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<br /> v7
<br /> �O
<br /> V
<br /> 3 Q.
<br /> �O� 13 ti� SOB S SO
<br /> CSi6x3'-0"-
<br /> o. %xM2 GLB(DROPPED)BEAM TO PLATE P1-6
<br /> -HDR C7
<br /> e CTj
<br /> m SO6 ,�^ LUS210, g
<br /> HORIZ.HTS30C- V TYP UN O S08 z
<br /> BEAM TO PLATE P1-6 _ JAIL 1114
<br /> �,LT6 4x8- - 3Y2x12 GLB( UZ
<br /> F) �+6 7
<br /> 8
<br /> SOB 1
<br /> \2l2*6 "S"�:'ty'
<br /> 2x12 HF#2
<br /> 2 @ 16"oc, `--i- wuw �.
<br /> S08 TYP.LINO ADJUST SPACING AS
<br /> FOR PLUMBING,TYP.(SEE
<br /> A6 FOR PLUMBING DROP 2 —,-
<br /> DIMENSIONS FLOOR FRAMING PLAN NOTES: -
<br /> II II I SOB 1. bor Sheathing shall be-/V Milk T&G(Panel Span Rating 48124)swirh long dimension perpentlicular to suppcns.,Ira xalhing
<br /> to all Framing Members and Blocking below with atlheswe conforming to A.P.A.Specification AFG-01,Fasten Sheathing to
<br /> Framing with 0.131"0 x ZY"Nails or Simpson WSV#9x2Y"s ew as follows: ��
<br /> 2x12 HF#2 Framing,Edges 6"oc PV1
<br /> 12"oc Framing,Field 10"oc CO _
<br /> Boundaries,Blocking,Struts 6"oc U—
<br /> 3 Atareas Indicated as Blocked Diaphragm,provide 2x Flat Blacking(par General Structural Notes,at am Unnomec Sh—h ng Panel W
<br /> 22+6 SOB ?2+s Edges.Fasten Sheathing to Framing and_Blocki%with 0.131"0 x Z z"Nails or Sanpson WSV#gam"screws as iollaws c^
<br /> Framing,Etlges _ 4"oc VQ
<br /> DBL JOIST(F) Framing,Field 10"oc
<br /> 0 1
<br /> R, I-IF fl- ull I
<br /> Bountlaries,Blocking,Struts 4"oc `�
<br /> dSee Drawings for other Sheathing Nailing requirements, rQrn
<br /> TQ- _. Fluor Framing shell be as intlicatetl on plan.Refer to General Structural Notes far aNer requirements. z V
<br /> �a P7-6 ROOF FRAMING PLAN NOTES. O O
<br /> B x 3. Roof Sheathing hall be e"thick(Panel Span Rating 29/ifi) Fasten Sheathing of ram g ih 0.73t'O _7 N l as follows:
<br /> SO6 N 8 Framing,Edges G'oc Q
<br /> S08 F amirlg,Field 12"oc
<br /> Boundaries,Blocking,Struts 6"oc w
<br /> At Unframed Pan61 Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings fur other L(f
<br /> -0"-LAP LOWER `>-ry +6. Sheathing Nafmgrequirements. J
<br /> 1-4"
<br /> ATE FLAT
<br /> Al areas indicated as Blocked Diaphragm,provide 2,Flat Blacking Iper General Structural Notes.at all Unframed Sheathing Panel w
<br /> i W FLATS DBL JOIST(F) Edges.Fasten Sheathing m Framing and Blocking wdh G.131"0 x ly_'Nails as follows'. m NVN STUDS
<br /> - -� Framing.Edges 4"oc
<br /> � Framing,Field 12"oc
<br /> R�+6 S06 42+6 Boundaries,Blocking,Struts 4"oc
<br /> See Draw ngs fo oche Sheathing N icing requ ranenis
<br /> o io y SY2x16Y¢GLB(DROPPED) 4- Roof Fram 1g short be 1d t tl n plan Refer to General sh-ural Notes {�
<br /> 22* N
