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t�l <br /> L,J <br /> U rs' <br /> W <br /> EEm f r(9 <br /> Up v= <br /> LZ i5 > <br /> U: wy <br /> d WW <br /> xx <br /> r <br /> b <br /> t O <br /> w tp <br /> 1 n <br /> S08 <br /> I <br /> ADJ J <br /> F H <br /> F r r r'LUr46 _L-i3Y I <br /> oar g <br /> S08 I <br /> -n 1 <br /> ,'MSh <br /> p4 r <br /> �p <br /> c <br /> to <br /> CS16x6'-n LAP LOWER FLOOR FRAMING PLAN NOTES <br /> ATE 1'4"AND 1. Floor Sheathin hall be'/.thzk 8G P N 5 R 9 )w h Ion tl� <br /> TOP PI_ g s ( p 48/24 t g m s o r perpentl ii Ier to supp M1 GI i Bathing <br /> o ATTACI I TO FLAT 2x4 to all Forming Members ant Blocking below with adheslua conformi 1g to A P A.Speclfjtabon AFG-01 Faslen Sheathing to <br /> Fla th 0,131"0 x 2,Nails w S on WSV#9.2Y."sere s follows. �\ <br /> Planning wi mPs straws BLKG BTWN STUDS Frammg Edges 6'oc M w <br /> Fram rig,Field 10'oc <br /> __ _ " b 1` Q Boundades Blocklg9 S "trutd 6 oc <br /> ' ? K At areas indicated as Blocked O phragm Provide 2x Flat Blockuy per Structural molest at as Unframd e Sheat vng Panel W <br /> er Gene te v <br /> 1 0 x ,Nails or Simpson sL . z <br /> O io Edges.Faslen Sheathing to Rami tq and BI 313 k'g with ' Pson WSV Rgx2}< ews as follows <br /> Ill / I� � �N Framing Field ,0'oc �j <br /> -- I i 1 —.- Bountlafes Blocklttg.Struts 4oC <br /> Z`' See Drawings his other Sheathing killing requ-nienls 7 V <br /> 0 9! 2 Floor Framing shall be as indicauld on plan Refer to General 3duc oral Notes for other requiramenls. ' <br /> I R DOFF RAMING P LAN NOl ES. <br /> 0 <br /> 3. RUM Sheathin alldll pd (hick Panel S an Rafin F Fasle! A116). Sheathin t raming with 613tr'0 x'].j'N Is as folio-ws: L, 9 tu' P g Z g P r <br /> Fr'nimg Edges 6'0c Q <br /> �Q + <br /> Frammg Field 12'oc <br /> - 6 Boundaries Bloekl t ed Nreen each Framjn Member,$tom D(aWlll 6 fOr othe! J <br /> CS,6x3-0'-- 'L SUB, _ - ( rig Struts A., <br /> PLATE TQ f L 1TC Rl I ( O SOB CS16x6'0'LP P LO WER At Unframed Panel Edges provide PSCA F am ng Ciip:`en e1 9 9 <br /> TOP PLiiTF.)`-'I"ANQ Sheathing Nailing req.—sorts <br /> ATTACH TO FLAT 20 Diaphragm,prow de 2x Flat Blocking r Gen I Structural Notes)at all Unhamed Sheathing Panel J W <br /> ! I At areas'nJicatetl as 6locketl pia `l <br /> i I I'. Milo BILKS BTWN STUDS Edges.Fasten Sheathing to Framing and Blocking g t <br /> with 0131'0x z"Nat as follows: <br /> I, it 16 Frammg 4'oc <br /> I � 13 S09 Framing 12"oc <br /> OW ALL FRAMING OR HARDWARE E6undari�Edgdf <br /> ing,Struts d"oc <br /> ATTACH w NOT SHOWN OR SPECIE See Drawings s for other Sheathing <br /> i g Nailingre ements. <br /> ! ROOF TO BEM gp1f <br /> m TO REMAIN UNCHANGED 4. Roof Framing shall be as Indicated on plan.Refer to Ger'eral shuct rat Notes. f <br /> O � PER 11/508.SIM <br /> MONO END D TRUSS 5. Trusses market Strut shall be assigned to accommodate the indicsil d loa ds and �con lesions. W <br /> 0E BEAM n O W <br /> I 5. Over rf amen Members shall be 1x .. <br /> i <br /> I I , � 9 _4 @ 24"oc posbd down to main fr @ aggered.or as indicate)by the r I LLJ <br /> O��uTE Truss Manufacturer m rig below cal 2x4 48 oc,st Q ` <br /> I <br /> } I +rO II 7. Pravae solid Flat Blockingat O LLJ <br /> all Valle s.Fasten Sheathin t y i Y g o 8locki gin accordance wM thole 3. <br /> i ) II ry a0LL <br /> L Nl 4,1]2 i (2)2x6 +s _-_2+s (2)2x6 8. Provide H2.5A Clip each side cr'rLOK6 Screw each ply-i 2-ply orgr aster Girder Truss ends,typ. Q <br /> WALL FRAMING PLAN NOTES. J 1' <br /> PAL <br /> Wa s shall be Shear Wall@ 1�'ih 2xG S1uJs @ t6' u o n f <br /> _ -- Interior Walls shall be 2x4 Studs i6 oc <br /> --.- — _ oc <br /> (2)2x6 W/ --- MONO <br /> HUPOST <br /> Where adjacent Shear Wails are in contact. 1 studs together per 3 06.See IIS06 far s quirements at Shear Wall LL <br /> TRUSSES pedal swd re <br /> - TO POST 16 @ 24"oc tYPes Pi-3 P1 2 and P2 2 z <br /> _ (2)2x6 W1 w C <br /> _i"oc r�SOg - Soo HUC26-2 'id Headers shall L.4,6 n See Dedul 131S06_ <br /> r 1 <br /> (2)2xb, BOB TO POST <br /> H)2xb I' 8 (2)2x6 W/ - 1 I Buell-up Swd G p Wans supporting Beams.Posts or Girder Tr ses above shall be{2)Studs,u.o.n.See General Strucwral U <br /> D SOB Huczs-z WES lot faslening Tagdirgm2hts. p <br /> TO POS" <br /> c (RIGHT SIDE ONLY TO POST 12. See 10IS06 for Simpson to USP hardware conversion table LJ <br /> - EXTEND FULL LENGTH <br /> OF SHEAR WALL) 11 <br /> 509 LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' Xx DETAIL CALL- LIT <br /> sx.x <br /> a <br /> P1- SHEAR WALL BELOW PER SCHEL'ILE OF 11 <br /> m <br /> 7 <br /> BEARING OR SHEAR WALL BELOW W <br /> r <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOK OF FRAMING) <br /> ul <br /> Li <br /> POST BELOW <br /> LLI <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE R' <br /> HDR HEADER PER PLAN NOTE 10 <br /> 6 1 2 4 a 16 ,SO4A(M) <br /> i <br /> — — i <br />