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

F;v I'd L9 U _ iL w a .. C, o� r r qg�z i IZ'•'i .N T. S -� -- / 35saa FLOOR FRAMING PLAN NOTES -- --- 4 9 l S00 9s .Ihck (Panel Span t 48/P41 'mI tl nslon p ppnns.-GI-SI II'ng to a II F ing Members and Blocking below with dh ' onle y t A.F A Sp-flea cn AFG 01 Fasts t Sha lh ty h thin al p g y —`par end wt 1 Fram no with 0.131"0 x 2W Nails or Stmpaon WSV#9 2✓acre s as follows'. " I--- ��1 __ Framinq Edges 6 SH oc �� LL j. I3I NU]kl1S CONTL THRU Framing Fieltl 10 oc W MONO END TRUSS CORNER Bountlades Blocking Struts 6 oc J I.� I� AU'xb Al areas'rdica ed as Blocked D aphrag n,prov tl 2 FI 1 BI king Ipar General SI1dds—1 Notesr t'II U I- ad SYaain ng Panel ••� W Edges,Fasten Sheathing to Framing and Blocking with 0.131 O x:YA Nola or S mpson WSV u9z2ji ewa as tollows o� -- - _ ---- Faming Edges 4 oc w� Q Framing leld 10 oc Q Boundaries Blocking Slruls 4'oc �'I r Sea Orawmys for other Sheath ng Nailing requirements. CS16%3'-0'-EA. Q I'I.'� � SIDE BEAM TO PLATE 2. Floor Frain ny shall be as and toted on plan.Refer to General Stdcdal Notes for other lequ re re I. rJu I 1 _ I I 11 Ili ROOF FRAMING PLAN NOTES. _ /"� Z —_._ 1 III IGED I l I m O ALTO REMAIN N OR HARDWARE NGED E 3. Root SheathingBwndartEd Blocking anel Span Ral ng 24/Y61.Fastec Shaath ng la Fralnmg w'm 0.131 0 2Y"Nall as Idluws. (°n O b c7 w NOT SHOWN OR SPECIFIED ma Framin Feld 12'oc `••' Q o DWARF `��`^' —7 road- Struts 6'oc ° < If K At Unframed Panel Edges p PSCA Framing Cllps centered belwea,,each Framing Member.See Drawings for other L2 W J I a Il Sheathing Nailing requirements. -,� J TiU�SLSF_�l MONO ROOF III E 113NO Rob W TRUSSES I' 5Y%16Y GLB At areas and n.as Blocked Del prov de 2x Flat Dock y(,r G cal Structural Notes)at all Unhanad Sheath ng Panel (DROPPED) Edges Fasten Sh Ih to Fra' bck ng g and Bing w Ih U 131 O 2/Na Is as follows'. Framng Edges —4'oc — _ Framing Field 12'oc _ I HGUS5.50/10 Boundares Block ny Struts 4'oc 12s 9 g req.cement- Be.See prawin f other Shaath N I 506 4. Roof Framing shall be as ndlcaled on plun,Refer to General Suuclr cal Notes. 1 I I S. Tr1 alas markad St,ul shall be designed to accommodale the indrealed loads and conneu ons W I I ,^r/ 1 III u. Ovadremr tg Members shall be 2x4 @i 24 oc posted dow'I to m:.11ra n'tg below w12x4 @ 48 oc slayyarau er as I jdi ted by the tee•• < IJf Truss Manufacturer. Prov de sot d Flat Blocking at all Valleys.Fasten Sheathing to a ock ng 1 accordance win Note 3. � � 1W ov de F12.6A Chip eech aide or TLOK6 Screw each ply 0 LL 4%10 14 y at 2 ply o g sate G'rder Truss ends,typ. WALL FRAMING PLAN NOTES: O If1N)FIND TRUSS 9T—Exley of Wa-Trlell ba Shear dI1tYPa pl-fi wllFi-2r6�u�u s�Q .o.n. ---"---- �,. -- MONO END TRUSS Inter or Walls shall be 2x4 Studs'16 uc u o.n Wx Z _. I. Ar Whore adjacent Shear Walls ara m contact na I studs together per 3/S06.See 1/S06 for s pedal stutl reyuuemants al Shear Wall ''•1 Z �. typos P7-3.P I-2 and P2 2 I.rW O -- 16 L____ __. 10. Handal shall be 4x6,u.o.n.See Data 1131SW.sos U It. Notes f Stud Groups in Walls suppoNny Bearre.Posts or Gnder Trusses above shall be(2)Studs,u.o n.S--General Structural ( LL NOIec for fastening requiremenU. s.y. ILiY. Q I L .l EI JL,tD GARAGE(: 12. Be-10/S06 for Simpson to USP hard—,.inversion table. D 1 L•i. D Q. r I ,r, 3-CAR GARAGE OPTION-ELEV.'D' D -- — —_ LEGEND XX DETAIL CALL-OU1' SX,X --- _— i ] SHEAR WALL BELOW PER SCHEDULE OF l,S06 dl N SEARING DR SHEAR WALL l3ELQW t a BEARING OR SHEAR WALL ABOVE a (F) FLUSH FRAMED(BOTTOM FLUSH W,BOI I OM OF FRAMING) N yy Lu o Q POST BELOW 0 0 PT,LD. BLOCK THRU FLOOR FOR POST ABOVE HDR HEADER PER PLAN NOTE 10 0 1 2 4 lc SO4.1 D(M) L