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HomeMy WebLinkAboutPLANSSCOPE OF WORK'. UXFELL S:v':s is mg I, AW I IsmI HHOW Lct CY J-0 UU1'11.11EIEftlWFWURf "a'EL£CYNhtI .>a,.E O:.. l4 GWINGUMMIS G) D 5 COYCP,TFfOUNCATG4 PEOFSipLIFhOSLLPIYG AND P561'FRYFLECIR CiOSIGN BY OTHER, n•.r• :a I IN PLANWEM- y iaalunmunxnrepcururmE.[:c ie"a�o- 1 vza• L+'-0v t, R� v�II 9 ; 3UP MAIG- ED% ECYYIrpLAY STREETSIDE I ptUk+IUNBA,ReYDdS 1F'A" [d.§4_t➢VSR-0LF>w IdY.01>J915 __� 30'3 ELEVgMIN' I ONEI.IP�. .. OI5PLPY W:WE I.I"e l'-0" SIGN TO RE NIARKEO PEP NECEWA lA) PRIMARY ELECTRIC TO DISPLAY BY OTHER& .S R IYDIEMI iEM TSol O DE LU141Y Y0. alPEN NSG E NLLtol ATIa'ARYL AY MITCHAM.FEPAti OS AU Y LLE S Mn I TncE 1F E nli R n It' AsrrT..LiI MIE GOREFLLANG fpED I a [D15 Ft 1 Ev ryuiWla RECURED BASE SCANNED BY St. Lucie County FATCH 1. TE R" MGYLLWLY VIN IAFFr; Vic. tWiCFlf Si CE'@lit OIdS iIA FlNISxi F- RNUMDFA III fL aE.n•'LL PA IP M.NE ¢OFlUaf1U.1151107 AlNllll SsI vC rl TE IIOA1 C4Ytlr, qry "cMFIrCT11Ri 'aJ TCd CLFrF 15:1 HINTED MATTSl$ lCRn C FOtYJREMAr.E G1CF 04091" SHP FIUYt, PARTEODC TITEW KRYLL MLYUNIERIAN E)SYGoix W,%,l NdEW PNMTSD AOMNEVP' ACRAI_ PD:YL'R=1`4]I9 TO M mIl PNi IS= PLUF IUD.Ir rex+AFr Ne[Nt BACNIOFOLECOVER 3W y r�f I rya[In Outoutm>Y ry pI »[[enaut txe fp[[IB[al n Dan.Na f,ravr[P.r [uI v Ia kUIFG \. fll' D - IOY3l\I EtE[WDl FEC,A .LSU.YS 0.ctCgpgSSE i)l0 iu.aD .i ONLY I LANUSCAVINGOYOMERS A; t :•E t'� EI:D DEN'; �) 0.5 GROV.Y 01t(IN.:I4PI[01115RUYK/EAIG 1/avf'O'�• Y 41800011 tL+n.8 23 18 ceA'mm' C. Panarlti_ " 120 Volt DG ❑ 277 Volt SHEET 1 ,.. TREASURE COAST IRiL A!RPOPi DC FORT P eRCE..__,_, [:FL Cho ROVERl VALERI GRUB_ _� uC:OtEU r' rwaerpnlrvprrNxwa rrLOArlu gp.rtFsl�� Ma rJrbVnnbr» yMprWa[eivaeplea N�YN A. [r Arm'u'anMd[ DON BELL 'O U1 r I 6 t IIt 1:Y5'EELE% c 1S 16 M II NOSES IOACCOWMATE !✓ )) MEc. SCLTS 1 ElwD3fM ONr S LATE p�`SEIIpN: Hf_%aledlaib 2 p/4gpVllD itLU4'✓I]IF✓p15PlAY[Y.•EHC 1R'ti1:0` Zt l NA i I^'P. P6'n'rtiiis I ]11-17`C FYV vi mp —� FIN S'GNSIRUCTU'ff i0 .—SISr19:iiG.F . L'ETRROCF TO 14T6NEX3T1VSa. TFRUPPL b if 262 �ECEvanpv. 2 OAE IgTI FeCOIRq�•14lINpiSPfAY IYI LMC /sl•-T uGIONG FiRDSF'CEMDME CRACLESe4� STRIKMOI l N_ II,VZFILLERPERSTRiCTUFSU^,:11:4t1 FFWI�G P"EDMVUM" iEX COAT MJ'ETOR[JEFOR%5)41PT.01MIMETE CE 0 �Eli14S: "M CrapIN 2 nF4ROUApIIIVNW<i[OOISM 4Y4%EYC II.T.S. swe=_vnl { s E BOIiOM '1 . 1 �.R[_._� aw� qq owe a•.a^ �cac rzsuc• �rI ): Y IPJE.an iW.9.YSi19.Oriy saw e�\EM1'p NflV �pf 6ROVN01lTp•IM<TFp DISFLlY 4:fEAL I.['sl'4" m�+;�f ® 120Vo1E us [J 277 Volt SHEET 2 1'TRUDCOYOUIT IOYRECTFIMN DON BELL Mete'lA.[o ar en ynw[Ompu'st orpnnU.ompulmayrory. Pleaao[eAaull l�. epeNl<.Rnneln "'1I� lag as.Np n�a mnFnr<na.vn m Z 0 N v OD Im RIGHT OF WAY N Y (TVP) L1 RIGHT OF WAY r 1 t i I1 I t N 1 i EC _ III I � j ,. RIOHi OF WAV ' s SCH�EDUL.EAWORK (TYP.)� l 1 / le 1KKHKK'f /` $V , REFER TO LANDSCAPE PLANS FORLIMITS OF LANDSCAPE '' t _ .- _ / [f • - � rI WORKANDKAND DETAILS I' NOTES r 1. SEETYPICAl8EC11GNSANDDETAIL6AND ~�. LANDSCAPEPLANSFORADDIIIONAL , IrgDmunoN z coDRpNAn:s sNDxeI LIFx�aRE APPROJIINATE CONIRACTORIS TO SURVEY ATKINS ENGINEFA PRIOR TO COLA¢NGNG PAVEMENT CONSn2UCROM 0. 6EE GRAONOAIID PAVEA¢NTELEVARON PUW w25wN Rehr gctl I Tel1!?tl�v-T!]5 FOR FIEVAnON INFOWAATION: - ONnEq DBPR OvMM9mtowb U eIAWpAwtlen No. No.Fn( 29•sM N v.+vxa6NvmeELLoeMneMvmerlw !.f SCHEDULE B c n n'�Z 0 m 74.3•�'.I L828' f'` RIGHTOFWAY. .E - -�: "�--"'Q'- _=���.