Engineered Truss PlansLUMBER SPECIFICATIONS
TOP CHORD 2X6 SEL.STR. HEM -FIR
=I DF -L
1450E -1.3E
50T CHORD 2X6 =1 HEN -FIR
•1 UF -L
1450F-I.3E MSR DF -L
WEBS 2X4 STANDARD OR STUD DF -L
4 --WEB .2 IS 2X4 22 DF -L
▪ WEB =4 IS 2X4 CONSTR. DF -L
- WEB .10 IS 2X4 COk;;T6. DF -L
-1-WEB =12 IS 2X4 CONSTR. DF -L
PLATING I5 FOR T-20 SERIES / DF MSR
NCTEI LOCATE INTER -PANEL SPLICES AT 1/5
PANEL LENGTH +/- 6 INCHES FROM
EITHER END OF THE PANEL INDICATED.
24.00'
4-10
60OS
UBC
TC." CHORD
T -4905
T 2 -6937
T 3= -6950
T 4= -6950
T 5- -5532
T 6.. -3064
T 7. 363
CONCT
MEMBER FORCES FROM LEFT TO RIGHT;
BOTTOM CHORD WEBS REACTIONS
B 1. O W 1= 1637 W 8= 1522 REACTION a 9. 1670
B 2= 4899 W 2= 5031 W 9= -995 REACTION o 15= 2061
B 3= 693- W 3= 1078 WIC= 2685
6 4= 5528 W 4= 2109 W11= -1461 BEARING AREA REO'O ISO IN)
8 5= 3062 W 5= -498 W12= 35128 BEARING 0 9 4.12 -IF/ 2.67DF
B 6= -195 W 6= 13 W13= -2038 BEARING 0 15 5.142-1F/ 3.33DF
6 7= -195 W 7= -493
TRUSS LOADING ICON i)
LL*DL ON TOP CHORD = 37,0 PS,'
DL ON CEILING = 5.0 PSF
TOTAL ULSIGN LOAD = 42.0. PSF
ADDITIONAL LOADING
TC VERT 222.01 222,OLL) LBS AT PANEL POINT
LOAD DURATION INCREASE = 1.15
5-6(S)
2.5-4 (NS)
6
AL SPL.
4-6
....... ..t
cl`ONIAN�
•
JOSEPH W.
;• TH ALER. )R.
E 1.
_ .
9� Q �rO�....
�4.
2.s-0ANS ) 3-10 • (NS) i 3-8(NS)7
RN96120 (S) RN96120 (S) 7-10(S)
ALT. SPL. ALT. SPL.
AN64120 40'-0.0" 7-10
42'-0.0' OVERALL SPAN
2.5-3
•
•
.5-4
SPACING DATE �� IT IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN MAT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE
24.00' O.C. 7/23/05 ! RCTIIRL DEAD L0N05 2H2mEo UT THE STRUIIURE AND 'NE LIVE L0A05 IMPOSE0 51 THE LOCAL BUILDING COOE OR
-�-`1 HISTORICAL CLIMATIC FABRICATION.
N. CONNECTOR PITT 25 ASSUMED FOR DIMENSIONAL ACCURACY. VEPICY ALL
���. OSNENSIONS PRIOR TD FABRICATION. C�7N NECTOR PLATES SNONN ARE TRJSWRL Ib. 18. OR GAGE AS SPECIFIED.
FABRICATION HALL COHPLT WITH IME 'DUALITY CONTROL MANUAL' OF .HE TRUSS PLATE INSTITUTE ITPTI ANO 121 THE
TRU54 L TRUSCOM MANUAL. RLL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EOUALLT DIVIDED. A DENOTES
-PECIRL'CUTTING. ONLY LATERAL BRAC1N: REQUIRED OF INDIVIDUAL TRUSS MEMBERS I5 NOTED ON THIS DRAWING.
TH1S DESIGN ASSUMES THE TOP CHORD TO RE CONTINUOUSLY BRACED 5Y SHEATHING UNLESS OTHERWISE STATED. WHERE
NO RIGID CEILING 15 RPPLIEO DIRECTLY TO THE 000008 CHORD. IT SHALL BE BRACED R1 INTERVALS NOT EXCEEDING
10'-0'. PERSONS ERECTING TRUSSES ARE CAUTI1NEO TO SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTION
BRACING WHICH IS ALWAYS REOUIREO 10 PREVENT TOPPLING ANO 00MINOING'. REFER TO 'BRACING W000 TRU45ESi
CUMHENTART AND RECOHMENOAT10215' UPI! NHERE CONFUSION MAT EXIST CONCERNING PROPER F2ELO ERECTION.
CLERflLT MARK INTERIOR BEARING LOCA1 ONS. CRNT'LEVERS, RHO THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER
INSTALLATION. TRUSSES SHALL NOT BE P;ACES IN ANT ENVIRONMENT THAT AIL1 CRUSE THE MOISTURE CONTENT OF THE
W000 10 EVCEEO 1221 AND/OR CRUSE CONNECTOR PLATE CORROSION. CAHRER. WHEN NECESSARY. IS BEST DETERMINED Or
.':0201015 APPLICATION OF EXPERIENCE AND THEREFORE 15 051510E THE SCOPE OF RESPONSIBILITY OF TAUSWAL.
AN ADVTRUS® DESIGN
THUSNPL
�,'N/\/\/ SYSTEMS
R:T,HAL SYSTEMS CORPORATION A SIGNORE CO".PANT