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CC-17-2045 o NC C4 ! 045 � Miami Shores Village PerTC#1t7ype CommerCI 1 construction 10050 N.E.2nd Avenue NE Y Miami Shores,FL 33138-0000 tj PeTmP 5tttts;APPROVE© Phone: (305)795 2204 �YORlD� 1 #oats:8122/9017 Expiration: 02118/2018 Project Address Parcel Number Applicant 11300 NE 2 Avenue 1121360000050 Main Campus Miami Shores, FL 33161-6628 Block: Lot: BARRY UNIVERSITY INC j 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: $ 1,500.00 DADE CONSTRUCTION CORP (786)564-7623 _. Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Date Approved::In Review Inspection Type: Window Door Attachment Date Denied: Tie Beam Type of Construction:FURNISH AND INSTALL CONCRET Occupancy Load: Slab Stories: Exterior: Termite Letter Front Setback: Rear Setback: Framing Left Setback: Right Setback: Store Front Attachment Plans Submitted:Yes Certification Status: Insulation Certification Date: Additional Info:FURNISH AND INSTALL CONCRETE Drywall Screw Bond Return: Classification:Commercial Final PE Certification Window and Door Buck Scannin :3 Gelling Grid Fees Due Amount Pay Date pay Type Amt Paid Amt Due Fill Cells Columns CCF $1.20 Review Structural DBPR Fee $2.25 Invoice# CC-8-17-64855 Review Electrical DCA Fee $2.25 08/11/2017 Credit Card $50.00 $196.70 Review Planning Education Surcharge $0.40 08/22/2017 Credit Card $ 196.70 $0.00 Review Building Permit Fee $150.00 Review Plumbing Plan Review Fee(Engineer) $80.00 Review Mechanical Scanning Fee $9.00 Technology Fee $1.60 Total: $246.70 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 all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. August 22, 2017 Author ' ature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 22,2017 1 Miami Shores Village RECE6VE0 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 �✓" Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FB� 20 N BUILDING Master Permit No.eL I PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING F-] MECHANICAL PUBLIC WORKS CHANGE OF F-1 CANCELLATION FISHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue — C, MN S !ff,- 0WL City: Miami Shores County: Miami Dade Zip: 33161 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 University Phone#: Address. 11300 NE 2nd Avenue City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Dade Construction Corp. Phone#: 786-564-7623 Address. 13372 SW 128th ST City: Miami State: FL Zip: 33186 Qualifier Name: Jonathan Cuesta ® Phone#: State Certification or Registration#: 7 1 J ' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 4,S4090 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New A ❑ Repair/Replace ❑ Demolition J^Description of Work: r�1/,�'� Ant) I^ 1+4 I tl e,,y 1" XIAS r.0 P LAW Specify color of color thru tile: Submittal Fee$ Permit Fee$ 0 ° CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ • 0�) Bond$ P TOTAL FEE NOW DUE$ ! . 