9526 7TH AVE SE 2024 Plans 2025-09-16

W o = u c= E° a TLL 'w c7 7 . ze _ w- T-. y FSS%CNll.1�>'� FLOOR FRAMING PLAN NOTES: 1. Floor Sheathing shall be':'thick T8G(Panel Span ka0ny 45247 wish longmension pemendmular lib support> w�Sheaf to all Framing Me hers and Blocking below with ach—conforming to A.P.A.Specifirehon AFG-01.Fasten Sheathing to Framing with 0.131"0 x 2Y"Nails or Simpson WSV/FSx21'"scrawl as follows. Framing,Edges 6"oc M Framing,Find 10"oc H./ Boundaries,Blocking,Struts 6"oc I ' 11 AI areas ndioated as Blocked D'a h �••r•�b S09 p ragm,provide 2x Flat 131"01g(per General Structural Notes)al all Unw a, Mows trig Panel Edges.Fallen Sheathing to Framing and Blocking wish 0.131 0 x]yk'Nails or Simpson WSV#gx21.'-"screws as follows. Lij r n --- I a Framing,Edges 4"oc �,.J L� P1-6 Framing Field 10"oc Q Bountlaries Blocking,Struts 4'oc See Draw f other She tithing Q —WALL SHTG ks WALL SHTG g g Nailing g requirements. (.9 1 -- - CONT.THRU ------- CONT.THRU 2. Floor Framing shall be as indicaled on plan Refer to General Structural Notes for other equnements. OURNER CORNER ROOF FRAMING PLAN NOTES. O z (2)C516X3'-0"- 3. Roof Sheathing shall be'1,thick(Panel pan Rating 4/ Fasten Sheathing aming with 0131"0 x 2�N l follows 6E4v T', €I - BEAM TO EA Framing Edges 6"oc J Q PLATE .I PLATE -_ �� Framing,FLeltl 12'oc ' p! 12 LOW ROOF Boundares,Blocking,Stints 6'oc W ~S0g (; S08 TRUSSES At Unframed Pam]Edges,prov de PSCA Framing Clips centered between each Framing Member.See Drawings for other LLI m Q @ 24"oc Sheathing N 1 9 q- -hens. J \-Jd LL I� _LON. O L i TRUSS ;. a a I to At areas-dioared as Blocked Diaphragm.p-ides 2x Flat Block ng(per General SVuolural Notes)at ad Unframed Sheath ig Panel 1 0C LA-; r O 1. = Edges.Fasten Sheathing to Framng and Biac,dng wnn 0 131 O x 2Y.Nail,as follows 1 e o F Framing,Edges 4"oc Frammg,Field I12"x HHUS5.50110 l w a Boundaries,Blocking,Struts 4"oc GLB PER SU4 i GLB PER 504_ m Bee Drew ngs mr other Sheathing Nailing regmreprenls. I I�� m < 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. F— I II 6. Trusses marked Strut shall be designed to accommotlate the rndicalaU loads and connections. w ALL FRAMING OR H-RDA u t ALL FRAMING OR HARDWARE T i6 O S09 m ig Members shall be 2x4 @'24'oc posted dowr t framing below w/2x4 @ 48 ac staggered or as'nd sated by the NOT SFIO4VN OR PE iFl_G it NOT SHOWN OR SPECIFIED �, 6 Tribes Manufacturer O Q TO REMAIN UNCHANGEG I TO REMAIN UNCHANGED I < W 7- Provide solidBlocking at Flat Bl at all Valleys.Fasten Sheath ocki tg in Sheathing to Bl accordance with Note 3. //''�� 6 a Prov Ee H2 SA Clip each side or TLOK6 Screw each ply al 2-ply or greater Girder Truss entls.ryp. O In O II y� III o- WALL FRAMING PLAN NOTES _ '1J'1 I:.i a. EXlenor Walls shall be Shear Wall type P1-6 wiht 2x6 Studs @ 16 oc u o n U— Lill— L D Intenor Walls shall be 2x4 SWtls @ 16'oc u o n. + N P Where. Shedr Walls are in contact nail studs Together par 31SO6 Sere 1/S06 for special stud'eq.,em.h.al Shear Wall LL. Z .—._.. ~ types P1-3 P12 W O and P2 2 �— —� u d n See Derail 13/S06. I l I —— S09 "0 Headers shall be 4x6 ^ t SOs 11. Bulll-up Stud Groups in Walls supporting Beam Trusses s.Posts or Girder above shall be(2)Studs,u.o.n.See Ganerel Slbrwral I..{//•�L' e ` Notes for fastening requirements. i G 12, See 10/SD6 for Simpson to USP hard.—conversion table. j D LL r 7 I LEGEND S-CAR Gt;RAGE OPTION-ELEV.'>~_ EXTENDED GARAGE OPTION-ELEV.'A' — —T sX X DETAIL CALL-0uT a SHEAR WALL BELOW PER SCHEDULE OF IIS06 m � I (— I BEARING OR SHEAR WALL BELOW r i _ K BEARING OR SHEAR WALL ABOVE m — a (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) POST BELOW PT.LD. BLOCK THRU FLOOR FOR POST ABOVE HER HEADER PER PLAN NOTE 10 /4^_,•.g° 0 1 2 4 8 16 SO4.1 A l --