(LEGEND _ ,... RIGHT OF WAV e v e.' _ _ .Q.<- wwOscAPE ONc ans - L t j+- ,6• UOD UOD BLE YELLOW K I 24'STOP EAR o ST. LUCIE BLVD. f0 2q 40' _—__� SCALE IN FEET RIGHT OF WAY j - 1�L• t I - -� t INN %MLLIAM WINDOW, P.E. FL-P.E.NO. T1574 'FIRM EB NO.24 .R\ _ TREASURE COAST INTERNATIONAL AIRPORTAND BUSINESS PARK MAIN VEHICULAR ENTRY SITE PLAN ,pA ND. 6.05.938E OHEDfm:�NAB EXHIBIT-1 SCOPE OF WORK: DON BELL SIGNS TO MANUFACTURE AND INSTAI -- (1) DOUBLE FACE GROUND LUMINATGD ENTRY FEATURE W/ELECTRONIC . 1GE DISPLAYS. GROUNG LIGHTING BY DRS. CONCRETE FOUNDATION, PEDESTAL, LANDSCAPING AND PRIMARY ELECTRIC TO SIGN BY OTHERS. STREET SIDE SIGN TO BE MARKED PER NEC 600.4 (A) PRIMARY ELECTRIC TO DISPLAY BY OTHERS. PRIMARY DISCONNECT SWITCH TO BE WITHIN VIEW OF SIGN PER NEC 600.6 COLOR SCHEDULE 2T•7" ACTUAL LOCATION MAY VARY SWITCH AMPRE RATING SHALL BE NOT LESS PAINTED MATTHEWS ACRYLIC POLYURETHANE TO 20'•1" THAN TWICE THE AMPRE RATING AS POWER ■ MATCH PMS 7692C BLUE (SMOOTH SATIN FINISH) SUPPLIES OR BALLASTS PER NEC 404.14 & 600.6 (B) PAINTED MATTHEWS ACRYLIC POLYURETHANE _ FINE (5) 120v-20 amp CIRCUITS REQUIRED BRUSHEDALUMINUM (SMOOTH SATIN FINISH) :' + PAINTED MATTHEWS ACRYLIC POLYURETHANE WHITE t-c'- (LIGHTTEX-COAT FINISH) PAINTED MATTHEWS ACRYLIC POLYURETHANE BLACK (SMOOTH SATIN FINISH) ® PAINTED MATTHEWS ACRYLIC POLYURETHANE I DISPLAYW/EMC 114 1=0^ DURANODIC BRONZE )SMOOTH SATIN FINISH) 2p.T" PAINTED MATTHEWS ACRYLIC POLYURETHANE TO MATCH PMS7692C BLUE (LIGHT TEX-COAT FINISH) 2b'•10 ' STRUCTU_ RAL UPRIGHTS D.C. 2121 .N d. We[ �ELEVgTION: . 19 D/f GROUND ILLUMINATED DISPLAY W/EMC 1/4^=1'-D' ONE (1) REQUIRED -;ALUMINUM MOLDING PAINT BLUE TOMATCHP.MS1692C. ` - j(SMOOTH SATIN FINISH) - ALUMINUM MOLDING PAINT MATTHEWS BRUSHED ALUMINUM . t1 A�4P a = \ + - (SMOOTH SATIN FINISH) a RECESSEDANGULAR WlING"MOLDINGS .(tW0)OPEN BACK TO POLE COVER 2112 ALUMINUM POLE COVERS PAINT WHRE(LI-HTTEXCOATFINISH) -ram r ITYPICALV - - -. T •; i �1764 X 6011ATR C OLOR ELECTRONIC yESSWWG BOARDS�- _ ; -�;"• I WIRELESS COMMUNICATION :TWO BOARDS BACK TO BACK WITH 9 SEPARATLD ` &. B •P }�{ '' -MARUFACTURESSPECIFICATIONSY ONE 11)"TER ONE SLAVE, .� . ,E .'ALUMINUM FILLER PAINT BLACI((Sh-S *$AJ131,PN�gSH) - ALUMINUM FRAMED AND CLAD NOR- RUMUTATED CADRO, '141n • .. . . _--, PANTED BLUE TO BATCH PITS 7692 BLUE (LIGHT TEX CWFWSH)1 1" THK PRECISION ROUTED ACRYLIC LETTERS STUD M011NTED W11N a Ld",STANO OFFS (TYPICAL) V - LETTM NUS ?PATINA &ERNS) MATTHEWS BRUSB - ' • • - .,. STAND OFFS PAINTED B�E TO MATCH CABINET". - _. ., ' 1"REVEALS PAINTED BLACK (SMOOTH SATIN FINISH) . - sort_ ' TEXTURE RELIEF DIVIDER PAINTED WHITE .(SMOOTH SATIN FINISH) - . 1"THK ACRYLIC LETTERS STUD MOUNTED WITH 314 STANDOFFS WXOTOHAVE DIGTTALPRUTTAPPLIED, 1st SURFACE / UN INH031TNE OVER - - - LAMINATE) PAINT TO MATCH LETTER SETABOVE- -_,(CUSTOMER TO SUPPLY HIGH RESOLUTION IMAGE FOR PRINT) _ - ��-. -.-.- - .ALUMINUM FOUR SIDED ISOSCELES TRAPEZOID BASE - PAINT WHITE (LIGHTTEX COAT FINISH) -�- �- - - d CONCRETE PAD W/ CHAMFERD EDGES AND FOUNDATION BYOTHERS r—GRADE Note: The Color GI _computer screen or printer output may vary. Please consult the specifications in this drawing and proper color guide for accurate color depiction. NOTE: GRAPHIC DEPICTIONS ON ELECTRONIC MESSAGE DISPLAYS ARE FOR PRESENTATION PURPOSES ONLY ALL EXTERIOR COMPONENTS TO BE CHEMICALLY ETCHED, PRIMED, AND PAINTED WITH MATTHEWS ACRYLIC POLYURETHANE PAINT. (SATIN FINISH) UNLESS OTHERWISE NOTED , al 6LIIm111NBA8EBYDB J �CONCRETEBAWAND .FOUNDAtIDNIBY O7NERS1 J LANDSCAPING BY OTHERS ` 4'd^AgovE tiGDE � END VIEW.