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p <br /> r , <br /> LU z <br /> O 3 =iz <br /> E U <br /> Uo a <br /> lix z <br /> a � 1 <br /> I- <br /> a <br /> B <br /> S1s sob <br /> TO <br /> +7' i <br /> ADJUST SPACING AS RED <br /> 'D = <br /> 14 .. FOR PLUMBING,TYP.(SEE <br /> S08 A6 FOR PLUMBING DROP rII��Q�s yyy�J�Y41yyy���(I DIMENSIONS) CJ <br /> S08 2x12 HF1f2 - <br /> @ 19.2"oc,TYP. LUS210, g ,(, --x' <br /> TYP UNO SOB _ <br /> 5Yz x12 GLB(F) �6 <br /> US5.501 0 b \ <br /> use's <br /> n <br /> FLOOR FRAMING PLAN NOTES -- <br /> D"LAP LOWER 3 1—FlneaN rig she :to ck 8 (Pana(Span If-ding 98 )wT(h long�mens I oeirpendicoalto supporti-Gluie Sn'2tlinig <br /> ITE 1'4'AND ' S08 b to all Framing Members arttl Blocking below win atlhasiva conforming to A P A Spat FlCal on AFG]1,Fasten Sheathing to <br /> TO FLAT 2x4 m ? Framing will,0.131 0 x 2Yi'Nalls or Simpson WSV#94Y screwz as follows'. /'\ <br /> L.. WIN STUDS fD v ry Framing,Edges B"oc M <br /> Framin l0'bo"oc 00 _ <br /> 4x12(F) 1 L <br /> 0 Boundaries,Blocking,Sluts 6"0o Lim <br /> O r At areas i d t d a Blocketl Diaphragm.proVda 2x Flat Block rig(per General SaucWral Notes)at all Untanned Shashi tg Panel 7 LLJ <br /> ITT`d _ Edges.Fast,,,SI a1 Tog Lo Framing and Blocking with 0 131 0 x 2Y Nails or Simpson WSV#gx2Y"screws as follows: L <br /> ___ <br /> Inio (2)2x6 p1.4 18 Fram rig.Edges 4'oc <br /> W - Framing.Field 10 cc <br /> Boundaries,Nockm Struts _4 oc `� <br /> t BOB Sea Draw for thel' Q/n <br /> Drawings r o g mg requ laments V <br /> Z <br /> 00 2. Floor Framing shall be as indicated on plan.Relay to Gencral Structural Notes for differ n quinwrint3. I <br /> ROOF FRAMING PLAN NOTES: O 0 <br /> 3. RoofSheathing she be t.t Ick(Panel Span Rating 24/16).Fads.,Sheathing to laming with O.131"0 x z'Nails es to lows: � O <br /> Framing,Edges 6"oc F- <br /> b;uncl g,Field 12"oc Z Q <br /> 5 O + HU212-3 - Bountlaries,Blocking,Struts 6"oc �j <br /> S08 '�rVt rV '1+6 508 rvprt At Unhametl Panel Edge.,provide PSCA Framing Clips cehmmd between each Framing Member.See Drawings for other LLI <br /> 0"LAP LOWER Q` (3)2xl2(F) b l O CS16x3'-0"- Sheathing Nailing requirements W J <br /> ITE"..AND +/- G <br /> TO FLAT 2x4 --- 10 6 SYzx15 GLB(DROPPED) PLATE TO PLATE At areas i xl cared a.Blocked Diaphragm, W <br /> p gm,provitl,2x Flat Blacking(par General follows <br /> Notes)al all Unlranetl Sheetning Panel <br /> WN STUDS Etlges.Fasten Ehealh rig to Framing and Blocking wilt 0.131'0 z 2k'Nall.,as tolbws: <br /> -- - ----_-- HHUSS. 