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C <br /> W. <br /> 4� <br /> le <br /> U o e -� <br /> u <br /> a <br /> __ <br /> 1- <br /> m <br /> C <br /> v Sea <br /> IC 111l ^ a <br /> - l <br /> ADJUST LINE JRLt f <br /> FOR PLUMBING 'P. SL <br /> A6 FOR PLUM6NG DROP <br /> U?' <br /> D9ME(1SIi.>hta -I I ._: <br /> Ii 2 . <br /> I m <br /> IG II <br /> S08 - I U 10, - r. <br /> i PUlIU N� <br /> �Ip <br /> - <br /> `'+s� fi I,I I IHc,35.50nu_ II seat 1 <br /> S� -s <br /> y FLOOR FRAMING PLAN NOTES. <br /> CS16x6'-0"LAP LOWER t Floor Sheathing steel be.thick ad el Sp Ring 48l24) tt11I g tl mansion perpendicular to_,ppo GI a Sheathing <br /> TOP PLATE V-4"AND to all Framing Members d BI_im below' with dh —forming- to A P A Spe,fwtiori AFG-01-Fasten Sheathing to ATTACH TO FLAT 2x4 Framing with 0 131 0 x 2Y,"Nails or Simpson <br /> WSV rF9x2Y"strews as follows. <br /> ^; Y <br /> I: BLKG BTWN STUDS Framing.Edges <br /> es <br /> ing, elcl 16'oc LU <br /> BoundBking,Stru J <br /> LLpAt.- indicated'as Blocked DUVhragm provbe 2x Flai blocking(per General Sinctural Notes) t etl U 1f-shed$heath ny Panel /�rrt� <br /> Edges.Fal-o Sheathingto Framing and Blocking with 0131 0 x 2Y.'Nails or Simpson WSV agx2K'screws as Mlows- V <br /> OF FraingEdge Q21-x6 <br /> a w Framing Field 10 oc Cr <br /> Boundanes,Blacking Struts 4 oe `� ��<t� <br /> r-eQy See Drawings for other SheaN ng Nail ng requirements V <br /> Z"O 2. Floor Framing shall be as indicated on plan Refer to General Suuaural Nmes for other reyu t. <br /> 03 O ROOF FRAMING PLAN NOTES: O <br /> (i .. �'�� 3 RootSheath rig shall be ya t ick anal Span Rabng 24/16) Fasten Sheath rig fo Framing wish 0 t3{"0 x 2T;Nails as follows 0 <br /> Frain rig Edges 6'oc 7 Q <br /> Frain rig Field 12'oc Z <br /> Boundaries,Blocking Sir 6'oc LL <br /> 5 At Unframed Pa Edges.provide PSCA Framing Clips centered between each Framing Merrtl,ar See Diaw,gs for other J <br /> CSt6x3 0 - QNIti+ 1 a+ Nip S0a CSiBx6'0"LAPLOWER Sheathing N T yr q ements w W <br /> _ PLATE TO PLATE 51;�._t,LS�L 'f r'E .� TOP PLATE 1'4'AND Q <br /> IF - ATTACH TO FLAT 2x4 At areas i rl f tl Blotleetl Diaphragm prov de 2.Flat Blocku,y(per General Structural Nolesj a[al Unframed Sheathing Panel <br /> Edges <br /> Fasten Sheathing to Frain n <br /> j II III BLKG STWN STUDS 9 l g and Blotlting with 0131'0 x 2Y,"Na 15 as follows. <br /> ..50110 Framing Edges 4 oc <br /> 16 Framing Feld 12'oc <br /> - 73 SOg Boundaries,Blocking Struts 410c <br /> I I l S08 ALL FRAMING OR HARDWARE See Drawings for other Sheathing Nall n9 requirements <br /> I ATTACH LOW NOT SHOWN GR SPECIFIED <br /> 1 I u- N ROOF TO BEAM TO REMAIN UNCHANGED a. Roof Fram rig shall be as Im cared on plan Refer ro General Structural Notes.~ <br /> PER 11/S011,SIM <br /> l III \III N 1- 5 Trusses narked Strut sh all be des gned to accommodate 0 1 tl ds and con tact ohs. 7 W <br /> MONO END TRUSS Z IT <br /> FITS300 n O I 6 Uvarfram r g Members shall bs 2x4 @ 24"oc posted down t ,,,n!rani rig below w/2x4 4&oc.staggered,or as cl cated by the L\ <br /> )E BEAM O Truss Manu,acturer O ./ <br /> ir <br /> _ OPLATE I- LLJ <br /> T. Provide solitl Flat Blocking al all Valleys.Fasten SheaUiiny to Bluckiny in accordance write Note 3. � <br /> ti <br /> :Jd O //'''�� <br /> Provide H2.SA Clip each sitle ar TLOK6 Screw each 1 at 2 r reeler Girtler Truss ends.t <br /> s fill -ph'0 9 YP <br /> CONT.bill _ (z)2x6 (2)2x6 y- <br /> i <br /> + —. — --.-- - WALL FRAMING PLAN NOTES `/I'''�J <br /> '1.ry - I� -- - � � r - = 9. Extenar a Is shall be hear all type Pi-6 w th 2x6 Studs @ i6"oc u a.n. � �+ <br /> L P1-2 'Z 2%6 Interior Walls ehall be 2x4 Studs @ 16"oc <br /> � na I slutls t Iher 31S06.Sae t/SOfi far I swd re Shear Wall- � (2)2x6 W/ --- MONO vmere ad t Shear wa115s arz in contaa jacen oge per speaa 4uirements at I ,, `HUC26-2 TRUSSES types P1-3 P1-2,and P2-2. W <br /> w F EL-r ti� TO POST 16 @ 24"oc (2)24 WI <br /> SOS i'N T.11 .ES ( 11 _ III-- S08 HUC2G2 10 Headers shah be 4x6 .on See Detail 13/506. <br /> r '� Foy l SGB 1 Al4TO POST JJ tt. Built uV Stud Groups n Walls supporting Bea ns,Pasts or Giiuer Trusses above shall be(2)Studs,a c.n See General Struaural <br /> (2)2x6 W/ -i�- �Il SOe� (2P,6 W/ (2)2x8 _ Notes for fastening requirements. <br /> HUC2i> - O SOG — <br /> I I <br /> O POST 12. Sae 10/S06 for Simpson to USP hardware conversion table. �.{� <br /> TO POST i d - 'IS (RIGHT SIDE ONLY <br /> c I -Jj <br /> EXTEND FULL LENGTH 17 I <br /> OF SHEAR WALL} gpg LEGEND <br /> I --J <br /> I. ! <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' Sz DETA,LCML-UT <br /> al <br /> rP­1x_1 SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> BEARING OR SHEAR WALL BELOW m <br /> r <br /> K <br /> L___] BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) IL o <br /> 4 <br /> POST BELOW <br /> IL <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> e t l a s 16 <br /> SO4A(M) <br />