• f D/F GROUND ILLUMINATED DlSPLAYW7EMC 1/4^=1 =D" reasure oast AirportInternational DESIGN #: 1800011 DATE: 8-2M 8 'DaAvm BY. C. Panariti ■ 120 Volt ®DS ❑ 277 Volt SHEET 1 TREASURE COAST INTL AIRPORT 3000 CURTIS KING BLVD. - FORT PIERCE FL CRAIG TROVER / VALERI GRUB . AS NOTED COREL DRAW 2016 this design (except registered or existing tmdemarlo) Is the properly of DON BELL SIGNS LLC ..d sh.11 not be mprod [ed or mpied In whole or in pad without the wA"en Penew.n of the .tier. nomed owner. 1 26'-9".radius .. '26'-5'.2dlus- 26'-3° 2dius�^, :. 1, 2, 11 1 112 f .1 1/4° THK STEEL BASE PLATES. 15/16°THRU HOLESTOACCOMODATE 7/8'ANCHOR BOLTS _ F Y..,. 6°X8'X1/4'H.S.S. � LEAD TUBE OMO PLATE ..O . SECT/ON: WELDBOTH SIDES Base Plate Details , DIP GROUND ILLUMINATED DISPLAY W/EMC - 1/2"=1'•0" .. STRUMMUPOGHrSO.C. PIPF CRAni FF ATTACHFC Au I IAAIAiI IAA Slr KT cT01 ICn loo Tn FRAMED°WING°MOLD INGS FILLER (WHITE LIGHT TEX-COATFINISH) OPEN AREA —PERF-METALTOP, BOTTOMAND SIDES Mr.� DING SEAM META[ VEY REQUIRED) MATCH EXISTING ON TERMINAL A FILLER MOLDING TUSE.CRADLESATTACHES ALUMINUM SIGN SggttUCTURE TO STRUCTURAL STEEL UPRIGHTS SEE DETAIL�1 3/16° STRUCTURALALUMINUM FRAMING 6061C1--TT66 .. TYPICAL OFALL. - . - STRUCTURALALUMINUM:10= EMC CABINETS .. FIELD SPUCE AND PIPE CRADLES TO BE CHEMICALLY TREATEDAND PRIME W/ RUST INHIBITIVE PRIMER - SHERWINWILLIAMS STEEL SPEC STRUCTURAL STEELPRIMERB50A11) - - 1/8° ALUMINUM FACES OVER STRUCTURALALUMINUM FRAME. V DEEP PRECISION ROUTED LETTERS 8 LOGO RECTANGLE TO BE STUD MOUNTED WITH 1X-28 NON-CROSSIVE STUDS THRU FACESAND STOOD OFF WITH 3/4' SPACERS ALUMINUM FILLER OVER .STRUCTURALALUMINUM FRAMED POLE COVER. PAINTED WHITE (LIGHT TECX-COAT FINISH) TUBE CRADLES �- 1/8' ALUMINUM FILLER OVER STRUCTURALALUMINUM D FRAMED BASE: 5 PAINTED WHITE(UGHTTEX-COAT FINISH ENDS TO REMOVE FOR INSTALLATION 8 ELECTRICAL SERVICE - ALW14UMBASEBYDM lI J - - 19.•g. 1 c CON CRETE ANDECMATIONBYOTHE .. 20'-2° - DIP GROUNDILLUMINATED DISPLAY W/EMC - 0" ONE (1) REQUIRED - REQUIRED)- 40110 p6,i CONCRETE Cd 28 DAYS AS REBAR 12" O.C. EACH WAYTOP 8 BOTTOM Y-0" 2 A"DETAILS. Tube. Cradles D/PGROUNDIILUMINATEDD/SPL.4YW/EMC N.T.S. 9° CLEARANCEMINIMUM 65° 4%D' TYPIrAL LED SPOTLIGHTS BY DBS 70 WATT KNUCKLE -MOUNT q LED FLOOD LIGHT 5000K MP) m �117 RIGID CONDUIT io (BYELECTRICIAN .. - 6 (314" ELECTRICAL CONDUIT L J J ELECTRICIAN COORDINATE D CONCRETE) �` 4-0» TC�"`9.0 Broes .�,. 4'-0" eCONCRETE BASEAND. .- rouxoaTToxreromERSIJ uNDC 2EASEANO.. J rauxDanox teronlDtsl J ENO VIEW.' .VIEW.' D/f GROUND ILLUMINATED DISPLAY W/EMC 1/4"=l'-0" Note: The color on your computer screen of printer output may vary. .. Please consult the specifications in this drawing and proper color guide for accurate color depiction. '. NOTE:- D@S TO COORDINATE EXACT LOk DNS OF 'PHOTO CELL AND LOAD CENTER (ACTII.;— .;JAY VARY) �70 WATT KNUCKLE -MOUNT LED FLOOD LIGHT 5000K (TYPICAL) ANGLE ADJUSTMENT TO BE FIELDS DIRECTED THREE 20 amp CIRCUITS �Y BY: ELECTRICAL CONTRACTOR I a 33ii 109A6m CIRCUIT 6 15n i06.91mm 377in 135L3' ' 17116 GAUGE w1AE .. - PlCLUDED PARTS a6Tn . .. 11f0.09 �• it I . 