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

o _ inn ! G . W W rT1. 115- FLOOR FRAMING PLAN NOTES: ----- 1. Floot Sheathing sha0 be'/," ide 8G(Panel Span Rating 4&241 with long dimension perpendicular to supports.Glua Sheathing [o all Framing Members and Rocking below with adhesive conforming la A.P.ASpecif,atd AFG-01.Fasten Sheathing to Framing with 0.131"0 x 2Y"Nails or Simpson WSV#gz2Y-.screws as follows: F— _ Framing.Edges 6"oc M W Framing,Field _ _ 10"oe J 71 Bou dar s,Blo k g Str is 6"oc i..o At areas d' t tl Bloo d D' h de 2z Flat Blocrt n j a S09 rge g Diaphragm, and Blocking with 0.131"Ox2YerNails.,Si,nPo1nWSV#ga2)'�alscrew insfolUwe 11rtg Panel LL W I E s.Fad— Sheathing to Fram! s a Framing,Edges 4"oc Framing,Field --- 1I., Boundariescr— ,Blockmg,Struts 4"oc `� Q ! d'G� p6 See Draw ngs for other Sheaths g Naling requirements. i Wi;LL SHTG WALL SHTG 'ONT THRU — CONT.THRU Floor Framin I ll be as'ndicated on Refer to General Structural Notes far other re I t 2 Framing pan quirernen s. (;ORNER PI CORNER P7-6 O z ROOF FRAMING PLAN NOTES. O - =Tv(2)l- I �. (2)CS16x3'-O"- 3. Roof Sheathing shall be 1F'ml k(Pan(Span Rating 24/16),Fasten Sheathing to Framing with 0A31-o xO�ails as follows: _ BE'(1t JE-.. I I BEAM TO FA Fram ng Edges 6'oc � � TL I PLATE Framing Field 12'oc ; LOW ROU '-{ 1 / I I 12 Boundanes,Bloating Struts fi'oc UJ TRUSSES I! 1r—� UB�J S08 A[Unframed Panel Edges prowtle PSCA Framing Cfps ce d b twee.each Framing Member.See Draw ngs fer other W O Sheathing Nail ng iequ mments = W I w LOW ROOF I ,w At areas Indicated as Bloated Dia hra H w'a m TRUSSES I I m d p gm,provide 2xth 0.13 g(p General Slows. l Notes)at all Untrained Sheathing Panel rq a Edges.fasten Sheathing to Framing and Black ng vaU O 1!t 0 x y Nails as follows.@ 2q"oc I><„o I Igo Framing,Edges 4"oc Framin Feld 1" c 9 I 2oc � Z HHUS5.50l10 Boundanes.Blocking.Str is 4'oc a w See Drawn for other Sheathing N'f GLB PER SO4 gs ng g requ rements - 4 Roof Framing shall be as nd¢ated on plan Reler to Genaral Sl vctural Notes. 1 ) -1 -11; 6 I I 5 Tmsses marked Strut shall be d..gned to acconrnodate i J t d ds and connections. Lu ALL h h,41]t� - ALL FRAMING OR HARDWARE 6 Overtrain itg Me nbers shall ba 2,4 r@ 24 oc posted down t a framing below wl 2.4 @ 48'oc.slag,—,i or as rq toted by the W I NOT Hr-Vw i!I I I NOT SHOWN OR SPECIFIED Truss Manufacturer O I III TO hLGA N UN. AI. TO REMAIN UNCHANGED W !, - III P Dude sold Flat Blockmg al all Valleys.Fasten Sheathing to Blockng r accordance With Note 3. O � u v de III III 8. P HL 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Order Truss ends,typ. J O 4 WALL FRAMING PLAN NOTESi 1- i I I & Exte dot Walls shall be Shear ail type P1 6 w th 2x6 Studs fry 16'oc,u o in. f-- Interior Walls shall he 2x4 Studs Q 16 oc u o n C) Where adjacent Shear Walls are n contact nail surds together per 3/SO6.Sea VS06 for spec al stud'aqu net ents et Shear Wail I— - - types Pt 3 PI-2.and P2-2 W O --1 10. Headers shall be 4x6,u.o See Dela'I 13/SO6. 11 L B.11.p Stud Groups in Walls supporting Beams Posts or G,J Trusses above shall be(2)Studs.u e n.Sea General Stuctural /�/� A<' U Notes for fastening requirements. LJ� 12. See 101S06 for Simpson to USP hardware conversion table. L L _:�fEtvuEU GARAGE OPTIC::. 3-CAR GARAGE OPTION-ELEV.'B' -LEGEND - XX 11—L CALL-0UT SX.X ----- - ----------- —. P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 m I-- I BEARING OR SHEAR WALL BELOW m F- Of Of BEARING OR SHEAR WALL ABOVE to. (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o to POST BELOW PT.LD. BLOCK THRU FLOOR FOR POST+uOVE C HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 76 SO4.1 B(M)