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<br /> a 13 S08 SO6
<br /> mQO S08 CS16x3'-0"-
<br /> 4 5Y2x13Yz GLB(DROPPED)BEAM TO PLATE _
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<br /> S06 A LUS210, B
<br /> HORIZ.HTS30C- 'ji., TYP UN
<br /> SOB ;
<br /> BEAM TO PLATE P1-fi
<br /> .11L_ 14 C7?'
<br /> 4x8 3y2x12 GLB(F)
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<br /> S08
<br /> AT( qLQ f T
<br /> (2�2kB Plryayb � h o��
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<br /> 2x12 Gx6HIFFc#2 ` srsa Hgt \
<br /> 2 TYP,UNO ADJUST SPACING AS REQ'D E `
<br /> SOB FOR PLUMBING,TYP.(SEE
<br /> A6 FOR PLUMBING DROP r2
<br /> DIMENSIONS) S08 FLOOR FRAMING PLAN NOTES:
<br /> II I Floor healh1"shall .thick aG TPanel Span Rating 46/24)with long dimension peryandiwlar to supports Glue Slieel n
<br /> to all Framing Members and Blodcing below with adhesive conforming to A.PA.Specifical on AFG-01.Fasten Sheathing to
<br /> Framing wish 0.131"0 x 21':'Nails or Simpson WSV#9x2)g"straws as follows: ��
<br /> 2x.2 HF#2 Framing,Edges 6"oc
<br /> 12"oc Framing,Field 16 oc 00 0
<br /> Boundaries,Blocking,Struts 6"oc L
<br /> 3 At areas and ca ed as Blocked Diaphragm,Provide 2.Flat Blocking(per General Structural Notes)at all Unframed Sheathing i 1g Panel
<br /> 22 SOB d2 Edges Fasten Sheathing to Framing and Blocking with 0 131 0 x 2Y Nails ar Si npson WSV#9x2Yc'screws es follows: W
<br /> +s I +� Framing Edges 4'0c
<br /> DBL JOIST(F� Framing Field 10"oc
<br /> - f Boundanes,Blocking,Salts 4 0c
<br /> LaSea Drawings for other Shea hing Nalling requ remenis. Qrrn1
<br /> I I H Ru 19 1 1 11 1 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. z V
<br /> ,,,...►►►��� a _ _ _ I l Pi-B ROOF FRAMING PLAN NOTES: O Z
<br /> m I RoofSheathing hall be,i;'thick(Panel Span Rating 24116).Fasten Sheathing toi�ing wnh 0.131"0 x ails as follows: Q
<br /> SO6 N iv 8 Framing,Edges_ 6"oc
<br /> "I S08 Framing,Field 12"oc
<br /> Boundaries,Blocking,Struts 6"oc W
<br /> At Unframed Panel Edges,provide PSCA Framing Clips cenleted between each Framing Member,See Drawings for other W
<br /> -0"-LAP LOWER `L Zfd� Sheathing Nailing requirements, J
<br /> ATO I'-4'AND W
<br /> 1 TO FLAT 2x4 At areas indicated as Blothatl Diaphragm,provide 2x Flat Blocking(par General Strucural Notes)at all Unframed Sheathiny Panel
<br /> TWIN STUDS DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking wiM 0.131'0 x y Nails as follows, Q
<br /> Ilia—
<br /> Framing,Edges 4"oc
<br /> -- Framing,Feld 12"oc
<br /> 42 4 4
<br /> - +s $OB ?+' Boundaries,Blocking,Struts 4"oc
<br /> LL s
<br /> ❑ See Drawings for other Sheathing Nailing requirements.
<br /> O.P �6 SY2x16Y GLB(DROPPED) 4. Roof Framing shall be as indicated on plan.Refer to General St—loral Notes.
<br /> r 22 PLATE'-0"- a k d st 1 h II be des d to accomnlatlale d,e'ndcaied loads Arid connect one. LL)
<br /> w� PLATE TO PLATE a ru s a gne 6 Trusses m
<br /> l 6 O.I rwning Me nbers shall be 2x4 @ 24 oc Posted down to man running below w/2x4 @ 48 oc.staggered,or as Indicated by the
<br /> ALL FRAMING OR fIARUWARE LL _ _ Q yf6 Truss Manufacturer, O Q
<br /> NOT SHOWN OR SPECIFIED Z N t"i 121
<br /> TO REMAIN UNCHANGED 1, P Ee sold Fiat Blocking at ail Valleys Fasten Sheathing to Block ng n accordance w ih Note 3. O W
<br /> ..._.._..- ... -.. - C LL
<br /> 6. Provide H2 6A Clip each side or fLOK6 Screw each ply at 2-ply o,greater Girder Truss end,lyp 1 L.L �
<br /> 5 o m WALL FRAMING PLAN NOTES. _ ___,___ 2 /n
<br /> S08 ❑ 9. Exterior wall n lr a nea7Wall t pe P1-6 w to xfi t s�Tfi oc u o.n. LL 0
<br /> Ntarlor Wall I' II b 2x4 SNds®i6 ac u o.n.
<br /> lib III +0 5y2xl2 GLB +s '1,�'+ ryN} SY1x13Y2 GLB 2'2+y. ?'r6 Where adjacent Shear Walls ara'n contact nail sNtls togHher per 3/S06 See 1/SOfi for special swd requirements at Shear Well -
<br /> __ _ RIM./-10-0, (EXTEND TO CORNER) types Pt 3,P1 2 and P2-2. O
<br /> CANT.
<br /> 2x4 SHTG LEDGER --- - 2x4 SHTG LEDGER Uj 10 Haadarc shall be 4x6 u o n See Date IJ/Sos Q W!(2)72d EA STUD _ NOW,, R,a`. 1--Y---- WI(2)12d EA STUD _ 71. Bti It-up Siud Groups in Walls supp,ning Beams,Posts or Girder Trusses some shall be(2)SlImu u.o.n.See General Structural _7 U
<br /> MONO TRUSS ® _ Notes for fastening requirements Iryi
<br /> 11
<br /> TOP Wi HUC2fi-2— I �' -� H 2 bLl S09 (2)2x6 (2)2x8 W/ 6 PER 12, Sea 10/806 for Simpson to USP hardware convereion table. LL L
<br /> TO POST lh�aJ UCfi-!. — HUC26-2 SOB 131S07
<br /> TO PC END TRUSS TO POST
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<br /> (2)2x6 W/HUC2fi-2 (H-5'6)
<br /> sos) ro POST 16 LEGEND
<br /> SOB
<br /> a 8
<br /> - SO6 SO6
<br /> (RIGHT (TOP ONLY AT ENTRY S X DETAIL CALL-OUT
<br /> SIDE ONLY) DOOR,EXTEND FULL
<br /> LENGTH OF EA. k
<br /> SHEAR WALL) I P1-X SHEAR WALL BELOW PER SCHEDULE OF VS06
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<br /> EXTENDED FRONT F(.RCV-i 3P iIOV-ELEV.I/- BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE a
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) N
<br /> ❑ 0
<br /> � POST BELOW >
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<br /> PT.LD, BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 S 0 4 A
<br />
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