123 .83mm 1 Man _ j 117'CONDLm - ' C 12D7.77mmf yWiRE NUIS 70 WATT KNUCKLE-MOUNT.LED FLOOD LIGHT - //yy�� SL OOOK (TYPICAL) ANG_ E ADJUSTMENT TO 13E FIELDS DIRECTED AP t MULTIPLE WEW EMCA16chImmt -� D/FGROUND /LLUM/NATED.DISPLAYW/EMC �3/6'NON-bORROSIVE NY -COCK NUTS: ° BRACKETS ONCABINET �\ *DO NOT WELD { ` b t BRRACKE ON THIS BRACKET CABINET 1 BRACKETFORFIXINGTO - L STRUCTURE ✓ RH 318"NON•CORROSNE THRU BOLTS , S f6).TOP, & SIX (6) BOTTOM EVENLY SPACED - - �MULTIPLE.WEW�EMCAfrachment _ D/P GROUND ILLUMINATED DISPLAY W/EMC N.T.S. Note: The color on your computer screen or printer output may vary. Please consult the specifications in this drawing and proper color guide for accurate color depiction. - PEAK Engineering a Consirngtlon Consulting, LLD Phone: (808) 264-7214 CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural P.O. Box 238121, Port Orange, FL 32123-8121 Emailydustin.dipersia@gmail.com requirements of: 2017 Florida Building Code, 6th Edition LIMITATION: Valid or one 1 sign, at specified ocation. In case of conflict, structure Name: Don Bell Signs re uirements, scope of work, and installer, mf q , owner responsibilities control. Project: Treasure Coast International Airport (1800011) P E R K THIS SEAL FOR STRUCTURAL ONLY Printed Date: 9/11/2018 Description: Column / Pole Design, Baseplate Design, and Footing Design for Monument Sign 142rol DUSTIN DIPERSIA, P.E. FL 77276 Drawn By: Dustin DiPersia, P.E. Specifications: 1. 2017 Florida Building Code, 6th Edition 8. ASTM A449 Hex Cap Screws, Bolts & Studs, Steel, Heat Treated, CERTIFICATE OF 6W13MATIW: 31287 Checked By: Dustin DiPersia, P.E. 2. ACI 318-08 Fy = 120,105,90 minimum ee �.`�5�`n• �0 J*e., Special Notes: 3. ASCE 7-10 Min. Design Loads for Buildings & Other Structs 9. ASTM 6053, 6061-T6 Structural Aluminum Tubing, Fy = 32 ksi min. ��� �; ' �`O E NSF s�0" 1.Sign Location: 3000 Curtis King Blvd., 4. ASTM F1554 Grade 36, ASTM A307 Anchor Bolts, 10. ASTM A53, Grade B, Type E or S, Structural Piping, Fy = 35 ksi = * : NO 77276 Fort Pierce, FL 34946 (Heavy Hex on Bottom, not 11L" bolts, UNO) 11. Rebar, Grade 60 for #6 or Larger, Grade 40 for #5 or Smaller _ * * 2. Column Specs 1: 6" X 8" X 1/4", fy = 5. ASTM A36 Structural Steel 12. ASTM A992 / A572 Grade 50 - Standard I -Beams 17 : : n STATE 31.9 ksi SCH40 Steel � 0% OF 441 6. ASTM A325 Connection Bolts, Snug Tight 13. ASTM A307 Carbon Steel Bolts &Studs ., c 3. Requ. Foot. Size = 16.00 ft diag. @ 3.50 ft depth �',� R 7. ASTM A500 Grade B, Structural Steel Tubing, Fy = 46 ksi Signature: 4. Assumed soil bearing capacity = 2200 psf, Date: 9/11%p NA s���� sides = 200 psf per foot depth (Field Verify) Assumption: 1. Design Wind Speed, VYiE= 160 mph Per 2017 FBC Wind Maps scoPEOMM' 2. Concrete Strength, fc = 3000 psi min. compressive strength pNBELLBibl9 ra Yl"IRYIMEMa 1laiNlOME'I1yJIIaFfME .tl'bllq wnoHrmortgv,uiul+t lWYECIQONCE6Sa{0.5FU'9,GnONcuw10M1 SY.NlOeEYlANEO Pm NECBWA IU tbCYlEicYxwlW iF�ePLEYa,cYMO.wwrarEicii�roawmoMBia �wmmrmv�n"seam ,Iru:rl.•famYm[vwi rrrmno.a.•mrvr.E coEwecxmuEe. d�•.�� r. RE LIVED Wind Loads Per = ASCE 7-10 r °Fmr 6'MItlA4Tk0.VM 61„LLPE 1ME6t w*w.swM.v ,MMro,WeEWeIGRNt,«,WETWIEiO ■YAIwfl51�c0WElAEipiXSEw E,csG xart:wwncomrnwawvtcmaric it Wind Exposure= C Verify in Field - E P��GYt �s18 1@M2 WI.Ytpe16 a m merva ere m - IE95alE"leq/16 NiEfwflRYMA1gN fqM®WIri2WiAfiuciClYiw[rxwF W106E901SY ❑a"avnuwwrrymow x".