HomeMy WebLinkAboutICON IDENTITY SOLUTIONS8-14-18 Icon Identity Solutions Sht I of 5
File: loorJdentSoIut3O82amcd
Site: Wim-DWe SCANNED
Location No. I BY
4870 North Kings Ifthway St. Lucie County
Fort Pierce, Florida 34951
Sign Type: 6-0" tall x 5" deep 'Wirn Dixie" LED channel letters and check mark with a combined overall
length of 391-113/16" fcr imiaRation onbui Icing wall.
Drawing No. SEGOOOIA sheets I and 2 of 2.
Design loads are based on the 2017 Florida Building Codle� 6th Edition (ASCE 7-10 ) using Fxposure C and 170 mph wind speed.
DesignWmdSpeed: (mpli) V:= 17o.o Based on Risk Category U
Velocity Pressure Coefficient at a Height of Less Than 25', Fxposure C: Kz := 0.94 Based on Table 30.3-1
Topographic Factor: Kzt:= im Based on Table 26.8-1
Wind DirectionalityFact3r: 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 Extutal Pressure GCp (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
DesignSnowLoad: (PSF) SL:= 0.0 N/A
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: Hilti North American Product Technical Guide, Edition 17
Kwik Bolt TZ Fxpansion Anchor 4.3.4 Technical Data
HLCSIeeveAnchor 3.3.14 Technical Data
Desimn Loads for the Letters W and U:
Dead Load - (Based on the letter 'W' - heaviest
Based on 4.5 lbs./sq.fL : ShrDLLtr:= (0.67-6.0-7.81).4.5 ShrDLLtr= 141.283 lbs.
WindLoad: (Based on theletter W. )
Directional: ShrWLLtr:= 6.0-2.33).("')]-WL ShrWL.Ltr=341.345 lbs.
1( � 12)j
Suction: SuctWLLtr:= (0.67-6.0-7.81).WL SuetWLLtr= 1839.817 lbs.
Snow Load ( Based on the letter U. )
All Exposed Surfaces: ShrSLLtr:= 4.75-l.67)-(—")]-SL ShrSLLtr = 0 lbs.
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8-14-18 'I'll Icon Identity Solutions
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Combined Shear:
Summation lbs. ) ShrLtr:= 4[(ShrDLLtr + ShrWLLtr)2 + (ShrSLLtr + S;W—L—Ltr—�] ShrLtr = 591.14
Design of Mounting Bolts for the Letters W andD':
Mounting Bolt Diameter: (in.) MntBltDia:= 0.375
2
SwessArea: (in.2) MntBItArea.= 7r.
MntBltArea = 0.11
Based on nominal diameter perA]SC 4-3 4
AllowableRnsion: (lbs.) AIIwTen:= 20000-MntBItArea AllwTen = 2209
Allowable Shear: ( lbs. ) AllwShr:= 10000-MntBItArea AllwShr = 1104
Minimum Number of Mounting Bolts per Letter and Check Mark: NoBlts:= 6
( The letter W has eight mounting bolts and the letter TY has six. )
Shear Load per Mounting Bolt: (lbs.) ShrMntBIt:= ShrLtr ShrMntBlt = 98.523
NoBlts
Minimum Numberof Mounting Bolts in Tension perLetter: NoTen:= 2
Minimum Top to Bottom Distance Between Mounting Bolts in. LvrArm,:= 30.0
Tension Load per Mounting Bolt: (lbs.) TenMntBIt:= (ShrLtr).(5.0) + SuctV.TLtr
NoTen-LvrArm NoBlts
TenMntBlt = 355.9
Unity Check: UCMntBIt:= ShrMntBlt + TenMntBlt UCMntBlt = 0.25 < 1.00
Mounting Bolts AllwShr AllwTen
Note: Use 3/8" diameter 18-8 Stainless Steel bol� with spacers thru EFS, 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.
Desilzn of Hild ExTxmion Anchors for the Letters W and TV :
Based on allowable load data from Table 16 in 3.3.5 for cracked ooncrete�
Diameter ofAnchor: 3/8"
NominalEmbedmentDepth: 2-5/16"
Compressive Sbwgdi of Concrete: 2,500psi. (Conservative)
LoadAdjustment Factors :
Tension: Edge Distance Factor: TenED:= 1.00
Spacing Distance Factor: TenSpc:= 0.96
OK
8-14-18 Icon Identity Solutions
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Shear: Edge Distance Factor: ShrED:= 1.00
Spacing DistanoeFacbr: ShrSpc := 0.73
Based on 2" embedment depth, 9" spacing and a minimurn of 4-1)2" of edge distance.
AllowableASD Tension Load: (Ibs.) AllwTenAnc:= "'0).TenSpc AllwTenAnc=912
( 1.6
(_1�685 . Slu-Spc AllwShrAnc = 768.781
AHowab]eASDSbearL.oad: (lbs.) AllwShrAnc:= ( ")
6
Unity Check - Kwik Bolt TZAnchors
UCKBTZAnc:= ShrMntB]t + TenM[ntBft UCKBTZAnc=0.498 < 1.00
AllwTenAnc AllwTcnAnc
Note: Use 3/8" diameter stainless steel Kwik Bolt TZ expansion anchor
with 2" of embedment in concrete.
