9584 7TH AVE SE 2024 Plans 2025-09-16

O r 0 50 1'v W L9 �l n r, u = _0 w U. i .t wy ¢ a �_j rr mO m on l� fl 7. `0 _ W6 `'*s K FLOOR FRAMING PLAN NOTES:Sheathing 3 a 1 rck (anal pan sling 48124j wiimena on perpendicular to 6upport6. lue Sheathing to all Framing Mambers and Blocking Ualow with adhesive confon,mg to A.P.A.Specihcation AFG-01.Fasten Sheathing to Framing with 0.131"0 x?K'"Nails or Simpson WSV#gx2,"screws as follows: �..� Framing,Edges 6"oc co W Framing,Field 9__ 10"oc Boundaries.Blo,kin Salts 6'oc 1 6 J "'t _I S09 tO At areas indicated as Blocked Diaphragm.provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 2 LL I Edges.Fasten Sheathing to Framing and Blocking with 0 131 0 x 2Y"Nails or S'mpaon WSV#9x2Y,screws as follows. Ur _ Framing,Edges 4"oc Q r 1 h Foul nest, 1 10'oc Boundaries,Blocking,Struts 4'00 — ^I WALL.;IiTG �� WALL SHTG 4V'n6 See Drawings for other Sheathing Nailing requirements CON L THRU CONT.THRU—.------ 2 Flour Fra mm� hall be a:indicated on I Rarer to General Structural Notes for other requirements. t C,RNEH —.._ 1 CORNER gs Pan l2) + u 1 ROOF FRAMING PLAN NOTES. Z (2)CS76x3-0- 3. Roof S e_a hmg sha I e thick(anal Span acing 24/16).�slen Shaatlt ng�remirngwlm o ui e x z7z�Ndl:as follows: O _) BEAM t u I,, I BEAM TO EA. Framing,Edges 6"oc 1— i'LA7 E PLATE Framlog,Fie d 12 oc Q LOW kG�r 1- I 12 Bountlades Blocking,Struts 6'oc W TRUSSES \ - 4 i�tl,I At Unframed Panel Ed es, r tl PSCA Framin Clips centered between each Framing Member.See Drawings f J 24'a: -�2 1. 508 g e ts,e g ps<en are g gs ur other Sheathing Nailing requirements. c'i It7 W LO W ROOF ° W a V1 TRUSSES III V w Al areas indicated as Blocked Diaphragm,Provide 2,Flat Blocking(per General Structural Notes)at all Unframed S11-thing Panel q r C y I Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2u"Nails as follows: @ 24'O0raming,Edges 4"oc —III p II O Frammg,Field 12'oc z I -Hi t �5 x HHUS5.50/1O Boundaries Blocking,Struts 4'oc -- - J __ W / 1 t,fci, I I Se re Sees Owings for other Sheelh ng Nailing requrtamenls, GLB PER SO4 4 Roof Framing shall be as indicated on plan Refer to General Structural Notes, S 5. Trusses marked Slut shall be des pned to—modate the ndcated Iced,and connect ons. I I p'Ip' _ 18 Z rf ALL I HF S09 ALL FRAMING OR HARDWARE 8 Ovarf n ng Members shall be 2x4 @ 24'oc posted down to ma 1 framing below w12z4 Q 48 uc.staggered.or as indicated by the NOT I. NOT SHOWN OR SPECIFIED Truss Manufacturer. O �( ; j III 10 RL-v�.iN L, d.. I TO REMAIN UNCHANGED III 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. O w I-I LL. III 6. Provider H25A Clip each side or TLUK6 Screw each ply at 2-ply or greater Girtler Trues eras,typ. 0 WALL FRAMING PLAN NOTES: J f n \ 4x10 I z�jls shalla Shear Wall type 6 with 2x6 Studs 16`o J. L+'' Inter or Walls shall be 2z4 Studs Q 16 ort u Where adjacent Shear Wells are in contact,nail studs together per 3506,See 1/B06 for special stud reGuuernents at Shear Wall cr - —i types P1-3,P1-2,and P2-2. W 0 l 11 10, Headers shall be 4x6,u.o.n.See Detail 13/SO6. ,,I,,i L. so9 L-- ----- - - 11. Built-up Stud Groups in Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Stutls,u.o.n.See General Structural ^ 0 Notes for fastening requirements. Lje O 12. See 101806 for Simpson to USP hardware conversion rabic. D L EXTEIvOEu GARAGE OPTI_G_IV_-LI_t'v ',- 3-CAR GARAGE OPTION-ELEV.'A LEGEND' XX DETAIL CALL-OUT SX.X iQ. SHEAR WALL BELOW PER SCHEDULE OF 1IS06 F- m BEARING OR SHEAR WALL BELOW N r W BEARING OR SHEAR WALL ABOVE a (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W rmvr rQ v c POST BELOW W ' PT.LD. BLOCK THRU FLOOR FOR POST ABOVE � MDR HEADER PER PLAN NOTE 10 0 1 2 4 6 16 SO4.1 A(M) il4"e i'0"