�, OCT _ 6 '018 a) Zg= 900 ASCE 7-10, Table 26.9-1 Pg 256 Permittlit[ B) a = 9.5 ASCE 7-10, Table 26.9-1 Pg 256 E FAN ■ js'lur'x iaycivuwmu�m,« u am a waxearoe a ue u, ■M=TL �1 Lucie C unty, C) Kd = 0.85 ASCE 7-10, Table 26.6-1 Pg 250 , ,,;,�,,,�,,,,,,,,,�,,;.�, ^"^m�ero=Po a x Ero ■ wra,.emsceu" ecxrrE.mx,xmp , 5. Risk Category = II MR] = 900 years I = F 1.00 ASCE 7-10, For Category 11 Buildings mr uwaG�e^= a) IzI e^ x a^ x z/a^ sro 6. Column/Tubing= T% fy= 31.9 si SCH405teel ,, - Sch40Steel Pipes Y f a) H = 8.000 in- rp eaSTXGM"eexLL b) h = 1 7.5000 in d) b = 5.500 in 1 (Mc"xra Y �'Gu„T.wame.ro� - �+. laarm'piaiaoluwmro E u wavw om e) B= 6.000in e) tN,= 0.250in ww ,_,` '` O_:•: k f) Sect= 15.66in3 vcrumuownwxo•aauxGslregwea e,uro,umlm g) Weight= 22.42Ibs/ft = 941.64Ibs X2= 941.64Ibs E..'� r. h) # Columns = 2 Total Weight = 941.64lb B Se f Ip1YYwMLG0.wF1FC1e0YC46.GE6WPW INK- -"' " r a"�ao �`° ro = w x r s s 7. Sign Dimensions = Height (ft) Width (ft) Area (ft`) Each Areal (ft) � �: YXUf.CIwfa GRRF.IYM YalaNfNEi NJa(e10IGYWMG,=Yr xe _ a) Adv. Cabinetl= b) Adv. Cabinetl = c) Adv. Cabinet3 = 21.00 21.42 267.58 1 267.58 0.00 1 0.00 0.00 1 0.00 F �- b r - 3 • e ;willi !� • r.' �.imEoe�Ero '*A, .m wmaauerowrwwsrmewEra"auuw irE 1-IIR iff, G11meCR11lC '� "uel em,sn r d - 0.00 0.00 0.00 0.00 Total Area = 267.58 ft2 1•r10[1rMIt IFIRR98r116lNYRD 1'[III W 1 I 4 ` of - S? e"evu�Ece'�u°w,1pwmmveauuv°WNfiurq°DP"ro tr- B. Sign Weight = Unit Weight (Ib/ft) TtWeight (Ibs) _ iuerrowrw mmGm ewe Y lauroeex ro emnr xw mvowim mee rorz eexn a) Adv. Cabinetl = 3.00 = 802.74 ��r� t�� e* rt n o r a s a< r '.. f m.curev.orow.nammcaa.imraum.ml b) Adv. Cabinetl = 3.00 = 0.00 Y �rvrr er h `°" r i:..* ti r,p "�Yfir n`� '• t','r* c) Adv. Cabinet3 = 5.00 = 0.00 em erelaE i nx aY" a ne ; Total Weight = 802.74lbs i �mr � • wmewxaermxEn rr.s".o a! 9. Soil must be verified by sign installer. Calculations are based off the assumption that the soil a20'-2" bearing capacity is a minimum of 2200 psf and sides of 200 psf per foot depth (1.3 for wind). If ations:there is a question about bearing capacity of the soil, it is recommended that a soil test be '-0" X 3'-0" Spread Footing Satisfies Structural Requirements. NOT TO SCALE performed before sign installation. (Field Verify) Drawing Sheet S-1 B P.O. Box 238121, Port Orange, FL 32123-8121 Name: Don Bell Signs Project: Treasure Coast International Airport(1800011) 1. 2017 Florida Building Code, 6th Edition 2. ACI 318-08, ASCE 7-10 3. ASTM F1554 Grade 36, ASTM A307 Anchor Bolts, (Heavy Hex on Bottom, not "L11 bolts, LINO) 4. ASTM A36 Structural Steel 5. ASTM A325 Connection Bolts, Snug Tight 6. ASTM A500 Grade B, Structural Steel Tubing, Fy = 46 ksi 7. ASTM A449 Hex Cap Screws, Bolts & Studs, Steel, Heat Treated, Fy =120, 105, 90 minimum Phone: (808) 264-7214 Email: dustin.dipersia@gmail.com 01:11i11 rAd 1181f•\ I I I C.11.1 r I r1M 1 r I'N.T» 9. ASTM A53, Grade B, Type E or S, Structural Piping, Fy = 35 ksi 10. Rebar, Grade 60 for #6 or Larger, Grade 40 for #5 or Smaller 11. ASTM A992 / A572 Grade 50 - Standard I -Beams, Fy = 50 ksi 12. ASTM A307 Carbon Steel Bolts & Studs 13. ASTM C-920 Elastomeric Joint Sealant 11 IPW IW'lKKb1E6Ht4 PJ1E9 vuc�mea}s1O'�m°'E iur_su� �r '�... Ill T ��nanmarwrm mn,r.ve•c �mavaxol,uur.rznpsq�vWE¢ �'~ as CERTIFICATION: To the best of my knowledge, I certify this analysis meets structura requirements of: 2017 Florida Building Code, 6th Edition LIMITATION: Valid or two 2 signs, at specified ocation. In case of conf ict, structL requirements, scope of work, and installer, mfg, owner responsibilities control. FOR DUSTIN DIPERSIA, P.E. FL 77276 CERTIFICATE OF AUTHORIZATION: 31287 �0,1Lee lrrr �e•�`r�A No 77276 �'. STATE OF .