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A S� <br /> 0 Q S iJ <br /> UM w <br /> LLr a G <br /> LL <br /> Q <br /> a tutu <br /> o� <br /> coin <br /> Qe n <br /> O 1 8 <br /> fro Or°N 13 S08 SO6 <br /> �g SOB CS16x3'-0"- <br /> 4 BEAM TO PLATE a <br /> — 5yx13y GLB(DROPPED) <br /> ry r <br /> O I 6 u] in <br /> m SO6 i LU 210, <br /> BEAM O PLAT- IT, <br /> O `J TYP UN S08 u ;. <br /> BEAM TO PLATE 1- JIIL u <br /> ry,�6 4x8 3yzx12 GLB(F) +`O IjL r � <br /> S08 <br /> (717k6 lryTryxb (� ,.`vof iSNil, <br /> 2x12 HF 2 <br /> 2 Q 16"oc, <br /> TYP.UNO ADJUST SPACING AS REO'D <br /> 308 FOR PLUMBING,TYP.(SEE <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: --"--- - <br /> DIMENSIONS)II II SOB 1. loor Sheathings all a :'thick &G((Pane pan Rating 481241 with long dirnensIon peipandiiula,to supwF, Glue Sheathing <br /> mail <br /> F rs raming Membe d Blocking below with adhesive conforming to A.P,A.Specilicalion AFG-01,Fasten Sheathing to <br /> Framing wills 0 131"0 x 2M"Nails or Simpson WSV#gx2)z'screws as follows: <br /> 2x,2 HF#2 Framing,Edges 6"01, <br /> @ 12"oc Framing,Field 10"oc <br /> Boundaries,Blocking,Struts I 6"oc U <br /> CD <br /> H <br /> At arms indicated i s Blocked Diaphragm,pr-d.2x Flat Blocking(per General Simclural Noted al all Unframed Sheallnng Panel <br /> �2+s 2- Euges.Fasten Sheathing t F g and Blocking w nr 0.131 0 x 2Y"Nails or Simpson WSV#9x2K'screws as tollows W <br /> IST(F Framing Edges 4'oc <br /> -)_ _ Framing F e— I`d -_ 10'oc Q <br /> 0 <br /> Boundaries Blocking Siruts 4'oc <br /> See Urawmg5 for other Sheathing Nailing requirements. �/ Q <br /> a z (� <br /> '- - - 2. Floor Framing shall be as Indrealetl on plan.Refer to Gnnaral Slruclural Notes for o81er rnywren�ent.. <br /> P7- ROOF FRAMING PLAN NOTES: _ _ O Z <br /> B K 'x ou teething s all be 1,;'[nick(Panel Span♦?sling 24%7 fij.Fasten Sltealhingaming wills 0.131"��)jNails as follows: Q <br /> Sl')B N 8 Framing,Edges 8"oc <br /> SOB Framing,Fieltl 12"oc j <br /> Boundaries,Blocking,Struts B"oc <br /> }Ea 2 Al Unlram min ed Panel Edges.p—dr.PSCA Frag Clips cantered between each Framing Member. win ber.Saa Drags for outer T LL( <br /> -0"-LAP LOWER tiry d` Sheathing Nai1mg mquirem-M. 1 J <br /> ATE 1'-4"AND i W I <br /> i TO FLAT 2x4 At areas rntlicated as Blackad Diaphragm.provide 2x Flat Blocking(per General Sbudural Nutes)al all Unframed Sheathing Panel <br /> TWN STUDS DBL JOIST(F) Etlges.Fasten Shaamrng to Frommg antl Blocking corn,0.131"e x?Yz"Nads as folows: Q <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> v`�+6 S08 4`a+s Boundaries,Blodting,Siruts 4'bc <br /> V- Sea Drawings for other Sheathing Nailing requirements. <br /> O <br /> K u 4. Roof Frant ng shall be as'ndicated on plan Refer to General Structural Notes <br /> g 5Yexl eYs GLB(DROPPED) <br /> `md CS76x3'-0"- <br /> w PLATE TO PLATE 6 T usse.marked Suul shall be designed to accommodab e e-rtl c—ol load,—connection.. M W <br /> --- @ ?S�O6 6. Ovedraming Me.bars shall be 2x4 t(Ji 2q oc posietl tlown to na n♦ran ng bHow wl2xq#g 4d oc staggered or as' Idreated by the {i z ; <br /> ALL FRAI 1 N i t ARDWAKE A \,t��- Truss Mamlfacturer, <br /> NOT SNUV✓IJ 61 I El II IED Z III CE t <br /> TO REMAIN.rIJ.1-IANIaLD 00� N LL, 7. P—ide sold Flat Blocking at all Valleys.Fasten Sheath ng to Blocking n accodance w 111 Note 3, O J W <br /> Q 8, PrOwde H2 SA Clip each side or TLOK6 Screw each ply at 2 ply greater G'de Truss ends typ O <br /> m <br /> 0 m WALL FRAMING PLAN NOTES <br /> he __ <br /> 5 O terw Walls s be h asaar W type P1 6 wh t 2x6$Wds rLD lB oc t n.n <br /> 508 Interior Wells.hall be 2x4 Stud.@ 16'oc,u o n. <br /> z U <br /> 5Yx12 GLB +6 ry0'+ ry1'+ SYxl3y GLB 2+6 'r6 Wltare adjacent Shear walla are in contact.nail studs togeti-per 31806.See 1IS06 for spec al stud refit laments at Shear Wall <br /> W1,2112d EA Sl'llU RIM+l-10'-0" (EXTEND TO CORNER) types <br /> Pi 3 P1-2 and P2-2 t' ' O L11 <br /> . ..... - CANT.Yll x 10 Haatler1 shall be 4xfi t.c,.Sae Detail 131506 <br /> 2x4 SHTG L6DULR - 2x4 SHTG LEDGER JL_— ter( <br /> WING G I IRL A �-- W1(2)12d EA STUD _gJ( 11. Bu 11 up Stud Groups n Walls support ng Beams,Posts ur G rdar Trusses abova shall be 12)Studs.u n n.See General S11-1al ^ ��L <br /> MONOTRUSS Notes for fastening LL- g requlromenls <br /> fg2.0 w/HUC26-2___. _ (2)2xb✓v 1 i -- 2 2x6 (2)2x6 Wl 8 PER T <br /> $09 () 12. Sae 1(VS06 for Simpson to USP h mdware convatsion table. _ <br /> TO POST M N !tLs; HUC2(,e — ' HUC26.2 SOB 13/S07 0 <br /> END TRUSS (H=5'-6") <br /> TO POJ"I I TO POST <br /> 11 (2)2x6 W/HUC26-2 <br /> SOs TO POST i6 LEGEND _ <br /> END TRUSS i S09 L <br /> 1� (RIGHT (TOP ONLY AT ENTRY SX X DETAILCALL-OUT <br /> SIDE ONLY <br /> DOOR,EXTEND FULL <br /> LENGTH OF EA. <br /> SHEAR WALL) I P1_X SHEAR WALL BELOW PER SCHEDULE OF 11506 <br /> m <br /> (• BEARING OR SHEAR WALL BELOW N <br /> EXTENDED FRONT PUrG,�vt✓I ICiIJ-tLEV.'F1' t <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING) N <br /> p O <br /> POST BELOW <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 1 2 4 8 16 S 04A <br />