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Home My WebLink AboutREVISIONSOFFICE USE ONLY: DATE FILED: %S REVISION FEE: 1. F1 3. 9 5. LOCATION/SITE ADDRESS: PERMIT # ,' (/) ' 0 / w / RECEIPT # St. Lucie r DETAILED DESCRIPTION OF PROJECT r CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: G CITY: PH�FONEE (DAY ]ME):q V Wlvi i1UH DER INFORMATION: NAME: ADDRESS: CITY: PHONE: NAME: ADDRESS: CITY: PHONE(DAY Revised 07=014 ST. LUCIE COUNTY CERT. #: S FAX: FAX: ZH': ZH': FAX: -Job name Caste - - Job# 01'15GMrev01. Installation company: GloMastar Signs' InBtallation location: 3525 W Midway Rd:, Ft. Plan , FI'. Section 3107 and 1609 of Florida Building Code 2010 applies: Chapter 29 of ASCE 7-10 (Wind Loads on Other Structures and Building Appurtances) applies: Type of structure: pylon sign Risk Category: I Ultimate design wind speed, figure C, FBC 2010, section 1609: 150 mph Wind stagnation pressure (qz) Table 1609.6.2 (1) FBC 2010 57.6 psf Design wind pressure conversion factor 0.77 Gust effect factor (G) ASCE 7-10 26.9.1 0.85 Widest part of sign face (B) 8.00 Height of sign face (a) 3.00 Overall height of sign (H) 8.00 Aspect ratio (B/s) 2.67 Clearance ratio (s/H) 0.38 Force Coefficient Cf from Figure 29.4-1, ASCE 7-10 1.4 Wind pressure (p) multiplied by design wind pressure conversion factor and Cf 52.8 psf 2. Calculate wind load and turning moments at base by the provisions of the alternate all -heights method in Section 1609.6. Wind shall be assumed to come from any horizontal direction and wind pressures shall be assumed to act normal to the surface considered. Hor Dim Vert Dim Fill Factor Af �p F H M (base) (ft) (ft) (so (Ibs) (ft) (ft-Ibs) 8.0 3.0 1.0 24.0 52.8 1267 6.5 8234 5.0 4.0 1.0 20.0 52.8 1056 2.0 2111 0.0 52.8 0 0 0.0 52.8 0 0 Total 44.0 2322 4.5 10345 3. Determine depth of embedment, D in feet From Table 1806.2, class 4, sandy soil, lateral bearing pressure below grade= 150 Per 1806.3.4 Increase for poles, tabular value time 2 = 300 Assume depth of hole (D) = 5 ft (S1) = 1500 psf - number of posts= 1 Load per post (P)= 2322 - from p. 5-81, Structural Engineering Handbook: D=((1.18'P)/(b'S1))'(1+(SORT(1+(1.88'b'S1'H/P)))) SCANNED BY St. Lucie Count� psf/ft psflft assume b (ft)= _ 2.5 D = 3.5 REV Alternatively, Section 1807.3.2.1, Equation 18-1 A=2.2.34P/S1'b= 1.45 ISK"N D=0.5A((1+(1+(4.36h/A))A0.5)= 3.5 feet Existing 30" x 4' 7" footer is acceptable. 4. Determine required section modulus (inA3) at base max stress = (P'(H)'12)/section modulus max stress < allowable stress for outdoor signs, allowable stress < (0.66)(yield strength) , - steel grade A53grB yield strength 35000 psi required section > (P'(H)'12)/((0.66'ys)) At base, minimum section modulus = 5.37 inA3 Use 5" SCH40 steel pipe, section modulus = 5.45 inA3 References: Structural Engineering Handbook, Gaylord&Gaylord editors, Fourth edition, McGraw Hill, NY 1997 ASCE 7 Florida Building Code 2007 with 2009 supplements Mechanics of Materials, Beer and Johnston, McGraw Hill, NY 19 ®'�gggl9ggOapB ICBO SBCCIECompl anceeReportt No. 9368 ee,®®\A ........ ®®0 Standard Handbook for Mechanical Engineers, T. BaumeiliePrid %G i=PJS+•.A/ so® L.S. Marks, editors, Seventh edition, McGraw Hill, NY'�967 : Fes`;n NO John J Orlando PE 0044089 p L' 165 Old Ridge Road `;�, •..,p '' `l Macon GA 31211 eG� (478) 784-2226 L/�(� •.. aR a �N`eao, sheet 4 of 4 I Project Name: Project Address: Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Castle pylon sign 3525 W Midway Rd., Ft. Pierce, FI Permit#: Occupancy Type: Construction • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) SCANNEb o Residential Addition BY o Any accessory structure requiring a building permit St. Lucie COUnf� o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida X Code 2010 Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): _Enclosed _Partially Enclosed X Open 3. Risk Category: X 1 _II _III —IV Exposure Category: _B X C D 4. Design Wind Velocity 150 mph X ASD _LRFD End Zone Width: N/A ft S. Mean Roof Height <20 ft Roof Pitch: N/A :12 Parapet: N/A it 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: -71 Zone 2: -71 Zone 3: -71 Zone 4: -71 Zone 5: -71 Garage: -71 7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF 8. Were Shear Walls Considered For Structure? _Yes X Not Applicable Explain Why Not: 9. is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not 10. Design Soil Bearing Pressure: N/A PSF Soil Test Reports Submitted? N/A Yes I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specifie ,q®e®A e e aee pse `% ,� % 3- 0&4 4- e® John J. Orlando 0044089 e�_n �_.GEN�••n * Print Name Cent # & Co. Cert Auth. John J. Orlando PE LLC Company Name & Address Btaesotes�e - 352S W Midway Rd., Ft. Pierce, FI Castle 8'0" OAH sign by GloMaster Signs John J.Orlando PE LLC 165 Old Ridge Road Macon, GA 31211 478 731 S394 Florida registration # 0044089 sheet 1 of 4 job 0115GMrev01 D/F MONUMENT SIGN SCALE.- 1,0 g1 — — -- — ------ ---- -- ST. WCIECOUNN F BLTE-d- - xt DATE ELEC: DATE PWMH- DATE: MECH•. DATE: SCANNED BY St. Lucie Coup, 112110 .i )NE (1) DOUBLE FACE )MINUM OVER ALUM, JALLY ILLUMINATED W/ =LUORESCENT ( FINISH ACRYLIC ALUMINUM, W, COPY ! TRANSLUCENT 4UM _CONSTRUCTION, SIMULATED STUCCO. THIS SIGN CONFORMSTOTHE REQUIREMENTS OF FLORIDA BUILDING CODE 2010 ULTIMATE DESIGN WIND SPEED V(ULT) = ISO MPH RISK CATEGORY a®®q8®9B8EgggB®O EXPOSURE B O �O E NSF oc 069 ^ �0 •� Z 2, DR% '3525 W Midway Rd., Ft. Pierce, FI F36T12 H.O./C.W. FLUORESCENT LAMPS 12" O.C. �- MIN..040 ALUM. WIREWAYS TO HOUSE ALL LEADS & LAMP SOCKETS ALL ELECTRICAL COMPONENTS TO BE U.L. LISTED & APPROVED. ALL FABRICATION & USE OF SAID COMPONENTS TO MEET OR EXCEED ANY LOCAL OR N.E.C. REQUIREMENTS. Castle 8'0" OAH sign by GloMaster Sians John J.Orlando PE LLC 165 Old Ridge Road Macon, GA 31211 478 731 5394 Florida registration # 0044089 sheet 2 of 4 job 0115GMrev01 FL. BALLAST AS REQ'D WEATHERPROOF ELECTRICAL DISCONNECT SWITCH AS REQ'D @ SIDEOF CABINET 'ELECTRICAL PRIMARY TO SIGN LOCATION, BY OTHERS. THIS SIGN CONFORMS TO THE REQUIREMENTS OF FLORIDA BUILDING CODE 2010 ULTIMATE DESIGN WIND SPEED V(ULT) = 1 JfiVPH RISK CATEGORY =1 °°a0e°e' J. �`01'r4p ® EXPOSURE B `° \NN°.. E . y�o B NSk<1- m '3525 W Midway Rd., Ft. Pierce, F1 FULL PENT. & CONTINUOUS WELD SUPPORT TO ANGLE SADDLES TYP 8.0' 8.01 SQ. EXISTING 5"SCH 40 ASTM A53GRB STEEL PIPE SECTION MODULUS = 5.45 INA3 MINIMUM REQUIRED = 5.37 INA3 REVISION p Oj 4' 71' p p. gr -&- ZP ..0 611-1 EXISTING 2'6" DIAMETER X 4'71' DEEP 3000 PSI CONCRETE EMBEDMENT RELOCATED TO NEW LOCATION EARTH TO BE TAMPED DOWN AROUND RELOCATED EMBEDMENT Castle 8'0" OAH sign by GloMaster Signs John J. Orlando PE LLC 165 Old Ridge Road Macon, GA 31211 478 731 5394 Florida recilstration # 0044089 sheet 3 of 4 job0115GMrev01 THIS SIGN CONFORMS TO THE REQUIREMENTS OF FLORIDA BUILDING CODE 2010 ULTIMATE DESIGN WIND SPEED V(ULT) = 150 MPH RISK CATEGORY = I EXPOSURE N 0 SIATIE OF 4,'j 0 R