-'441F gnature: ,;ONA.I-- Date: 9/11 0 18 Date: By: Dustin DiPersia, P.E. d By: Dustin DiPersia, P.E. Notes: Sign Location: 3000 Curtis King Blvd., Irt Pierce, FL 34946 Column Specs: 6" X 8" X 1/4", fy = ..9 ksi SCH40 Steel Requ. Foot. Size = 16.00 ft diag. @ 3.50 ft deptf Assumed soil bearing capacity = 2200.00 psf, fes = 200 psf per foot depth (Field Verify) lurelaccYulunwow vvll� IMOIO f2LLY0 W1O CEMIFA (gLTYLL WY VY[Y, uwmea�iern FRONT BACK . N IYi(giM1�FXYiWt Wl6 BRACKETSONCABINET DO NOT NOT WELD Tm THIS BRACKET aoo rue oESPONSI@ILITY OF THE ;TOR OF RECORD ,o�muEcosxourrt...lwoo uaxr "^ C W YR jRflGl) /.MGIE ROlYST16]I! 1p BE REID6 OIRFlIm �'mY u�F ,FD�nI1� '1 ,®� ST. LUCIE COUNTY „�,,, PLAN REVIEW • m�.m a�w lRRlnWI a� 9 d ,. rwue nu toI1-6;r-Z© — o�A�i�AtlorJ (-0 SCALE Drawing Sheet S-2 TViEBE PLANS AND ALL PROPOSEU JvurilxDATE/2 g SUBJECT FIELD ANY COP�RECTIONS ORSTR PLUMB: 41EQU1RED 6Y FIELD 11tSiCTORS TI�AT DATE: FIRE Pr°KEY 6E �1eCG5DAM IN ORDER TO � MECH: I COMPLY WITH IlLL-'19PL1C'A•n""" DATE: EAK Englneering a Constrncfion Consulting, L .0. Box 238121, Port Orange, FL 32123-8121 Coast International Airport Phone: (808) 264-7214 Email: dustin.dipersia@gmail.com Sign Dimensions: 1. Sign Height, H, Z & s = 1 21.00 ft 2. Width, B = 1 21.42 ft 3. Height off Ground, h = 0.00 ftif h = 0, s = h Analysis: 1. Wind Loads, ASCE 7-10, Ch. 29 >Wind Force a) Velocity Pressure, VP=0.00256 x Kz x Kzt x Kd x V2x I, where K, = velocity pressure exposure coefficient = 0.91 K =topographic speed up factor = 1.00 Kd = wind directional factor = 0.85 V = wind velocity 160 mph 15 2/a I = Importance Factor = 1.00 ForZ<15ft: KZ=2.01(7-) 9 , where Z = height above ground level Z 2/a Zg & a = terrain exposure constants For 15 <_ Z <_ Z8: KZ = 2.01(Z) (ASCE 7-10, Table 26.9-1) 9 Therefore.... Velocity Pressure = b) Factored Wind Pressure, IMP = VP x G x Cf, where 50.76 psf G = gust -effect factor (0.85 for rigid struct) = (otherwise use Equ.26.9-6, ASCE 7-10 Ch.26) Cf = force coeff (Fig. 29.4-1, ASCE 7-10 Ch.29) _ a) aspect ratio = B/s = b) clearance ration = s/h = Therefore.... Factored Wind Pressure = 62.56 psf xZ x = 2/3 x L = 14.00 ft c) Wind Force, WF = W P X A X D where L A =area of sign = Therefore.... lWind Force (Shear Force) = 5951.95 Ibs Sign Weight (Axial Force) = 1744.381bs >Moment At Grade a) Moment, M = WF x h, where h = moment arm = O.SH = Therefore.... I Moment at Sign Bottom = 80.81 kips-ft 2. Sign Column Bending, S (Section Modulus) S = M M Moment = 80.81 kips-ft f'b x NC fb = yield strength = 31.9 ksi NC = # of Columns = 2.00 Therefore.... Bending, S,, = 15.224 in3 Bending, S,n = 15.660 in3 Data Taken From Machinery Handbook Therefore.... Sact<Sreq (OK) Pipe Size = 8.000 in X 7.500 in Steel Pipe, S = 15.6602 in3 267.58 10.50 'IFICATION: To the best of my knowledge, I certify this analysis meets irements of: 2017 Florida Building Code, 5th Edition rATION: Valid or one 1 sign. at soeci ied location. In rase nf rnn it quirements, scope of work, and installer, mfg, owner responsibilities control. THIS SEAL FOR STRUCTURAL ONLY Printed Date: 9/11/2018 DUSTIN DIPERSIA, P.E. FL 77276 Drawn By: Dustin DiPersia, P.E. CERTIFICATE OF AUTF{fqAIfpT,9N: 31287 Checked By: Dustin DiPersia, P.E. 1'ee ° 9 .