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17 <br /> u <br /> U` n <br /> 4.= w`i <br /> a 1= <br /> �m <br /> T. <br /> t` <br /> 1 8 <br /> S08 506 <br /> P7-4 N ' <br /> �u <br /> 3YaxYGLB � 0 - �3Yz�GLB Z e ) <br /> C a I�+E <br /> A JUST SPACING AS REO'D W ?T <br /> 14 .. FOR PLUMBING,TYP.(SEE - <br /> SOB �I I DI FOR PLUMBING DROP <br /> DIMENSIONS) <br /> Lc <br /> z - <br /> SOB 2x12 HF#2 <br /> 18.2"oc,TYP. .. LU5210, g �� <br /> TYP — <br /> ..M1 of A&HrNor <br /> J. <br /> SYzx12 GLB(F) +`O <br /> HHUS5.50/10 aR' ease <br /> 2 I r�+a <br /> o4y 4z12(F) ti <br /> S08 FLOOR FRAMING PLAN NOTES: _ <br /> I"LAP LOWER N 3 1. oof Sheathing she °."thi" &G(Panel Span Rating 4B/24)with long dimension perpendicular to suppo�lue Sheathing <br /> rE V4"AND 808 tq all Framing Members and Blocking below with sdhesive conforming to A.P.A.Spe ficabon AFG-01.Fasten Sheol"" to �- <br /> rO FLAT 2x4 m 22 '1fa' Filling will,0.131"0 x 2'/c"Nails air Simpson WSV#9x2Y"screws as folluws: <br /> NN STUDS +p �' Framing,Edges 6"0 <br /> c <br /> Franung,Field <br /> u_ <br /> 4xl2(F Boundaries,Blocking,Struts 6"oc �� <br /> O At areas-indicated as Blocked Diaphragm.provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LV <br /> K Edges Fasten Sheathing to Framing and Blocking with O 131"0 x 2Y Nails cr Simpson WSV#9x2Y screws as follows'. ♦n <br /> of i2 a (2)2x5 Framing Edges Q <br /> a Framing Field 10"oc <br /> 8 Boundaries,Blocking,Struts A'— ''•+� Q <br /> S08 See Drawings for other Sheathing Nailing requirements. zUI <br /> 2N <br /> O 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. t <br /> J ROOF FRAMING PLAN NOTES: <br /> z <br /> pao 6 3. Roof Sheathing shall be,'this (Panel Span Rating 24116).Fasten Sheathing to framing with 0.131"0 x "Nails as follows O <br /> ti Framing,Edges _ 6"oc Z F— <br /> Framing,Field 12"oc Q <br /> Boundaries,Stocking,Struts 6"oc <br /> I"LAP LOWER S08 Q~Oti N (3)2z122(F)3 P�+6 S08 �4/TKO CS18z3'-0"- At Un Sheathing Nait Pianel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings for other ° LL) <br /> rE 1'4"AND a/-10'-6" 9 requirements. LU <br /> rO FLAT 2x4 - Syx15 GLB(DROPPED) I s PLATE TO PLATE At areas llMicamd as Blocked Diaphragm, J J <br /> 6l. NN STUDS IIIF— lknw h 0.131"0nB leer General Structural l Notes)al all UnMemetl Sheathing Panel <br /> ---.___-_.__.-.__ _.... .._ <br /> � Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Neils ac follows: _❑ <br /> --- H US5.50110 tc �?'oTd Framing,Edges <br /> ATTACH LOW / s0 framing,Field 12"oc <br /> ROOF TO BEAM Boundaries Blocking,Struls 4 oc <br /> ALL FRAMINL I AI b-,AIIE 13 See Drew ngs for other Sheathing Nad'ng requirements. <br /> PER 11IS08 SIM <br /> NOT SHOWN OH SPECIFIED LLIt <br /> F <br /> TO REMAIUNCHANGED I m ', 4. Roof Framing shall be as ndcated on plan.Refer to General Structural NotesMONO O 5. Trusses marked Strut shall be designed to accommodate then,d'caled loads and connectons I �a wTRUSSES A G. Overframin Members shall W 2x4 24"oc posted down ve main framing below w/2x4 48"oc staggered.or as indicated b the L• LLJ <br /> ®24'oc T 9 ® Pos g 99 Y <br /> x 4, <br /> r' EA.SIDE <br /> EB� (2)2x6 �2J �0 Truss Manufacturer. /,� Q <br /> S09 I 0 HU212-2 11 tS ]. Provide solid Fiat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. \ W <br /> 6 <br /> ry*6 I N .f@ eyt SOB H(J412 8. Provide H2.SA Clip each side of TLOK6 Screw each I at 2-ply or <br /> } ? n O <br /> A✓ { 76 TO PUT I � _ `7 (MAX) ply g star G rtler Truss end yp -J `� <br /> (2)2zd _)... (2)2x6 CONT.4x12(F) ? WALL FRAMING PLAN NOTES {//•^/ <br /> 2 2x6 L — — _ g rteeriorrWalle s all be 2z4 Studs @ 16 oc will x6�u h --- -- L <br /> e s Z <br /> 6 � w� uds 15'c <br /> HUC46 _— __ HIP MASI EF2_\ ___ 1 ' 2 2x6 W/ HIP MASTER - — -= Where adjacent Shear Walls an,,contact nail studs together per 3/SOG.Sao 1ISW for special stud re U <br /> TO POST — — O 5Yzxl5 GLB g quiremems at shear Well I� z <br /> HUC26-2 types P1-3 P1-2 and P2.2 J <br /> TO POST t MONO , q n �.L 0 o ' _ PEHI /S08 —MO ` J(2)2x6 + 11 TRUSSES SD8 to Headers shall be 4x6 u .See Datall 1:11SU6. <br /> qm (SOc� TRUS,ta <br /> 1 S09 Q 24"oC 1 t. Built up Slud Groups in Walls svppom q Beams Posts or Girder Trusses above shall be(2)Studs,u.o.h.See General Structural L"L <br /> vN �HTS LEDGER �508 Notes for tashring requirements. IM ❑ <br /> -f� <br /> S06 it SHTG LEDGER 12. See m/S06 for Simpson to USP hardware conversion table. �•D U— <br /> T—2)1 {I S09 PER 131S08 <br /> .. :I (RIGHT SIDE ONLY 2'-0" <br /> 1._..I_iIVdR00P EXTEND FULL LENGTH SETBACK <br /> 11 TRUSSES OF SHEAR WALL)-'4"oc LEGEND <br /> S09 ;i? <br /> EXTENDED FRONT PORL.11 OR- ON-ELEV 'U l s X DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF 11SO6 r- <br /> ai <br /> I BEARING OR SHEAR WALL.BELOW t_ <br /> [C <br /> BEARING OR SHEAR WALL ABOVE c` <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) <br /> Q f.� <br /> O <br /> POST BELOW > <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST A8i c " <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 76 S 04 D <br />