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

i k u a - " u Will f 1 fg- � z r �II z aFLOOR FRAMING PLAN NOTES. „T24 nl aimensan ocular to supports,clue 5neanrin 16 1T g shalll be�BG(Panel Sp R C g I+r r long perpang ':nforn ng toAP.A.Specficalion AFG01 Fasten Sheathing to S09 Iq all Frain tg Members and Black king below with dh 1 Framing with U.131"PI x 2y Nv Is or Simpson WSV a5x2Y-"rBWS ab t01BW3- co 7F.LI.S --- - -., WALL SHTG 1- Framing Field 10'oc LD CONT.THRU 8ountlaries,Blocking Slruls hoc )I:r r? CORNER ONO END TRUSS as rich cared as Blocked Deplvagm ph-de2x Flat Block,g(per General St1b.—1 Nuleal al all U,rr.,ned Sheathing Patel (jf A T J 4Zk6 Edges.Fasten Sheathing to Fran ng and Blo k'g wdr 0121 0 x 2/-Nails or S mpson WSV i/gx2) screws as follows: r11 I ffarmng Edges 4 oc = Q -- -- - i - -- -�- P1-6 Framing Fieltl 10'oc `� CS16z3'-0"-EA. Boundaries Blocking Struts 4 oc Q l: 1 C-FA. See Drawings for other Sheathing Na ling requirements. J �/ 61rE EEAIJI ro _ I SIDE BEAM TO FLATE 11 11 PLATE �.I 1 2. Furor Fran;,g:hall be as-ne oated on plan Refer to General Structural Notes for other require nests. III I S09 I SOS ROOF FRAMING PLAN NOTES. O Z - - I 3. Roof Sheathing trail ck(Panel Span Rat ng 24116) Faste r Sheath rig to Framing wim 0.131'0<2J'-.Na Is as follows: O -�FtD C.Ir WI i ALL FRAMING OR HARDWARE mot Faming Edges 6'dc �- OTS -- N NOT SHOWN OR SPECIFIED (7 w I Flouring:field 12"oC Q NTO REMAIN u d 11(EC { - - TO REMAIN UNCHANGEDa I Q Q I '" E oar g Blocking,Strut g Clips :.,red between each Framing Member.See Dawings for other Il.l T p e I At Unframed Panel Edges,provide PSCA Framing Clips rei J SheathingNailer is FRAMING C 1 1 AHI L y I grequ!remen'. NInNt RGG:° - M NO ROOF LLI C', �U At araaa rid dated as Blocked Daphrag n pmvde 2x Fla,B eLhmg Iper General 5fmc ural Nolesl al all Unframed Sheathing Panel V 15'.GLB TRUSSES 012)C�OP(D) I TRUSSES m I I Edges Fasten Sheathing to Fram,y and Blocking w th 0131 D x 2Y.'Nails as hallows: (DROPPED) ,1 wl c.� (DROPPED) C�24"oc a Framing Edges do Framm Field 12 oc _ I GU'd.5010-'i HOUS5.50/10 I Bouttlanes,Blocking Struts 4oc r\ (I III See Drawings for What Sheathing Na lu g req t { G I SOB I 4 Roof FremTg Tall be as ina car d on plan.R f t Gena i'Structural Notes. LLJ — - 5 Trusses marked Strut shall be dos g,ed to ac otl to in, rid led loads and connermu 1s M, 6. Oveh string Members shall be 2,4 @ 24"oc posted down to man framing below w/2x4 @ 48"11.staggered,or 2s'mdioated by the Truss Manufacturer. 10 Q r Prov de sot tl Flat 61ock ng at all Valleys.Fasten Sheath tg to 6101 ,g r accordance will,Note 3. 6. Prov de H2 6A Clip each side or TLOK6 Screw each ply at 2-ply or greater Ginter Truss ends,rip. O l WALL FRAMING PLAN NOTES: ILL-_ 8- teriar Walls shall be ear all type PIE w Ih 6 SI d F3+16 oc a o.n. - l,l.i -i.i- 1 ," - MOI10 END TRUSS Inter or Walls shall be 2.Studs @ 16 oc b.. Is I 7 U Where adlacenl Shear walls are,—1—sal atuds togatlial pal 31506 Sae 11506 for speadl SIUd renuilemenl6 al Sheal Wall Mr Ya L� ~ - _ types Pi 3 P1 2 and P2 2 IW ` O_ j i6 10 Headers shall be 4,1 S09 u.o.n.See Detail 13/SO6 I� F- 1'I. 9U111•up&0 G10gpS in Walls lh poning heaths.Posis of G'rdai Tr aces abode shall be ill Stud,u.o,, Sae can al sli..,cmral Notes for fastening requirements. 0 LL 12. See 1UI506 for Simpson to USP hardware conversion table 3"hR GArtAGE OPT I IN c!_ EXTENDED GARAGE OPl"ION-ELEV-'C' LEGEND -- L-_— I SX X DETAIL CALL-OUT k P1- SHEAR WALL BELOW PER SCHEDU!.c OF IlSOG Iru 1 u �� BEARING OR SHEAR WALL BELOW � I BEARING OR SHEAR WALL ABOVE w 1 to. (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o Q N POSTBELOW -L- - to PT,LD. BLOCK THRU FLOOR FOR POST ABOVE HOP HEADER PER PLAN NOTE 10 0 1 2 4 8 16 S-504.1 C