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THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC ENVELOPE JOINT REACTIONS Shear resultant = Pxz + PyZ + PZ2 Moment resultant= Mx7 + lMiy2 + Mzz ENVELOPE JOINT REACTIONS Shear resultant = Px2 + Py2 + Pe Moment resultant= 1 [x2 + MY2 + Ma2 Forged Single-Saddle Wire Rope Clamps-Not forILi#tin STRUCTURES AND SHALL NOT BE R REPRODUCED WITHOUT THEIR WRITTEN ASD REACTIONS ASD REACTIONS Aforged fabricalion allowsthese to t)e used ri ori',cal applica�ons such as tie dawns and suppar:lines. They must be oriented MTh PERMISSION. Node Support Forces jkli SupportMoments klpftl Support Forces[kip] Support Moments[kipit] Support Partes[kip] Supportforc Pdp] Node Support Forces[kip] Support Moments[ksph] Support Forces IkIpJ Support Moments[kipft] Support forces[klpl Support Forces[klp] the saddle on the tang([Ivey end amt U-bait on the short(dead)end. Also hnown as wire.rope clips - No. P1. P„ pr Mx M, Mr SHEAR RESULTANT MOMENT RESULTANT UPL[FT AXW No. P„ Pr P. Mx, Mr Mr SHEAR RESULTANT MOMENT RESULTANT UPLIFT AXIAL C;alerarhed steel cIaTr>;ps 1]aYE 8))tick coafirtg flsr corrosion resistance- MAXIMUM REACTIONS 3.924 72.689 1.314 -6.957 MAXIMUM REACTIONS 3.924 72.689 1.314 -6.957 315:stainless steel clamps are the most corrasion resist-ot Atitings we offer_ They provide exceltent resistance to salt water and chemicals-Nott. Support Fortes[kip] Support Moments[kIpftI Max P, -0.546 0.970 1.314 12.509 -9.185 2.851 CO 41 1.113 15.600 1 X14 7-VaTrumg:Test all aasserr blies for TegLfired strength before use_DD not use wAh coated rope unle5S the clang is re moved. No. Py Pr Pr Mx 114, M, Min P, -0.035 1.042 -6.857 -69:517 -1.066 -1.755 CO 15 1.043 59.425 -6.957 86 Max 3.767 3-412 0-118 17-417 45-805 5.635 Max Mx -0.423 -1.842 1.033 UA92 -7.089 2.301 CC 42 1.890 43.079 1.0:33 -� Turnback r___Giam-P Min -0.030 -0.786 -4.471 -56.757 0.000 -17.554 Min Mx -0.069 2.741 -5.072 -72.673 -1.532 -1.021 CO 21 2.742 72-689 -5.072 dead End For Roue No.of Clamps Rope Required USASHADE Max Px 3.767 0.529 -0.630 -13.525 45-805 -12.499 CO 24 3.804 47.760 -0.630 Max My 3.677 -0.088 -3.327 -16.765 44.290 -8.878 CO 22 3.678 47.357 -3.327 Live End- Dia_ Required Turnback Tarqu%fL-ihs. Ht Wd- T flck. Capacity Specifications Met Min Px -0.030 0.088 -2.619 -22.223 0.711 0.747 C036 0.093 22.234 -2.619 Min My -0.652 0.576 1.167 19.550 -11.090 3.091 CO 6 0.870 22.476 1.167 GaNanlimd Steel Max Py 0.518 3,412 -0.729 -45.884 8.062 -1.952 CO 25 3.451 46.587 -0.729 Max M, -0.652 0.576 1.167 19.550 -11.090 3.091 Co 6 0.870 22.476 1.167 -Ve 2 3 ipC 4-5 1 Vir 1" 32(7 B' 8'096 Of the Ropes Capac&y - F a b r 1 C Structureor Min P., 2.138 -0.7% 0.094 17.417 