• CENBr °n o°QJ •' �S+' , s•°m No 77276o. *, STATE OF °<U< o0 ORIV Date: 9/11/201 88eogall0t Sign Location: 3000 Curtis King Blvd., Irt Pierce, FL 34946 Column Specs: 5" X 8" X 1/4", fy = L.9 ksi SCH40 Steel Requ. Foot. Size = 16.00 ft diag. @ 3.50 ft depth Assumed soil bearing capacity = 2200.00 psf, ies = 200 psf per foot depth (Field Verify) - 74•-0•. sfRw�uu4um�sxrsor, v,. - - �-5•m�m, PIPECRADLESAT7i1CHEBALUh1RJU61 SIGN STRUCTURE'f0 STANDIN ': - STRUCNRALSTEELUPRIGNT85EE DETAIL (SURVEY 8'S'rddius - ANT BU BL S ��PMO ALUMINU PAINT MA ALUMINUMFRAMED9NING'MOLDINGS ALUMINUM FILLER (WE LIGHTTEXCOATFINISN)- oPexwnew. - TUSE611 . ,PERF-METALTOP,BOTTOMANDSIDES . 'STRUCT 9 �r TYPICAL, .L ATIE STRING -,FRAME V FIELD -Sp • - a f RUST W _AR 1WALU J A ® ® -.FRAME. 1'DEEP TO BE ST FACESAI B ALUMINU RAMED FRAMED - AA - • • Il,- AAA A - TUB EC _IV �yt r- e - OPEX.PFA -. FrG e 47.SP'PFARAM ENDS SCALE S-3 Box 238121, Port Orange, FL 32123-8121 Don Bell Signs Treasure Coast International Phone: (808) 264-7214 Email: dustin.dipersia@gmail.com Sign Dimensions: 1. Distance B/W Bolts, d = 11.50 in 4. Allow. Bolt Strength, F" = 55.00 ksi Tensile 2. # Bolts in a Line, n = 5. Allow. Bolt Stress = Shear 2 1 33.00 ksi 3. Diameter of Bolt = Field Verify 6. Plate Yield Strength, Fy Note: USE ASTM F1554 Bolts Grade 55 0.875 in 1 36.00 ksi Analysis: 1. Bolt Forces - Shear and Stress a) Max. Tension, P = where M = moment at joint = 40.41 kips-ft d = distance between bolts = 0.96 ft Therefore.... P = 10.54 kips per bolt n = # bolts in a line parallel to bending axis = 4 b) Shear Stress, f, = V where Aa x n V =shear stress = P/2 = 5.27 kips Ab = Area of Bolt = 0.6013 in2 Therefore.... fs = 2.19 ksi per bolt n = # of shear planes in a line parallel to bend. axis= 4 c) Allowable Stress, F = Fn2 - 2.15fs2, where Therefore.... F = 54.91 ksi per bolt F" = allowable strength per bolt = f, = shear strength per bolt = P c) Actual Tension Stress, fp = A ,where P = tension force = Ab = Area of Bolt = Therefore.... fp = 17.53 ksi per bolt Therefore.... JAIlow. Shear 'Stress > Actual Shear Stress OK And... JAIIOW. Tension Stress > Actual Tension Stress OK :. Base Plate Thickness d -OW a) Model Cantilever Plate,1 = 2 , where d = distance between bolts = OW = outside width of pipe = Therefore.... 1 = 2.7500 in M b) Plate Tension, P = d, where Therefore.... P = 42.16 kip c) Max. Moment on Plate, Mp, = P1 = 115.95 kip -in d) Plate Thickness, t Therefore.... _ 6MpL t e x o.75Fy' 'here t= M = moment at joint = d = distance between bolts = B = plate width = Fy = steel plate yield strength = Therefore, 1-1/4" Thick Connection Plate 55.00 2.19 10.54 0.6013 1 11.50 6.000 40.41 kips 11.50 14.00 in 32.76 ksi N: To the best of my of: 2017 Florida Buil( Code, 6th Edition scope of work, and installer, DUSTIN DIPERSIA, P.E. FL 77276 CERTIFICATE OF AUTHORIZATION: 31287 'kill `ee rt) - .t r `��� Q?.• ,\C E N iIs, No 77276 STATE OF :�� •0F{1Q.• \ �� Date: meets structural a location. in case of contlict, structural owner responsibilities control. inted Date: 9/11/2018 awn By: Dustin DiPersia, P.E. iecked By: Dustin DiPersia, P.E. ecial Notes: Sign Location: 3000 Curtis King Blvd., rt Pierce, FL 34946 Column Specs: 6" X 8" X 1/4", fy = ..9 ksi SCH40 Steel Requ. Foot. Size 16.00 ft diag. @ 3.50 ft depth Assumed soil bearing capacity = 2200.00 psf, les = 200 psf per foot depth (Field Verify) �tt `I g l 1114.