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Home My WebLink AboutPLANSST LUCIE COUNry DATE. ELEC: DATE: ECH: Station LO X U) C-4 W sq. of taking area CIZ LL1 YN40RTH 41) FILE CA04P ------------------------------- ------------------ ----------- Midway Road (CR 712) Existing 2716 sq. of taking area 'oncrete Existing Light - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — = = z = -- -- Q S89'44'43"W 150.011, Existing Tree (Tye) ------- ------ X/1 oncrete Area - - - — - - - - Id a Existing Fffler Caps (Typ.) — - - - - - - - - - - 6 1 /0 - - - — - - - - .mW \ \ / - - - - - - - Gas < Pumps If I If= /00// 7�= '-- 18115 U.S. Hwy. 41 N, Suite 600 L Lutz, Florida 33549 1 Ph. 813.949.7449 Fax. 813.909.9840 Spiinkig www.sprinkleconsulting.com I CONSULTING planners + Engineers Parking Stripe (Typ.) V-1 SIDES —j Concrete Area CNR 8 -- — --------- --------- I — KDA R 0 J— .07- [ZNG' Existing Tree (Typ.) TEC H. —7roperty Boundary 04, Midway Road, St. Lucie County, FL Source: su�y prepared by Connerstone Land SumYng, Ina Taking SCANNED BY St. Lucie County FIGURE: 9 (5io St LUCIE COUNTY DATE: ELEC: DATE: PLUMS: zo '50 0 < s n rl g Station IT A.. U) cli 17 sq. of taking area C-2 C3 LLI CMLLJ 18115 U.S. Hwy. 41 N, Suite 600 Lutz, Florida 33549 Ph. 813.949.7449 Fax. 813.909.9840 www.sprinkleconsulting.com Sprinkle CONSULTING Planners + Engineers UP ,,e,,o-s_FA_LE_C'0'14 ------ -------- o__ sq. of taking area -Existing Light n, r ------------ o cre e rea — — — — — — 7n 7._ i �x 0 Existing Filler Caps (Typ.) //b - - — — — — — — — L Gas Pumps LJ Parking Stripe (Typ.) Concrete Area r— — — — — — — — — — — — 0.01 Existing Tree (Typ.) Property Boundary St. Lucie County, FL Souroe: sutwy pmpared by Cmerstme Land Su�yng, Ina Taking �_ 1 4 XV -"IDES am sit); SCANNED BY St. Lucie County PROJECT: 7358-14 FIGURE: 9 f� RECE D JUN 2 4,205 607 (S. Alcxmder &, 6uiLc 103, mant cit)� n 33-563 813.704.4842 ofc / 813.704.4843 fox Paul D. TjdTelL Rr, r)-.g rPAPR COA# 28055 JOB: SP 41-.20.57 SHEETNO. OF (e CALC.BY DATE CHECKED BY DATE MEMORANDUM: /lot WIND 160 NTH (ULTIIV� I E) 124 MPH (NOM.) EXPOSURE = C WALL BUILDING RISK CAT. = III ENCLOSED )WLIES W/ "20 10 FBC (SECTION 1609) - ASCE 7- 10 FOR THE ULTIMATE VELOCITY 6&C 70.0 PSF (ULTIMATE) INDICATED ABOVE" HEIGHT<= 30 12 IN SIGN DIMENSIONS 3:67 x 3.67 FT SIGN AREA(SF)* P (K/SF) � P (K) MAX 13-47 0.070 0.63 T = P/BOLTS = 0.158 K/BOLT At = T/20 = 0.008 SQIN Ar, 3.67 FT 30 IN AVITY: est. 20 #/SQFT MINIMUM P=A*Wa= 0.180 KIPS I& A, T = 0.036 K/BOLT At = T/20 = 0.002 SQIN V = 0.045 K/BOLT I x Av=V/10= 0.005 SQIN )LT OPTIONS To SUIT WALLS.. 318 0 ALL THREAD THRUBOLIS 318 0 RATED TOGGLE BOLTS 318 0 SIMPSON TITEN HD OR EQUAL 318 0 LA G B OL IS W1 SHIELDS 318 0 EXP,4NSlONANCWO)?S FOR ILLUSTRATION OF SIGN 1 3.67 FT 3.67 FT At=0.078in A 2 Av --`0310 inA2 uuw,3 AT 2 BOLISEACH@ TOTAL OF 4 BOLTSPERSIGNMIN x ,,�%jjlllljjj I \0 D M --*,ol 5 1.. ri Luz pit PL: ,o . ... ...... . 