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Home My WebLink AboutDESIGN CALCULATIONSti =: Easy3eats .� easyseals.com SCANNED BY "t Lucie County DESIGN CALCULATIONS FOR CHUBBIES NEIGHBORHOOD RESTAURANT Sign Type: Raceway 6634 US 1— Port St Lucie 1. Design is in accordance with the Florida -Building -Code-5th-Edition (2014) --- for use within and outside the -High -Velocity -Hurricane Zone (HVHZ), - 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown. herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly Index: specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system, subject to building department Pg 2 wind Loads approval.-No.warranty- either -expressed-or implied,.iscontained herein.-----I_� Pg3 Anchor Design 4. System components shalLbe as noted.herein. All -references to named. I.t� components:andinstallationahall;conform= tomanufacturer's or industry— - specificatidns as summarized herein. at�ulu�u�u�, 5. Where site conditions deviate from those noted herein, revisions may be Eng� t�it[Ire 4�seal valid required or a separate site -specific engineering evaluation performed. CF1r�o 145 6: Aluminum components in contact with steel or embedded in concrete c •• ,Gt - shall be protected -as prescribed inthe-2010 Aluminum Design Manual, ` No. 67 8 c Part 1. Steel components imcontact with, -but not encased in, concrete �" % * •%* = shall be'coated,-painted; or otherwise protected against corrosion. • ATE O •40` 7. Engineer seal affixed hereto validates structural -design as shown only. r �y�0�;.• ,c 1 • ��`� Use of this specification by contractor, et. Al, indemnifies and saves ChY '••I167382 harmless this engineer for all costs & damages including legal fees & I.. .�` anallata feat ravdtinn frnm davintinn frnm thk notion Easy Se6t9unlpGe Auth k 31124 Federal Hwy, p200 Easy Seals .com Page 1 Boca Raton, FL 33432 1 eEasySealsall�m CALCULATIONS` 'IR WALL -MOUNTED SIGNS /SCE 7-10 Design Wind Loads WALL -MOUNTED SIGNS Building Specs V = 160 mph Basic wind speed Exposure C Calculations a=9.5 3-sec gust speed power law exponent zg = 900, Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff 160 mph - Exp "C" WALL -MOUNTED SIGNS ASD WIND.PRESSURES. SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) 15 ft = 31.2 psf 39.7 psf 20 ft - 33.2 psf 42.2 psf 25 ft- ' 34.8 psf I :44.2 psf . 30 ft-- -36.1 psf 46.0 psf 35 ft, 37.3 psf -47.5 psf " 40 ft`- --38.4 psf-;= 48.8 psf 45 ft 39.3 psf 50.1 psf 50 ft 40.2 psf 51.2 psf 55 ft 41.0 psf 52.2 psf 60 ft 41.8 psf 53.2 psf 70 ft 35.3 psf 70.6 psf 80 ft 36.3 psf 72.6 psf 90 ft 37.2 psf 74.5 psf 100 ft ' - 38.1 psf 76.1 psf 110 ft 38.8 psf j 77.7 psf _ _1_20'ft4' = --39._6 psf_-4 79.1 psf _ 130 ft� 40.2 psf 80.5 psf 140 ft _ 40.9 psf C 81.7 psf " 150 ft 41.5 psf 82.9 psf 175 ft-= 42.8 psf - 85.7 psf- 200 ft _ -44.1 psf : - 98.1 psf- 250ft- -46.2psf :-92.3psf ASD Load Combo Coeff: 0.6 Kd= 0.85 Directionalityfactor Kzt= -1.0 Topographicfactor A = 10 sq ft Tributary area n Y Y qz a 0 o (D 0.85 47.3 -1.10 -1.40 -0.90 50.2 -1.10 -1.40 0.95 52.7 -1.10 -1.40 - 0.98 54.7 - -1.10 -1.40 1.01 56.5 -1.10 -1.40 1.04 58.1 -1.10 -1.40 " 1.07 59.6 -1.10 -1.40 1.09 60.9 -1.10 -1.40 1.12 62.2 -1.10 -1.40 1.14 63.3 -1.10 -1.40 1.17 65.4 -0.90 -1.80 1.21 67.3 -0.90 -1.80 1.24 69.0 -0.90 -1.80 -1.27 70.5 -0.90 -1.80 1.29 71.9 -0.90 -1.80 --1.32_ 73.3 ----- -0.90 -1.80 -- 1.34 74.5 -0.90 -1.80 1.36 75.7 -0.90 -1.80 1.38 76.8 -0.90 -1.80 1.42 79.3 -0.90 -1.80 - -1.46 81.6 -0.90. -1.80. 1.53 85.5 -0.90 -1.80 Page 2 EsySeaLs ' Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: Check -Anchors for Pullout CALCULATIONS IR WALL -MOUNTED SIGNS P = 46.0 psf Raceway - h =. 