<br /> S16x3'-V6. Trusses.narked Strutshall bed ned to accom.rwdare tile-adcated loads and connecliens. LIJ
<br /> LATE TO PLATE designed (�
<br /> ALL Ff".A1'J11FIv J "RIJVdARE LL "' 'C VO a Ovedram ng Members shall be 2x4(24 ac posted down to man f-hing below w/2.4 C.4&'oc,st.g,e,W or es rnb cared by the L.L�
<br /> Z V Truss Manufacturer O .� W
<br /> NOI 61-,)VN.,,_�PEGFIED O _- LL \2
<br /> TO REMAIN l N'.'1ANUED 0
<br /> 0 y Q LL Provide sold Flat Blocking al all Valleys.Fasten Sheathng to Block rg in accordance with Note.. "J I w
<br /> - - p UL
<br /> u- L1�
<br /> 4N p 6. Pro—H2 5A Clip each side or TLOK6 Screw each ply at 2 Piy ur greater Girder Truss and,hip. O
<br /> K 11
<br /> 0 WALL FRAMING PLAN NOTES: J �^•,
<br /> 6 p 9. Exter or Walls shall be Shear Wall type PI-6 with 2.6 St tl G he .n. V �`
<br /> r-(2)2x -,, - Sob inter or Walls shall be 2x4 Studs @ 16 pc u.o n 7
<br /> <2 'fir j HUC t.-e e' 2 0 6 2 ry Z
<br /> TO PO:,i `o+d+ 5Yx12 GLB s `� 'L�+ Syx13)4 GL8 2+6 2-F6 NAtare atliacem Shear Walls are-n contact.1ai1 stwls together per 3i50s.Sae IBO for speGal sNd requ ranents at shear Wall 1 Z
<br /> Rlt q+(.'0 - I RIM+/-10'-0" 1111(EXTEND TO CORNER) _ _ rypes P1 3 Pi-2 and P2 2.
<br /> CANT, Q_
<br /> -- - - - 10 Headers shall be 4x6,u q n,See Detail 131506.
<br /> ATTACH LOW ROOF �— - ATTACH LOW�OOFMDIREC-rLYTO RIM � —— _ DIRECTLY TO J 'i. Bi It up Stud Groups n Walls supportng Beams,Posts or G.der Trusses above shall be(2)Studs,u.o.n.See General Structural _
<br /> BEAM PER 121508,SIM -- E dU I US _ BEAM PER 121 ,S END TRUSS P1 2 Notes for fastenng requ rements. LL(2)2x6 Wl HUC26-2 _ -y(4 FtA "=r_, 1-2 (2)I7x8 (2)2x6 W/HUC26-2 6 PER '2. See 10/606 for Simpson to USP hardware toners on table. L L
<br /> MONO TRUSSw @24"0 lU' _
<br /> TO POST TO POST S08 13/S07
<br /> 4 '- END TRII . �— 2x4 RAFTERS®24"oc (H=5'-6") Z)
<br /> (2)2x6 W/HUC26-2— TO END TRUSS
<br /> 2x FUL L Fir'. MONO
<br /> ha-oi 7
<br /> A
<br /> LEDGE, ll) TO POSTTRUSSES 11 !
<br /> 2tl EA Tr.U55 S00 2x FULL DEPTH LEDGER LEGEND 8 @ 24oc 8 W/(2)12d EA TRUSS VERT VERT SOfi SO6 7�N
<br /> (RIGHT (TOP ONLY AT ENTRY SXX DETAIL CALL-OUT
<br /> Spa j SIDE ONLY) DOOR,EXTEND FULL Q
<br /> LENGTH OF EAof
<br /> SHEAR WALL) (P1_-X1 SHEAR WALL BELOW PER SCHEDULE OF I/SOB m
<br /> EXTENDED FRONT PORCH OPTION-ELEV. U — --t BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE a
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W
<br /> Q `
<br /> I] ,
<br /> POST BELOW
<br /> I W
<br /> PT-LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HEIR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 tE S O4 B
<br />
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