Laserfiche WebLink
�J <br /> V1� <br /> W }Z <br /> OtE Sj <br /> a"J J' 4rZ <br /> lLx� w3 <br /> Q < t J <br /> xx <br /> F <br /> mCD <br /> m <br /> 1 8 <br /> S08 SOS <br /> Pr-4 j Uj x <br /> _..._ _ _..__._ - PACI JUST P. 3 <br /> —4,10 <br /> �AD S GAS REO'D <br /> 14 .. FOR PLUMBING,TYP.(SEEBe I I A6 FOR PLUMBING DROP <br /> DIMENSIONS) e <br /> 2 W <br /> S08 2x121411 i7I <br /> ®19.2"oc,TYP. g <br /> LUS210, <br /> TYP LINO — <br /> q <br /> -5Yz x12GLB(F) <br /> HHUS5.50/0 P <br /> ZFy I x12(F) <br /> J m S08 <br /> 0 K- .L <br /> FLOOR FRAMING PLAN NOTES-0 LAP LOWERt oar reamng she e'nIhlo anal Sp �g-if W li bng tlrmensron perpend le to uppon GI SI IhingOP f t.1TE 1.4"AND 2 to all Framing Mambars orb Blacking beoww d1 adhesl co xormingIo A PA.SpxAication AFG-01.Fasten eathrny toATTA TO FLAT 2x4 m Framing wth 013t 0x 2Y"NaIs or Simpson WSVagx2Y'sc%ws as follows'BLKG L WN STUDS ° �- Framing,Edges B oc M <br /> CD <br /> 4x12 O From n9 Field 10"oc K/ <br /> LL Boundaries Blocking,Struts I 6"ocl Uses <br /> o 'r AI areas'ndreated as Blocked Diaphragm provide 2x Flat 8lockiny(per General SWctural Notes)at all Unlreme 't inn ng Penal �J W <br /> (2)2xfi- Edges FasFler a1 in ShnegathEintlgg teo sF rem ng and_Blockin4g with 0 131'0 x 2Y Na Is or Simpson WSV agx2Y"screws ab to lows: L ♦V fh <br /> oc <br /> W xJ Q <br /> Framing.Field 10"oc <br /> S Boundaries,Blocking,Stints 4'Oc Q <br /> Zy SOB See Drawings for other Sheathing Nailing requirements. f 11 <br /> 2. Floor Framing shall be as indicated on Ian.Refer to General structural Notes for other requirements. I p 3 g s 1a p quiremen s. <br /> ry}6 ROOF FRAMING e NOTES: _ _ Z <br /> `L g shall (anef3pan Rating 24/18).Fasten Sit ng to ramin717�g w'dh 0—3 2Y Not.es follows. _0 <br /> Framing,Edges 6"oc <br /> ' Framing,Field _12"oc Q <br /> — Boundaries,Blocking,Shuts 8"0c <br /> 5 0 HU212-3 ry+b 4 pT At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for,other �L.I <br /> -0'LAP LOWER S08 Q v 'V (3)2x12 F P SOS /v� <O Sheath'n Nailing <br /> O ?,F CS16x3'-0"- 9requ cements. W J <br /> Yi) iTE 1'-4"AND +/-10'-6" SYzx15 GLB(DROPPED) 9 PLATE TO PLATE W <br /> A'ff r:.. TO FLAT 2x4 AI areas indicated as Bla had Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Untm su Psnei <br /> BLKG a ii STUDS Edges,Faslen Sheathing to Framing and Blocking with 0.131"0 x 2V2"Nails as follows'. m <br /> HHUS5.50/10 IFraming,Edges 4"oc <br /> 11 73 II Framing,Field I12"oc <br /> SD9 S08 SIM Boundaries,Blocking,Struts 4"oc <br /> ALL FRAMING OR HARDWARE See Drawings for other Sheathing Nailing requirements. <br /> NOT SHOWN OR SPECIFIED MONO LL <br /> TO REMAIN UNCHANGED TRUSSES I 4. Root Framing shall be as Indicated on plan.Haler to General Structural Notes. <br /> C 24"oc r W <br /> 5. Trusses marked Strut shall be designed to accommodate the indicated loads and conneeaons. 'Ar' �J <br /> ir <br /> HORI2.HTS30C— g M posted g @ staggered,or as inokaled by the "� L W <br /> ?uY EA.SIDE BEAM 6. Ovedramin Members shall be 2x4 24"oc bed down to main training below w/2x9 46"oc, <br /> 111 ITO Pj I TE _ (212zfi irusa ManWacwrac O a <br /> AT <br /> LOW Lq _ 1 <br /> LU <br /> so .o ROOF TO BEAM I so I U212 11 %. Provide solid Flat Blocking at all Valleys.Fasten Sheathing 10 Blohing in accordance with Note 3. O r <br /> y PER 11/BOB,SIM ry} SOS LL <br /> ,6ry1- G �>j� l'6 c? o' ry ; S. Provide H25A Clip each side or TLOK6 Screw,each ply at 2-ply or greater Girder Truss ends typ. 1 O <br /> (2)2x6JF _.___ (2I2x6 dr CONT.4x1�F) ,off WALL FRA rM�ING PLAN NOTES _ —1 <br /> --" — 6 9 xlenor a s all be ear a t e 7-e wr x to s t6 oc u o n - <br /> 21x6 P1-2 2 2x6 6 L Interior Walls shall be 2x4 SWtlB Q 16`oc u.o n. (� <br /> COMMON TRUSS _ (2)2x6 W/ — — — -- Whom adjacent Shaar Walls are n contact,nee studs together <br /> ^_ SY 06 GLg ge per 3/SO6.Sae 1/S06 for special wind mquiremis•,, ohea Well Z <br /> _ HUC26.2 COMMON TRUSS types P1-3 Pt-2 end 12-1. w C O <br /> (2)2x6 W/ _11 MONO TO POST ) N 7 C <br /> (2)2z6. 11 RAISED HEEL 10. Headars shag be 4x6,u.o.n.Sea Deta l 131806. <br /> HUC28-2 COMMON TRUSS _�-- SoJ - U TO POST TRUSSES 1 GABLE END TRUSS Xd' MONO TRUSSES <br /> \�(2)2x6 W/ 24"oc BOB ®24 oe 11. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> (2)2x6 - HUC26-2 11 Notes for fastening requirements. Q <br /> _ SHTG LEDGER S09 U) <br /> GABLE END TRUSS TO POST SO6 SOB PER 13/SOB 12. Sea 10/SO6 for Simpson to USP hardware conversion table. <br /> (RIGHT SIDE ONLY H)2x6 W1 <br /> SHTG LEDGER EXTEND FULL LENGTH <br /> 16 PER 131SO8 OF SHEAR WALL) TO POST <br /> So9 LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' sxz DETAIL CAL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF 7/S06ob <br /> k <br /> ob <br /> D <br /> BEARING OR SHEAR WALL BELOW on <br /> H <br /> W <br /> [___] BEARING OR SHEAR WALL ABOVE 0. <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w oo�ii <br /> Jd� Q N <br /> / o <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04 B <br />