31.899 -9.524 CO 42 2.278 36.344 0.094 Min Mi 3.677 4088 1 -3.327 -16.765 44.290 -0.878 CO 22 3.678 47.357 -3.327 3;16¢ 2 3 3r4" J 1 17'2- 1 VIC 1" 8'0°fa of the Ropes Capat:itj Max PZ 1.801 1.094 0.128 -6.063 25.871 -14.711 CO 41 2.107 26.572 0.118 455 Max 3.052 3.413 0.129 14.860 34.749 18.557 1 PC 2 4 SW 15 1 3r4- 1 z"Ie 1 114, 300.0 of the Rope=s Capacirij Fed.Spec. FF-0-450 Mtn P2 0.771 0.702 -4.471 -42109 14.626 4.692 CO 15 1.043 44.568 -4.41- Min -2.509 -0.752 -4.468 -56.457 -38.101 -7.362 W1d 2 1t 30 2 4r8" 1 17rtE1 1 5+'5 of the Ro f<'s Ca ar ' F4'ad.$ .511 Max Mx 2.138 -0786 0.094 17.417 31.899 •9.524 CO 42 2.278 36.344 0.094 max Px 3.452 -6.351 -3.011 -8.134 34.749 -7.362 CO 22 3.072 35-688 -3.011 x$� 2 E31 45 2788®" T 1413I? _-'aOlthslROpesCapac!*j Fed-Spec_FF-L�450 Min Mx 0.160 2.592 -3.737 •56.757 3.700 0.674 CO21 2.597 56.877 -3.737 MinP, -2.503 -0.498 -0.974 8.440 -38.101 10.359 CO 2.552 39.136 -0.074 Id, 3 11101" 65 3$rie 25mtF 145riC ofthe Ropes Capacry Fed-Spec-FF-C-450. Max My 3.767 0.529 -0.630 -13.525 45.805 -12.499 CO 24 3.804 47.760 -0.630 Max Py -0.52S 3.413 -0.728 -45.908 -8.205 1.904 CO 25 3.453 46,635 -0.728 a;-Ie 3 12" 95 3 58- 2 vY 2 vae __:,of the Ropes Capac ty Fed-Spec_F.F-C450 Min M,, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Min Py -2.217 -0.752 -0.017 14.860 -33.599 9.580 CO 42 2.341 36.738 -0.017 5;' 3 17" 95 3 W 2 i Y' 2 41?i9 __ ,of the Ropes Capac,t`y Fed_Spec_FF-G450 Max M7 1.102 0.899 -3.032 -32.581 19.447 5.635 C038 1.422 37.943 -3.032 Max P7• -2.000 1.213 0.129 -8.397 -29.329 15.645 CO 41 2.339 30.507 ::.124 ax 4 181 130 43rd)" 27e 2ve ❑fthe:Rope"s Capaci~y Fed_SM_FF-C-450 CORPORATE HEADQUARTERS Min Mt 1.997 1-004 0-045 -4.832 28.687 -17.554 C06 2.235 29.091 0.045 Min P, -0.695 0.649 -4.468 -41.015 -13.338 -5.371 C015 0.951 43.129 -4.468 7•vg 4 19, 225 43r4" 33ra(F 2tf' _ S of the Ropes Capamy Fed- = =ec-FF-0-450 8505-A CHANCELLOR ROW 88 Max 3.765 3.607 1.280 43.963 45.961 0.608 Max Mx -2.217 -0.752 -0.017 14.860 -33.599 9.580 CO 42 2.341 36.738 -0.017 1" 5 26" 225 5 5r'$a7 3 9-f2" 2 w le of the Ropes Capacity Fet. =ec-FF-0-450 Min -0.058 -2.513 -6.943 -69.457 -0.845 -8-830 Min Mx -0.338 3.397 -2.919 -56.457 -5.635 0.650 CO 23 3.414 56.738 -2.919 1 1w, 6 34' 2225 5-iiiC 3 rte,'$' 212Li-ijr __:i Of the Rope's Capmity r -- -:st-FF-C-450 DALLAS, TX, 75247 Max Px 3.766 -0.170 -3.326 -15.052 45.961 -.830 CO 22 3.770 48.363 -3.326 Max My 3,852 -0.351 -3.011 -8.134 34.749 -7.362 CC 22 3.072 35.588 -3.011 1 724 7 44" 3613 6 a6" 4 ars)' 3 ww" _-i of the Ropes Capacity Fed.Spec-FF-C-450. $00_956_5005 9- �of the Ropes Capacity Fed.Spec. FF-C-450 MinPx -4.458 -1.544 1.023 36.541 -0.528 0.60$ C07 1.545 36.546 1.023 Mtn My -2.503 -0.498 -0.074 8.440 -38.101 10.359 1 34P 7 44" 360 6 wC 4 091- 3 316 CO7 2.552 39.136 -0.074 1 11`Ir, 8 54" 360 779t'f6f" 4422" 37!