Laserfiche WebLink
u <br /> C�v <br /> �a <br /> W z <br /> N o � <br /> Q'W U W Z <br /> VQ o D <br /> tL= <br /> U, a <br /> W <br /> a' <br /> xz <br /> m;1- <br /> �� <br /> m <br /> N <br /> C- <br /> SOB SOB <br /> 4%0 4 )0 <br /> P z� <br /> +a rlItlI'Y+ f�g�g55 <br /> ADJUST SPACING AS RE 'D <br /> FOR PLUMBING.TYP.(SEE 14 <br /> z <br /> A6 FOR PLUMBING DROP SOS 0 a{ <br /> DIMENSIONS) w I ILL ' a <br /> 2.12 HiP22 ( 2S08 <br /> g Ld]1g.2"or.TYI, <br /> —LUS210, '-Z 1 <br /> SOB / TYP UN0 r' <br /> �I qFr ASM% .__. z <br /> SYax12GLB(F) I I� I <br /> III <br /> HHUS5,50/1l7 p <br /> I t <br /> 2 4r IZ(F' <br /> _ <br /> SOIL I' <br /> FLOOR FRAMING PLAN NOTES: <br /> 3 O CS16x8'-0"LAP LOWER 1. F ot; eathing she be/"thitic 8 (anal pan Rating 4&24)wlih long dimension perpend ular to supports.Glue Sheathing <br /> Sea P TOP PLATE V-4"AND o all Framing Members tl Blocking below with atlhesive conforming to A.P.A.SpecilitzGon AFG-01.Fasten Sheathing to <br /> ",{� �% m ATTACH TO FLAT 2x4 Framing with 0.131"0 x 2v"Nags or Simpson WSv Ngx2Y"screws as follows. <br /> BLKG BTWN STUDS Framing,Edges 6"oc W <br /> - 2 ��nn Framing Field 10 oc <br /> 4x12(F) u, Boundaries,Blocking, truts 6 0c J <br /> 0 At areas indicated as Blacked Diaphragm, rev de 2x Flat Blocking(per General Structural Notes) t all Unframed Sheathing Panel <br /> zY 2Y' A g 131 0 x -Nails or Simpson WSV 1f9z -screws as follows. rr1 <br /> (2)2%6 __ � Edges.Fasten Sheathing to Framing and Block ng with 0 �! <br /> a <br /> -- — n. Framing Edges 4 oc Q <br /> .' Im <br /> a <br /> Framing Field <br /> g _ Boundaries,Blocking,Struts 4"oc ��� Q <br /> \OB IL See Drawings for other Sheathing Nail ng requ rements <br /> _ 2. Floor Framing shall be as indicated on plan Refer to General Struclual Notes for other rep (. <br /> ? ROOF FRAMING PLAN NOTES _ O Q <br /> 3. Roof Sheathing s a s e thick(Panel Span Rating 24116).Faslan Sheath ng to Frain ng w'Ih 0.131''0 z 2�-Nails as follows.- — <br /> d• Framing,Edges 6"oc z Q <br /> ` Frammg Field <br /> q Boundaries Blocking,Struts 'oc �J <br /> _ O 4 P — rill C i p J._ ti Z LLI <br /> 'vV'0 S08 dt k <br /> At Unframed Panel Edges.provide PSCA Framing Clips centered between each Framing Member.Sae Drawings for otr.er J <br /> CS1&T-O"- Q a\ti* d' (�?.: C O CS18x8'-0"LAP LOWER Sheathing Nailing requirement.s w LLI <br /> PLATE TO PLATE N 5Yx15 GLE(DROPPED) 1-»-u' TOP PLATE 1'-4"AND <br /> ATTACH TO FLAT 2X4 At....indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel J Q <br /> 77 <br /> BLKG BTWN STUDS Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows. <br /> HHU:..50110 Framing,Edges 4"oc <br /> 16 Framing,Field 12"oc <br /> G: t <br /> S09 s,Blocking,Struts 4"oc <br /> ALL FRAMING OR HARDWARE See Drewings for other Sheathing Nailing requirements. <br /> ATTACH LOW NOT SHOWN ORSPECIFIED <br /> ram <br /> m ROOF TO BEAM TO REMAIN UNCHANGED 4. Roof Fmg shall be it indkaled on plan.Refer to General Structural Notes. <br /> PER 11/SO8,SIM W <br /> I, w 5 Trusses marked Strut shall be designed to accommodate the'nd'cated loads and connections. <br /> HTS30C � MONO END TRUSS A/ <br /> xx^ 6 Ovedram n Members shall be 2x4 24'oc g Q staggered or a y LL• <br /> JE BEAM rn' g posted down to main f am n below w/2x4 48 oc,sta d s indicated b the W <br /> 0 PLATE �' Truss Manufacturer. <br /> OLu <br /> 1 I ( / / I �I 7. ProvMe sold Flat Blocking al all ValWys.Fasten Sheathing to Blocking in accordance wM1h Note 3, LLS <br /> (MAX) `�8 —r`o `L d+ B P ov Ee H2 5A Clip each s de of TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. O r 0 <br /> 6 CONT.4x12 Fl (2)2x6 (2)2x6 all type -s with 2x8 lutls�8'oc u.q.n. v/ <br /> H1.1411� -� � '� _ WALL FRAMING PLAN NOTES: <br /> �', - e. xter or a a a <br /> 2 2xE C .P1-2 2 2x6 Interior Wells shall be 2x4 Stutls Q i6 oc,u o n <br /> Slix15 Of <br /> GLB J tiry / (2)2x6 W/ MONO Where adjacent Shear Walls are n contact na I studs together per 3/SO6.See 1/$06 for specal stud requirements at Shear Wall V <br /> +�' HUC26-2 TRUSSES types P1-3 P1.2,and P2-2, w C O <br /> 7 'At <br /> HEEL TO POST 16 ®24"oc (2)2x6 W/ c <br /> SD8 MONO TRUSSES 11 fdf'%9 HUC26-2 10 Headers shall be 4x6 u.o.n Sea Detail l WS06. a f- <br /> 24"oc SOB _v 1 S09 TO POST U <br /> r- 11 Built-up Stud Groups n Wells supporting Beams Posts or Girder Trusses above shall be(2)Stutls,u.o.n.See General Structural �/ — <br /> (z)2x6 W/ _... see (2)2%fi W/ (2)2x6 Notes for faslering requirements. LLB a <br /> HUC26.2 o S06 HUC26.2 12. See 101SO6 for Sim LL W <br /> TO POST 5 TO POST Simpson to USP hardware conversion table. <br /> _ rc (RIGHT SIDE ONLY <br /> EXTEND FULL LENGTH <br /> OF SHEAR WALL) 11 <br /> see LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' st E DETAILCALL-OUT <br /> a <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SD6 <br /> 7 <br /> (— -� BEARING OR SHEAR WALL BELOW N <br /> r <br /> K <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) <br /> 0 <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 iti <br /> SO4A(M) <br />