4's ififil I I I 3.5 FOOT 0. C MAX CONTRACTOR To FIELD VERIF"LL MSTING COMPONENTYAND REPORTANYDISCREPANCIEs TO ENGINEER PRIOR TO BEGINNING ANY WORK CALCULAnON AND ENGINEER'S SEAL IS FOR WALL AWACHMENT ONLY U.N.O. JOB: Bp Ell L- INK III Nil Nil 607 (S. Alexandcr 8L, 8uitc 105, Plant City, FL 55565 815.704.484S oFc / 815.704.4843 fax Paul D. Kidveff, P1 PcR# 52685, CCA# 28055 SHEET NO. OF & CALC. BY DATE (o It CHECKED BY DATE MEMORANDUM: .1 elf WIND 16U MPH (ULTIMATE) 124 MPH (NOM.) EXPOSURE = C I WALL SIGN BUILDING RISK CAT. = III ENCLOSED )MPLIES W/ "20 10 FBC (SECTION 1609) - ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE" C&C= 70.0 PSF (ULTIMATE) HFIGHT-c-- 30 12 IN SIGN DIMENSIONS 167 x 3.67 FT MAX SIGN AREA(SF)*P(K/SF)� P(K) MAX 13.47 0.070 0.63 T P/BOLTS = 0.158 K/BOLT 3.67 FT 30 IN At = T/20 = 0.008 SQIN MINIMUM LAVITY: est. 20 #/SQFT P=A*Wa= 0.180 KIPS T= 0.036 K/BOLT x At = T/20 0.002 SQIN SEE ATTACHED FOR IIC�YON OF SIGN [EAR: 167 FT V= 0.045 K/BOLT x Lq Av=V/10= 0.005 SQIN OLT OPTIONS TO SUIT WALLS. . ..... 318 0 ALL THREAD THRUBOLIS ri Tr. 318 0 RATED TOGGLE BOLTS At =0.078 inA2 : LU f w 318 0 SIMPSON TITEN HD OR EQUAL - Av 4.110inA2 318 0 LAGBOLIS WISHIELDS 318 0 EXPANSIONANCHORS 2 ROWSAT' 2 BOLTSEACH@ 3.5 FOOT 0. C MAX TOTAL OF 4 B OL IS PER SIGN MIN. CONTRACTOR TO FIELD VERIFYALL EXISTING COMPOAFENTSANDREPORTANYDISCREPANCIES TO ENGINEER PRIOR TO BEGINIVING ANY WORK CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N.O. 6o7 (3. Alc!:)wdcr (SL, (Suitc- 103, Plant Cjt)� FL 35565 813.704.4842 ofc / 813.704.4843 fbx Pai� D. Kidwel D.F DqA# 52683, COA# 28035 �Wol C&C = SIGN MAX JOB: BP 0,;Q ax SHEET NO. OF 4p CALC. BY DATE /4 CHECKED BY DATE BUILDING RISK CAT. = III ENCLOSED 'W/ "2010 FBC (SECTION 1609) - ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE" 70.0 PSF (ULTIMATE) HFIGHT<-- 30 12 SIGN DIMENSIONS 3:67 x 3.67 FT -41 AREA(SF)* P (K/SF) = p (K) 1AAX 13.47 0.070 0.63 T = P/BOLTS = 0.158 K/BOLT At = T/20 0.008 SQfN GRAVITY: est. 20 #/SQFT P=A*Wa= 0.180 KIPS T= 0.036 K/BOLT At = T/20 = 0.002 SQIN V=. 0.045 K/BOLT 3.67 FT I I. 30 IN MINIMUM I x 1 SEE ATTACHED FOR ILLUSTRATION OF SIGN 1 3.67 FT Av=WIO= 0.005 SQIN 3.67 FT . ji )LT OPTIONS TO SUIT WALLS. YJ D!41�; .......... 