, <br /> 1 C516x36' BEAM TO BEAM - staggered. <br /> S. Provide solid Flat Blocking at all Valleys.Fasten SheaMing to BI,c,g in acmo ,nm wiM Note 1. JOB NO.: <br /> 2 (2)C516x36" BEAM TO BEAM HER HEADER PER PLAN NOTE 8 6. Provide H2.5A Clip each side r TLOK6 Screw each ply at 2-ply,,greater Girder Truss ends,typ. 23-239-06 <br /> 3 CS1W6" BEAM TO (F) FLUSH FRAMED(BOTT.FLUSH w/BOTT. WALL FRAMING PLAN NOTES: PLOT DATE <br /> TOP PLATE OF FRAMING) T. E mnor Walls shall be Shear Wall type P1-6 with as Studs @ 18"oc,u.o.n. <br /> ------ -- -- - Interior Bearing Walls shall be 2x4 Studs @ 1V, u.a.n. 06/08/2023 <br /> 4 (2)C516x36" BEAM TO i Demising Walls shag be(2)walls with 2"Air Spam.Each wall shall be 2x4 Slutls @ 16"oc,u.o.n.Each wall shall be sheathed <br /> EA.TOP PLATE - with t layer of GWB in amordimm with Architectural Drawings. <br /> --- ------ - - - ------- OVERFRAMING PER PI-AN NOTE DATE: O6/08/2023 <br /> 5 HTS30C TRUSS/BEAM _ -..- Where adjacent Shear Walls are In contact,nail stun,together per TS06.See 1/S06 for special stud!requirements at Shear wall <br /> TO TOP PLATE typas pt3,P1-2,P24,P23,and P2-2. SCALE: Y4"=1'-0" <br /> TRUSS/BEAM B. Headers shall be4x10 U.O.N.See Detail 18/506. DRAWN: BOB <br /> fi DSC2R/LSD53 TO TOP PLATE CHCKD: RMH <br /> 9. Built-up Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Be,General Structural <br /> TRUSS/BEAM Notes forr fas fav tening requirements. <br /> DSCSR/LSDS3 TO TOP PLATE 0 1 2 4 8 18 BLDG SHEET NO.: <br /> 8 CS161W PLATE TO PLATE n C 0 n <br />