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(2)2x6 W/ <br />HUC26-2 <br />TO POST <br />ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED) <br />TRUSSES <br />-- �L (2>2lIG W1 @24'bc <br />(2)2x6 HUC26-2 <br />GABLE END TRUSS TO POST <br />`SHT' LEDGER <br />i6 PER I-S08 <br />S09 <br />EXTENDED FRONT PORCH OPTION - ELEV. 'B' <br />'T LAP LOWER <br />1"ttl aTE 1'-4"AND <br />AT TO FLAT 2X4 <br />3LJ 'WN STUDS <br />0 <br />K <br />O� <br />w� <br />2E'� <br />03 <br />D. LAP LOWER <br />SE 1W"AND <br />TO FLAT 2X4 <br />.31-1.: 'WN STUDS <br />TRUSSES <br />Q 24"oc <br />ATTACH LOW — <br />ROOF TO BEAM <br />PER 111S08, SIM <br />19.2'oc, TYP, <br />4e' <br />f417L((F) <br />tiry <br />(3)2xl2 (F) <br />+/-10' 6" <br />i0/10 <br />SIDE BEAM <br />PrTE ',I <br />�I r <br />(2)2x6 W/ <br />HUC28-2 <br />TO POST <br />1 <br />SOB <br />8 <br />SOB <br />(RIGHT SIDE ONLY <br />EXTEND FULL LENGTH <br />OF SHEAR WALL) <br />1"' <br />ADJUST (SPACING ASIREO'D <br />FOR PLUMBING, TYP. (SEE <br />A6 FOR PLUMBING DROP <br />^ I I <br />LL <br />DIMENSIONS) <br />III <br />N <br />' <br />LL210, 9 <br />TYP US08 <br />� <br />Syz x12 GLB (Fj '� <br />I I <br />(MAX) <br />COINT. <br />4x*RAISED <br />\ 2 2xe 6 <br />5yzx15 <br />GLB <br />TRUSS <br />EL <br />'a' <br />MONO TRUSSES <br />D TRUSS <br />11 <br />®24"oc <br />SHTG LEDGER <br />S0g <br />PER 13 S08 <br />(2)2x6 WI <br />HUC26-2 <br />TO POST <br />—� FLOOR FRAMING PLAN NOTES: <br />mens�m perpendic r pports GI Sh aching <br />1 oor Sheath ng shall be'/.' thick Penal pan along 48124) with long dim -se"' <br />to all Fram ng Members and Block ng below w t adhesive conforming to A P A-Spwfcal on AFG-01. Fasten Sheathing to <br />Framing with 0,131 0 x 2Ya Nails or S mpson WSV #IBx2'� screws as follows <br />�1 <br />Edges 6' oc <br />ngg, <br />Z. <br />M <br />0 <br />Fie, <br />Framinld 10"oc <br />Bountlades, Blocking, Struts 6"oc <br />�/ <br />W <br />At areas indicated as Blocked Diaphragm, provide 2. Flat Blocking (per General Structural Notes) at all Unharmed Sheathing Panel <br />7 <br />LLI <br />Edges. Fasten Sheathing to Framing and Blocking with 0.131 "0 x 2Y" Nails or Surrason WSV #9x2)<r' screws as follows; <br />L / rt <br />Framing, Edges 4"oc <br />Q <br />Framing, Field 1D"oc <br />Bountlades, Blocking, Struts <br />See Drawings for other Sheathing Nailing requirements. <br />2. Floor Framing shall be as Indicated on plan. Refer to General Structural Notes for other requirements. <br />Ur <br />1 <br />ROOF FRAMING PLAN NOTES: <br />"Nails <br />O <br />O <br />Roof Sheathing hall be ,," thick (Panel Span Rating 24/16). Fasten SheaNing W Framing with 0.131" x as follows: <br />Framing, Edges 6"oc <br />z <br />_ <br />(— <br />Framing, Field 12"oc <br />Q <br />Boundaries, Blocking, Struts B.....� <br />At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. Sae Drawings for other <br />LLI <br />CS16X3'-0" - Sheathing Nailing requirements. <br />--I <br />PLATE TO PLATE At areas indicated as Blocked Ola hra Flat blocking (per General Structural Notes) al all Unframed Sheathng Penal <br />p ym, provide <br />W <br />Edges. Fasten Sheathing to Framing and Blocking with 0.731"0 x?Y" Nails as fogows: <br />with <br />m <br />Framing, Edges 4"oc <br />Framing, Field 12"oc <br />Bountlades, Blocking, Shuts 4"oc <br />See Drawings for other Sheathing Nailing requirements. <br />4. Roof Framing shall be es indicated on plan. Rater W General Structural Notes. <br />{� <br />1 <br />rx <br />5. Trusses marked! Strut shall be designed to accommodate the indicated loads and connections. <br />Z <br />6. Ovednain ing Members shall be 2.4 Q 24"oc posted down la main training below w/ 2x4 @ 48"oc, staggered, or as indicated by the <br />LLJ <br />Truss Manufacturer. <br />O <br />> <br />W <br />7. Provide solid Fiat Blocking at all Valleys. Fasten Sheathing to Blocking in accord— with Note 3. <br />O <br />ILL. <br />Provide H2.6A Cllp each side or TLOK6 Sciew, each ply at 2-ply or greater Girder Truss ends, yp. <br />J <br />Q <br />WALL FRAMING PLAN NOTES: <br />U— <br />�xtenor Is s al ear a I type P1S wi�x Stu 5 � 76'oc, u.o.n. <br />V <br />'It tenor Walls shall be 2x4 Studs Q 16"oc, <br />Where adjacent Shear Walls are in contact, nail studs together per 3/SD6. See IIS06 for special stud requirements at Shear Wall <br />types P1-3, P1-2, and P2-2. <br />U I C <br />O <br />10. Headers shall be 44, u.c.n. See Detail 131S06. <br />EL <br />< <br />V <br />11. Bulk -up Stud Groups in Walls supporting Beams, Poets or Girder Trusses above shall be (2) Studs, u.e.n. See General Structural <br />11. Wr fastening <br />M <br />q <br />requirements. <br />12. See 1OISO6 for Simpson to USP hardware conversion table. <br />LL <br />LEGEND <br />sx.x DETAIL CALL-0UT <br />a <br />g <br />SHEAR WALL BELOW PER SCHEDULE OF 1/506 <br />m <br />7 <br />II BEARING OR SHEAR WALL BELOW <br />m <br />C <br />BEARING OR SHEAR WALL ABOVE <br />a <br />G <br />(�F))//qy FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) <br />W <br />FO <br />0 <br />b POST BELOW $' <br />W <br />PT. LO. BLOCK THRU FLOOR FOR POST ABOVE <br />K <br />HDR HEADER PER PLAN NOTE 10 <br />0 1 2 4 8 16 <br />S 04 <br />B <br />