Laserfiche WebLink
Ti� <br /> SOB <br /> 4.10 <br /> -- N <br /> zj <br /> ADJUST SPACING AS REO'D� �3C` <br /> hO <br /> FOR PLUMBING,PLUMBING <br /> (SEE 14 @ <br /> A6 FOR PLUMBING DROP I h S08 _ <br /> LL <br /> DIMENSIONS] W q{� <br /> sos z s" <br /> sob --LUS2110, P T'i�.: <br /> 'f1'P LINO <br /> v+ <br /> � �-- SY x12 GL6(F) U55.50/10 IA v rp o <br /> s HH <br /> x <br /> O CSt6x6'-0"LAP LOWER �e <br /> r St1�,i to TOP PLATE 1'4"AND FLOOR FRAMING PLAN NOTES <br /> `�+ ,.✓m ATTACH TO FLAT 2x4 i. oor S eatmng she be, 1. 8G pen sting as 24 calm Ian tlimenslor, <br /> v an 9 perpendiculartosu rat, lus SheSthi <br /> - _ — BLKG STWN STUDS to all Framing Members and Blocking below with adhaciva confo min to A.P,A$ PPo <br /> Framing with 0.131"0 x 4Y2"screws as follows: perincation AFG-01.Fasten Sheathing m <br /> 4x12(F) 2 z"Nails or Simpson Wsv#9 <br /> Framing,Edgas 6"oc <br /> d — — o <br /> O Framing,Fieltl <br /> o. P1 (2)2x6 10"oc -j <br /> �� Boundaries,Blacking,Struts 6"oc � .__I <br /> ---- �dd M areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)al all Unframed Sheathing Panel �j LL) <br /> 8 I UrEtlges.Fasten Sheathing to Frammg and BbGdng with 0,131"0 x 2y'Nails or Simpson WSV#9x2K"screws as follows: G Ur <br /> SoI `,.. i. Framing,Edges 4"oc <br /> LL Framing Field igoc Q <br /> i Z'^+ Boundaries.Blocking,Struts 4'oc Q <br /> See Drawn ( 9 g requirements '^ <br /> 03 Drawings arablerSheathn Nairn � V <br /> r?� m 2. Floor Framing shall beas'ndcated on plan.Refer to General SVuctwal Notes forother requirements. <br /> ROOF FRAMING PLAN NOTES: <br /> 3. oo Bath ng s a l a rs"N ck anal S---_ ( pan Raang 2q/16),fasten$healhing to taming with 0.131" z Nails as o lows: O O <br /> v Framing,Edges 6"oc I- <br /> �O a .f H aq� 5 Frammg,Field 12'oc Q <br /> pl SYx1,,GLb DROPPED / - s 6 SOB CS16x6-0"LAP LOWER Boundaries Blocking,Struts 6"oc �r > <br /> ry G <br /> PLATE TO PLATE 0 ) I l TOP PLATE V-4"AND At Unframed Panel Edges,provide PSCA Framing Ckps cemaretl beiwaen each Pruning Member.See Drawings far other > <br /> CSt"x3'-0"-- Q * SO6 ? <br /> l <br /> ATTACH TO FLAT 2x4 Sheathing Nailing requirements <br /> LLJ <br /> 50/10 BLKG STWN STUDS At areas indicated as Blocked Diaphragm,provide 2x Flat Block W w <br /> 11 Etlges.Fasten Sheathing tq Faming and BbGcin ing(Per General SUuuural Notes)at all Unframed Sheathing Panel <br /> 13 g with 0.131'0 x 2Yz"Nails as follows: <br /> SOB S09 Framing,Edges qqd - <br /> Framin Fieltl <br /> � MONO ALL FRAMING OR HARDWARE <br /> 9, 12"oc <br /> m TRUSSES NOT SHOWN OR SPECIFIED Boundaries,Blocking,Struts 4ent <br /> See Drawings for other Sheathing Nailing requirements. <br /> � �24"0o TO REMAIN UNCHANGED <br /> 4. Roof Framing shall be as indi cared o <br /> .�- n plan Refer to General Structural Notes I_-.HTS30C yv 17_ <br /> (2I12 6 i E< -,.IE BEAM IV 6 Trusses marked Strut shall be designed to accommodate the rdicated loads and connections. W <br /> U21_>-2 )PLATE <br /> 17 ATTACH LOW 6 Overtram ng Members shall be 2x4 @ 24 be posted down to man framui below w12x4 4 Z <br /> HU412 S08 �� j roll d I ROOF TO BEAM _ Truss Manufacturer g 8'oc staggereq ores Indicated by the LU <br /> (MAX) `��, I1 / [} PER 11/508,SIM e O J > <br /> +� CONT.4x12 F� II��"" s c' r),0+ 3 �I 7 Provide solid Flat Blacking at all Valleys.Fasten Sheathing to Blocking( ` +d. 9 g m accordance with Note 3 <br /> 6 <br /> '�xb _ — -- —. 8 Provide H2 5A p each side or TLOK6 Screw each ply p y greater Gilder Truss and typ <br /> x6 Clip ch I at2 I or tea s OCOL O <br /> WALL FRAMING PLAN NOTES <br /> 9 xlenor ells she a ear a I e 1�with xG Wds(Q?i6 oc u o n. rn <br /> Sjix 15 GLB ..-...,- (2)2%6 W/ --- Inter or Wars shall be 2x4 Studs 6'dc u.o.n, !n <br /> .�...—._ -. _COMMON TRU __.... -- ...__- V I'-^ <br /> 1 HUC26-2 --- -- COMMONTRUSS �/ V S08 RAISED HEEL `tee TO POST g per 3/So6.See VS06 for Special stud r L,L <br /> Where ad <br /> MONO TRUSSES N - IL)2 latent Shear Wails are n contact non studs together p equiramenis at Shear Wall Z <br /> N 451.S MONO it2)2x6 ryPea P7-3 Pt-2 and P2-2 <br /> @ 24"oc GABLE END TRY S 1 TRUSSES Bog COMMON TRUSS (HUC2 W/ O <br /> 0 BOB HUC26-2 10. Headers shelf b 4x6 li o n <br /> - _--��-- @ 24"oc TO POST a e <br /> See Detail 13/$B$ <br /> S09 sHTCi LEDGER 8 (2)2x6 W/ — <br /> PER 13/SO8 ir? SOUj <br /> 6 HUC26-2 (2)2x6 ll Built-up Stud Groups in Walls supporting Beams.Posts or Girder Trusses above shall be 2 Studs.u.—.Sea General Structural <br /> (2)2xG W/ -SOS I TO POST Notes for fastening requirements <br /> O <br /> HUC26-2 �-' (RIGHT SIDE ONLY GABLE END TRUSS <br /> TO POST <br /> EXTEND FULL LENGTH 12 See 10/S06 for Simpson to USP hardware conversion table. <br /> OF SHEAR WALL) SHTG LEDGER <br /> PER 13/SO8 16 of <br /> So9 LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' xx <br /> SX. DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> BEARING OR SHEAR WALL BELOW do <br /> m <br /> r <br /> BEARING OR SHEAR WALL ABOVE <br /> a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> W w <br /> 0 <br /> POST BELO W c <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE � <br /> HOR HEADER PER PLAN NOTE 10 <br /> -- ------ 0 1 2 4 8 SO4B(M) <br />