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METAL STUD AND ROOFING NOTES:•
A SEE SWEET W FOR GENERAL NOTES.
B. ALL 4" METAL STUDS REFERENCED TO BE 86MA 4008161 -54, ND.
C. ALL 4" METAL STUD TRACKS REFERENCED TO BE SSMA 400TI25-54, UND.
C. ALL STUD CLIPS REFERENCED AM BY TW STEEL NETWORK, aMTITUTION ALLOWED WITHEAR
APPROVAL.
D. PLYWOOD SHEATHING SHALL BE FIRE -RETARDANT TREATED, APA RATED, EVVSLM 1, WITH PANEL
THICKNESS AS SPECIFIED MR PLANS. SHEATHING SHALL BE FASTENED TO LIGHT GAUGE METAL
ROOF FRAMING w/ W-24 Tr EK SCREWS AT 65 O.C. AT PANEL EDGES AND 12' O.C. AT INTERMEDIATE
SUPPORTS, UND. FASTENERS SHALL BE LOCATED NO LESS THAN 3/15N FROM PANEL EDGES.
E. DENS -GLASS SHEATHING SHALL BE OF THICKNESS AND TYPE AS SPECIFIED ON THE
ARCHMECTILIRAL PLANS. MIN" FASTENING TO BE % x 11/4" LONG TYPE 6-12 BUGLE -HEAD
SELF -TAPPING, RUST RESISTANT SCREWS SPACED AT 81 OC. ALONG EDGES AND INTERMIDIATE
SLIPF'011 SCREWS SHALL HAVE A MIN" EDGE DISTANCE OF 3/8N. WHERE METAL STUDS
SUPPORT DENS -GLASS PROVIDE LATERAL STUD BRACING AT 4'-0N ON CENTER. NI
KEYED NOTES:'
1 40 METAL STUD FRAMING AT 168 O.C. Iii
2 4" METAL STUD TRACK, CONT.
RIDGE STUD TRACK BOX BEAM ((2XAM 400TI25-54). SEE R223W
4" METAL STUD TOP CHORD ROOF FRAMING AT 161 O.C. ATT-�$::H TO RIDGE BEAM PER DETAIL
AND TO BOTTOM CHORD PER DETAIL
5 4" METAL BOX SMD AT HIP. SEE 92T-04 FOR CLIP CCINNEC`ONS
6 4" METAL JAC*% STUDS AT I&N O.C. SEE UT -07 FOR CLIP CC§ INECTIONS Ii
7 4" DIAD. tNFILL METAL STUD TO SUPPORT TOP CHORD BOX STUD AT HIP
8 5/80 PLYWOOD SHEATHING, WE FRAMING NOTES FOR ADDITIONAL REQUIREMENTS.
9 4" METAL STUD ERECTION STRUTS LOCATED NEAR EA END RIDGE BEAM, TO SUPPORT
RIDGE BEAM DURING ERECTION.
39, Inim" 11, 1111110 ill WRITER77LEWIT, M.", 'T'Ill POP
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SHEATHING NOT SHEATHING NOT
DEAMII TYP.
%-Ill FOR CLARITY SHOM FOR CLARITY
P AT RIDGE AND HIP:
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ids N 1p" W SCREWS AT 12- O.C.,
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SCALE: 1/4" 1 -0"
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PER PLM
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1
OVER BEAM AT 16" O.C. 4METAL NIP
BOX STUD TOP
CHORD, SEE PLAN
STffCLlP PLATE METAL STDG
top CHORD
(PL5 1/2"x3 1/2'x54 MIL), 4' METAL JACK
TYP. AT ALL TOP CHORD STIP TOP CHORD,
STUD TO 150TTOM ICHORD 12 jl�, 4N METAL 141P .-.----&TFFCL11 HC4W-68 MIL.
SEE PLAN -s
CONNECTIONS, W/(b) W BOX STUD W92) W SC4REUIS EA. LEC 4" METAL JACK
4
SCREWS, (3) EA, Sf STO TOP CHORD
TWW
41 METAL STUD VFFCLIP JC400-68 MIL.
..IAN
BOTTOM CHORD w/4" w93) W SCREWS EA LEG
fill
T 40 METAL STW
CZNT. STLID i -68
IV -Z STIFFCLIP WC400
4 RIDGE BOX 51EAM
AN110 -7 1 11 1 Em- M1, E TOP CHORD
EA END, SEE PLAN wK2) W SCREWS EA, I
VT.O. BEAM
3'x3"x54 MlLxV-3N LONG W BEAM, SEE T --T
CLIP; w/(4) 012-24 SCREWS PLAN ON 5W
4' METAL HIP
SCREWS TO STUDS, TYP. (PLb 1/28Y3 In'x!54 MIL) �P ME (AL JACK BOX STUD
INTO W BEAM 4 (4) W STFFCLIP PLATE
w/(6) W TEK SCREWS,
ATE
44 MIL)
TOP 4 BOTTOM SCREWS,
STUD TOP CHORD
41 METAL STUD (3)1=A SIDE STIFFCLIP JC4010-68 MIL.
4" METAL STLV TIE AT 161 O.C. UV(3) W SCII EA. LEG
FRAMING AT I&N O.C.
4" DIAD. METAL STIFFCLIP WC400-" MIL. STff---VP WAM-68 MIL.
4N METAL HIP
w92) W SCREWS EA LEG;yrl
DENS-GLAS SHEATI-111I STLIP BRACE AT wK21 W SCREWS EA. LEG
PER ARCH. SEE FRAMINIG BOX STUD
161 O.C. &V (3) W
NOTES FOR INFORMATION SCREW EA END -- /�%'
4" METAL STUD
VARIES -SEE ARCH. TOP C440FV
(4) VO SCREWS 2.1
14/B.O. FRAMING Ea Ea TYP. AT STLC
V -8N UN.O.
PI
RC?OF FRAMNG AT ROOF FRAMNG
P,
CONNECTK)N
FRAMNG METAL HP TO REM AT HP CONNECTK)N
s2oliNIIIIINNIII05 SCALE: 3/4" V-010 SCALE: 3 S2.1-07 SCALE: 3" V-0"
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REVISIONS
13B 06/30/08
IA
ISSUED FOR PERMIT
06/27/08
ISSUED FOR BID
00/00=
11
WD PROJECT NUMBER UNIN
HDPB41023
'I O
iii
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