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W <br /> lit _ <br /> UL _ <br /> W` 1il? <br /> U _ - j <br /> a ' <br /> T <br /> MITI <br /> — <br /> _II <br /> -.I.0 III 7 <br /> a <br /> 2x12 DF# <br /> II @12a I._ T. <br /> � 7 '•Y���r�HitG�� �. <br /> I '. � it II i i I S08 —�_. '��`kr E.:`' �• I <br /> /.UJUSI SP/aCING ASRft'1'D FOR vW ' <br /> � <br /> PLUMBING.TYP(SE-EAGFOR 7txv'aL <br /> � 174. i L n'IBIN CROP DIMENSIONS) FLOOR FRAMING PLAN NOTES - <br /> Floor Sheathing shall be'/.W k T8G(Poll[Span Rating 46/4 -th) g d mans on perpendicular to supports.GI.a SI-Ihing <br /> to all Fain g M U d 81 kI g b with atlhes ve co f -g t A.PA.Spec lcafon AFG 01.Fasten Sheath,g to ^` <br /> Lral, <br /> Fram g w Ih 0 131 0 2) N B S p nWSV#9x2):screwsssfollows6 i �1>�. 1 fIf Framng Edge 6'ac w <br /> 3Yx 2 Lo F1 HDR �i E I I F ming Feld _ �70'oc L J <br /> - Boundanes Blocking.Struts 6 oc <br /> LUS210 TYP Uf /1 u - -It <br /> lI— h—R f--V - - W <br /> �� At areas,d sated as Blocked D pl g provide 2 FI t: 0 2 Nails or Sductur No ea,at crew d Sh-a[ g net D <br /> �' g Ip r General al t ell Unham h n Pe <br /> Edges.Fasten Sheathing to From ng and BI ck'g dh 0. = Simpson WSV#gx2Y s as follows. L/ <br /> Fra n1ny,Edges 4 0 < <br /> 1 F ammg Field 10 ac `� <br /> eo ndanes Blocking.St t -0'oc <br /> I Sea Draw g-t h Sh th g N !g yu remenis. YmcY 7 r <br /> �9 L�- S06�� 11 _ SO6 FI F...... <br /> n g-I II be -tl' t d pl Refer to Genera N t s for other requ r 1 z <br /> ROOF FRAMING PLAN NOTES: <br /> a 3. Foot�haalf,g> /e Ihlck(Penal Span Rating 24/1 GI Fasten Sheath itg to Fram ng w th 0131 P x U Na v os fv owe ��JO/�� O <br /> '', Framing Fels 12'oc Q l <br /> Boundaries,Blocking, <br /> W <br /> i <br /> I <br /> At U thing tl Panel g.iEdge,snprov tle PSr-,a Framng Clips centeretl b�Ywtan eecn Framing MemG S G os fir ctha, J <br /> y—[ I SheathngN'I"'y y t <br /> 6 I � W <br /> y p I +6 (2)2.12(F) At areas mJ t d BI h d D'{ y n,provitle 2,Flat Blo k g per General Strutlural Not-sl at all Uni at`ed Uhcam,y Panel LU <br /> LJi6+3 U Edges Fat `sheathingt F'a,ing z,d Blochmgwi[h0.131'O'21;,NaI as follows. <br /> r LE IORC PPED)Y CS16x10-0'LAP LOWER <br /> PLATt TO PLA-FOE" ( —y'' -i -- Flaunting. <br /> ag Edges 4'oc <br /> TOP PLATE f4"AND a g.F eld 12"oc <br /> LUC210Z —_ <br /> /- ATTACH TO FLAT 2x4 "y Nailing s 1 same-[ <br /> I Boundaries BI k Struts 4"oa <br /> �� BLKG BTWN STUDS — See Drawi,gs to other Shushing g <br /> _ 2 W Q`ry\ry+ - F'u2 id, O ;. Roof Fram ny sf all be as intl sated on plat.Rarer to General St t awal Notes. <br /> syl.b oc O <br /> ALL FRAMING OR HARDWARE _ LL1 <br /> j I io NOT SHOWN OR SPECIFIED 5 Trusses rr arkaa Strut shall be desig,ed to accommodate ma nu cased loads and wnnaa on>. /�/ <br /> N ( w TO REMAIN UNCHANGED of Qg 6. Ovedraming Me nbers shall be'Lz4 r(J 24 oc posted down to f g below wl 2x4 la 4tl oc sla99ereU x Indicared Uy the LL) <br /> t2)2x121r1— �, I KrE Trusa Menufac[urer O Q <br /> lit r" Uj <br /> CON - ZO�. 7 Provide sot J Flat Blockng at all Ialle,s Fasten Sheathing I BI-k g' ccord—with Nola 3, O ^�/'� LL <br /> I I L lit 7) NER o 3 &. Prov tle H25A CI p each sitle or TLO.(b Screw each pIY at,ply or yrearer V rder truss ends typ. i J Q <br /> 8 m WAIL FRAMING PLAN NOTES. 1 r <br /> )', �I 508 A35 CLIP-GLB s Exterior walls shall be shear wait type P1-6 with zx6 Studs@is"oc.u.o n. Lim `J _ <br /> WALL SHTG CONT. Inrerier walls�hau be 2x4 5mtls 16 oc,u. <br /> 3/2*C i' lit TO EDGE JOIST THRU CORNER <br /> ,el�ifJL TO CORNERS) \I. i,'i r _ - _ Where adja Sh Well - [act,na stutls together par S!S06.Sea 1/506 for spec al swtl reyw ements at Shea Wall <br /> HL <br /> J _ T� �_�_... _._ ' types P13.Pie od P22. e e Z <br /> ' 1-2 %Y 12 OLE W <br /> -- — - - - - 'J 0 H h S D <br /> RIM(F) G MONO TRUSS de s shall b 4 a Dated 131So6 j <br /> 4+ ...._- <br /> CANT.- �, P1 Y `I- � 6 11 B'It p stud G p h Walls support ny Beams Posts or tit de, ruses to—shall be,2)Si I-,[o r.S-General Shuctural I <br /> m <br /> PR <br /> PER N to'fast -g q- tents LPL/ Q <br /> SOb_i - MONO END TRUSS MONO TRUSS I '1 U) <br /> 131S07 -- 16 12. See 10/806 tar Simpson to USP hardware con mon t�Uie. IJ� <br /> (H=4'O") 509 11 <br /> _ S09 (2)2x6 <br /> 8 E <br /> sos MONO END TRUSS LEGEND <br /> 2x4 SHTG LEDGER <br /> W/(2)12d EA STUD S09 SX X DETAIL CALL-OUT <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF IIS06 { <br /> m I <br /> EXTENDED FRONT PORCH OPTION-ELEV.'C' <br /> I— BEARING OR SHEAR WALL BELOW to <br /> F <br /> BEARING OR SHEAR WALL ABOVE a <br /> I <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W.'BOTTOM OF FRAMING) LLI <br /> J <br /> Py POST BELOW - �-{--i <br /> PT.LID. BLOCKTHRU FLOOR FOR POSTABOVE 1 <br /> i <br /> HDR HEADER PER PLAN NOTE'10 <br /> It <br /> 0 1 2 4 8 16 CJ04C(M) <br /> I <br /> ' <br />