Laserfiche WebLink
7 c. <br /> W f: <br /> G - <br /> UX <br /> W M - LL'< <br /> mm <br /> r- <br /> 7 7 <br /> 3c; <br /> FLOOR FRAMING PLAN NOTES: <br /> 1, Floor Sheathing shall be%"Ihick T8G(aneI Span Rating 41/24ji wwth long dimension perpendicular to supports.Glue Sheathing <br /> to all Framing Mambere and Blocking below with adhaar-conforming to A.P.A.Speciftatlon AFG-01,Fasten Shaathing to <br /> Framing with 0.131"9 x 2K°Nails or Simpson WSV#9x2Y"suews as follows: �\ <br /> Framing,Edges1 61oc LL 1 Framing,Field 10"oc <br /> 1 Boundanes,Blocking Struts 6"oc J <br /> 11 At areas indicated as Blacked Diaphragm provide 2x Flat Block ig(per General Structural Notes)at all Uufranad Sheath,g Panel LU <br /> S09 <br /> screws as lof-a <br /> a) edges.Fasten Sheathing to Framing and-belong with 0.131 D x 2Y,_"Nails or Sknpson WSV#9xL z <br /> Framing,Edges 47oc Q <br /> if I I P1 6 Framing, Bl <br /> Boundaries,ts,Blocking,Salts 4 oc �� Q <br /> A�} WALL SHTG A 2Ky' See Drawings for other Sheathing Nailing requirements (� <br /> A11,1L SHTG _ _-..._ ' <br /> 7r iT.THRU CONT.THRU 1 Floor Fra n ng shall be as induaned on plan Refer to General Strucural Notes for other requirements. <br /> _i CORNER "" CORNER <br /> {f 1 P1-6 ROOF FRAMING PLAN NOTES: p <br /> (2)/ b , (2)CS16x3'-0"- 3- Roof Sheathing shall be m"th ck(anal Span Rating 24/16).Fasten SheaN ng to Framing wnh 0 i sf'O x 2Y-N a�follows O <br /> I cEr.fn I U Fi. I BEAM TO EA. Framing,Edges 6"oc J i- <br /> .I HI I E HF1 <br /> I PLATE Framing,Field 12"oc Q <br /> LOW i - I ' - <br /> 12 Boundar es,Blocking,Struts 6"oc <br /> TRUSSES, ', {-- ---1 QJ,) SgB At Unframad Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Draw ngs for uthe- Uj <br /> C; 4 =-FJ� \ - Sheathing Na rng haquireneems. <br /> .ImQ Imf. 2 <br /> (0 a LOW ROOF I I Ora Ar areas ntliceied as Backed 0 aphragm provde 2x Flal 8locbr y(per General SW chiral Notes)al all Unframed Shaathing Panel y W <br /> m ao N TRUSSES I w O Edges.Fasten Sheathing to Framing and 8kicking with 0.131 0 z 2Y'Nails as follows, Q <br /> m <br /> L 4� I Ix¢ Framing dges Aide <br /> _._{II m'- o IIo Frammg,Field 12"0c <br /> ICI ul - lrL wI HHUS5.50/t0 Boundanes IS Struts 4'oc <br /> I �/ _ � I Gop LB PER 504 See Draw ngs for other Sheathing- N iling requasments. <br /> I Q � 4. Roof Framing shall be as-ntlicaled on plan.Refer to General Structural Notes. <br /> /�fj t6 C7 I 5. Trusses marked Shut shall be designed to aarmnmodale the incl cated loads and connections 1 LLJ <br /> J�11 ALL FKAM NG 1 -i -_ �9 ALL FRAMING OR HARDWARE ...... N G <br /> - Pj I I 6 Cherfram ng Members shall be 2z4 @ 24 oc posted down t framing below w/2z4 @ 48 oc staggered,or as vdlcated by the LL j <br /> NOT H iNNr I I NOT SHOWN OR SPECIFIED Truss Manufacturer. <br /> O TO REMAIN UNCHANGED O W <br /> Pr-d,solid Flat Blo4tiry at all Valleys Fasten Sheathing to Bl..ing n accordance wrth Nate 3. ^^ <br /> S. Fmvide H2SA Cllp each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ante Iyp. O L.L Q <br /> �� I v2 III WALL FRAMING PLAN NOTES: iJ /n >- <br /> 9 Exterior Walls shall be Shear Wall t Pi-6 w th 2x6 Sluds 16'oc.u.o.n. LL (D <br /> nterior Walls shall be 2x4 Studs @ 16 oc,u o, <br /> Z <br /> Whore adjacent Shear Walls are n contact,na I studs together poi 31SO6.See 1/506 for spec al stutl requirements at Shear Wall <br /> __-,- NpesPt-3 Pi 2.andP2-2 W 5 O <br /> 10. Headers shall be 4x6 u o n See Dead 13/SO6. <br /> a Q U <br /> 11. Built-up Stud Grot ps in Walls supporting Beams,Posts or Girder i ruses above shall be(2)Studs,u.o.n.See General Structural <br /> Notes for fasteningrequirements. 0- Q <br /> 12. See 10/S06 for Simpson to USP hardware conversion tabie. D L <br /> EXTENDED GARAGE OPTION-_i_. 3-CAR GARAGE OPTION-ELEV.'A' LEGEND <br /> SX.X <br /> DETAIL CAILOUT <br /> a <br /> --------- -- -------- ------- - - — 1-X SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> be <br /> to <br /> r BEARING OR SHEAR WALL BELOW to <br /> F <br /> BEARING OR SHEAR WALL ABOVE it, <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> Q <br /> O EP <br /> POST BELO W <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 <br /> SO4.1A(M) <br />