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'Yt ,SbF_ S08 fA}11.v <br /> A8 FOR PLUM BIt:G I I,,'r ��I <br /> �SO3 DIMb F' Il rJ51 FLOOR FRAMING PLAN NOTES _ <br /> ,v oar Bath ng shall be thick (P- I Spa R ring 4tF/4)with long dtm son perpmd cuter to suVPorts lue heallting <br /> l to all Framing Members and Blocking bet with dh -conforming to AP ASpecfwl on AFG-Ot.Fasten Sheathing to <br /> l 1 Framing with 0.171 O z 'ha k or below <br /> WSV#g 'screws as follows:Framing Etlges hoc W <br /> 2.12 HFHLL <br /> Q i_u< Framing Feld 10"oc <br /> Bountlarles,Blocking,Struts 6"oc U J <br /> I 0 3 0 At area d 1 d s Blacked Diaphragm provide 2x Flat Sbclung per General Structural Notes)at all Unframed 5-at ng Panel T Li <br /> ' S08 ry.(,4 Etlges.Fasten Sheathing to Framing and Blocking with 0 131 O x 2y'Na Is or Simpson WSV#9z2 z screws as follows 1 Ur <br /> Framing,Edges 4'oc <br /> DBL JOIST(F) Framing,Field 10"oc <br /> _1 q <br /> l Boundaries,Blocking,Struts 4 oc <br /> a <br /> --/See Drawings for other Sheathing Nailing requirements Ur <br /> 1 1 l <br /> - — I b _ 2 Floor am mg shall ba as Indlr tad on Pan.Rater to General Structural Notes for other re is z r <br /> Up 37 oo Sheathings all a truck anal Span Rating 24/i6).Fasten Sheathing io mar gmw lhr0 r131 i'Nails as follows: <br /> r ROOF FRAMING PLAN NOTES. O <br /> ry N' gp6 Framing,Edges 6"oc x O <br /> Framing Field 12"oc Q <br /> { Boundaries Blocking Struls 6"oc W > <br /> .L}b sow Al Unframed Panel Edges,idnWidt,PSCA Framing Clips centered between each Framing Member.See Draw rigs U,ower W <br /> CS16x8'-0"-LAP LOWER Sheathing Nailing requirements W <br /> TOP PLATE,'-4"AND <br /> - ATTACH TO FLAT 2X4 At areas id'caled as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes,at all Unframed Sheathing Panel <br /> DBL JOIST(F) BLKG BTWN STUDS Etlges,Fasten Sheathing to Framing and Blocking with 0.131 0 x 2Y'Na Is a$follows: _ <br /> Framing,Edges 4"oc <br /> b 4 �I� 6 Framing,Field 12"oc <br /> SOB 'I . j'' ati � Boundaries,Blocking,Struts 4"oc <br /> I O <br /> See Diaw for other Sheathing Nailing requirements. <br /> ---- O <br /> '+ 4. Roof Framing small be as indicated on Ian Rarer to General Structural Notes. <br /> O 9 P <br /> PLATE TO PLATE II ( Z+6 W >, Theses marked Shut shall be designed to accommodate Ne indicated loads and cannecfons W <br /> p Z <br /> 6. Tbush rManufacturer. <br /> an of Members shall be 2x4 @ 24"oc pastetl dawn to n e n framing below w/2z4 46"oc.stayyared or as i,xlicalad by the W <br /> ALL FRAMING OR HARDWARE Truax Manufacwrer Q > <br /> o I' z NOT SHOWN OR SPECIFIED <br /> O r O, <br /> TO REMAIN UNCHANGED ]. Provide solid Flat Blocking at all Vallaya.Fasten Sheathing to Blocking m accordance wdn Note 3. O � W <br /> m G _ S. Provide H2.SA Clip each sitle or Ti Screw each ply at 2-ply or greater Girder Truss a ids,lyp. 0 Q <br /> Im <br /> 9 a <br /> QFxtario Wa Is FRAMING N NOTES: <br /> I lype i�-6 with 2x6Studsipj 16 oc u.o.n. LL <br /> l+ Interior Walls shall be 2x4 Studs @ 16 oc,u.o.n.10 Z U <br /> / ? ? 2 <br /> .Y 2 where adacemt snearwa Is era m n r G I contec d o ei a e,3/SO6.S 1 r N <br /> B b` Yz%12 LB �L 1 5}'yx12 GLB I 1,na studs t g p ee 506 for special stutl egmremenls at Shear Wall \i <br /> { RIM+/-10'D" rypes P7-3 Ph2 and P2.2. 1" O <br /> a a <br /> ! 10 heatlers shall be 4.6,u o n Sea Deed 13/506. <br /> _ 2x4 SHTG LEDGER _ __ 2x4 SHTG LEDGER EL � <br /> W/(2)12d EA STUD MONO TRUSS W/(2)12d EA STUD 11, 6 III Up Stud Groups b Walls supporting Beams Posts or Girder busses aboxe shall be,(2)Studs.u.o.n.See General Strudw al �1 V <br /> L P 2.—II - MONO TRUSS Notes for fasuming nathi eeams. LL 0 <br /> 1- k- <br /> PER (Sib (2)2x6 W/— 11 <br /> 13/S07 HUC26-2 (2)2x6 S08 (2)2x6HUC2 W/ (2)2x6 W/HUC26-2 t'2. Sea t0/Sus for S, <br /> END TRUSS HUC2&2 MONO TRUSS ) Simpson to USP hardware convervon table. LJL 0) <br /> o-l=,-6", TO POST TO POST <br /> TO POST <br /> (2)2x6 W/HUC26-2 <br /> 16 TO POST (2)2x6 <br /> 6 g END TRUSS <br /> S09 LEGEND <br /> sax — <br /> SO6 SO6 <br /> (TOP ONLY AT ENTRY (RIGHT 16 XX DETAIL CALLAUT <br /> DOOR,EXTEND FULL SIDE ONLY) BOB SX.X <br /> LENGTH OF EA. SHEAR WALL BELOW PER SCHEDULE OF 1/Sofi <br /> SHEAR WALL) Pt-X l � <br /> m <br /> 7 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' BEARING OR SHEAR WALL BELOW t <br /> a <br /> BEARING OR SHEAR WALL ABOVE p <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> ° o <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE K <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 , 2 4 B ib <br /> SO4A(M) <br /> v4"=r-Ir <br />