Laserfiche WebLink
W <br /> t� <br /> E u? k Z <br /> U� s. <br /> Wx <br /> U Cc, <br /> � <br /> a T= <br /> m <br /> h <br /> ok U a.,: <br /> Mk z a = <br /> Sri T. l _ <br /> Iss <br /> act <br /> I <br /> 47-� <br /> 11AIS09rgCCtq WALL SHTG - Fram ng with G.131 O x 2Y"Nails or Simpson WSV#9x2Y screws as follows CON T-17,U FramingEdges 6"oc CORNERRU �s LL <br /> At areas and cated as Blocked Diaphragm proM.2z Flat Bbck r g(Par General SWctural Notes)at ad Unframed SheaNng Pa tat �jr Etlgas.Fasten Sheathing to Fram ng antl Black ng with 0.131'0 z2 z Na Is orSimpsonWSV#9x2Y;strewsa5 toAowsrL/. <br /> c_IC nBEAp )-.. (2)CS16ST-T' Framing,Edges 4 oc BEAM TO EA. Framing Field 10'oc . 1Q <br /> PLATE Boundanes Blocking,Struts 4"ocQ <br /> t8 t bee Drawings forother Sheathing Nailing requirements. (D <br /> S09 SO 2 Floor Framing shall be as'ndicated on plan,Refer to General Structural Notes for other requ re vents. �lfi Vt <br /> LOW ROOF Z <br /> TRUSSES I ROOF FRAMING PLAN NOTES: d� <br /> i <br /> oo heath ng shall be is th ck pan Rat ng 24/16).Fasten Sheath ng b taming with 0 131'6 x 2};"Natla as o lbws. 0_ <br /> .._.__._ _ Oo L>1�24"oc II 3. a (Panel — , <br /> ALL FRAMING Frammg Etlges 6"oc <br /> NOT SHOWN OP,I LLII-IEC p ALL FRAMING OR HARDWARE w Frammg Fle---(E -- t2'oc F- <br /> NOT SHOWN OR SPECIFIED a <br /> TO REMAIN UNCHANGED ! �:_ w a y Boundanes Blocking Struts 6 oc <br /> �..._.___ ___ TO REMAIN UNCHANGED O I j At unlrailletl Panel a Edges,provida PSCA Framing Clips centered between each Framing Member.Sea Drawings for other LLI <br /> Sheathing Nailing requirements, J <br /> GLHr h. -)— _ o W <br /> GLB PER S64 W At idicalerl as Blocked Diaphragm.provde 2x Flat Blocking(par General Structural Notes)al all U ttra led Shaathng Panel LLI <br /> Ed,..Fasten Sheathin <br /> V is ges g W Framing and B F—Tw lh 0 131 C4 x>y'Nals as follows: <br /> I I FI USa.t� HHUS6.60/10 �' m Framing,Edges 4"oc <br /> 12"oc <br /> �T t V—--" PT Boundaries,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing N l'g requirements <br /> 4. Roof Framing shall be as indicated pall Rater to General StruGu'al Notes <br /> 12 <br /> (�S--i6'j I ICI 11 -I S 8 5. Trusses marked Sir,,shall be d 1y d to accommodaln Iha ntlrcated load,and connect,,,. Ll.f <br /> ['. Ovadrami"g Members shall be 2x4 @ 24"oe posted down to main framing below w/2x4 48"oc,staggered.or rl indicate,by Iha w <br /> Truss Manlfiaclurer �� W 7 Prov Ge solid Flat Blocking w all Valleys Fasten Sheathing to Blocky g g t accordance vi lh No le J. 0 <br /> S. Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends typ. O <br /> !n <br /> J _L_ _ W �RwMIaGaPo NNOTasrpe ,-ewnh2x6Studa@16•ocu.o.n. LL v I— <br /> _ as a <br /> —'. P1•s mlararwaus:nallbezx4swda�,6o U <br /> Where adjacent Shear walls are In contact,"all studs together cer 3/SO6.See 1/506 fors l stud r <br /> 9e peal, a aremen,aat6hea Wall u�1 o <br /> I 11 types p1-3 Pi 2 and P2-2. I <br /> 509 10 Heatlers shall be 416 u o.n Sea Detail 13ISG6, QI Q�'r <br /> EXTENDED GARAGE OPTb V V nWaatinPpo rg Beam P Is or Gireer rus as above shall be t2j SWtl>uo.n.sae Ge eral Structural n LL r' <br /> 3 K GARAGE OP I IVIV-ELcv 1 a,b., smdGrau a <br /> �N-ELEV.'C Notes for raatenmgregmremama. Q I <br /> _.. 12. See 10/SO6 for Simpson to USP hardware conversion fable oLL <br /> LEGEND <br /> S .X <br /> DETAIL CALL-OUT <br /> `a <br /> Pt- SHEAR WALL BELOW PER SCHEDULE OF 1IS06 F' <br /> I <br /> BEARING OR SHEAR WALL BELOW F_ <br /> M <br /> BEARING OR SHEAR WALLABOVE j <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/B'TTOM OF FRAMING' <br /> �Y W o it <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THIRD FLOOR FOR POST ABOVE � <br /> FOR HEADER PER PLAN NOTE 10 Jy <br /> 0 1 2 4 6 16 Sl)4.1 C <br />