Laserfiche WebLink
=o <br /> l7 <br /> O _ <br /> E G <br /> �� w5 <br /> Q < <br /> a =_ <br /> Ld <br /> f� Om <br /> �SOS'0' 13 N� <br /> CS16x3'-0"- S08 q N^t <br /> -_, Fl 6.,. EAM TO PLATE 6Yx13Y GLB(DROPPED) V?„ <br /> - f - F <br /> 8 g' <br /> _9 / SOB In ,. <br /> 508 HORIZ.HTS30C- Z y T <br /> BEAM TO PLATE <br /> 12 C t �4x8 - <br /> 6 I-1 <br /> r, I 6 � p. <br /> 808 <br /> T. <br /> j 2x12 HF#2 <br /> @ 16"oc, <br /> `- /1 TYP.UNO 2 wsW •�'� <br /> ADJUST SFALIIf ft Li1L.1>s <br /> u SOB <br /> FLOOR FRAMING PLAN NOTES: <br /> ,b) _ FOR PLUMB]DIMENSIOfJ 1 or Sheathing shall .thick &�'(sneF$pan Rating 4B124j with long dimension perpendicu ar to supports. lue�r <br /> U I YSCJ <br /> A6 FOR Pl 11MBl'JG f <br /> to all Framing Members and Blocking below with adhesive conforming to A P A.Specikcatlmt AFG-0i.Fasten Sheathing to <br /> g with 2Y Simpson WSV#9x2'<,'screws as follows' ^` <br /> Framing th 0.131 0 x Nails or <br /> _ Framing Edges 6 oc LL <br /> Q HH#2 <br /> I r ,_pt -. .-__I I -_,_.. 00 w <br /> xl2 <br /> Framing Field 10'oc <br /> Boundares Blocking Struts B'oc 1 k J <br /> i �rL+6 SOB <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheen Panel LL�� W <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131 0 x 2Y'Nails or Simpson WSV#9x2)i"straws as follows: Ur <br /> DBL JOIST F Framing,Edges 4'oc Q <br /> - - - — Framin Field <br /> 9 0"oc <br /> f V � Boundaries Blocking,Struts 4"oc <br /> a I See Drawings for other Sheathing Nailing requirements rr� <br /> I 1 ro 2 Floor Framing shall be as'ndicated on plan Refer to General Structural Notes for other requi amenta. v <br /> z i <br /> -` P J I a ROOF FRAMING PLAN NOTES: i Q'i- 1 I •'Qx 6 o Sheathing shall ,,'thick(Panel pan ehng 24 18 Fasten Shealh'mg to 7•rammg with 0 x z T s fold <br /> I O <br /> r Uio `v l R SO6 Framing,EdgesI— <br /> . I II Framing.Field a 12"oc Q <br /> j III Boundaries,Blocking,Struts 6"oc W <br /> li ryrt}6 2� At Unframed Panel Edges provide PSCA Framing Clips--Wad between each Framing Member Sea Draw ngs for om., T J <br /> +6' CS16x"-LAP LOWER Sheathing Nailing requirements. ly <br /> TOP PLATE 1'-4"AND W <br /> -- ATTACH TO FLAT 2x4 M areas indicated as Blorhed Dieph,agrn provide 2x Flat Bieckng Iper General Structural Notes)at all Unframed Sheathing Panel <br /> 1 I DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2y"Nails as follows'. Q <br /> BLKG BTWN STUDS <br /> i II III Framing,Edges 4"oc <br /> � Framing Field 12'9 <br /> c <br /> �y 608 o-� Boundanes Blocking,Salts I A'- <br /> 0 Sae Drawings for other Sheathing Nailing requirements. <br /> _ O <br /> Roof Framing shall be as indicated on plan Refer to General Structural Notes <br /> PLATE PLATE <br /> CSiba:i'0'- 22}6 W 5. Trusses masked Slrui shall be designed to accommodate the indicated loads and connections. W <br /> TO <br /> I fi Over-framing Members shall be 2x0 24 oe framing staggered,or as indicated by the <br /> @ posted down Ionian tram below wr 2x4 18 oc.sta W <br /> ALL FRAMING OR HARDWARE Tr <br /> uss <br /> Manufacturer. <br /> N z NOT SHOWN OR SPECI I, FIED <br /> r O O <br /> W] P TO REMAIN rovide solid Flat Blockin at all V u' rq UNCHANGED y a ays Fasten Sheethm to Blockin ii accordance with Note s. <br /> 9 9 n <br /> 0 LL <br /> p 8. P—de,H2.6A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.lyp. O {.✓(� O <br /> WALL FRAMING PLAN NOTES 1,J } <br /> u, SOB 1 tenor Walls al a ear a type -6wN2x6 coda 16 oc o.. — t,y„ L— <br /> rd Inlador Walls shall be 2x4 Studs @ 16 oc u.o.n <br /> +6 L+6 �y z <br /> 5Yx%12 GLB '4 U <br /> 1�' 6y W x12 GLB 'e hre ton e adjacent Shear Walls are n—(act,nail etude together per 3/BO6,See 1/SO6 for spatial stud requirements at Shea,Wall <br /> 1y „6 <br /> ti <br /> L. .-- ✓„ F'.I, _ RIM+/-10'-0"' .. _RIM+/-10'-0 <br /> I '• 1YPas P1 3 Pt 2 and P2-2. O <br /> j I 10 need—shall be 4x6 u.d.n Sae Detail13/SO6. <br /> • LU <br /> 2x4 SHTG LEDGER <br /> 2x4 SHTG LEDGER <br /> W/(2)12d EA STUD — ——J W/2 1 0 <br /> MONO TRUSS O 2d E4 STUD it. Notes <br /> r Stud Groups n Walls support ng Beams,Posts or Gider Trusses above shall be(2)Studs,u..n.Sea General Structural /'► _ <br /> MONO TRUSS 11 Notes(or faster,ng requirements 1.L Ir..yL. Q <br /> PER (2)2X6 W! (2)2x6 SOS - (2)2x8 W/ 2 2x6 W/HUC26-2 12. See ims00 for Simpson to USP hardware conversion table. <br /> io <br /> 13/S0 HUC26-2 () <br /> (H=5'n TO POST END TRUSS O POST <br /> MONO TRUSS _ TO POST <br /> TO POST <br /> (2)2x6 W/HUC26-2 <br /> 18 TO POST (2)2x6 11 <br /> e B LEGEND <br /> S09 <br /> ENDTRUSS <br /> SO6 SO6 <br /> (TOP ONLY AT ENTRY (RIGHT XX <br /> DOOR,EXTEND FULL SIDE ONLY) 16 SX, DETAIL CALL-oU7 <br /> LENGTH OF FA, S09 <br /> SHEAR WALL) P(-11$� SHEAR WALL BELOW PER SCHEDULE OF 1/S08 <br /> k <br /> to <br /> to <br /> y l <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' I � BEARING OR SHEAR WALL BELOW r I <br /> BEARING OR SHEAR WALL ABOVE LJ <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> W <br /> Q do <br /> ®/y � doPOST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE of 1_ <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4A(M) <br /> _I <br />