9584 7TH AVE SE 2024 Plans 2025-09-16

W UG a 1 LL 2 j U _ a �F- m'� m a, n CJ 3J W � z - rT.t 1 6 u. FLOOR FRAMING PLAN NOTES: 1. loon .Sheathing shall e thick & Panel Span Rating 4624)with long dimension perpendicular fo supports Itaalhing to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01.Fasten Sheal'ning to Framing with 0.131 0 x 2Y'Nails or Simpson WSV#9x2Y'screws as follows'. j- Framing Edges 6"oc �y1 11 Framin Field 10"oc V�J �jJ LL Boundaries,Blocking Struts 6'oc J At areas ntliated as Blocked D' hre tl 2x Flat 81ok:ldn t SUO/ SOg ap gm prove e g(par General Slruclural Notes)at all Unframed Streaming Panel LL w'^ a Edges Fasten Sheathing b Frmri hg and Block ng w th(I1310 x V,Na Is or Simpson WSV#9x2Y•screws as follows: V _ Framing,Edges 4'oc ` P1 Framing,Field 10'oc 1 Q Boundaries Blocking,Struts 4'oc �i �ALI 'I-ITG nL'� WALL SHTG d21'6 See Drawings for other Sheathing Nailing requrements Ur III ON f 1 HRU _ _ CONT.THRU Floor Framing shall be as indicated on I Refer to General Structural Notes for other requrements. z 1 g pan. C'Of.NEF2 PI c _._-._. CORNER _. I ROOF FRAMING PLAN NOTES: Z (2)CS1&T-0"- oa eatnin hat be o 111 _ O 9 s (anal Span Rating 24/18).Fasten Sheathing to Framing w th 0.131"m xa Na Is as follows 't,7F I I BEAM TO E0. Framing,Edges 6"oc LOW ROu III i- LI PLATE Framing Field 12'oc � Q TRUSSES - �I I 12 Boundanes,Blocking,Struts 6'ocUj 24 _ I �SU(i� At Unframed Panel Edges provde PSCA Framing Clips centered between each Framing Member,See Drawings for other Ill4 W I I It,0 Sheath ng Nailing requaemems T w l I III dL o'2 al T USS SF III R At areas indicate0 as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel i• 5 I-IX to 24"od I I a O Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y'Nails as follows: m Framing,Edges 4"oc r..W �HHu ',1�,;� `4 IIr Framing Field r� w w I I HHUS5.50/10 Boundanes ts Bloclung Stru 4"oc -Lb F'EI..;1 I GLB PER SO4 See Drawings for other Sheathing Nailing requirements. y do - ^ i I 4 Root'Framing shall be as'ndiated on plan Refer to General SI uctural Notes F- _ IL 16 $ Trusses marked Strut shall be designed to accommodate the'U l d tl and connections 'As-' W ALL LFAMINf Of hU _I r- S0B .� I ALL FRAMING OR HARDWARE 6 Overframng Membere shall be 2,4 @ 24 oc posted down 10—n framing below w/2x4 Q 46 oc,staggered.or as indicated b the Li Z of 1 W I�ONTO SHOWN Oh r'Et li NOT SHOWN OR SPECIFIED Truss Manufacturer g at an Valleys.Fasten Sheathing to Blocking In accordance will Note 3. y O > 1 O REMAIN UNCHAIN,— I I I TO REMAIN UNCHANGED 7. Provide solid Flat Blocking J/ LLI ,•,�+ III s' III 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. O I..L O b• I s I I WALL FRAMING PLAN NOTES: —i !^ �- -i xtenar a Is she ba S ear type 1-6 with x6 Studs Q'6 ac u o.n. v I— �I. 4x10 a o.n ��+( Inter or Walls shall 11e 2x4 Stutls aQ 16'oc U I -- Where adjacent Shear Walls are i contact nail studs together per 3/SW.See 1/SDB far special stud nequnnements at Shear Well -- types Pi 3 P1-2 and P2-2 '1 ' O 11 - 10 Headers shall be 4x6,u.o n See Detail 13/S06, — -- _ 11 B'"I" Stud Groups n Wales supporting Beams Posts or Girder Trusses above shall be(2)Studs.u e.n.See General Structural Notes for fastening requirements. Li— Q 12. See 101S06 far Simpson to USP hardware conversion table. LL1 r � LEGEND EXl_EIvuEu_GARHGE OPTIGN 3-CAR GARAGE OPTION-ELEV.'B' — XX DETAIL CALLAUT SX. F¢- i®- SHEAR WALL BELOW PER SCHEDULE OF VS06 F m (— I BEARING OR SHEAR WALL BELOW m r BEARING OR SHEAR WALL ABOVE cL (F) FLUSH FRAMED(BOTTOM FLUSH W/BOT TOM OF FRAMING) W o Q N O o POST BELOW W PT.LEY BLOCK THRU FLOOR FOR POST ABOVE x HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 16 SO4.1 B(M)