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

�G - 21 �•fl - O S 1111' Ll FT o �m ti r, , Ell wa= I 1,4 AS ,n %CNgL It+ 16 FLOOR FRAMING PLAN NOTES. 1. Floor Sheath g hall b /"thick 78G(Panel Span�ng 4848124)wilt long dimension perpendicular td suppury lue Sheath ng 509 to all Framing Members b tl Block ng below with atlhaei a conform ng to A P A Specifcafon AFG 01.Fasren Sheathng to Fran ng with 0 131 0 2Y"Na Is or S mpson WSV#9z2 screwa as follows'. /1 IFFir ing Edges 6'oc _. Ing Field 10"oc 1.1 - P1-6 WALL SHTG r U- W I:11 FW l MONO END TRUSS CONT.THRU Bo ban. Blocking,Struts 6"oc J CORNER ____ 4�, indicated es ping to Framing and po in 2z Flat Block g IP General impson al Notesl at all UnF'6rad Sheathing Panel ♦W♦��1 Edges Fasts t Sheathing to Fram ng and Blocking with 0 13t 0'2Y Nark or Simpean WSV#9x21z screw as follows. V Framing,Edges _ 4'oc T Q Y --�- Faming,Field 10"oc 1D L a vi P Boundaries,Blocking,Struts 4"oc �.r/ Q CS16x3'-0"EA. _ Sae Uraw ngs for other Sheathing Nailing g requirements L/ 9 -- - I SIDE BEAM TO Z Pl Sri- � ^. Floor Frarnn hall be as indicated PLATE 9 s plan Rere to General Structural Notes for other requirements. O z ROOF FRAMING PLAN NOTES: 0 3 Roof Sheathing shallThick(Panel Span Ratng 2W16) Fasten Sheathing to Framing w ih 013VO x 24"Nails as tailows. III _ DWARE I obis ALL FRAMING OR HARDWARE Framing Edges 6 oc C Q CO DIFIED I I d w NOT SHOWN OR SPECIFIED Framing Field 2 oc Q > _ I JGED is TO REMAIN UNCHANGED Boundanes,Blocking.Struts 6'oc i At Unframed Panel Edgesp,node PSCA Frain ng Clips centered between each —Member.See Draw ngs far other J I NS'. IIda Shi iigNaingrequrements. LIB V rS-Els MONO ROOF At areas ndicated as Blocked Diaphragm, de 2x Fiat Blocking General Structural Notes)at all Unframed Shealhin Panel T✓L'.SEJ t.. ro TRUSSESpion g(per g y - ' "„ 1 ,a'u, fF f. -- ,24"oc H�S APED) Edges,FasFfammgtFej�a raining and Blocki72"oC 0.13i P/x2K Nails as follows: _ _ a U I 110 I Boundaries,&,eking,Struts 4"oc S D a gs for other Sheathing Na tng requ nemesis 12 4. R f F g shall be as indicated on plan Rafe,to General Structural Notes I uG-I I S08 W ' I - S. Trusses'nark d Shut shall be designed to accommodate the ndicated loads and con,ect o is p III AT 6� z E 0, ,Ovefifarniny Moinge(6 shall he 2x4 Q 24 6c posters 9cwn to da,tainting below w/2x4 @ 48-staggeraJ.. as rn,..tad by it,. L Lu Truss t)b6anc. _,.,......_ I I Q U 5l—,ng n r—ounce with Note_'. Prov tle solid foal Blocking at all valleys Fast h ing 0 ,Zy,6 tl P—sle 112.SA Clip each title or TLOK6 Screw each pry at 2-A'or great.,G rd.,Truss anus.typ. Q WALL FRAMING PLAN NOTES' IZ /II f ILIJDTRUS 9 teflorWlllhs sshall be x4StWallrypePl- wth2x6Sruda 1- 1 MONO END TRUSS -xta-r r Walls shall Ibe Shear Studs Wall type oc11, Where atl.cent Shear Walls era u o t j t cd Hatt ,ail studs together Per 3 SU6.Be.i/SO6 for special stud requirements at Shea Well types Pi-3 P1-2 and P2-2 it 1 1 Z> O 16 L———— ——- 10 Headers shall be 4x8 u.o.n See Daunt t d/S06. S09 Q U_ 1 I. Built-up Stud Groups In Walls supposing Beams,Posts or Girder Ti--es above shall be(2)Studs,u.u.n.-,ee General Fluuaural ��j Notes for fastening requirements. m 12. Sea 1U/606 for Simpson to USP hardware conversion table. D LL L 1 D o Eu Gr RAGE 1 rhOf 3-CAR GARAGE OPTION-ELEV.'C' LEGEND _ XX DETAIL CALL-OUT SX.X 1®- SHEAR WALL BELOW PER SCHEDULE OF I/SOB � m BEARING OR SHEAR WALL BELOW h F W __] BEARING OR SHEAR WALL ABOVE d (F) FLUSH FRAMEO(BOTTOM FLUSH W/'OTIOM OF FRAMING) w non 0 N u POST BELOW W PT.LD. BLOCK THIRD FLOOR FOR POSTABOVE y HEIR HEADER PER PLAN NOTE 10 I 0 1 2 4 8 ifi S0)4.1 C(M)