24.0 inches (height) Masonry (ASfM C90, 1,500 psi min) 1/4" Tapcon-- Ref: ITW Tapcon, NOA 07-1126.10- Min Embedment: 1.25" Min edge dirt: 2.5" Tcap = 195.0 lb (per anchor) TotalReactionz== Rt= - -92 Ib/ft- - ...=P*h (alongraceway)• Anchor-spacingreq'd----- s= 50.9 in O.C. _ ... = (2*cap)/Rt Pairs of anchors at— - 51 - inches-on-center(max)--- 4.3 feet on center OK, typical anchor option shown. Ref anchor schedule for other anchor options.-- - VIE KEW Page 3 i a 'eats easyseals.com DESIGN CALCULATIONS FOR sCBNNSD , ;t _Urie County CHUBBIES NEIGHBORHOOD RESTAURANT Sign Type: Cabinet 6634 US 1- Port St Lucie -- GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 5th Edition (2014) for use within and outside the High Velocity Hurricane Zone (HVHZ). _ 2. - Wind loads.have bee_n.calculated per.xhe.requirements.of ASCE.7=10 as shown herein. 3. These engineering calculations pertain only to the structural integrity of - - - those systems, components, and/or other construction explicitly - Index: specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty, either expressed or implied, is contained herein. Pg 3 Anchor Design 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry 1 „s __ - '- specificaiPonsass0mmanzedNerem.- �µ�umrrn� S. Where site conditions deviate from those noted herein, revisions may be � °° Engily i � seal valid required or a separate site -specific engineering evaluation performed. ,��.f Ti �' 4 �.;•� F'•.�. 6. Aluminum components in contact with steel or embedded in concrete _• �L _ shall be protected as prescribed in the 2010 Aluminum Design_ Manual, _ No. 67 2 - ---Part 1. Steel components incontachwith,-butnot-encased in; concrete 0 —= - shall -be -coated, -painted, or otherwise protected against corrosion. TATE O 7. Engineer sea] affixed hereto validates structural design as shown only. '.�0�;.• Lill �.� Use of this specification by contractor, et. AI, indemnifies and savesrkoChfiSj W# 67382 harmless this engineer for all costs St damages including legal fees &rw.VLW'�,1 0` nnollote func rncidtino frnm dovintinn frnm thic rlocion Easy S�`a194uud{eli Auth # 31124 1200 N Federal Hwy, #200 Page 1y Seals .coin Bow Raton, FL33432 Easy O V t~!1 A W '; N F~+ O l0 OD V Ol N {ff A A W W t o to o 0 0,0 0 0 0 0 0 o m o, to 0 to 0 A A A A IiW W W W W W A A A W W W W N I+ O O'00 P OD -4 Of I!I F+ I+ O lD OD V N r !I �O O1 1+ b NO1 00 N W W 00 O N W A W 1+ ... -!I V V V V V V N VI N N a A{{6 A 00 YI N F+ O, w V OI A N O W N O OD V COf 1+ V tO V i. F+ V 1+ W 0a Cl N N N I+ OO in O W Ol N W Of A,N tD V A F+ V A N t0; V A F+ W N O VI xx2z m N_ G) C �� o C S N N h Z , 19i, 9 :th:0O IA m - rm O X ........ I...... v nm N N W0 N I O 0 N Z A N V m Z m A M y. '-Ea A to oo o IKh = bo t K7 tV0 m li !nn A I W 1V+ O lmD V lnn W N O; 1p ONO ONl A N O V 1 (n Ol W 00 V {n Ii W W 0 0 w P. 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I 00 00 00 00 00 'A A 4-,! a O O O O O O �O O' O 0.0 O O O' r 1 O d 0 3 tr 0 m ii N a L n KM c V 10 v to Z 7 3 a r fu CL ul Y r n c r -i O Z �C C r r O c q m v En n En Q)EasySeals Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Sign type: Sign size: Wall material: Anchor type/size: Anchor tensile capacity: Check Anchors for Pullout CALCULATIONS' - -►R WALL -MOUNTED SIGNS P = 46.0 psf Cabinet A=--30.0—sgft (entire cabinet) Masonry (ASTM C90, 1,500 psi min) 1/4" Tapcon Ref: ITW Tapcon, NOA 07-1126.10 Min Embedment: 1.25" Min edge dist: 2.5" Min Spacing: 3" Tcap = 195.0 lb (per anchor) Total Reaction: Rt = 1379 lb ... = P•A (entire cabinet) - -- No.=ofanchorsreq-d:-----n-=--==7:1 =total=anchors-===-r..=Rt/cap-- ---------------- Total anchors required: 8 total anchors balanced over cabinet tFi OK, typical:anchor option shown. Ref anchor schedule for other anchor options. Page 3