`ila" 90°.0 of the Rapes Capacity Fed.Spec. FF-�C-�50 Max Py 0.000 3.607 -3.321 -63.669 0.000 0.000 CC 23 3.607 63.669 -3.321 Max MZ -2.218 1.133 0.057 -7.372 -32.569 18.557 Co 6 2.491 33.393 0.057 Min P, 0.000 -Z.613 -4.629 -5.774 0AO2 -0.002 CO 39 2.513 5.774 -4.629 Min M, 3.052 -0,351 -3.011 1 -6.134 34.749 -7.362 Co 22 3.072 35.688 -3.011 Max Fi 0.000 0.766 1.280 15.844 0.003 0.001 CO 41 0.766 15.844 1.280 CERTIFICATIONS: Min PZ 0.000 0.924 -6.943 -66.399 0.002 -0.001 Co 15 0.924 66.399 -6,943 Max Mx -0.055 -1.851 1.125 43.963 -0.628 0.496 CO 42 1.852 43.967 1.125 Aircraft Cable IAS CERTIFICATION No: FA-428 Min Mx 0.900 1 2.604 -5.061 -69.457 0.001 0.000 CO 21 2.604 69.457 -5.061 BASIC LOAD CASES Preformed, made in accordance With commer- CLARK COUNTY MANUFACTURER Max My 3.768 -0.1.70 -3.326 -15.052 45.961 _.830 CO 22 3.770 48.363 -3.326 CERTIFICATION NUMBER(NEVADA): 355 Min My -0.049 -0.768 -2.633 -8.039 -4.845 -0.465 Co 19 0.770 8.083 -2.533 DEAD LOAD 0.0378 PSF(FABRIC) tial specifications military and federal 5pecifica- Max M, -0.058 -1.544 L023 36.541 -0.628 0.608 CO 1.545 36345 1.023 FLOOR LIVE LOAD N/A tion rope available. CUSTOMER: Min M, 3.766 -0.170 -3.326 -15.052 1 45.961 -8.830 CO 22 3.770 48.363 -3.326 ROOF LIVE LOAD 5 PSF Carbon Steel (Aircraft Cable) - Galvanized Stockton Joint Unified 180 Max 3.058 3.412 0.119 16.442 34.879 17.556 ROOF SNOW LOAD 5 PSFcable has thehighest strength and greatest Min -2.367 -0.829 -4370 -56.757 -35.703 -7.321 SUPERIMPOSED LOADS N/A School District Max Px 31058 -0.355 -3.012 -8.053 34.879 -7.321 C0 22 3.079 35.797 -3.012 fatigue life of the(materials offered. It has good Min Px -2.367 -9.574 -0.080 10.507 -35-703 9.798 CO 2.436 37.217 -0.980 WIND LOAD to fair corrosion (resistance in rural to industrial Max Py -0.518 3.412 -0.729 45.884 -8.062 1.952 0025 3.451 46.587 -0.729 ULTIMATE DESIGN WIND SPEED(3 SEC GUST) 115 MPH atmosphere environments.This material is most PROJECT NAME: Min Py -2.083 -0.829 -0.025 16.442 1 -31.254 8.995 0042 2.242 35.315 -0.025 VELOCITY PRESSURE qz 25.32 PSF widely used for sma l diameter cables.Tin over Max PZ -1.801 1.093 0.119 -6.034 -25.866 14.713 CO 41 2.107 26.560 0.119 COMPONENT AND CLADDING qz galvanized'l able of'f`ers greater corrosion resist- Franklin High School Min Ai -0.771 0.702 -4.470 -02.098 -14.623 -4.693 Cols 1943 44365 -4.470 (CABLE AND CABLE HARDWARE ONLY) 25.32 PSF ante and reduced friction over pulleys. Max Mx -2.083 -0.829 -0.025 16.442 -31.254 8,995 CO 42 2.242 35.315 -0.025 MfnM, -0.160 2.592 -3.737 -56.757 -3.700 -0.674 Co 21 2.597 56.877 -3.737 SEISMIC LOAD Max MY 3.058 -0.355 3.012 8.053 34.879 7.321 CO22 3.079 35.797 3.012 SEISMIC RESPONSE COEFFICIENTS Cs 1.6 w • w•�*�• 1g Galvanized Min My -2.367 -0.574 -0.080 10.507 -35.703 9.798 C07 2.436 37.217 _a080 DESIGN BASE SHEAR 26584 LB ;;•,•+ Min. LOCATION:�:•:w: Max MZ -1.997 1.003 0.045 -4.816 -28.684 17.556 Co 6 2.235 24.085 0.045 st+�.