0 (Revised02/24/2014) Bonding Company's Name(if applicable)_ NIA 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 t absen f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNERorAG T CONTRACTOR The foregoing instrument was ackn ledged before me this The for going in rument was acknowledged before me this dayof r,�u �� ,20 , by d of IJ�G'Sr 20 12 , by J^d�N MU9AA_y —.-who is personally known to 5_0 re. C� la.0 Z4 who is personally known to �r who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: rn \ Sign: Print: v V Print: 7. it atomez Se NoUry PuWla State of Rlorlds seal: � � Commission#GG057110 Jeffry J Yeo Expires:January 12,2021 FX MS 11laalon RR 1084e1 � ° Bonded thru Aaron Notary Expires17H2/2018 '''0/"I� "`�`� APPROVED BY N Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Z X 5 0000 • 9 • • 0000 9000• •• • 00 9 • • 9 • • •999•• •• • 9999 0000 0 • • • 6 •9999• • • • • •99.9• 0000 • 0000• • •••999 • • 00000 • • 0000•• •9 9• 9 0000• • 0000••9 • • • • • • 0 • 9 .0000• •0000• • • • • • • • •9.99 00 • •0• 9 • 7 •• 178k/ft 1 4 \\ � GENSF, No 73445 TATE OF %Q 3 %NAL Loads:BLC 2,WIND G l Elrod Engineering LLC SK- 1 TBG Barry University Feb 10, 2017 at 2:55 PM 10022229 RISA 3D Analysis.r3d Company Elrod Engineering LLC Feb 10,2017 Designer TBG 3:27 PM Job Number 100z2229 Checked By.WML Model Name Barry University Material Takeoff Material Size Pieces Length[ft] Weiahf K 1 Aluminum 2 6061-T6 Alum Plate 1x30 5 8.9 .3 3 6061-T6 Alum Plate 1x42 1 2.3 .1 4 606146 Alum_P'late2x.5 1 .2 0 5 6061-T6 Alum Plate 2x2 2 7.5 .•••0. 6 Total Aluminum 9_ 18.9• _ ••• • ...... .. . ...... Aluminum Properties •••••• • Label E st G Fksij Nu Therm ...Dens' ...Table B.4 kt Ftu[ksil FtYfksR•Ttyfksil Psu ksi Ct•••••• 1 3003-H14 10100 13787.5 .33 1.3 .173 Table B..., 1 19 1600! •• 3 • 1 141•• •• 2 6061-T6 10100 '3787.5_ . .33 1.3_ 173 Table B-. 1 38 33" ••35 1 .24 141'•bee* 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 1 :*16 13 141 • 4 6063-T6 10100. 3787.5 .33 1.3 .173 Table B-.. _I 30 25 25 JA 141'• • 5 1 5052-1-134 110200 3787.5 .33 1 1.3 .173 Table B... 1 34 26; .'24 '20 14 ..; 6 1 6061-T6 W 110inn 3787.5 .33 1 1.3_ .173 ITable B-. 11 24 1 15 15 1 '"I'S 141' ' .. Member Primary Data Label [Joint J Joint K Joint Rotated Section/Shape Type Desi n List Material Desi n Rules 1 M1 N3 N4 90 Alum Plate 1x30 Beam None 6061-T6 T ical 2 M2 N4 NI 90 Alum Plate 1x30 Beam None 6061-T6 Typical 3 M3 N1 N2 Alum Plate 1x30 Beam None 6061-T6 Typical 4 M4 N2 N5 90 Alum Plate 1x30 Beam None 6061-T6 Typical 5 M5 N5 N6 Alum Plate 1x30 Beam None 6061-T6 T ical 6 _M6 N6 N7 45 Alum Plate 1x42 'Beam None 606146 Typical 7 M7 I N1 I N8 90 Alum Plate 2x2 I Beam I None 6061-T6 Typical 8 __M8 N1 _ N8 90 _ Alum Plate 2x2 I Beam None, 606146 Typical 9 M9 I N6 N8 90 Alum Plate 2x.5 I Beam I None 6061-T6 Typical Aluminum Design Parameters Label Shape Len-qthrftl Lbwfffl Lbzz[ftl Lcomp topr...Lcom bot...L-tor ... Kvv Kzz Cb Function 1 M1 Alum Plate... 1.25 LbYY Lateral 2 M2 _ Ium Plate... 1.25_ LbW Lateral 3 M3 Alum Plate... 5 LbYY Lateral 4 M4 lum Plate.. _.167 LbYY Lateral 5 M5 Alum Plate... 1.25 LbYY Lateral 6 M6 Alum Plate.. 