Loading...
Plans Ilk PEYTON-1 OMI A & ASSOCIATES CLIENT: RHL 954 TOWN & COUNTRY ROAD PROJECT: CANOPY WRAP ORANGE, CA 92868 JOB NO.: 120535 (714)245 -4930; FAX(714)245 -4933 DATE: 03- Jun -02 SCOPE A NEW 2' -5 1/2" HIGH LAZY "S" SIGN WILL BE ADDED TO THE EXISTING CANOPY. THE NEW LAZY "S" SYTEM WEIGHS 11 PLF AND IS APPLIED OVER THE EXISTING FASCIA SYSTEM. THE EXISTING RED LIGHT BAND AT THE BOTTOM OF THE FASCIA WILL BE REMOVED. ESTIMATE EXISTING FASCIA WEIGHT: ACM= 1 PSF x 4 FT.= 4.00 PLF 20 GA. SOFFIT /GUTTER= 1.656 PSF x 3 FT.= 4.97 PLF FASCIA FRAMES= 3x1x16GA= 1.1 PLF x 6'/4'= 1.65 PLF TOTAL = 10.62 PLF NEW= 11.00 PLF TOTAL= 21.62 PLF USE: 25.00 PLF CHECK EXISTING DECK CANTILEVER (SEE SHT. 2) THERE IS NO CHANGE IN THE WIND PROFILE AND THERE ARE NO MODIFICATIONS TO THE EXISTING STRUCTURAL FRAME, THERFORE EXISTING CANOPY IS OK. • • • •• • • • • • • S. • .•.. • .... • • • •..• • •• •• • • • • •••. •. •• .•. ,JUN.112� • • • • • • .. • .. • • •• ��.�,Q•PAON •`• , '•.. ��'tNFF y • • • • • 1; + 8 24 'Q • • ••• \ �vail OREM ° q,QC 21, ti°' 9 19 0 E. P EcO r • �c P._ 12)' x/02 9 4 4 6 • . P EYTON- TOMITA & ASSOCIATES 06/03/02 SNOW DRIFT CHECK: Pg= 25.00 psf I= 1.00 4-- 4.15 —l■ Ce= • 1.00 42.91 psf Pf= 25.00 psf . ROOF WIDTH= 40.00 ft. 2.49 25.00 •sf Wb= . 40.00 ft. . 0.5hd= 1.04 ft. • D= 17.25 pcf hb= 1.45 ft. DRIFT P= 37.20 PLF hr= 3.09 ft. AT 1.38 FT. FROM FASCIA 4(hd)= 4.15 ft. 2.30 FT. FROM BEAM 4(hr -hb)= 6.58 ft. W= 44.76 PLF TO PURLIN (hr- hb) /hb= 1.13 Check for drifting Pm= 42.91 <= 53.37 psf OVERHANG= 3.69 MOMENT= 255.65 FT- LBS /FT DUE TO DRIFT 112.58 FT- LBS /FT DEAD. W/ 25 PLF FASCIA 36823 FT- LBS /FT D +S <= 466' #C OK • .... • • •• • • •• • •• • •••• .... • • • • ... . • .. .. • • • • • •... • • • •••• - • • •• .. . • •. • • • • • •. • .. • • • • .. • .... • • •. • .. • • • • • ••• • •••• • • • . • •••• • a 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 CFS • Version 3.51 . Section: becker.sct Rev. Date: 5/29/02 3 "X1650 GA. CANOPY DECK Rev. Time: 12:08:41 PM . Rev. By: PEYTON- TOMITA & ASSOC. Phone: (714)245 -4930 954 TOWN & COUNTRY ROAD Fax (714)245 -4933 ORANGE, CA 92868 DPeyton359 @aol.com • . 1 • Section Inputs Material: A653 SQ Grade 40 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in ^6 Torsion Constant Override, J 0 in ^4 Part 1, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to center of gravity 0 in . Y to center of gravity 0 in Centerline dimensions, Open shape • Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. • (in) (in) • • •••• • 1 0.375 90.000• 0.093750 None 0.000 0.000 0.188 • •• ;••• 1.016 180.000 0.093750 None 0.000 0.000 0.508 • • •••••• :•3•••: 2.984 270:000 0.093750 None 0.000 0.000 1.492 •••• 16.000 0.000 0.093750 None 0.000 0.000 8.000 • .4• •• • N.5• :•• 3.063 90.000 0.093750 None 0.000 0.000 1.531 •••• 6 1.250 0.000 0.093750 None 0.000 0.000 0.625 • •••' •7• 0.625 270.000 0.093750 None 0.000 0.000 0.313 •• • •• • • • • • •• • •• • • • • •••• • • • •• • • • • • ••• • • • • • • • • •••• 3 hi , .....• . . ....,,_ ,... . Version 3.51 Section: becker.sct Rev. Date: 6/29/00 3"x16 GA. CANOPY DECK Rev. Time: .11:27:57 AM - SEARS POINT • Rev. By PEYTON - TOMITA & ASSOC. Phone: (714)245 -4930 954 TOWN & COUNTRY ROAD Fax (714)245 -4933 . ORANGE, CA 92868 DPeyton359 @aol.com Full Section Properties Area 0.86592 in ^2 Wt. 0.0029441 k /ft Width 25.027 in • • Ix 1.104 in ^4 rx 1.129 in Ixy 0.533 in ^4 Sx(t) 0.4692 in ^3 y(t) 2.353 in a. - 89.018 deg Sx(b) 1.4834 in ^3 y(b) 0.744 in - Height 3.097 in Iy 32.173 in ^4 ry 6.095 in Xo -0.393 in - Sy(1) 3.8804 in ^3 x(1) 8.291 in Yo -1.968 in Sy(r) 3.5773 in ^3 x(r) 8.994 in jx 0.406 in Width 17.285 in jy 10.696 in . I1` 32.182 in ^4 rl 6.096 in I2 1.095 in ^4 r2 1.124 in Ic 33.277 in ^4 rc 6.199 in Cw 47.624 in ^6. Io 36.764 in"4 ro 6.516 in J 0.000346 in ^4 Fully Braced Strength - 1996 AISI Specification- Supplement 1 (ASD) Compression Positive Moment Positive Moment Pao 6:378 k Maxo 10.268 k -in Mayo 52.003 k -in - Ae 0.28.703 in ^2 Ixe 1.032 in ^4 Iye 23.717 in ^4 Sxe(t) 0.4287 in ^3 Sye(1) 3.7288 in ^3 • Tension Sxe(b) 1.4989 in ^3 Sye(r) 2.1711 in ^3 Ta 21.111•k • Negative Moment Negative Moment Maxo 7.459 k -in Mayo 49.813 k -in Shear Ixe 0.520 in ^4 Iye 21.994 in ^4 Vay 0.000 k Sxe(t) 0.3650 in ^3 Sye(1) 2.0797 in ^3 Vax 0.000 k Sxe(b) 0.3114 in ^3 Sye(r) 3.2783 in ^3 .... • • , • •• • • ' . • . : •••• � . + 5 9 �� k I(rt_14 i / ,� t2 • x - . �� 4., .... r2."/, U (I' . • . • • • .... . . •••• • • .. .. • • .. • . • • • . •. • •.. • . • • • • •. . • • . •. • . • .... • • • .... . 4-