-w�w� Dia. Wt Breaking 4600 E . Fremont S t . Min Mz 3.058 -0.355 -3.012 -8.053 34.879 •7.321 CO 22 3.079 35.797 -3.012 `:4�•N�`+��! Dia. �jn) 10001FtIlbs -Strengths{lbs) Stockton, CA 95215 270 Max 3.783 3.413 0.129 15.828 46.108 6.255 •*• w�•w■•i 3132 17. 1 000 Min -0.063 -0.706 -4.469 -56.457 0.000 -18.556 • IM 29. 2.000 Max Px 3.783 0.5340.629 13.625 46.108 12.514 CO 2v 3.821 48.079 0.629 7X 19 &32 45. 2.800 MODEL NUMBER: Min Px -0,063 0.067 -2,618 -21.801 1 0.155 1.094 CO 36 0.092 21.802 -2.618 Max Py 0.525 3.413 -0.728 -45.908 8.205 -1.904 Co 25 1 3.453 46.635 -0.728 W1 153 65. 4.200 Min Py 2.285 1 •0.706 0.104 15.828 34.460 -10.271 CC 42 2.392 37.921 _.1:3 7Ja2 86- 5,600 DSA3022060-16 Max P2 2,000 1.214 0.129 -8-424 29.334 -15.643 CO 41 2.340 30.520 i 114 110. 7•❑00 Min P, 0.695 0.6.49 -4.469 -41.017 13.341 5.370 0015 0.951 43.132 -4.469 9M2 139- 8,000 STRUCTURE TYPE: Max Mx 2.285 -0.7,16 0.104 15.828 34.460 -10.271 CO 42 2.392 37.521 0.104 All R 171 Q AM) Min Mx 0.338 3.397 -2.919 -56.457 1 5.635 -0.650 CO 23 3.414 56.738 -2.919 318 243- 14,440 FULL CANTILEVER Max My 3.783 0.534 -0.629 -13.626 46.108 -12.514 C0 24 3.821 48.079 -0.629 Min My 0.000 0-000 0-000 0-000 0.000 0.000 0.000 0-000 HIP JOINED DSA Max M, 1.034 0.847 -3.029 -31.496 18.285 6.255 Co 38 1.337 36.419 -3.029 �+ ►��/ Min M, 2.219 1.133 0.056 -7388 32.571 -18.556 C06 2.492 33.398 010116 SIZE: MAXIMUM 272 Max 1923 3.707 1.314 43.600 48.698 1.754 Min 0.000 -2.256 -6.957 -72.672 0.000 -8.705 20' x 200' x 15'e MAX. Max Px 3.923 -0.096 -0.836 -2.756 48.638 -8.705 CO 24 3.924 48.776 -0.836 Mir,PR 0.000 0.000 0.000 0.000 9.000 0.000 0.000 0.400 SCALE : NONE Max P„ 0.093 3.707 -3.326 -65.887 1.818 0.494 CO 23 3.708 65.912 -3.326 Min R, 0.410 -2.256 -4.696 -14.340 7.495 -1.122 Co 39 2.393 16.181 -4.696 D RAW I N G SIZE: D Max P2 0.547 0.970 1.314 12.606 9.192 -2.847 CO 41 1,114 15.601 1.314 -6 Min Py 0,035 1.042 .957 -69.418 1.070 1.754 CO 15 1.043 69.426 -6.957 Max Mx 0.355 -1.811 1.149 43.600 6.243 -L694 CO 42 1.845 44.045 1.149 Min Mx 01069 2.741 -5,072 -72.672 1.534 1.021 0021 2.742 72.688 -5.072 0 Max M, 3.923 -0.096 -0.836 -2.756 48.698 -8.705 CC 24 3.924 48.776 -0.836 Sip ARCH Z Min My 0.000 0.000 0.000 0.000 0.400 0.000 0.000 0.000 "r1�� H IGC�A'IT�� LU Max M7 0.035 1-042 -6,957 -69.418 1.070 1.754 C0 15 1.043 69.426 -6.957 VV A V T Min MZ 1923 -0.096 -0.836 -2.756 48.698 4705 CO 24 3.924 48.776 -0.836 i 353 Max 3.677 3.707 1.314 42.492 44.290 3.091 Min -0.652 -2.266 -6.957 -72.673 -11.090 -8.878 ❑ G1 Max Px 3.677 -0.088 -3.327 -16.765 44.290 -8.878 Co 22 3.678 47.357 -3.327 NJ F2EN.70.31-19 Min Px 4K652 0.576 L167 19.550 -11.090 3.091 CO 6 0.870 22..476 1.167 Q Max Py -0.043 3.767 -3.325 1 -65.887 1 -1.818 -0.494 CO 23 3.708 65.912 -3-326 �TL�`CF CAS Min Pr -0.410 -2.266 -4.696 1 -14.342 1 -7.491 1.119 CO 39 2.303 16.180 -4.696 LU 08/10/2018 10:08:51 AM Q p�pFESS►p ! �� PG B ERr ce c� ti * No. 6 3 P V RUC T UR • .190/F5 Fl ed specifications. cp'QF 8/10/2018 Z - w w`srie ri w - - , - FILE NUMBER: PC-SS ItENTI STAMP TIONA L DIVISION OF THE STATE ARCHITECTaCdrd range; �� xs-ot-1z � _ d APP.NO: 04 - 117140 (NCR: V _ l 1 sera a Avera a IAv�CAW }-[Ave�age - i►1-ir► itef- Average CONVERSION TO W eat t] t'i�I :; std Bust is IMPERIAL UNITS: AC DF FLS DS SS VN & - � �7 Coiaur� shade-56' t#�I'�lock 9� ] G5[df T l strengti)ggs 96 strength kF,S ��1 pa _.i;nass rarti� 195 GSM =.0378 psf 1 Det Sand - BBQ:i 92-j 185 T�5Q {D --172-1 73 3 X55 - 0,84 �' S0 KGS= 1113 Lb DATE 08/14/2018 .Blue all� ==-80 = 85- 185 50 40- ---rem 73 .. X56 x.84 72 KGS= 159 Lb Brown 11 - ... "'185 I- X40_.. `:73 `r fi - - p gd: 56 p -325 p f 1 K a- $ s een-==11 �8n I- 85 -- 1185, 1_ i� -4i 1721 ;73 -� 11jL5s- 0.84- rii PRE-CHECK (PC) Red " 8o 86 -- 185 __.5a '. 4a[-= -_72 �__. ..7 3 - '!56 0.84 � D O C U M E N T 1 �j 5ily er '-'-"'8a 81 - - 85 _. 513'- sAf1e� 72- 1 ` �3 1 155 as4 . iferracotta Il -75 82 --a 1 1851--I - �V:__ 1721- I 3 - 56 0.84 7-`�� ITEMS 1 9 Code : 2016 CBC __- - - Y.eilaw`'^ ASO 89 _ 385 _. _ 5C 100 7� 73 X56 0.84 :; BEAM 6 17 18 1 A separate project application W 1113 LB 159 LB 3258 PSF or construction Is re Ire �N 3/8 THK PLATE „ required. 1. Notes: 390/V5 cofiF ms to%-#C8 i orr4a 5tate'rire_ ,7rs'hafTifle 19_Test=6r 5maf1 sial a rlcs RAFTER $p RAFTER *.. eaestrciri 5mmiidefnrt� lydss head' °' d DOrnr+s•iiIft 1/2"THK PLATE 3/16 Eng. By : JO 03/17/18 )3,14,15 CUP CONNECTOR BEAM�he•�e�dtenectiAg astn��i�,^*_.�►'�,�,+`�sa1theis�i[tel�tl F�l°4EFE'Sults rt�gr�ly be�d as un i�rcAL �hr quaRsy 21drarat[Cnisics o!the labii�3e Design By : MP 03/17/18 1/4 II IF�anycanCApprovedBy : JO03/17/18 ` PL-3/4X6X7ITEMS11,12,13,14,15 -1 V PL-3/4XRAFTERPL-3/4X6X7 DRAWING DESCRIPTION: LDeoT,lvuer - REACTIONS Mans ertMulEikAf P ttd, -*an i _DlMmctos_ u tikn F ITEMS 11,1 , 1/2" PLATE 8. ( Yt _ 1/2"THK PLT. 1 SET AT EACH RAFTER TYP. I � 1/4 DWG. 2000 3 1/2" 1"THK PLATE DSA3022060-16 BEAM SHEET 43 L DETAIL-6 DETAIL-7 VIEW C 10,2_2000 L REFER TO TOP VIEW PG 1000 REFER TO TOP VIEW PG 1000 REFER TO DETAIL-6 L REV. NC