2.333 Lb - Lateral 7 M7 Alum Plate... 3.75 Lbyy Lateral 8 M8 Alum Plate.., 3.75 Lbyy Lateral 9 M9 Alum Plate... .167 LbYy Lateral Joint Coordinates and Temperatures Label X Y Z[ftl Tem Detach From Diaphragm 1 N1 0 0 0 0 2 N2 - - _5; __ _ _0- - 0 3 N3 0 0 2.5 0 RISA-31D Version 15.0.0 [0:\Signcalc\dwgbQ229\RISA 3D Analysis.r3d] Page 2 , n C3 Company Elrod Engineering LLC Feb 10,2017 Designer TBG 3:27 PM Job Number 10022229 Checked By.WML Model Name Barry University Joint Coordinates and Temperatures (Confinued) Label X Y Z fftl Temp rFI Detach From Diaphragm 4_ N4 -1 - 0 0 1.25 0 5 N5 0 5 0.1667 0 6 _ N6 0 3.75 0.1667 0 7 N7 0 3.75 2.5 0 8 N8 0 3.75 _ 0 0' . . .... ...... Basic Load Cases 000000 BLC Descri ... Category X Gra... Y Gravitv Z Gra... Joint Point Distribut • ember Su►fa Plater.. 1 DEAD DL -1 1 2 WIND WL1 ... .. .. ...... . . ..... .. .. . ...... Load Combinations •••••• • Des cri tion Solve PD...SR..BLC Factor BLC Factor B...Fa...B...Fa...B...Fa..B...F ...B.. a..B... '.15!."...B...F ... 1 MOW+ 1.OD Yes Y 1 1 Z 1 • • •• ••• 2 1.2D+ 1.OW Yes Y 1 1.2 2 1' • 3 1.21DYes Y 1 1.2 Member Distributed Loads (BLC 2: WIND) Member Label Direction Start Ma nitude k/ftEnd Ma nitude k/ftStart Location ft% End Location ft 1 M3 Z .178 .178 0 0 Joint Deflections LC Joint Label X linI Y n Z rini X Rotation fradl Y Rotation rad Z Rotation r... 1 3 N1 0 0 0 0 0 0 2 3 N2 0' 0 .106 3.1'98e-03 0 0 3 3 N3 0 0 0 0 0 0 4 _ 3 N4 0 0 - 0 0 0 0 5 3 N5 0 -.006 .106 1 3.111 a-03 0 Q 6 3 1 N6 0- -.006_ .059 3.478-03 -- _ 0- - 0 7 3 N7 -.007 -.111 .059 3.804e-03 -3.341 a-04 0 8 1 3 N8 0__ __ O_ .059 2.62e-03 - 0 _ 0 Member AA ADM9-90:ASD-Building Aluminum Code Checks LC Member Shape UC Max Loc ftShear... Loc ftDir PnUO... Pnt/Om...Mn /0... Mnz/0... Vn /O... Vnz/O... Cb E n 1 3 M1 Alum Plate.. .001 0 .000 0 Z 411.0181584-615 16.825 260.181 381.818 381.818 1 H.1-1 2 3 M2 Alum Plate.. .001 1.25 .000 1.25 Z 411.018 584.815 1,6„$25 260.181 381.818 381.818 1' H.1-1 3 3 M3 Alum Plate.. .016 0 .000 3.75 z 35.661 584.615 16.775 79.308 381.818 381.818 1 H.1-1 4 3 M4- Alum Plat®:. .005 .167 .000 0 _ Z 582.053 584.615 71-6,8 5,7 ',416.386 381.818 381.818 1 H.1A 5 3 M5 Alum Plate.. .010 1.25 .000 0 Z 411.018 584.615 16.825 260.181 381.818 381.818 1 H.1-1 _6 3 M6 Alum Plate... .005 0 000 0 229:256 81$.462 23.557'1479.305 504.35 534.545 2.31_H.1_-1 7 3 M7 Alum Plate.. .013 0 .000 1 0 ly 33.812 77.949 4.011 14.012 50.909 50.90911.006 H.1-1 8 _ 3 M8 _AN=Plate:.1 .013 0 .000 1. . 0- 33.812 '77.949 4.011' 4.012' ''50:909 50. 9 1.006 W.1'-1 g 3 M9 Alum Plate.. .048 .167 .003 .167 Fz 18.524119-4871 .278 1.Q22 12.727 12.727 1 H.1-1 RISA-3D Version 15.0.0 [O:\Signcalc\dwg\x2229\RISA 3D Analysis.r3d] Page 3 Company Elrod Engineering LLC Feb 10,2017 Designer TBG 3:27 PM Job Number 100z2229 Checked By.WML Model Name Barry University Joint Reactions LC Joint Label X R1 Y fkI Z Fkj MX[k-ftl[k-ftMY rk-ft] MZ k-ft 1 3 N 1 0 .517 0 -.226 0 0 2 3 N3 U .054 0 .022 0 0 3 3 Totals: 0 .571 0 _4 3 _ COG(ft): X:01 Y:2.501 Z:.588 . . .... ...... • . 