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y <br /> l- <br /> 0, <br /> Ill r <br /> LB :fj <br /> O - <br /> �hl h <br /> Ua <br /> V <br /> I <br /> I iL <br /> 5' <br /> g dr <br /> CI's _.—.— <br /> '.4/ --CS16x3'-O'- S08 <br /> --- - -----[P 7 6 ----- 4M TO PLATE 5,y2x13Yx GLIB(DROPPED) P P. <br /> f b.71 1y <br /> I <br /> B o a <br /> 9 SOB <br /> O <br /> S08 l Jri I. HORIZ.HT530C- <br /> ),. 1 II it -_—. - -..._..- _ BEAM TO PLATE �yyL't <br /> 3Yx 12('LB IFI —I :� -- -- 4x8 <br /> �k <br /> SOB <br /> °F 4Asrr a <br /> 2<12 HF#2 <br /> -. @ 18UNO"0c, 2 <br /> . <br /> ADJUSI SPA.,ING�,.� ':"� <br /> TYP 1- <br /> FORPLUMBING I <br /> A6 FOR PLUNIBW FLOOR FRAMING PLAN NOTES _ <br /> DIMEfI.I.rJ.. 1. Floor Sheathn ha be.lh ck-8ne1S an Ratn 49 41 Ihl tl end dcular to su rts I'lua?iFaatMn <br /> gs ( P 9 9 an lxrpe PPo g <br /> - to all Framing Members and Blocking below with adhesv f ws ng to A.P A Specification AFG-01.Fasten Sheath ng to <br /> Framiny with 0.131 0 x 2>i Nails or Smpson WSV#gx21' a ae follows: I— <br /> /1 <br /> I"- -- — 2x1'2 HI-#;r. III Framing,Edges 6 oc LL <br /> Ili /'�� <br /> ,,. III ,III Framing Field 10 oc `ice+ LU <br /> Boundanes Blockln Struts 6 oc <br /> 3 Al areas ndcated as Blocked Diaphragm,proWds 2,Flat Blocking Iper General Structural Notes)at all Unframed Sheathing Panel LLI <br /> 'lt6 S08 6 Edges Fasten Sheathing to Framing and Blocking with 0.131 0 x 2Y,Nails or Simpson WSV#Ox2fr screws as tollews. <br /> _ `L I ti Framing Edges 4'oc <br /> DBL JOIST(F) Framing,Fleltl 10"oc <br /> I I <br /> s Boundaries Blocking StMs 4'oc `� Q <br /> IL. I See Drawings for other Sheathing Nailing requirements. <br /> I - 2 Floor Fra shall be as indicated ,, Ian_Refer to General Sn mal Notes for other r z 1 <br /> r m n ng o p eq s. Z <br /> �I�II a _- ROOF FRAMING PLAN NOTES. O <br /> N8 3. oo heath ng shall lxs s ih ck(Panel Sp R t ng 24/181.Fastcy,Sheath n9 to Framing w th 0.131"P/a?y Na Is as faTluws: <br /> Framing,Edges 15 oc J Q Framing Field 12'oc W > <br /> i I v BourManes,Blocking Struts 6'oc Ll.l <br /> +rO 7 At Unframed Panel Edges provide PSCA Framing Clips centered between asof Framing Member.See Urew,gs for ome, <br /> '!� +G CS16x8'-U"-LAP LOWER Sheathing Na Tng requirements 't <br /> W <br /> I I <br /> TOP PLATE V4"AND At areas d' ted Blocketl Diaphragm Ide 2x Flat Blocking General SUuclural Notes)at II Unframed Sheall Panel ea p gn prav 9lPer <br /> � - ATTACH TO FLAT 2x4 , ca a g m <br /> DBL JOIST(F) Edges.Fallen Sheathing b Framing and&odung with 0.131 0 x 2X"Nails as follows- <br /> II -- .. BLKG BTWN STUDS Framing,Edges 4"oc <br /> Framing,Field 1 12 <br /> &ti'i S08 aT Boundaries,Blocking.Struts 4"oc - - <br /> j `y Ili $ea Drew for other Sheathing Nailing requ rements. <br /> 4. Fluor Framing shall be as Indicated on plan.Refer to Go-,al 6buctmal Notes. <br /> /k 5. Trusses marked Strut shall be designed to accorr mbdat h d' d dtl and—necti-ii. �/ W <br /> PLATE n�I I�.rE i � �i I �� �� 1.1� <br /> 6. Ovedra n nq Members shell be 2.4 C.24 oc posted down to,ia mu rng below w12x4 Fy 48 oc.staggered,or as -u,.d1 by the W <br /> z v ALL FRAMING OR HARDWARE Truss Manufacturer. O- O, NOT SHOWN OR SPECIFIED ac W <br /> .� O2 TO REMAIN UNCHANGED 7. Provide sold Flat Blocking at all Valleys.Fasten Sheath ng to Block,g, cordance with Note 3. O <br /> o ao � <br /> --- m O tl Prpvida H2 5A Clip each side or TLOKB Screw each ply et 2-Ply or greater Girder Truss enUs,lyp. O <br /> p -- WALL FRAMING PLAN NOTES >- <br /> U 5 9� Exlerior Walls shall be Shear Wall type P1$with 2x6 St d @16 cu, .o.n. U— 0 F' <br /> Sob (2)2x6 W/ Interior Walls shall be 2x4 Studs @ 16"ac u.o n <br /> ,�+ro ry+q, HUC26-2 <br /> z <br /> �,t _ 2 2+6 rb SYxx12 GLB rL TO POST ti 5yxt2 GLB '� where - t Sh ar walls are u,cor tact na studs together Per 3/SO6.s'ee vSos for spat al swd requ rements at Shear wall Z <br /> + RIM+/-10'-0" -_ _ RIM+1-10'-0•' types P13 P 2 and P2 2 U O <br /> �- 0. Ifeaders shall be 4x6 u o n.Sae 1-1131S06. <br /> ATTACH LOW ROOF _ __� ATTACH LOW ROOF 1 <br /> 'I IQ <br /> gll_ 1 DIRECTLY TO RIM II - DIRECTLY TO RIM 11. Budt up Slud Groups in Wells support ng Beams Posts or Girder Trusses above shall be(2)a'tutla t o.n.See rJa-neral5uucwral �1 U <br /> AIAIAI ND TRUSS BEAM PER 12/SO8,SIM ND TRUSS BEAM PER 12/SO8,SIM Notes for fastening requirements LL <br /> 6 WI HUC26-2 (2)2x6 2x4 RAFTER II ON TRUSSES (2)2x6 W/HUC26-2 12. Sea 10/S06 for Simpson to USP hardware conversion table. <br /> S08- TO POST @ 24"oc TO TO POST X <br /> -.RS(M24'o END TRUSS 24"oc -- D <br /> END TRUSS MONO (2)2x6 W/HUC26-2 TO POST 2x FULL DEPTH <br /> (2).2 <br /> TH LEDGER 11 TRUSSES LEDGER W/(2) LEGEND <br /> RUSS VERT S09 8 C�24"oc 8 12d EA TRUSS <br /> SO6 506 VERT <br /> (TOP ONLY AT ENTRY (RIGHT 11 DETAILCALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) S09 SX.X <br /> LENGTH OF EA. 1-P7 X1 k <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF 11S06 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.V BEARING OR SHEAR WALL BELOW <br /> �a <br /> [___] BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W o <br /> Q C <br /> 0 <br /> POST BELOW ? <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> FOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 ,d <br /> SO4B(M) <br />