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ELC-15-1954 -permit No. ELC44 4'_4 954, tisK°` i� Miami Shores Village ftrmJt Type Eiec ica[-C�##tl�i#3rC l 10050 N.E.2nd Avenue NE WrrkCla�t�r�r'A�dffio llAfrat a l Miami Shores,FL 33138-0000 _ Phone: (305)795-2204 <. e Ft RNA' � Oa 8141 Expiration: 02/02/2016 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Lehman Hall 1121360010160-29 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 TIRONE ELECTRIC INC (954)989-7162 ... Total Sq Feet: 00 Type of Work:INSTALLATION OF NEW SECURITY LIGHTI Available Inspections: Additional Info: Inspection Type: Classification:Commercial Final Scanning:3 Meter Box Alteration Relocation Fire Alarm Service Change Review Electrical Review Electrical Underground W.W. Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# ELC-8-15-56578 DBPR Fee $6.75 08/03/2015 Credit Card $50.00 $440.50 DCA Fee $6.75 Education Surcharge $3.00 08/06/2015 Credit Card $440.50 $0.00 Permit Fee $450.00 Scanning Fee $3.00 Technology Fee $12.00 Total: $490.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that al!j4 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. u rmo orize the above-named contractor to do the work stated. August 06, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 06,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240578 Permit Number: ELC-8-15-1954 Scheduled Inspection Date: November 03, 2015 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Addition/Alteration Job Address: 11300 NE 2 Avenue Lehman Hall Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-29 Project: BARRY UNIVERSITY Contractor: TIRONE ELECTRIC INC Phone: (954)989-7162 Building Department Comments INSTALLATION OF NEW SECURITY LIGHTING Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 02,2015 For Inspections please call: (305)762-4949 Page 10 of 50 Miami Shores Village Building Department AUG ® 3 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20)LI 5793 BUILDING Master Permit No.w/- PERMIT APPLICATION Sub Permit No. ❑BUILDING 0 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2 AVE m LCw# MAN i- PAL City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:11-2136-000-0050 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):BARRY COLLEGE Phone#: Address: 11300 NE 2 AVE City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: TIRONE ELECTRIC Phone#: 954-989-7162 Address: 6151 PEMBROKE RD City: HOLLYWOOD State: FL Zip: 33023 Qualifier Name: CURTISS MORGAN Phone#: State Certification or Registration#: EC0003059 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$15,000.00 Square/Linear Footage of Work: Type of Work: 1 Addition ❑ Alteration ID New F-1 Repair/Replace El Demolition Description of Work: INSTALLATION OF NEW SECURITY LIGHTING Specify color of color thru tile: Submittal Fee$ Permit Fee$ G/�©'O� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ '4 '4 6 (Revised02/24/2014) t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature � OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this qc:.14-/ day of rJ� 20 A4 , by � day of 1,Cbi 20 15 ,by who is personally known to 51.t%t7SS �O{�C�Gt G'�who is,personallyknown to rr ejor who has produced as me or who has produced as identification and who did take an oat identification identification and who did take an oath. NOTARY PUBLIC: � ;1;1S���r�r6//a ` .