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Home My WebLink AboutICON IDENTITY SOLUTIONS8-14-18 Icon Identity Solutions Sht 1 Of 5 File: loonldentSolut3082b.mod Site: Winn -Dixie Location No. 1 4870 North Kings Highway Fort Pierce; Florida 34951 SCANNED BY St. Lucie County SignType: Z-6" taflx 5" deep Vim Dixie" LED chmnel letters and check mark with accinbinedoverafl lergth of 16-8 7/8" centered over T-O" tafl x 5" deep Seer, Wine & Spirits' with a combined overall length of 24!-10 9/16" and a combined overall height of 6-6" for installation on budding wall. Drawing No. SEG0002A sheets I and 2 of 2. Design loads are based on the 2017 Florida Building Coch-, 6th Edition (ASCE 7- 10 ) using Exposure C and 170 mph wind speed Design'Wrind Speed: (mph.) V:= 17o.o Based on Risk Category 11 Velocity Pressure Coefficient at a Height of Less 1han 25', Exposure C: Kz:= 0.94 Based on Table 30.3-1 Topographic Factor: Kzt:= 1.00 Based on Table 26.8-1 Wind DirectionalityFact)r: Kd:=0.85 Based on Table 26.6-1 Velocity Pressure: (PSF) qz:=0.00256.Kz.Kzt.Kd.V2 qz=59.113 Basedon30.3-1 Combined External PrcssmeGCp (30.4-1 )minus Internal Pressure GCpi (26.11-1): GCC=b:= 1.65 Load Combination Factor: LCF:= 0.60 Based on 2.4. 1, Case 7 DesignPressure: (PSF) F:=qz-GCC=b-LCF F=58.522 Use: WL:= 58.6 DesignSnowl-Dad: (PSF) SL:= 0.0 NA Reference: Manual of Steel Construction, AISC l3th Edition. Mounting Bolts : 18-8 Stainless Steel Fu = 60.0 ksi. ; Ft = 20.00 ksi. Fv = 10.00 ksi. Reference: Hilfi NorthAmcrican Product Technical Guidc6 Edition 17 KwikBoltTZExpansionAnchor 43A Technical Data BLE SleeveAnchor 3.3.14 Technical Data Design Loads for the 2'-6" Tall Channel Letters and Check Mark: Dead Load: ( Based on the letter W - heaviest ) Based on 4.5 lbs./sq.fL : ShrDLLtr:= (2.5-3.28)-4.5 ShrDLLtr=36.9 lbs. Wind load, ( Based on the letter W. ) Directional ShrWLLtr:= 2.5-2.33). '-')].WL ShrWLLtr= 142.227 fbs. 1( N2 )] Suction: SuctWLLtr:= (2.5-3.28).WL SuctWLJ-tr = 480.52 lbs. Snow Load: (Based on the letterD'. ) All Exposed Surfk= ShrSLLtr:= 2.0-1.67).("')ISL ShrSLLtr = 0 lbs. 1( � 12 )] ..% %SS11111 I III&,? # j,q - Lej/1*.- <1 i4o.39000 S of 0 P, &ION 8-14-18 Icon Identity Solutions I - Sht2of5 Combined Shear: Summation: ( lbs. ) ShrLtr:= 41(ShrDLLtr + ShrWLLtr) 2 + (ShrSLLtr + ShrWLLtr)� ShrLtr = 228.725 Design of Mounting Bolts forthe T-6'Tall Channel Letters and Check Mark: Mounting Bolt Diameter: (in.) MntBltDia:= 0.375 StressArea: (ijL2) MntBItArea:= 7r.MntBltDia 2 MntBItArea = 0.11 ( Based on nominal diameter perAISC 4-3 ) 4 Allowable Tension: (lbs.) AllwTen:= 20000.MntBItArea AllwTen = 2209 Allowable Shear: ( lbs. ) AllwShr:= 10000-MmBltArea AllwShr = 1104 Minimum Number of Mounting Bolts per Letter and Check Mark: NoBlts:= 3 ( The letter W has five mounting bolts, the check mark has duv, all other letters have four. Shear Load per Mounting Bolt: (lbs.) ShrMntBIt:= ShrLtr ShrMntBlt = 76.242 NoBlts Minimum Number of Mounting Bolts in Tension per Letter: NoTen:= 2 Minimum Top to Bottom Distance Between Mounting Bolts: (in.) LvrArrn:= 16.25 Tension Load per Mounting Bolt: (lbs:) TenMntBIt:= (ShrLtr)-(5.0) + SuctVVLLtr NoTen.LvrAnn NoBlts TenMmtBlt = 195.36 Unity Check: UCMntBIt:= ShrMntBlt + TenMntBlt UCMntBlt = 0.157 < 1.00 Mounting Bolts AllwShr AllwTen Note: Use 3/8" diameter 18-8 Stainless Steel bolt, with spacers thru EIFS, as listed: TEK screws in metal studs. Lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All thread bolts with blocking between studs without sheathing. Design of Mti Expansion Anchors for the T-6" Tall Channel Letters and Check Mark: Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter ofAnchor: 3/8" Nominal Finbedment Depth: 2-5116' Compressive Strength of Concrete: 2,500psi. (Conservative) Load Adjustment Factors : Tension: Bdge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 OK 8-14-18 Icon Identity Solutions Sht3off Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc:= 0.73 Based on 2" embedment depth, 9" spacing and a minimurn of 4-1/2" of edge distance. AllowableASD Tension Load: (lbs.) AllwTenAnc:=' (11520 TenSpc AllwTenAnc=912 1. 