318 0 ALL THREAD THRUBOLIS 318 0 RATED TOGGLE BOLTS At =0.078 in'2 318 0 SIMPSON TITEN RD OR EQUAL Av 0.110 in'2 318 0 LAG BOLTS WISHIELDS 318 0 EXPANSIONANCHORS si 2 ROWSAT 2 BOLISEACH@ 3.5 FO 0 T 0. C. MAX TOTAL OF 4 BOLISPERSIGNMIN. CONTRACTOR TO MELD VERIFYALL EXISTING COMPONENTSAND REPORTANYDISCREPANCIES TO ENGLIVEER PRIOR TO BEGINNING ANY WORK CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY UN.O. LU LLI I ��11151 moll's 1V01teX& W-Le-ed 607 8. Almndcr 8L, Mtc 105. PlanL Cly, FL 815.704.4842 oib / 815.704.4845 tbx Paul 11kelli-I&A-ifirX JOB: 0-.20,T SHEET NO. OF CALC.BY DATE CHECKED BY DATE MEMORANDUM: L2 VerRVaI1I dimensions and report any discrepancies to engineer prior to starting any wall L2 Field verity the adequacy of the structure and/or substrate to support the sigAage, L3 Choose a commetor fr.. the E,,.d .1temethe, that may be logistically installed per numufacturer's specifications, even the prevalent geld conditions. 1.4 Mixing and matching the listed connectors is acceptable ba achieve the desired proper attachment per manufacturer's SP26111catiOnS (Le.- as substrate didates, apart of the sign maybe attached with alt-thread rods, whereas another portion may requiteriten HD's) 2.0 Anchors: Ll All anchars shall be Installed per manufacturers specificatilonss. 1.2 All anchors are required to have Florida Product Approval or a Miarril-Dade NOA. L3 All weather exposed anchors shag be hot -dip galvanized or stainless steel. 2A All connenors In cartect with pressure treated or fire reestant lumber shag be h.t-dip galvznired orst"Inless steel. 3.0 Epoxy-. 3.1 Ail epoxVshall beinstalled per manufactureesspecifications. 3.2 All surfaces and penetrations, shall be prepared In accordance with mamufacituer's surface preparation guidelines. 4.0 Silicone Adhesive: 4.2 All sifters adhesive shall be installed per manufacarrer's specifications. 4.2 All surfaces and penetarations shall be prepared In accordance with manufacturees surface preparation guidelines. 5.0 Steel: 5.1 All sn.] shag conform to ASTIA A992 (wide flange). ASIM ASOO (all tube andpipe), or ASTIA A36 (Ali othershapes, bars d I bes) untess otherwise noted. 5.2 All Mal shall be Fy-36 list (46 ksIfortibe shapes), unless noted otherwise. S.3 AU exposed meta[ shall be properly primed and painted. galvammd, orstainless steel. SA All field welds shall be WntinUOW filletWeldle With 2 threat thickness equal to the thickness olithe member being weld n.), use 7OXX electrode matedal, or equal. 5.5 All shop welds shag be conlinuous full penetration welds. 5.6 All splices shall be sleeve spliced with a 2.0' minimum lap, using a 318- minimum bun and cap plate� mug fit� with a le fillet weld along the full edge of the cap plate, U.N.C. 5.7 Other splices shall be defined and noted in the calculations. 5.8 AriweldsistballmeetAWSsienduds: 6.0 Aluminum: 6.1 All aluminum shall be allay 6063-T6 or equal in material and strength properties. 62 Ali welds shall be full penetration continuous wattle. 7.0 Wood; 7.1 All wood component; shall be hiSouthem Yellow Pme. pressure tremed or equal. 7� Ali sheathina shall be exix�rior grade, pr�re treated, and rated. 