110 Framing,Edges 4"oc <br /> 11 Framing,Field 12"oc <br /> S09 13 SIM Bountlaries Blocking Struts 4 oc <br /> ALL FRAMING Ih II'ht L)6N BOB Sea Drawings other Sheathing Nailing NOT SFIOWN�k ILCIFIFOr MONO W I ! 9 g gregirements. <br /> TO REMAIN UN HAVGLI TRUSSES I 4 Rout Fromm hall be as indicated {� <br /> m 9 s on plan Rater to General Slruclural Notes. i <br /> @ 24 oc N 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> k x <br /> y� EA.SIDE <br /> HTS OC g @ pdeLad down to niam training below w/2x4 @ 48"oc,staggered,or as indicated by the O W <br /> ' Uf EA.SIDE BEAM 6. Uvedramin Members shah be 2x4 24"oc <br /> ATTACH LOW TO PIsATE (2)2x6 Truss Man.moturar. Q �j <br /> ? ROOF TO BEAM 0 I 2 U612' 11 y. Provide solid Flat Blacking at all Valleys.Fasten Sheathing to Blocking m accordance will'Note 3. Lu <br /> F — — PER 11IS08,SIM 2)2x6 I s O <br /> .Lt + c} + S08 <br /> (2)2xb •SR' (MAX) 8. Provide H2.5A Clip each side or TLOK6 Screw Each ply at 2-ply or greater Girder Truss ends,typ. J 0 <br /> ...s. ... CONT.4x12(F) ,a WALL FRAMING PLAN NOTES. <br /> n. <br /> 9 xlai or G/aT shall be uFer Wall typa�P1� IF 2 6 SI tla @ 16 c,u.o,n ---- --- �—'— _ <br /> -._. <br /> \L-L.,lu_ 1"2 2 2x6 6 Interior' shall be 2x4 Slutls @ 16 oc u. <br /> COMMON fl US _ -r_.-_ (2)2x6 W/ 5Y2x15 GLB tS�- Where adjacent Shear Walls are m contact.nail stud.togelhe pc 1/SO6.See t/S06 for special stud requ nnents al Shea,Wall Z <br /> _ y <br /> \ - I'- _... HUC26.2 COMMON TR SS types P1-3 P1-z and P2.2 W O <br /> f42xb W/-- \ MON1 TO POST I _ <br /> SED HEEL 10 Headers shall be 4x6 u o n See Ueta 13ISU6 <br /> HUC262 ._ ..-_.- COMMON rFit1S ( � "' (2)2x6 �' MOINO TRUSSES <br /> TO POST - \ ll 06 @ 24 <br /> orl 1 GABLE END TRUSS %' S08 <br /> Ali @ S08 @ 24'oe 11 Built-up Stud Groups-n Walls supporting Seams Posts or G rdeh Trusses above shall be(2)Slud,.u o n Sze General Structural <br /> (212xG 11 Notes for fastening requirements 0 <br /> � 11/L[r-2 SHTG LEDGER S09 � <br /> GABLE END TRUSS TO POST SO6 i6 PER 13/S08 12. See tOISOB for Simpson to USP hardware co rvers an table <br /> (RIGHTSIDEONLY s09 Hum z/ LL- j <br /> Sri 6 LLOGER EXTEND FULL LENGTH TO POST <br /> 16 PEr:I�:508 OF SHEAR WALL) <br /> S09 <br /> LEGEND _ <br /> EXTENDED FRONT PGRC,H,OPTION_ELEV.'B' sxz DETAIL CALL-our <br /> rP� SHEAR WALL BELOW PER SCHEDULE OF 1/S05 g <br /> m <br /> I I BEARING OR SHEAR WALL BELOW m <br /> t <br /> C <br /> BEARING OR SHEAR WALL ABOVE LU <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) t <br /> k g <br /> c;i g <br /> POSTBELOW To <br /> - <br /> I:I <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE b: <br /> HDR HEADER PER PLAN NOTE 10 <br /> 1'.0• D 1 2 4 8 td 'S 04 B <br /> va°= <br />