• • /) , NOTARY PUBLIC: S' _*t •o i Sign: Print: ��4 o �:•*~ Print: Seal: y<y�eSSINPt�� �r aa�iNrPyB�; CYMiIAROSALES ....• \ Seal: '��///���� COMMISSION EXPIRES:ISepttember 7'2015 HIUIINz u 0 1�.,• Bonded Thru Notary Public Underwriters APPROVED BY 'r����f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) V j 5„ X 2 3/8"O& NC W t Tenon is grounded internal of U�E:J)13`_51711 E, )1—1101 6-8 � concrete via grounding clamp Prestressed Concrete Pole -Pole Weight=2,150 1" PVC CHASE (POWER) -EPA capacity= 6 sq ft •Wind speed= 175 mph Vult -Exposure"C" •Risk Category II •Gust Factor= 1.2 •Load factor= 1.3 •2014 FBC 1609, 1819 •ASCE 7-10 ° •Min. Brk. Strength= 1,800# 25' AUG 0 3'2015 •Concrete= 6,500lbs @ 28 days •Grd. Wire=#6 str. copper 13Y •Strand= 1/2"@ 70% Ultimate 4' •Tenon= 2 3/8" OD x 5" Hgt. -Color-- Natural Concrete SELECT STRUCTURAL, LLC SHAWN R. ANDERSON, PE., S.E. 1j,11 a e11111oo�N g AND oie .... • ..... � � • • 0000 •• ••• .•'�G ENS'• S �i '..' : .. .• (j`•�• �•••�Ol�'i 0000•• 0000•• •• ••• No 53515 .!� E—�. • �; .. C to ote Grade..... .. ..' OF �� S, gie o°`t�P° • ,jO%,• �` �: ��� t � fP �' 00000 • . • •• ® `l` • : O•• � 18" r • :000:0 •• ••• s oa ��,�� r . 1" PVC Inlet �_••••; 1Q6"... :. ..� 07/23/2015 •• • 9'0" PROJET: Berry University 7'6" 11300 NE 2"d Ave Miami Shores, FL 33161 This pole as an assembly embedded 9' into soils with an Allowable passive pressure of 300pcf(sand) is structurally 'a adequate to resist the local wind speeds of Miami/Dade Co 10 4 With the 1.48saft eoa attached. Select Structural Project Title: 12590 Whitehall Drive Engineer: Project ID: Fort Myers,FL 33907 Project Descr: FSELETSTUUCTVRAL Printed:23 JUL 2015,10:06PM Pole FootingEmbedded in Soil FIe=C:IPROGRA-21ENERCA-1 ENERCALC,INC.19832015,Build:6.15.7.8,Ver.6.15.7.8 KW-06009028 Licensee Select Structural Description: Berry University Code References Calculations per Load Combinations Used :ASCE 7-10 General Information Pole Footing Shape Rectangular Footing Width............... 9.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 300.0 pcf - Max Passive................... 1,500.0 psf Controlling Values N N Governing Load Combination: +D+0.60W+H b Lateral Load 1.166 k - Moment 15.458 k-ft NO Ground Surface Restraint Pressures at 113 Depth Actual 836.80 psf DIM.- sw Surtaoe No lateral restraint Allowable 839.18 psf - - Minimum Required Depth 8.50 ft a Footing Base Area 0.5625 ft^2 Maximum Soil Pressure 0.0 ksf Footing Oidth=9• Applied Loads Lateral Concentrated Load Lateral Distributed Load Vertical Load D:Dead Load 0.0 k 0.0 k1ft 0.0 k Lr:Roof Live 0.0 k 0.0 ktft 0.0 k L:Live 0.0 k 0.0 klft 0.0 k S:Snow 0.0 k 0.0 kfft 0.0 k W:Wind 0.1180 k 0.0730 kfft ••4.46 k • E:Earthquake 0.0 k 0.0 kfft • • ••CD�c 000*** H:Lateral Earth 0.0 k 0.0 ktft •••• i ••0 j9 k •• Load distance above TOP of Load above ground surface 000000 •..