6) AllowableASD ShearLoad: (lbs.) AllwShrAnc:= 1611) -ShrSpc AllwShrAnc = 768.781 ( 1.6 Unity Check - Kwik Bolt TZAnchors: UCKBTZAnc:= ShrMnfl3lt + TenMntBft UCKBTZAnc=0.298 < 1.00 AllwTenAnc AllwTenAnc Note: Use 3/8" diameter stainless steel Kwik Bolt TZ expansion anchor with 21' of embedment in concrete. Desian of Sleeve Anchors for the T-6" Tall Channel Leders and Check Mark : Based on allowable load data from Table 6 in 3.3.14 AnchorDiameter: 3/8" Embedment Depth: 1-1/411 Minimum Edge Distance: 12" AHowable Tension Load: (lbs.) AllwTenAnc:= 575 Allowable Shear Load: (lbs.) AllwShrAnc:= 960 Unity Check - Hild SleeveAnchor: UCSIeeveAnc:= TenMntBh + ShrMntBlt UCSleeveAnc = 0.419 1.00 AllwTenAnc AllwShrAnc Note: Use 3/8" diameter stainless steel sleeve anchor embedded 1-1/4" embedment in brick. Design Loads for the 2'-0" Tall Channel Letters and&: DeadLoad: (Based on the letter 'W -heaviest) Based on 4.5 lbsJsq.ft : ShrDLLtr:= (2.0-2.62)-4.5 ShrDLLtr = 23.58 lbs. Wind Load, ( Based on the letter W. ) Directional ShrWLLtr:= 2.0-2.33)-( 5.0)]. WL ShrWLLtr = 113.782 tbs. 12 Suction: SuctWLLtr:= (2.0-2.62)-WL SuctWLLtr = 307.064 lbs. Snow Load ( Based on the letter'S'. ) All Exposed Surfaces ShrSLLtr:= 1.5-2.33).r 5.0)]. SL ShrSLLtr = 0 lbs. 1( � 12 OK "I 8-14-18 Combined Sher: Icon Identity Solutions Summation: ( fbs. ) ShrLtr:= 41(ShrDLLtr + ShrWLLtr) 2 + (ShrSLLtr + S�W—LLZ� ShrLtr = 178.366 Design of Mounting Bolts for the 2'-0" Tall Channel Letters and &: Mounting Bolt Diameter: (in.) MntBltDia:= 0.375 Stress Area: ( in� ) MntBltArea:= 7r-MntBltDia 2 MntBltArca = 0. 11 (Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000-MntBltArea AllwTen = 2209 AllowableShear: (lbs.) AllwShr:= 10000-MntBItArea AllwShr = 1104 Minimum Number of Mounting Bolts per Letter and &: NoBlts:= 4 ( The letter W has five mounting bolts, all other lefts and the & have four. ) Shear Load per Mounting Bolt: (Ibs.) ShrMntBIt:= 1� ShrMntBlt = 44.592 NoBlts Minimum Number of Mounting Bolts in Tension per Letter: NoTen:= 2 Minimum Top to Bottom Distance Between Mounting Bolts: (in.) LvrAnn:= 12.0 Tension Load per Mounting Bolt: (Ibs.) TenMnt]31t:= (ShrLtr)-(5.0) + SuctWLLtr NoTen-LvrArm NoBlts TenMntBlt = 113.93 UnityCheck: UCMntBIt:= ShrMntBlt + TenMntBlt UCMntBlt = 0.092 < 1.00 Mounting Bolts AllwShr AllwTen Note: Use 3/8" diameter 18-8 Stainless Steel bolt with spacers dim EIFS, as listed: TEK screws in metal studs. lag bolts in wood studs. Toggle bolts in hollow concrete block or plywood sheathing. All duvad bolts with blocking between studs without sheathing. Design of Hild Exmnsion Anchors for the T-O" Tall Channel Lefters and &: Based on allowable load data from Table 16 in 3.3.5 for cracked concrete. Diameter ofAnchor: 3/8" Nominal EmbedmentDepth: 2-5116' Compressive Strength of Conatte: 2,500psi. (Conservative) LoadAdjustment Factors : Tension: Edge Distance Factor: TenED:= 1.00 Spacing Distance Factor: TenSpc:= 0.96 OK Sht. 4 of 5 8-14-18 Icon Identity Solutions Sht 5 of 5 Shear: Edge Distance Factor: ShrED:= 1.00 Spacing Distance Factor: ShrSpc := 0.73 Based on 2" embedment depth, 9" spacing and a minfintim of4-1/2" of edge distance. (_1�520 . TenSpc AllwTenAnc = 912 AllowableASD Tension Load: (lbs.) AllwTenAnc:= 1_. 60) (1685 AllowableASDShearLoad: (lbs.) AllwShrAnc:= Sht-Spc AllwShrAnc = 768.781 . 6 ) Unity Check - Kwik Bolt TZAnchors: UCKBTZAnc:= ShrMntBlt + TenMntBlt UCKBTZAnc: = 0. 174 < 1.00 AllwTenAnc AllwTenAnc Note: Use 3/8" diameter stainless steel Kwik Bolt TZ expansion anchor with 2" of embedment in concrete, Desiof SleeveAnchors for the T-O" Tal Channel Ldters and &: Based on allowable load data from Table 6 in 3.3.14 AnchorDiameter: 3/8" EmbeelmemDepth: 1-1/4" Minimum Edge Distance: 12" Allowable Tension Load: (lbs.) AllwTenAnc:= 575 Allowable Shear Load: ( lbs. ) AllwShrAnc:= 960 Unity Check - Hilti SleeveAnchor: UCSIceveAnc:= TcnMntBIt + ShrMmBlt UCSleeveAnc = 0.245 < 1.00 AllwTenAnc AllwShrAnc Note: Use 3/8" diameter stainless steel sleeve anchor embedded 1-1/4" embedment in brick. OK OK