7.3 Ail nalls shall be ring shank, as specified, and hot -dip galvanized. 8.0 Masonry. 8.2 Generalspecifications for rrmaonrystruoair�. 8.= Masonry consumcdon and materials shall conform W all requirements of, "Specification For ro (AC3 530.2/ASCE 6jrMS 602),' except as modified by these contract documents. 8.1.1 Testing of field materials ii 6ot required by engineer for this project. 8.12 Comp�sive=�gthmquiment!SP,-ISGDpsL 8.13 Determination of compressive strength is allonvrble stress method. 8.1.4 Unitstrength method Is not alapfcable. ILLS Quality asiurance is not applicable. 8.2 Products:. I 8.2.1 Mortar Materials shall be type M orlimortar. 11,21 Masonry unit materials shag be 1900 psi min., CMIJ. R.2-3 Reinforcerxtnt� pre -stressed tendons, and metal accessories shall be 60 ksi rebar (min.). IL2A WWF to be installed as specified. 8.2.5 Stainless steel is not applicable. 8.2.6 Coaling forcomasion protection is not applicable. 8.2.7 Corrosion pnctedlon for tendons Is not applicable. 8.2.8 Fre-stressing anchorage, couplers, and end blocks are not applicable. 8.7.9 Joint filters am not applicable. 8.2.20 Lintels to be by Can Crete or equal. Power's Power -Sax fintel Is not acceptable. 8.3 Execution: 8.3.1 Pipes and condultare not applicable. 8.3.2 Accessories are not applicable. 8.33 Fictiansion and centralloints shag be as Indicated in plan set 9.0 Cncnne: 9.2 Operation, Installation, and procedure to comply with ACI standards. 9.2 Concrete & minfinum compressive strength of BOOO psi at 29 days (U.N.0.1 93 Reinforcement relcus ASIM A525 Grade 60 (U.N.O.) 9.4 Welded wire f.br' ic (WWF ASTM A185) 9.S #S rebar lap to be 3V minimum 10.0 Soil: ,itil%%111111111" YU D!!�§ LU LU N V 101 Minimurn allowablesolbeading 2GDO -'U N 0 11 10.2 The foundation system for the anachedprcleaisclesigned for a minimum alLowablasoll bearing pressure of 2000psf. 10-3 It is the contractar's resporuffiffiryto verify soil capacity and compactlom 11.0 Apblicable Codes: 12.1 2010 Florida Building Code, Building n2 ASCE7currentyersion M ACI 318 currextversion 11.1 AD S30 curremversion '411WA '215[riyl I ; s 1-4 P� IS ELECT A I WHIT[ FACE 44" BP internally illumated Hellios * .26%T j I , . , . 1 1, 1- 1 60 -j#,.2oD6' 4 pr ce BGB BEACON INTEGRADED CANOPY APPROVAL DRAWING - FT. PIERCE, FL A�S�CSEMK AOUNDMMD� w M��Mm �SU�OSESFKPEWIUG� WIB�COMER E�— Q COLUMN MBMZDHMMMM U= CW1,,�wDwpmw -. O� — 4MMn, I- Building =r ,Prb=l ..t. on 8275M mnw an th��um. F" a sign 2475 MIDWAY RD, FT PIERCE, FL 34981 arance sign, te location ,nstalWd pyheli�) ...... 11JOINNOW L blhsti� scorlebOwe sloAd gv�r ly 10 2475 MIDWAY RD, FT PIERCE, Fl. 34981 -M! Ot IM "I i Place valance and skirtgraphics so that they form a circle ;'I K, ------------ ---------- - 2475 MIDWAY RD, FT PIERCE, FL 34981