9506 7TH AVE SE 2024 Plans 2025-08-20

O Ua LLs w: U r� � z ASh/ A FLOOR FRAMING PLAN NOTES: ---- ---- 1. Floor Sheathing s t icir &G(Panel Span Rating 461241 with long dimension perpendicular to supports.Glue Sheathing to ad Framing Mambers and Blocking below with adhesive contormirg to A.P A.Specir ation AFG-0l.Fastan Sheathing to -naming with 0A 31"0 x 2Y,'Nails or Simpson WSV#9z2Y,'screws as follows: �\ Framing,Edges 6"oc M w Framing,Field 10"oc KJ Boundaries,Blocking.Struts 6"oc H J S1L41, � SOg ro Ar areas moldered as Blocketl Diaphragm,provide 2x Flat Blocking(r,ar General SVUUumI Nolesj al all Unf,antad Sheathing PanaI LIJ ea ' Edges.Fasten Sheathing[o Framing and Blocking with 0.13t"0 x 2Y"Nails or Simpson WSV#9x2Y"su ews as follows'. a Frammg,Edges 4"oc Q 1 F} -- 1 Framing,Enid 10"oc I Boundaries.Blocking,Struts 4"oc - 'F--li-'- A-t'=" - p'Ly'6 See Draw ngs for de,r Sheath rig Nailing requirements. 'ALL 5HTG WALL SHTG -ONT.THRU -- CONT.THRU 2, Floor Frammg shall be as indicated on plan.Refer to General SGuttural Not f ih qu Is. ' ;ORNER _ IL1 "'"-- CORNER P16 O Z ROOF FRAMING PLAN NOTES: _ O II-(2) (2)CSi6x3'-0•'- 3. Root She th g hit be rs thck(Panel Span Rating 24/16) Fester Sheathing jo Fram w th 0.13I"p x?Y,'Nails as rollows: I BEAN I ,E- I I BEAM TO EA. Frammg Edges 6'oc J F— I PLATE Framing Field Qroc Q LOW RD(. -(. -- I I Boundaries Blocking,Struts 6'oc TRUSSE_ 1- 12 tter�d tretwee 1 each Framnm Me .See Drawings for od'ei W - 1 At Unfran dP IEtl v 4 r _ ---�SUS SO6 9 Prov Ge PSCA F rg Clp 9 J I'I IL Sheathing N I'9 V ants = w 4 11 III w LOW...od TRUSS 11 (j dL At areas d t d el ked Diaphragm p vide z Flat Block ny spar 2"eneral 51ruciural Nole.'at all(Inlrarned Sheath 1g Panel on 2 aS I_I O Edges.Fast-Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows: 1 Q. „o= Framing Edges 4"oc -1I o I Imo" Framing,Field 12'oc a` .` _ I Ir U -'i w HHUS5.50/10 Boundaries BI cking Struts 4'oc w j I I See Drawl gs for other Sheathing Nailing equiremenls. L C rL __ I GLB PER SO4 2 i I < l 4. Roof Framing shall be as'idicaled on Flan Rarer to General StruUural Notes. T 16 I I e. Trusses marked SGu1 shall be designed to aoodmmisdble me i td toted loads and connections. LLl i r b. L ednani r Members shall W 2vf -4 oc posted down to na 1 Gamin or as indicated by the �U ALL 1 rJ1PAlM>u 1 L,'+t_ SOa ALL FRAMING OR HARDWAREL i tit -I t 1.1 9 @"' pose naming w/2z4@48'oc.staggered NOT SHOWNO He Ir[, I I NOT SHOWN OR SPECIFIED Luss Manuracwrer. Q > I TO REMAIN U Rl IIAW.Er TO REMAIN UNCHANGED Lll III III III 7. Pruvde solid Flat Blocking at all Valleys.Fasten Shea0,,,g le Blocking-n accordance wth Note 3. O II 0 f^2 III 9 III 8. Pmvtde H2.5A Clip ea,Yi side or TLOK6 Screw eaGt ply a[2-ply or greater Girder Truss ands,typ O �. � Q WALL FRAMING PLAN NOTES: 9, z�terior Walls shall be Shear Wall type P1�6 with 2x6 Studs @ 16'aq u o.n --- - 6 interior Walls shall be 2z4 Studs @ 16 ec u o n. (� Where adjacent Shear Walls are w cunlact na I studs together per 3/SO6.See 1ISIM for spec ai swd reyu remenls at Shaar Wall �- I � types PI-3 Pt 2 and P2-2 UJ _ —1 10 11-11 s shall be 4zfi,u o it See Deland 1,11*50 CL O 509 L _ Q U ___-- i411- Built-up Stud Groups in Walls supporting Beams Posts or Order fnisse,above shah be(2)Studs.u.o.n.see General Skuclu2l Notes for laslening requirements. Llr T p 12. Sea 10/S06 for Simpson to USP hardware conveiaion table LL I SQ IY J LEGEND cX i ENDED GARAGE OP7IGIV-ALE_'. 3-CAR GARAGE OPTION-ELEV.'A' --- —— XX DETAIL CALL-Ol1T SX.X a SHEAR WALL BELOW PER SCHEDULE OF 1/S06 k od m I BEARING OR SHEAR WALL BELOW m F � I BEARING OR SHEAR WALL ABOVE d 4 (F) FLUSH FRAMED(BOTTOM FLUSH W/BO ROM OF FRAMING) 3 h� n �r POST BELOW �— G�i � PT.LD. BLOCK THRU FLOOR FOR POST ABOVE of --._I.... HDR HEADER PER PLAN NOTE 10 2 A B SO4AA(M) I