9596 7TH AVE SE 2024 Plans 2025-09-16

f- O W 0 =O U = x w h [14 W t �yl�r Ja J �6F A$HN. 1 11 La 11 a FLOOR FRAMING PLAN NOTES: 4 SU _ gOg 1. Floor Sheathing shall be'/."thick TSG(Panel Span Rating 48r241 viilh lory h-ninon perpendicular to supPOM1s.Glue Sheathing to all Framing Members and Blocking below with ad hesiva conforming to A.PA.Speufwlipn AFG-01.Fasten Sheathing to '--..I. PI- —P7-6 Framing with GA31"0x2z"Nails or Sampson WSV#9x2yy"screws as follows: _. WALL SHTG IFraming,Edges 6"oc M w CONT.THRU F amgl Field 10'oc �J J Boundaries Blocking Struts - 6'oc 0 CORNER - L1 j L ' ! + Al areasindicated Blocked Diaphragm,pr tl 2x Flat Block ny tper General Structural Notesl at all Unframed Breathing Panel �LLt�( Edges.Ed Fasten Sheathing to Framing and Blocking with 0,131 0 x V Nails or Simpson WSV a9x2Y"screws as follows z L/ I v -_._.._...... Framing,Edges 4". Framing,Field! 10"oc!I .c.... BEAM TO EA. Boundaries,Blocking,Struts 4"1c ��Qrr�� PLATE Sea Drawings for other Sheathing Nailing requ rements V 2, Floor Fram rig shall be as ind catetl on plan Refer to General SVuctural Notes for other requ rements ROOF FRAMING PLAN NOTES Q 3. RoorSherathing hall be is lh'k(Panel Span Rating 4/16).Fasten Sheathng�ram rig with G.131 0 x'i'Nals as follows: ` I to g F a trig Etlges 6"oc z Q o ii WARE G a ALL FRAMING OR HARDWARE Frain ng Field 12 oc I a "i ,GIFIED �p NOT SHOWN OR SPECIFIED Boundaries Blocking Struts 6'oc Z LLl .,i °'E. C Lftl.� NGED P I TO REMAIN UNCHANGED At Unframed Panel Edge.p 'de PSCA Frain rig Clips centered between each Framing Member.Sae Drawings for other J Sheathing N ik tg requirements, I I ' W Z _ Z At areas ndceted as Blocketl Oaphragm prov da 2,Flat BIocF rig(per Ganeral Structural Notes)at all Unframed Sheathing Panel Q W GLB PER S64 Edges.Fasten Sheathing to Foaming and Blocking with 0,131•0 x 2Y;Nails as follows:of - -' ROOF HHUS5.50/10 Framing,Edges 4"oc ¢ TRUSSES Framing,Field 12"oc .. (9 �d 24"oc I T Boundaries,Blocking,Struts 4"oc _ Sao Drawings for other Sheathing Nailing requirements. NI Ill I I 4, Rept Framing shall be ae indicated on plan Refer to General SwcWral Notes 12 5 Tn sses marked Shot shell be designed to accommodate[he indicated loads and connect ons LU _i G SOB 6. 0—framing Members shall be 2 4 Truss Man factorar. Q 24"oc posted down to main iraminp below w/2.4 @ 46'oc,staggered,or..indicated by Ore O j LLJ T. Provide solid Flat Blacking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. LU 4x10 0 S. Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O O p LAN NOTES: 9 ALL er or Walls FRAMING P be Sheorr a I type P1.6 with 2x6 Studs O 16 oc ap n — V I - Interior Walls shall be 2,4 Studs @ 16 oe,u.-, U - - � YMere adjacent Shear Walls are in contact nail studs together per 31506.Sea i/506 for special stud requ rements at Shear Wall 11 types P1-3.Pi-2 and P2-2 W C O G — k Og� $09 10 Headers shall oe 4.6,a o.n See Dntail 13/S06 L � V 11 Built-up Stud Groups in Walls supporting Beams.Posts or Girder Trusses above shall be(2)Studs.u.o n.See General Structural EX ENDED GARAGE Gr'i i0i, L_i_c 3-CAR GARAGE OPTION-ELEV.'D' Natea for listening raq.vamentit 0 12. See 101 for Simpson to USP hardware conversion table. LL Dn 7 LEGEND SX.X DETAIL CALL-OUT ®-X SHEAR WALL BELOW PER SCHEDULE OF WSW T! m IU BEARING OR SHEAR WALL BELOW F- BEARING OR SHEAR WALL ABOVE a (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) N N_ POST BELOW PT.LID BLOCKTHRU FLOOR FOR POSTABOVE K.. HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 16 SO4.1 D(M)