Desimi of Sleeve Anchors for the Letters W and U :
Based on allowable load data fiom Table 6 in 3.3.14
AnchorDiameter: 3/8"
EmbodmentDepdi: 1-1/4"
Minimum Edge Distance: 12"
AllowableTension Load: (lbs.) AllwTenAnc:= 575
Allowable Shear Load: (lbs.) AllwShrAnc:= 960
Unity Check - Hilti SleeveAnchor:
UCSIeeveAnc:= TenMntBIt + ShrMntBlt UCSleeveAnc = 0.722 1.00
AllwTenAnc AllwSbrAnc
Note: Use 3/8" diameter stainless steel sleeve anchor embedded 1-1/4" embedment in briclL
Design Loads for the Remaining Letters and Check Mark:
Dead lmd, ( Based on the letter W - heaviest )
Based on 4.5 lbs./sqA : ShrDUtr:= (4.26-3.90)-4.5 ShrDLLtr = 74.763 lbs.
Windload, (Based onthe check mark)
Directional: ShrWLLtr:= [6. 0.(5*0)].WL ShrWLLtr = 146.5 lbs.
�T2 )j
Suction: Suct)VLLtr:= (4.26-3.90)-V& SuctWLLtr = 973.58 lbs.
OK
OK
8-14-18 Icon Identity Solutions
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SnowLoad: (Based on the letter'n. )
All Fxposed Surfaces: ShrSLLtr:= 4.26-l.33)-('-')1-SL ShrSLLtr = 0 N.
1( �T2 )]
Combined Shear:
Summation: ( lbs. ) ShrLtr:= 41(ShrDLLtr + ShrWLLtr) 2 + (ShrSLLtr + ShrWLLtr) 2] ShrLtr = 265.367
Design of Mounting Bolts for the Remaining Letters and Check Mark
MounfingBoltDiameter: (in.) MntBltDia:= 0.375
StressArea: (in.2) MntBItArea:= 7r-MntB tD 2 MntBltArea = 0. 11
(Based on nominal diameter perAISC4-3) 4
Aflowable Tension: (lbs.) AllwTen:= 20000-MntBltArea AllwTen = 2209
Allowable Shear: ( lbs. ) AllwShr:= 10000.MntBItArea AllwShr = 1104
Mumuni Number of Mounting Bolts per Letter and Check Mink: NoBlts:= 4
( The other lemm and check mark have four. )
Shear load per Mounting Bolt: (fbs.) ShrMntBIt:= ShrMntBlt = 66.342
NoBlts
Minimum Number of Mounting Bolts in Tension per Letter: NoTen:= 2
Minimum Top to Bottom Distance Between Mounting Bolts in. ) LvrArm:= 39.75
Tension Load per Mounting Bolt: ( lbs. TenMntBIt:= (ShrLtr).(5.0) + SuctWLLtr
NoTen-LvrAnn NoBlts
TenMntBlt = 260.08
Unity Check: UCMntBIt:= ShrMntBlt + TeriMmBlt UCMntBlt = 0. 178 < 1.00
Mounting Bolts AllwShr AllwTen
Note: Use 3/8" diameter 18-8 Stainless Steel boft, with spacers thin EIFS, as fistod:
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 Hihi Fxriansion Anchors for the Remaining Letters and Check Mark:
Based on allowable load data fiom Table 16 in 3.3.5 for cracked concrete,
Diameter ofAnchor: 3/8"
Nominal EinbedmentDepdi: 2-5116'
Compressive Strengthof Concrete: 2,500psi. (Conservative)
OK
8-14-18 Icon Identity Solutions
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Load Adjustment Factors
Tension: Edge Distance Factor:
TenED:= 1.00
Spacing Distance Factor:
TenSpc:= 0.96
Shear: Edge Distance Factor:
ShrED:= 1.00
Spacing Distance Factor:
ShrSpc := 0.73
Based on 2" embedment depth, 9" spacing and a minimum of 4-1/2" of edge distance.
AflowableASD Tension Load: (lbs.)
AllwTenAnc:= (_1�520 TenSpc AllwTenAnc = 912
1_'O)
.6
AllowableASDShearLoad: (lbs.)
AllwShrAnc:= 1611) -ShrSpc Al1wShrAnc: = 768.781
(
1.6
Unity Check - Kwik Bolt TZAnchots :
UCYBTZAnc:= ShrMntBIt + TenMntBlt UCKBTZAnc=0.358 < 1.00
AllwTenAnc AllwTenAnc
Note: Use 3/8" diamew stainless steel Kwik Bolt TZ expansion anchor
with 2" of embedment in conaete,
Deshm of SleeveAnchors for the Remaininiz Letters and Check Mark :
Based on allowable load data from Table 6 in 3.3.14
Anchor Diameter: 3/8"
Finloodment Depth: 1-1/411
Minimum Edge Distance: 12"
Allowable Tension Load: (N.) AllwTenAnc:= 575
Allowable Shear Load: (lbs.) AllwShrAnc:= 960
Unity Check - Hilti SleeveAnchor:
UCSIeeveAnc:= TcnMntBlt + ShrMntBlt UCSleeveAnc = 0.521 1.00
AllwTenAnc AllwShrAnc
Note: Use 3/8" diameter stainless steel sleeve anchor embedded 1-1/4" embedment in brick.
OK
OK