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0 <br /> 50 <br /> 50 <br /> W <br /> '^m <br /> l9 5G <br /> kz <br /> u T <br /> U0 = w4 <br /> LLx > <br /> w <br /> -M <br /> 68 <br /> min <br /> a+ <br /> w�K= <br /> u'3e7 <br /> z_ - <br /> . <br /> t <br /> sass <br /> E <br /> UhF1L <br /> FLOOR FRAMING PLAN NOTES: <br /> SD9 S09 1. Floor Sheath ng shot be'/.'th ck TSG(Panel Spar Rating 48/24)with long dimension perpendiwlar to supports.Glue Sheathing <br /> _ id all Framing Members and Blocking below with adhesive conforming to AP.A Spec f Wbon AFG41 Fasten Sheathing to <br /> VVAL L SHTG----- P1-6 WALL SHTG P1-6 Framing with 0131 0 x 2}i•Nails or Simpson WSV#gx2Yz'screws as MR.-. /.\ <br /> r Flaming,Edges 6"oc M U1 <br /> CORNER THRU <br /> �I ._ CONT.THRU Framing,Feld 10"oc _ <br /> r -... CORNER 4 __ Boundaries,Blocking,Struts 6"oc <br /> __ __ s A[areas indicated as Blocked Diaphragm,provide 2x Flat Block rig par General Structural Notes)at all Unframed Shsi rig Panel )f J <br /> Edges.Fasten Sheathing to Framing and Blocking with 0,131 0 x 2K"Nails or Simpson WSV tig rZk screws as follows- f 11 <br /> 1 I, (2)CS16x3'-0' I Framing,Etlges 4'oc Q <br /> 2jCS16x3-0" <br /> BFA A TO FA. - Framing.Field 10"oc <br /> PLATE iI I !` BEAM TO EA. Boundaries,Blocking,Salts 4"oc �� <br /> PLATE I Q <br /> 76 See Drawngs for other Sheathing Natl ng requrzem nts 7 d f1 <br /> S09 2 Floor Framing shall be as Indicated on plan Refer to General Structural Notes for other requ naments. ` Vr <br /> LOW ROOF S09 Z <br /> I' TRUSSES ROOF FRAMING PLAN NOTES <br /> @ Z4"oe 3. Roof Sheathing shall be s thick(Parcel Span Rating 24/46) Fasten Sheathing to Framing with 0.131"O x j'Nails as follows: O <br /> CD w m I Framing,Edges 6"oe I— <br /> ALL FRAMING OR HARDWARE a o l Q 1 <br /> ALL FRAMING OR HARDWARE But <br /> Framing,Field 12"oc <br /> NOT SHOWN OR SPECIFIED m a0 I > NOT SHOWN OR SPECIFIED a I on Boundanes Blocking,Struts Snc, 7 <br /> TO REMAIN UNCHANGED I -i TO REMAIN UNCHANGED m u rn ` 1 <br /> GLB PER 504 O I I P At Sheathing <br /> Peel Edges. PSCA Framing Clips centered between each Framing Member See Drawngs for other LIJ es,prov Ce <br /> Q t Sheol n Nailing merits W <br /> GLB PER SO4 1 W a A[areas'd cat d a Blacketl Diaphragm provitle 2x Flal Bloddng(per General Structural Notes)at all Unframetl Shealhiltg Panel LLI <br /> w Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2)i'Nails as follows: [(� <br /> HHUS5.50110 I' _LOW ROOF .� HHUSS.50/10 I m Framing,Etlges Framing, 4"oc <br /> TRUSSES - S I ¢O, ming,Field i2"oc <br /> II @ 24"oc - '/. I Boundaries,Blocking,Struts 1 4"- <br /> Sea Drawings for other Sheathing Nailing requirements. L� <br /> 4. Roof Framing shaft be as indicated on plan.Refer to General Structural Notes. i <br /> 12 12 6. Trusses marked SIM shall be designed to accommodate the indicated loads and connections. �J 1�— <br /> soe I sae I L <br /> 6, Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/2,4 @ 4a"oc,staggered,or as ini by the ; <br /> Truss Manufacturer. O <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten SbeaUing to Blocking In accordance with Nate 3. W <br /> )IJ <br /> OLL <br /> 4xi0 8. Provide H2.5A CII ch sida or TLOK6 Screw each I 12-I ter Girder Truss ends, LL O I Pea PYa PY or giea ryp.WALL FRAMING PLAN NOTES: LL (n 9 Exterior <br /> Walls shall be S ear all type P1E with 2x6 Studs @ i6 oc,u.o.n. ((D <br /> Interior Walls shall be 2x4 Studs @ 16"-,a o.n. <br /> —� —r 1-6 Where adjacent Shear Walls are in contact,nail studs together per 31S06.See 1/S06 for special stu l requirements at Shear Wall <br /> � 11 types P1-3,Pi-2,and P2-2. 1 1 1 C O <br /> S09 70 <br /> 509 . Headers shall be 44,u.o.n.See Detail 13So6. ��• e <br /> 11. Built-up Stud Groups in Walls supporting Beams,Posts or Gad.,Trusses above shall be(2)Sure,a o.n.See General Structural �/ V <br /> 3-CAR GARAGE OPTION-ELEV___'_Eoles for fastening ragaitemerim, ? L.L p <br /> 12. Be,1WS06 for Simpson to USP hardware conversion table. LL <br /> 7 <br /> LEGEND <br /> SX.X <br /> DETAIL CAl-i <br /> SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> m <br /> 0 BEARING OR SHEAR WALL BELOW m <br /> H <br /> 1Y <br /> BEARING OR SHEAR WALL ABOVE R <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o <br /> Q <br /> O <br /> POST BELOW <br /> w <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 6 16 SO4.1 B <br /> I <br /> I <br />