HomeMy WebLinkAbout1825 Etton Dr - Site Plans/Engineering - 03/26/19871
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JACK AMES (FIELD MODIFY 4,/12 TO 5/12)
COLORADO TRUSS SYSTEMS, INC. 205 SW 12TH LOVELAND, CO 80537
CO
F3-00116
tiETYPE18 W LEN Y X (MEMBER) C H O R D S MAXIMUM W E B S GONG LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA
MEMBR FORCE NOR DISP SLOPE/12 LOAD UNBRAC. MEMBR FORCE JT LBS
1 HLO1 GN20 3.OX 7.9 FR-TO (LBS) FT-IN-SK DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 3 2X 1 NSR1450E-1. 3E S.P.F. TOP CH. LL- 30 PSF
2 IN11 ON20 2.OK 2.8 1 158 3- 5 2X 4 MSR145OF-1.3E S.P.F. DL- 8 PSF
3 PK12 GN20 4.OX 4.5 1- 2 2472C 6- 6-14 4,000 76.0 0.0 2! 7 471C 5 158 5- 1 ZK 4 MSR145OF-1.3E S.P.F. BOT CH. LL- 0 PSF
4 IN11 GN20 2.OX 2.8 2- 3 2145C 5- 9- 2 4. 000 76.0 0.0 3- 7 636T DL- 7 PSF
5 HL01 GN20 3.OX 7.9 3- 4 21450 5- 9- 2 -4. 000 76.0 0.0 3- 6 8367 ALL WEBS 2X 3 NO.3 O.F.L. TOTAL LOAD- 45 PSF
6 IN02 ON20 3.0X 3.9 4- 5 2472C 6- 6-14 -4. 000 76.0 0.0 4- 6 471C '
7 IN02 CH20 3.0X 3.9 5- 5 234ST 5- 5-15 0.000 14.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING- 24 IN. C/C
6- 7 1601T 7- 6- 3 O. ODO 14.0 10.0 LOADS AS DETERMINED BY OTHERS AND SHOW ON
SPLICES 7- 1 2346T B- 5-15 0.000 14.0 10.0 INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. L/240
6- 7 SP10 GN20 3.09 4.5 DEFLECTION LIMITATIONS, FRAMING METHODS.
MAX. PURLIN SPACE- 0.0 FT. . MAX. UNBRACED SOT. CH. LEN.- 10.0 FT. WINO BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT)
DESIGN SPECS. ACCORDING TO UNIFORM ... PLYWOOD SHEATHING REGUIRED ON TOP WORD ... IS ALWAYS REQUIRED. IS THE RESPONSIBILITY LUMBER- 15 NAIL- 15
BUILDING CODE.1905 OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS- 15 BCH LS- 0
FABRICATION INSPECTION TO BE PROVIDED NOTE' LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS NAIL VALUES(PSI).NET
SAW SECTION 25. 1739(A) 'UBC STANDARD 25-11 ARE REOUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD CHORDS WEBS
CONNECTOR PLATES IN ACCORDANCE WITH ICBO BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS.
REPORTS 1329 AND/OR 1B95 °ROVISIONS MUST BE MAGI AT ENDS OR SPECIFIED INTERVALS 4VIM MAX MIN
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. GN20 135 90 163 1t2
REFER TO GANG NAIL TECHNICAL BULLETIN LEFT OVERHANG - 2- 1- 0
% 164 FOR FRAMING PRODUCTS APPLICATION This truss may be. field modified to a 5/12 RIGHT OVERHANG- 2- 1- 0
CANG-NAIL "BTC" RECOMMENDED FOR LATERAL top chord pitch thru over -framing without
RESTRAINT OF NON -BEARING PARTITION WALLS
any design modification provided there is
GANG -NAIL "OF TRUSS
RECOMMENDED FOR no dallla a to any integral portion of the
CONNECTION OF TRUSS TO RECOMMENDED
WALLS g Y g
truss.
11
GROSS BRG
JT REACT IN-SX
1 1268 3- 8
5 1268 3- 8
CAMBER- 0-1/8 HEEL - 4/16
5 i 2
2- 1- 0
f--- 12- 4- 0 12- 4- 0 -'
El
24- 6- 0
2- 1- 0
T
4- 5- 4
1
MAY 14, 1957