••' ••••;• ground surface 25.0 ft 25.0 ft 0 0 0• BOTTOM of Load above ground surface •••• •••• •••• 0.0 ft • • • • Load Combination Results •..•.. ••••• Forces @ Ground Surface Required PaOLwwl 1/3 Dep% •„ Soil InGrgVg • Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual• •• Allow-(psf) Factor •• +D+H 0.000 0.000 0.13 • 0.0 • ;••Q Q• 1!000••• +D+L+H 0.000 0.000 0.13 0.0••• • 0.0 +D+Lr+H 0.000 0.000 0.13 0.0 ••0.0; 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W+H 1.166 15.458 8.50 836.8 839.2 1.000 +D+0.70E+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750Lr+0.750L+0.450W+H 0.874 11.593 7.63 751.2 752.3 1.000 Berry University Pole Design Select Structural LLC I POLE DIMENSIONS WIND LOADING REINFORCING Total Length 34.0 ft Wind Speed(V) 175 Number Strands 4 Embedment 9.0 ft Exposure Category C Strand Diameter 0.50 in Projection 25.0 ft Exposure Factor(KZ) 0.82 Strand Area 0.153 in` Tip Dimension 5 in Exposure Factor(Kz)EPA 0.95 Strand Strength 270 ksi Taper Factor 0.162 in/ft Directionality(Kd) 0.9 Strand Centroid 2.00 in Dimension at Ground 9.05 in Gust Factor(G) 1.2 Initial Tension 70% Butt Dimension 10.51 in Shape Factor(Cf) 2 7 0.28 MANDREL CONCRETE Number Dormant 0 Mandrel Dia Tip 1.75 in Concrete f 6000 psi Reinf Area 0.153 int Start from Tip 0.25 ft Load Factor 1.0 Reinf Strength 270 ksi Mandrel Taper 0.127 in/ft Strength Red 0 0.9 Reinf Centroid 2.96 in Mandrel Dia Butt 6.04 in (31 0.65 ATTACHED EPA Fixture EPA 1.48 sq.ft. Mounting Height 25.0 ft Applied Force 0 k ult Pole Weight 1613 Ib Wind Pressure %Z 0.00256 x KZ x Kd x V` 57.64 psf ult gzEPA= 66.70 psf ult p= qZ x G x Cf 138.3 psf ult pEPA=qZ x G 80.0 psf ult Moment on Pole A= 15 ft2 Ad= (tipxproj`)/2+((grd-tip)/2xproj`)/3 165 fe Ppoie 1215 Ib nom Mpoe p x Ad 13.7 ft-k nom 22.9 ft-k ult w= 44 plf nom MEPe pEPA x EPA x mounting height 1.8 ft-k nom 3.0 ft-k ult P8pa= 71 Ib nom Mtotai= Mpoie+MEPA 15.5 ft-k nom 25.8 ft-k ult P= 1286 Moment Capacity of Pole No.Stressed Strands= 4 No.Dormant= 0 Ap. 0.306 in` A.= 0 in` A'S 0 in` dP 7.05 in d= 6.09 in pp= 0.004796 p= 0 p'= 0 a.wP 0.195757 w= 0 w'= 0 fps= 245 ksi fps devel= 316 ksi Design fps= 245 ksi a= 1.62 in CDMn= 35 ft-k >Mu OK • •••• •••• ••••• • •• •• •• •• •••••• • • • • • • • • 7/23/2015 • Select Structural Project Title: 12590 Whitehall Drive Engineer: Project ID: Fort Myers,FL 33907 Project Descr: SELECT STIlUGMAL Pnnled:23 JUL 2015,10:06PM Pole Footin Embedded In Soil Re=C:1PROGRA-21ENERCA-1 g ENERCALC,INC.1983-2015,Build:6.15.7.8,Ver.6.15.7.8 KW-06009028 Licensee: Select Structural Description: Berry University +D+0.750L+0.750S+0.450W+H 0.874 11.593 7.63 751.2 752.3 1.000 +D+0,750L+0.7508+0.5250E+H 0.000 0.000 0.13 0.0 0.0 1.000 +0.60D+0.60W+0.60H 1.166 15.458 8.50 836.8 839.2 1.000 +0.60D+0.70E+0.60H 0.000 0.000 0.13 0.0 0.0 1.000 sees • • 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • •0000• 0000 0000 . • 0000 0000 00•90 •• •• of •• 0000•• • • • • • 09 sees • • • 0000•• • • •