9532 7TH AVE SE 2024 Plans 2025-09-16

G F� LU T l7 Q 0 Vo �: L' w a r o� mco 3. z i Of[ASMi�. O sa16 r FLOOR FRAMING PLAN NOTES: 1. Floor heathing .tic G(Panel pan Rating 481241 with long dimens on perpendicular to supports.Glue Sheathing t0 all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01.Fasten Sheathing to Framing with 0.131"0 x 2J4"Nails or Simpson WSV#9x2Y"screws as follows, Framing,Edges I_.6"oc �„^.� LL Framing_Field 10"oc (� '�-��, -1 Boundades,Blocking.Struts 6"oc ' t —1 Al area indicated as Blocked Diaphragm,provide 2.Flat Blocking(per General Structural Notes)at ell Unframed Sheathing Panel 2 LLI dd Edges.Fasten Sheathing to Framing and Bmcking with 0.131"0 z 2Y^Nails or Simpson WSV#9x2Y"screws as follows: Framing,Edges 4'oc _ Framin field 10 E 0 Bountlarles Blocking,Struts 4'oc Q .,ea Devil for0ther Sheatlin Naln WALL SHTG A d A ' 9s g g iequvamenis WALLSHTG Z CD t.ON / ` -' CONT.THRU --- ------ 2. Fbor Franng shall be as dled pl .Refer to General Structural Notes for other requ remetis CORNER - --- -- CORNER O P1-6 ROOF FRAMING PLAN NOTES. Z '--G�(2) ,C (2)CS16x3'-0"- 1 li Sheathing shall be ro thick(Panel Span Rating 24%16).Fasten Sheathng lo Frain ng;d 0.111 0 x 2 —Nails as rollows: O I' 11 „L, I I BEAM TO F.A. Framing,EdgesF— ''I PLATE Framing,Field 12'oc Q LOW ROOT III I ( 12 Boundaries Blocking,Struts 6"oc W TRUSSES l i—--(JUb f S08 At Unframed Pastel Edges vide PSCA Framing Clips I.L) p g ps centered between each Framing Member.See Drawings far other T 24 0; ._C- Sheathing Nailing reyu remenls. li J III I (7 a N LOW ROOF I eW, Al areas indicated as Blocked Diaphragm,provide 2z Flat Blocking(par General Strudurm Notes)at all Unframed Sheathing Panel LL LL m ? TRUSSES w Edge.Fasten Sheathing to Framing g with Q d8 g y and Blocking m 0.131"0 z 2)<t"Nail6 as folows: Framing,Edges 4"oc -,o ---I�� GLH FEn 5 W p Ii�Co GLB PER SO4 Framing,Field 12"oc w —Hhd 156.i,G:n' w HHUS5.50110 R undarles,Bloc king,Struts 4"oc to I See Drawings for other Sheathing Nailing requirements. m i _ I � Q ��""" � 4. Roo!Framing shall be as Indicated on plan.Refer to General Structural Notes. (/S05 I _ 16 C7 I I 5 Trusses marked Sh ut shall be designed 1a.—anddate the indicated loads and connecaans /�/ ALL I kAIvIINi�ulAl �9 Q-( I I ALL FRAMING OR HARDWARE 6. Oveffram ng Members shall be 2x4 a@ 24 oc posted down to ue i framing below w/2z4 @ 46 oc staggered,or as indicated by the LLB W NOT SI111M,O r 1 I NOT SHOWN OR SPECIFIED Tress Manufacturer. O > !TO REMAIN U IAI 1, _ TO REMAIN UNCHANGED J III 7. Provide solid Flat Blacking at all Valleys.Fasten Sheathing to Blocking In accordance with Note 3. 11J b. Provkle H2.SA Clip each side or TLOK6 Screw each t 2-ply t Girder Trues ends,t p. O U. III 9 I pea ply pY or greater Y Q ,I \'u WALL FRAMING PLAN NOTES: r n >- �i \ I gxlo _ I li be shear�Irpe 1-6 wim x time @ 1'oc n o.n. U— `J I— <, Intanor Walls shell be 2x4 Studs @ 16 oc u 0 n V Where adjacent Shear Walls are,contact hall studs together per 3/S06,See 1/S06 fur spec al slud requirements at Shear Wall types P1-3 P1-2,and P2-2. O 10 Headers snail be 4x6,u o n See Detail l i 4/r 11. Built-up Stud Groups in Walls support ng Be-.,Posts or Girder cusses above shall be(2)Studs,u.o.n.See General Structural —7 V Notes for fastening requirements. {LL 12. See 10606 for Simpson to USP hardware conversion tableCC EXTENDED GARAGE OP7iC, 3-CAR GARAGE OPTION-ELEV.'A' LEGEND --__------ -_ _-- XX DETAIL CALL-OUT SX.X i� SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 m BEARING OR SHEAR WALL BELOW N f _ K BEARING OR SHEAR WALL ABOVE w cL (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o N 0 POST BELOW > W PT.LD. BLOCK THRU FLOOR FOR POST ABOVE 0: HDR HEADER PER PLAN NOTE 10 U 1 2 4 6 16 SO AA(M) va•=r-B^