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PROJECT: WENDY'S DATE: <br />PROJ. NO.: 51939 ENGINEER: TH <br />CLIENT: GLOBAL AWNING, LLC <br />V5.5 units; pounds, feet unless noted otherwise <br />Applied Wind Loads; from ASCE 7-16 <br />pnet=O Kzt pnet30 (ASCE 30.4-1) <br />O=1.35 (ASCE Fig. 30.4-1) <br />Kzt=1.0 (unless unusual landscape)1 <br />V= 95 mph Exposure= c <br />Area= 56.3 ft Lz= <br />max. height= 10.4 <br />pnet30=14.50 psf pnet=19.58 psf <br />pnet30=-18.30 psf pnet=-24.71 psf <br />Loads on Lag Screws into Wood Blocking (LRFD) <br />Worst Case Reactions in RISA: <br />X = 0.240 kip <br />Y = 0.200 kip <br />Z = 0.222 kip <br /># of Screws in Tension =n = 1.000 screw <br />Total Tension =Tu = Max(X,Z)= 0.240 kip <br />Total Shear = Vu = (sqrt(Max(X,Z)^2+Y^2))/n = 0.312 kip <br />Check 1/4 "Dia. Self Drilling Screws - Z-Clip to Awning Frame (LRFD): <br />t contact=0.125 in <br />t noncontact=0.095 in <br />#screws== 2 screws <br />dia.= = 0.250 in <br />Tension per screw=see above= Tu/#screws= 120 lbs <br />Shear per screw=see above=Vu/#screws=156 lbs <br />Tension capacity=(per ICC-ESR-1976) Tc= 256 lbs (0.844*303lbs) <br />Shear capacity=(per ICC-ESR-1976) Vc= 780 lbs (0.844*924lbs) <br />Combined Check:T/Tc+V/Vc= 0.67 <1 OK <br />Check 0.25" Steel Z-Clip (LRFD):fy =36 ksi ࢥ= 0.9 <br />arm= 0.875 in Tu= 0.120 k (See Above) <br />b= 1.250 in t= 0.25 in <br />M at Z-Clip=Tu * n * arm= 0.210 k-in (n=2) <br />Z=bt^2/4= 0.020 in3 <br />ࢥMn=ࢥ*fy*Z= 0.633 k-in <br />Ratio check=(M at Z-Clip)/(ࢥMn)= 0.332 <1 OK <br />6/20/2025 <br />12396 World Trade Drive, San Diego, CA 92128 <br />projectmanager@sullawayeng.com <br />Phone: 858-312-5150 Fax: 858-777-3534 <br />PROJECT:WENDY'S <br />.51939 TH <br />GLOBAL AWNING, LLC <br />G S )-D D O D L -L D E R <br />FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER <br />Wu 240 lb Withdrawal Load DOUGLAS FIR-LARCH STEEL <br />Zu 222 lb Lateral Load G 0.5 Fu 58 ksi Ultimate Strength <br />FASTENER DIMENSIONS tm 3 in ts 0.25 in Thickness <br />Lm 3 in Length into Main MBR ɽ 90 deg <br />D 0.375 in Nominal Diameter <br />w 0 in Washer Main Member End Grain (x) <br />g 0 in Gap <br />pmin 1.5 in Minimum dowel penetration for lateral loading [NDS 11.1.3.7] <br />p 3 in Actual dowel penetration based on selected dowel length <br />STANDARD HEX LAG SCREWS [NDS Appendix Table L2] <br />Dr 0.265 in D 0.25 0.313 0.375 0.438 0.5 0.625 0.75 0.875 1 1.125 1.25 <br />Fyb 45000 psi [NDS Table I1]Dr 0.173 0.227 0.265 0.328 0.371 0.471 0.579 0.683 0.78 0.887 1.012 <br />DOWEL BEARING CALCULATIONS <br />Fe,ll 5600 psi Dowel bearing strength, perpendicular to grain [NDS Table 11.3.2 Footnote 2] <br />Fe,perp 3646 psi Dowel bearing strength, parallel to grain [NDS Table 11.3.2 Footnote 2] <br />Fem 3646 psi Fe 87000 psi Dowel bearing strength - Hankinson formula [NDS 11.3-11] & Steel [NDS Comm. I2] <br />Lm 3 in Ls 0.25 in Dowel bearing length <br />qm 966.2 lbs/in qs 23055 lbs/in Dowel bearing resistance [AWC Techincal Report 12] - Dr Assumption <br />Mm 139.6 in-lbs Ms 139.6 in-lbs Dowel moment resistance based [AWC Technical Report 12] - Dr Assumption <br />YIELD MODE DOWEL EQUATIONS [AWC Technical Report 12 Table 1-1] <br />Im 579.7 lb P 2899 Rd 5 KD 3.15 ɽ 90 <br />Is 1153 lb P 5764 Rd 5 KD 3.15 Kɽ 1.25 <br />II 285.6 lb P 1285 A 3E-04 B 1.625 C -2534 Rd 4.5 KD 3.15 <br />IIIm 312.5 lb P 1250 A 3E-04 B 1.5 C -2314 Rd 4 KD 3.15 <br />IIIs 215.4 lb P 861.5 A 5E-04 B 0.125 C -499.8 Rd 4 KD 3.15 <br />IV 179.9 lb P 719.5 A 5E-04 B 0 C -279.1 Rd 4 KD 3.15 <br />Z 179.9 lb Ref Value Adjustment Factors [NDS Table 10.3.1] <br />Z' 388.5 lb Adj Value CM Ct Cg Cȴ Cd Ceg Cst Cdi Ctn KF ʔ ʄ <br />RATIO 0.571 P 1 1 1 1 1 1 1 3.32 0.65 1 <br />WITHDRAWAL LOADING [NDS 11.2.1] Adjustment Factors [NDS Table 10.3.1] <br />W 305 lb/in Reference Value [NDS 11.2-1]CM Ct Ceg KF ʔ ʄ <br />W' 658.7 lb/in Adj Value 1 1 1 3.32 0.65 1 <br />pt,req 0.364 in Required thread penetration for withdrawal <br />pt,req 0.375 in -->Rounded up to nearest 1/8" <br />pt,ovr 3 Override for additional thread penetration <br />pt,sel 3.000 in <br />COMBINED LATERAL AND WITHDRAWAL LOADING [NDS 11.4.1] <br />ɲ 0.824 rad = 47.23 deg <br />Zu'326.9 lb <br />Zɲ'685.2 lb Based on pt,sel <br />RATIO 0.477 P <br />6/20/2025 <br />DE <br />S <br />I <br />G <br />N <br /> <br />I <br />N <br />P <br />U <br />T <br />1 of 25 <br />7/1/2025