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0 <br /> �o <br /> ur� <br /> W <br /> Q 7 3:F <br /> o in <br /> Z <br /> IL i >3 <br /> L iw <br /> mC <br /> m <br /> 0 <br /> Pj <br /> C7�:0. <br /> zi <br /> Wes <br /> 1 <br /> UTLU.' <br /> 6 21 16 a <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floorl Sheathing shall rs .tick (panel pan along /4)cadlongA.dimension pmpsn icu ar to supports hi heathing <br /> $09 S09 to all Framing Members and Blocking below with adhesive conforming to A.P.A.SpecRcation AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 21/j"Nails or Simpson WSV ithi"screws as follows: �1 <br /> P1-6 ----WALL SHTG p1-6 WALL SHTG Framing Edges 6"oc CO LL- <br /> ------ CONT.THRU CONT.THRU Framing,Field 10 oc J <br /> MONO END TRUSS CORNER MONO END TRUSS Boundaries,Blocking,Struts 6"oc <br /> CORNER ^ w <br /> A Zy� h�'*6 Edg—At Fasten ed as SheathingBlocked <br /> o Framing g end Blockinhragm,provideg <br /> 2x in 0.Blocking)per General Structural Notes)at all crews as Sheathing Panel J <br /> l gas. g o m g with 0.131"0 x 2 s"Nails or Simpson WSV M9x2X"screws as follows: (� <br /> Framing,Edges 4"Oc T Q <br /> 1 <br /> --- --� Framing,Field ,0"oc 10� <br /> I 1-8 Boundaries,Blocking,Struts 4'oc \../ Q <br /> CS16xT-0"-EA. CS16x3'-0"-EA. See Drawings for other Sheathing Nailing requirements. ' <br /> SIDE BEAM TO SIDE BEAM TO 7 <br /> 17 PLATE 11 PLATE 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. L Z <br /> sOrJ III S09 III ROOF FRAMING PLAN NOTES: O O <br /> 3. Root Sheathing shall be AS"thick(Panel Span Rating 24/16).Fasten SheaMig to Framing wkh 0.131"O x "Nails as follows: <br /> IM ALL FRAMING OR Fh IARE a ALL FRAMING OR HARDWARE Framing,Edges 6"oc Q <br /> Ilcgw NOT SHOWN OR 5- IED Ilr;°w NOT SHOWN OR SPECIFIED Framing,Red 12"oc Q > <br /> a 70 REMAIN UNCI '_D a TO REMAIN UNCHANGED Boundaries,Blocking Salts 6"oc <br /> -I K — O AI Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other J <br /> II69 I49 Sheathing Nailing requirements. —i <br /> MONO ROOF MONO ROOF At areas indicated as Blocked Diaphragm.provide 2,Flat Blocking Per General Structural Notes)at all Unframed Sheathing Panel LU <br /> TRUSSES 5Yx16%GLIB TRUSSES �' 5X2x16X2 GLB Per = Q <br /> a @ 24"oc (DROPPED) d (M 24"oc (DROPPED) Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Yj"Neils as fdbvn: <br /> _. raming,Edges 4"oc <br /> Ili HGUS5.50/10 II HGUS5.50/10 raming,Field <br /> Boundaries,Blacking,Salts 4"oc <br /> Sea Drawings for other Sheathing Nailing requirements. <br /> 12 I I 12 4. Roof Fram <br /> SOB ing shall be as indicated on plan Refer to General Strudural Notes. <br /> 08 T I Ar 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. <br /> III III B. Overfreming Members shall be 2x4 @ 24"oc posted down to main framing below w/2x4®48"oc,staggered,or as indicated by the O LLJ <br /> W <br /> Truss Manufacturer. <br /> Ili Ili 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking In accordance with Note 3. O Il <br /> ZyG I ,iy,6 <br /> 8. Provide H2SA Clip each side or TLOK6 Screw each ply at 2-ply cr greaser Girder Truss ends.typ. O <br /> N 4A0 I I a WALL FRAMING PLAN NOTES: 1' 11 <br /> IV <br /> 9. xtenor We s she a ear c,u.o.n. L.L. <br /> e win x to s 1 a <br /> MONO END TRUSS MONO END TRUSS lmer or Walls shall be 2,4 Studs @ 16'oc u o n U <br /> 1-6 Where sole ant Shear Wells are m contact nail studs together per 31S06.See 1/S06 for special stud requ rements at Shear Wall <br /> 16 [— _ _ types P1-3,P1-2 and P2-2 W O <br /> �— 18 L———— ——- 10, Headers shall be 06,u.o.n See Detail 13/4306. n <br /> e..r _U <br /> 11, Built-up Groups in e supporting Beams.Posts or Girder Trusses above shall be(2)Studs.u,o n.See General Structural A <br /> Notes tarr fastening requirements. � Q <br /> 12. Sae 10/S06 for Simpson to USP hardware conversion table. L <br /> EXTENDED GARAGE OPTION-ELEV.'A 3-CAR GARAGE OPTION-ELEV.'A' —' <br /> ..------------- --. . LEGEND <br /> X. <br /> DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> m <br /> 7 <br /> BEARING OR SHEAR WALL BELOW to <br /> F <br /> K <br /> BEARING OR SHEAR WALL ABOVE 0. <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) NN.mv <br /> G A <br /> 0 <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO41A(M) <br />