`.THKSTEELBI4SEPLATES: _ 791fi` TIiRU HOLES TO ACCOMODATE 7187. ANCHOR BOLTS N&wELO X8 XONTO LEAD TUBE ONTO PLATE BOTHSIOES ,;��§EC7/ON Base Plate Oetalfs; -^ - - - :. -2; .0/F..,GROUND:ILLUMINATED DISPLAYW/,EMC. Notes: 1. Anchor Bolts Must Be Set Vertically Leveled And Checked, Base Plate Must Be Set Horizontally Leveled And Checked. 2. Grout Void Between Base Plate & Top of Footing. Remove ALL Deleterious Material Before Grouting. NOT TO SCALE EILK Engineering a ConsVBCdon Cons6ldng, L .0. Box 238121, Port Orange, FL 32123-8121 Signs Coast International Airport (1800011) Assumptions: L. unit welgnt,lsANO= 105.00Ibs/ft3 2. Friction Angle, c� = 30 degrees 3. Soil Bearing Capacity, q, = 2200.00 Ibs /ft2 4. Factor of Safetv = 3.00 Broms Method Therefore... > Diameter, D = Therefore... Phone: (808) 264-7214 Email: dustin.dipersia@gmail.com Vx = WF 2 , where W = Total Wind Force = x= 2xL= L = Total Height of Sign = V. = 2645.31 Ibs / 1 Columns = 1322.66 Ibs 2Vx(e+L) D = I N ,where P Required Diag. = 16.00 ft Exist. Diag. = N/A Diagonal of Footing, D = Shear Wind Force, V,= Moment Arm, e = Requ. Embedment Depth, La = Exist Embed Depth, LE _ Unit Weight of Sand, f = Passive Earth Coef., Kp = KP=1-sin¢= Depth Check = Therefore... IFooting Depth = ' 3:50 ft Footing Diagonal 16.00-ft Volume of{oncrete:= 13.67 CO YDS X 145 Ibs /ft3 = WTOTAL + t1r2 X d X rc Tactual = where nr2 gactual = 137.4 Ibs / ft2 gallowable = qs[1+0.20(d-1)], where ga1Iowable = 1100.0 Ibs / ft2 Therefore... gallowable > gactual DK Footing Size = 16.00 ft diag. @ 3.50 ft depth WTOTAL = WSIGN f' WFOOTING + WPOLES = r= Fconcrete - Soil Bearing Capacity, qs = 5951.95 Ibs 14.00 ft 21.00 ft N: To the best of my knowledge, I certify this analysis meets of: 2017 Florida Building Code, 6th Edition Valid or one 1 sign, at speci ie ocation. In case of MM is of work, and DUSTIN DIPERSIA, P.E. FL 77276 CERTIFICATE OF AUTHORIZATION: 31287 `�y"n 1L88 rQipP oo�' e F'•.d No 77276 STATE OF ��2 0T ' •,nnn Date: 9/11/2018 Footing 16.00 ft 1322.66 Ibs 10.50 ft 3.50 ft N/A 105.00 1 bs / ft3 mfg, owner responsibilities control. By: Dustin DiPersia, P.E. d By: Dustin DiPersia, P.E. Location: 3000 Curtis King Blvd., rt Pierce, FL 34946 Column Specs: 6" X 8" X 1/4", fy = .9 ksi SCH40 Steel Requ. Foot. Size = 16.00 ft diag. @ Assumed soil bearing capacity = les = 200 psf per foot depth (Field Verify) 3.50 ft depth 2200.00 psf, 53505.00 Ibs Notes: 1. In the event utilities are encountered during footing excavation/installation, stop work immediately & notify the engineer. 2. In the event utilities are encountered, there will be two options: a. Bottom of footing to be 3'-6" min. (horizontal distance) from top of pipe(s). b. Concrete encase utilities according to engineer's recommendation. 27624.69 Ibs 3. In the event construction debris andor other delitarious material encountered during 8.00 ft footing excavation/insatllation, stop work immediately & notify the engineer. 145.00 pcf 4. Refer to 9. on S-1 for soil bearing capacity requirements. Soil must be capacted to RC = 98% min. around footing to extent 4' beyond footing diameter. 2200.0 Ibs / ft2 TO SCALE