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0 <br /> n <br /> W " <br /> � F O <br /> St <br /> E <br /> �f LL= <br /> a =_ <br /> 0� <br /> oy a <br /> ra 13 SOB 506 <br /> rek4 SOB C13184'4`- - <br /> BEAM TO PLATE P1-6 � <br /> 5Yzx13Yz GLB(DROPPED) <br /> ti+e z y <br /> T11SOB <br /> B w <br /> HORIZ.HTS30C- —TYP UN0�I <br /> BEAM TO PLATE 11 11 1 11 L11-6 <br /> 2,6 4.8 3Yzx12 GLB(F) y W <br /> SOB ❑ <br /> 2x12 HFtt2 <br /> 2 16 5crc� <br /> S08 TYP.UNO ADJUST SPACING AS REO'D <br /> FOR PLUMBING,TYP.(SEE fir '\ <br /> AS FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) S06 T ar Bathing shot be.Nick G(Panel Span Rating 48/?4)wim long tlime�ion perpentlperpendicular to suppons feat <br /> II I) I to all Framing Members and Blocking below with adhesive conforming to A PASpec�catku A I.Fasten Sheathing to <br /> F ing <br /> raming with 0.131"0 z 2 z"Nails or Simpson WSV#gx2Y,"screws as follows: <br /> 2x12 HF#2 Framing,Edges 6"oc �y1 <br /> 12"0c Framing,Field <br /> 3 Boundaries,Blocking,Struts 6"oc � <br /> At areas'di ted Blocked Diaphragm provide 2x Flat Block ng(per General Structural hotel at al Unframed Sheathing Panel W <br /> 22 S08 I?2 Edges.Fasten She Thing t F ing and eloJtmg with 0.131 0 x 2Y,'Nails or Simpson WSV#gx2)z'screws as follows: <br /> Framing Edges _ 4"oc a <br /> OBL JOIST(F) Framing Field 10"a <br /> o W <br /> Boundanes,Blocking,Struts 4'oc ��� I <br /> See Drawings for other Shealhing Nailing requirements. Q <br /> n <br /> 2. Fluor Framing shall be as indicated on plan.Rater to General Structural Notes for other requirements. r <br /> a Pi-6 ROOF FRAMING PLAN NOTES: l O O <br /> 6 m ko Roof Sheathing shall he thick(Panel Span Raging 24/ifil.Fasten heathmg taming in,0.73T'0 x 27'?J'I 's follows: <br /> Framing Edges 6"oc J <br /> P SOB Framing Field 12"oc Q <br /> Boundaries Blocking Struts 6"ac W <br /> ,*6 2 At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LLI <br /> -0"-LAP LOWER `yti +6 Sheathing Nailing requirements. -J <br /> ATE 1'11 AND W <br /> i TO FLAT 2x4 At.,..,indicated as Blacked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> TWO STUDS DBL JOIST(F) Edges.Fasten Sheathing to Framing and Slo eking with 0.131"0 x 2✓"Nails as fallow.: (� <br /> Fuming,Edges 4"oc <br /> Framing,Field 72"oc _ _ <br /> 4�+6 SOB 9�+6 Boundanes,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. <br /> ro .1,6 SYzxi6li GLB(DROPPED) 4 Raof Fram tg shall be as indicated on plan Refer m General Structural Notes <br /> CSl6x <br /> W 72 PLATE O- S. Trusses marked Sind shall be dee gned to accommodate the indicated loads and corrections. Z w <br /> ry <br /> ------ --- ---- Q LL 6. Ovedrani nr Members shall be 2x4 n124"oc posted dow r to main from ng below w12.4 aQ 48'bc,staggered,or as indicated by the W <br /> `Yry� PLATE TO PLATE <br /> ALL FRPJWING OR HARDWARE Z z a \Z Truss Man f-haer. C O ¢ W <br /> NOT SHOWN OR SPECIFIED O �- <br /> TO REMAIN UNCHANGED 0�y y 7. Provide solid Flat Blacking at all Valleys.Fasten Sheathing m Blocking in accordanw with Note 3. <br /> 0 _ O /1 LL <br /> ___ L.L <br /> 0 N 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.typ. O <br /> -- °� WALL FRAMING PLAN NOTES: 1J /� <br /> x �- <br /> 5 o B Eterior Wa Is shall be Shear Wall type P1-6 with 2a6 Studs @ 16"oc.u.a.n. LL lJ <br /> SOB Interior walls shag be 2,4 Studs @ 16"oc,u.o.n. N <br /> ? ? HUC26-2 <br /> `ok6 '-X12 CL9 `u+E TO PO�f -/d, 5Y X12 GL8 `o-/d, '1- 'L" SYx13)'r GLB 2ks 6 Where adjacent Shear Wall.—in contact,red stud.together per 31306,See 11306for special stud requnaments at Sneer Wall ram <br /> RIM+/-10-0 RIM+1-10'-0' (EXTEND TO CORNER) types Pi-3 Pt-2,and P2-2. <br /> CANT, 0 <br /> ATTACH LOW ROOF — 10. Headers shall be 4x6,u.o.n Sae Detail 13/506. a <br /> ATTACH LOW ROOF _ _ _ — — — kT J <br /> DIRECTLY TO RIM i L —-- DIRECTLY TO RIM '1 Built-up Stud Groups b Walls support ng Beams Posts c.Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> BEAM PER 12/S08.SIM ENO TRUSS BEAM PER 12/S08'SIM END TRUSS 1- Nales for fastening requirements <br /> 11 li �j 1_ II (2)2x6 W1 HUC26-2 6 PER <br /> (7)2k6 W!hIUC26-2 I MONO TRUSSES— 2x4 RAFTERS (Y)2X6 TO POST S08 3/S07 2. Sao 10/506 for Simpson to USP hardware conve.wn mble_ <br /> TO POST <br /> — @ 24"ac _ 24!'-TO <br /> END TRUSS x4 RAFTERS 24"oc (H=5'-6") <br /> 2.FULL UEP H (2)2x6 W1 HUC26-2 MONO TO END TRUSS <br /> (.12xo _ TO POST <br /> . LEDGER W'1(2) TRUSSES/� 11 2.FULL DEPTH LEDGER LEGEND <br /> 12d EA TRUSS 24"oc� S09 W/(2)12d EA TRUSS VERT <br /> VERT SO6 SO6 <br /> (RIGHT (TOP ONLY AT ENTRY XXSX.X DETAIL CAUL.1T <br /> SIDE ONLY) DOOR,EXTEND FULLLENGTH OF <br /> SHEAR WALL) LP7�I SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> y <br /> EXTENDED FRONT ORCH OPTION-ELEV.'B �— BEARING OR SHEAR WALL aELow <br /> t <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) ul a <br /> 4 N <br /> O <br /> POST BELOW <br /> ut <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 012 4 6 1 B04B <br />