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ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFiE5 <br />TO REMAIN UNCHANGED <br />.'"LAP LOWER <br />- {TE 1'-4" AND <br />- I TO FLAT 2x4 <br />"WIN STUDS <br />.0" LAP LOWE <br />{TE 1'4"AND <br />I,', ITO FLAT 2x4 <br />L-K:. fWN STUDS <br />ATTACH LOW — <br />ROOF TO BEAM <br />PER 11/S08, SIM <br />MONO END TRUSS <br />I ADJUST <br />LACING ASIIREOD <br />14 FOR <br />PLUMBING, TYP. <br />(SEE <br />S08 A6 <br />FOR PLUMBING <br />DROP <br />^,I I DIMENSIONS) <br />2x12 HF#2 col I <br />19-2"oc, TYP. <br />9 <br />LUS210, <br />TYP <br />UNO <br />S08 <br />5Ya x12 GLB (F).:.6 <br />HHUS5.5tU10 <br />4 <br />2 ,L}a 2v <br />a <br />x12 (F) ti <br />' <br />2 <br />O 3 <br />FLOOR FRAMING PLAN NOTES: <br />Jm 22 BOB <br />1- Flow heathing 5ha be'% trick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sh-ming <br />to aM Framing Members Blocking bebw <br />`ifb <br />0 +it 1 <br />and with adhesive confcrming to A.P &Specification AFG-01. Fasten Sheathing to <br />Framing wiN 0.131"0 z 2Y" Nails Simpson <br />or WBV pgx1Y_;' screws as follows: <br />Framing, Edges 6"oc <br />_ 4x12 (F) <br />Framing, Field 10"oc <br />Boundaries Bbcking Struts Soc <br />— - <br />f <br />At areas Ind wled as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel <br />(2)2 <br />P1 <br />W Edges, Fasten Sheathing to Framing and Blocking with 0 131 0 x 2Y' Nails or Simpson WSV M9z2}'. Swews as folows. <br />- <br />a Framing Edges 410c <br />Framing, Field 10"oc <br />Boundaries, blocking, Struts I 4"oc <br />I <br />S08 <br />See Drawingsfor other Shealhin Nagln <br />9 g requirements. <br />jfljf <br />2. Floor Framing shall ba as indicated on pier. Refer to General SuucWml Notes for other requirements. <br />ROOF FRAMING PLAN NOTES: <br />Sheahing sh be ts" 1Nck (Panel Span Rating 24/15) Fallen Sheathing le Framing with 0.131 "0 x "Nall as follows: <br />Framing, Edges 6"ac <br />re <br />6 HU212- <br />Framing, Field 12"oc <br />ti} +6 4 <br />SOB Q P SOB <br />xa <br />r�0 <br />Boundaries, Blocking, Salts 6"oc <br />(3)2x12 (F) bn' <br />�V, <br />Al Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other <br />+/-10'-6" 5yx15 <br />GLB (DROPPED) <br />PLAN O PLATE Sheathing Nailing requirements. <br />' <br />At areas indicated as Blocked Diaphragm, provide 2. Flat Blocking (per General Structural Notes) at all unnamed Sheathing Panel <br />HHUS5.50/10 <br />Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2y" Neils as follows: <br />Faming, Edges 4"oc <br />Framing, Field 12"oc <br />S08 <br />Boundaries, Blocking, Struts 4"oc <br />to LL, ) <br />See Drewmgs for other Sheathing Nailing requirements. <br />ILS <br />a. Rra Proof framing hall be as indicated on plan. Refer to General Structural Notes. <br />~ <br />O `- HT: <br />S. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. <br />IHOR2 <br />O n EA. SIDE BE <br />TO PLATE (2)2x8 <br />6. Ovedraming Members shall be 2x4 @ 24"oc posted down to tram framing below col 2%9 48"oc, staggered, or as indicated by the <br />II t _ HU212- <br />Truss Manufacturer. <br />ry�o N ?2 6 17 <br />7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance <br />+6" <br />H1412 <br />with Note 3. <br />(2)2v6 t rr <br />CONIT. 4x12 (F) <br />(MAX) <br />8 Provide H2.5A CI p each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ <br />WALL FRAMING PLAN NOTES. <br />P1-2 2 2x6 <br />E <br />9. Extengr Walls shall be Shear all type 1 weh 2z6 Stud. <br />L --- - - - <br />- - <br />Interior Walls shall be 2x4 Studs @ 15"ac u o.n <br />HUC26-2 2 <br />TO POSTe <br />5Y¢x15 GLB <br />Yvhere adjacent Shear Walls are in contact, nail studs together per W806. See 1/SO6 for spacial aWtl requirements at Shear Wall <br />types P7-3. P1-2. P2-2. <br />RAISED <br />(2)2x6 11 MONO <br />HEEL <br />TRUSSES <br />1 <br />S08 <br />and <br />10. Headers shall be 4.6. u.o.n. See Oefail 13/506. <br />BOB (dJ 24"a <br />SOB <br />8 <br />11, Built-u Stud Groups in Walls suppme Beams, Posts or Grow Trusses above shall be (2) Studs, u.o.n. See General Structural <br />HUC2 2 <br />Notes for fastening requirements. <br />(RIGHT <br />SIDE ONLY TRUSSES S09 TO POST <br />12. See 1US06 mr Simpson to USP hardware conversion table. <br />EXTEND <br />FULL LENGTH a 24"oc <br />OF <br />SHEAR WALL) <br />LEGEND <br />SX.X <br />DETAIL CALLOUT <br />1®- <br />SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />ia. <br />F <br />m <br />BEARING OR SHEAR WALL BELOW <br />m <br />r <br />BEARING OR SHEAR WALL ABOVE <br />a <br />(F) <br />FLUSH FRAMED (BOTTOM FLUSH W1 BOTTOM OF FRAMINGI <br />o a <br />POST BELOW <br />PT LD, <br />BLOCK THRU FLOOR FOR POST ABOVE <br />W <br />� <br />HDR HEADER PER PLAN NOTE 10 <br />0 1 2 4 8 16 ISNA <br />