9594 7TH AVE SE 2024 Plans 2025-09-16

U` nn a w2 am C1 r e.t. I -- -- — c—r t'3%fifi yak .� (�rt,N4'yL 11� FLOORF hiNGP LAN NOTES 1812W5'lhI d'Hens on daalar to su pops.GI eSheatna 1. Floor Sheathing s II b '/.'thick T8G(Panel Span Rahn_ 9 perpe n P 9 Z1, to all Framng Members d Block ng below with adhes;-,-a f g t A P 11 Specifice(onanFramingwith0.13t 0x21<Na IsorSimpsonWSVa9x2Y�'r - as follows I _ _ Framing Edges 6"oc l '_ WALL SHTG Framing Field 10'oc :Ohl C IFU vR CONT.THRU CORNER ONO END TRUSS Boundar es,Blocking,Struts'. 6"oc l l�� --_ --L -..... q2 At areas nd -i-d as Blacked Diaphragm proud,2x Flat Block ng,per Gene-al Structural Notes,al all UN—red S1zaCn 1g Panel of Edges Fa Sh thing to Fla g m ng and Blocking with 0.131'0 x 2Y,Nails of Simpson WSV#9x2Y scr s as follow,. l rt _. Fr avig Edges 4"oc Q Far mng Field 10"oc B ndanes Blocking Struts 4"pc �/ t Ctr BEAM TO _ CSl6x3'-0"-EA. See Oraw y to, mer Sheathing N'I'g q i—ti ntit- SIDE BEAM TO 7 -P TE PLATE 2. Floor Framing shall be asindicated on plan.Refer to General Struclarai Notes for other requ remenle. L 1 I 11 III 1 ROOF FRAMING PLAN NOTES: O z S09F ii6SOB 3. Roof Sheathing shall be is thick(Panel Span Rating 24/16).Fasten ShealtJng to Framing with 0.131"0 x v'Na Is as follows' ALL FRAMING OR HARDWARE �o �Ii ALL FRAMING OR HARDWARE In o, IF., Edges _ 6 oc (— NOTSHOWN UR PECIHE) c9 n. I - _ NOT SHOWN OR SPECIFIED 0 a I Framing Field 12'oc Q TO REMAIN UN(HANGED o i t„ TO REMAIN UNCHANGED ,�j"a Boundanes Blocking Struts 6 oc -- -----'- x I At Unfraned Panel Edges pm,de PSCA Framng Clips centered between each Framing Member Sae Drawings for other LLJ Sheathing Nailing tequmentants. -j I Nllrgrlii, 'I RLI ?f 5Y%16Y GLB I' MTRUSSES F e At areas indicated as blocked Dephrag n provide 2x Flat Blocg perGeneral Structural Notes,at all Unframed Sheathing Panel IL (DROPPED) �y _ L121'�c �' � Edges Fasten Sheathing to Framing and Blocking with ✓.Nails as follows. 1I (DROPPED) @24"oo a Framing Edges 4'oc t` T� ./III. 5 su,'la illy I 11I HGUS5.50/10J Bo ndisri s,Blocking.Struts' 14'oc $ee Drawings for other Sheathing Nailing requ r-hisi s(. I l 12 4. Roof Framm9 shll be as indicated ona le.Rek,to General St-uc l tholes tura .p"n = _ 508 f 5 Tn sees marked Shut shall be designed to accommodate the'1 'tad loads and eo mecl-is w 6 Overfe ing M—low"i shall be 2.,1 -@ 2i oc posted down to taming below W 2x4 @ 48 x,staggered,or as U 1e scaled by the / -1 III Truss Manufacturer. U' C`1 } J7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Not.3. IL i ILL v 8. P d H2 5A GIW each side or TLOK6 Screw each ply at 2-ply or greeter Grtler Truss ends,ryp. O � Q _ WALL FRAMING PLAN NOTES: 1 r 1'1 =- 9. Est Its shall be hear Wall type Pt with 2x6 Studs @ 16 oc u LL NIOt-IG IrIU TRl MONO END TRUSS 1lter or Wails shall be 214 Studs @ 18 oc u o n. Z U Whets adjacent Shear Walls are n co nacl .it scuds together p;r 3/SO6 See 1/306 tot spec it stud equ ieme b at Sheaf Well O types Pi's Pi 2,and P2-2. 1 10, 1leeders shall be 4x6 u 0 n.See Cahill 131S06. 1...L 11. Built-UP Slid Groups in Walls supporting Beams Posts or Grdei Trusses above shall be(2)Studs,u.o.n.See Genaral Structural Notes for fastening requirements. Q 12, See 10/S06 for Simpson to USP hardware conversion labia. 3-CAR GARAGE OPTION--'L -' EXTENDED GARAGE OPTION-ELEV.V — - -- - LEGEND sx.xXX DETAIL CALL-JUT a Fp-l--x7 SHEAR WALL BELOW PER SCHEDULE OF'I/SOB I -- 7 BEARING OR SHEAR WALL BELOW m F IY L___ BEARING OR SHEAR WALL ABOVE d C (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) N y' � Co / POST BELOW LL PT.LD. BLOCK THRU FLOOR FOR POST ABOVE HDR HEADER PER PLAN NOTE 10 0 1 2 4 3 16 SO4.1 D