0 ...... .. . ...... 0000•• • ...... • • ...... .... . ..... ...... . . ..... .. .. . ...... . . . . ...... RISA-3D Version 15.0.0 [0:\Signcalc\dwg\x2229\RISA 3D Analysis.r3d] Page 4 Company : Elrod Engineering LLC Feb 10,2017 C5 Designer TBG 3:26 PM Job Number 100z2229 Checked By:WML Model Name Barry University Joint Deflections LC Joint Label X[InI Y rinI Z finl X Rotation rradl Y Rotation rradl Z Rotation r... 1 3 N1 0 1 0 0 0 0 0 2 3 _ N2 0 0 .1.06 3,198e-03_ 0 __ 0 3 3 N3 0 0 00 0 0 4 3 _ _N4 0_ 0 0 0 0 0 5 3 N5 0 -.006 .106 3.111 a-03 0 0 6 3' _NO 0 -.006059 - 3.47e-03 0 0- H7 3 N7 -.007 -.111 .059 3.804e-03 -3.341 e- "' 0 _8 _3 N8 0 0 _ .059 1 2.62e-03 00000!0 .. • .. . ...... .. . ....% .... . ..... ...... . . ..... .. .. . ...... . . . . ...... . see ...... RISA-3D Version 15.0.0 [0:\Signcalc\dwg\x2229\RISA 3D Analysis.r3d] Page 1 Analysis of Aluminum Base Plate w/Steel Anchor Bolts (Base Plate:Aluminum Desian Manual 20151 (Anchor Bolts:A/SCSteel Construction Manual-14th Edition-LRFD ASCE 7-10 (Enter"05"or"10") PLy,=1 (in.)Match Plate Thickness PLw=30 (in.)Match Plate Width(Perpendicular to Direction of Overturning) Plate Fey,,,it (ksi)Plate Tensile Yield Strength of Weld Effected Zones(6061-T6) I Fyw=15(<0.375")or =11(>0.375") Poled,.= 1 (in.)Outside Dimension of Pole or Column at Match Plate Bd,a=0.5 (in.)Bolt Diameter nb=4 (Qty)Total Number of Bolts in the Match Plate(Symmetrical) d=26 (in.)Distance Between Bolts(In Direction of Overturning) .... F„=58 (ksi)Bolt Material Ultimate Tensile Stress I Fu=58(F1554 Gr 36),=75(Gr55), 425(G ra10 5),or�6p(�3p�) •••••• Threads Excluded? N (Yes or No)Are Threads Excluded From the Shear Plane? •• • •• • •• M=2.40 (kip-ft)Bending Moment at Match Plate(Unfactored Load Effects) V=0.89 (kip)Shear Force at Match Plate(Unfactored Load Effects) •••:•• • • • M„= 2.40 i(kip-ft)Bending Momemt at Match Plate(Factored Load Effects using LRFD Load Combinations) •• • • • V„=0.89 1(kip)Shear Force at Match Plate(Factored Load Effects using LRFD Load Combiffl*lbts) • ••••• Ma=11.44 (kip-ft)Required Bending Moment(Factored Load Effects using ASD Load Con11514allbQs) ;••• • ••••• •• •• • •••••• Ab=0.1963 !(inZ)Nominal Area of Bolt=nrZ=n(BdIJ2)2 • F,,,,=26.1 (ksi)Bolt Nominal Shear Stress F,,,,=0.45F"(Threads Excluded)or 0.563F„(Thtead9 N:t Excluded)•• ••• 0• FM=43.5 I(ksi)Bolt Nominal Tensile Stress I FM=0.75F"(F1554 Gr 36 or A307) • • :••••• • • BOLT ••: Shear Single Bolt Available Shear Capacity=(DR"=m(F,,,,)Ab= 3.84 kip Single Bolt Actual Shear Force=V„/nb= 0.22 kip Shear Check OK 6% Tension Modified for Shear) -_ Single Bolt Required Shear Stress=f,=(V„/nb)/Ab= 1.1 ksi Modified Bolt Nominal Tension Stress=F'M=1.3FM(Fm/(DF"„)f,,,= 43.5 ksi Single Bolt Available Tension Capacity=CDR"=m(F'„jAb= 6.41 kip Single Bolt Actual Tension Force=T„_(M„/d)/(0.5nb)= 0.55 kip Tension Check OK 9% USE: 0.5 Inch Diameter Bolts MATCH PLATE Flexure Plate Plastic Section Modulus=Z=PL,,(PLU,)2/4 7.500 in' Plate Nominal Flexural Strength=M„P,,,=(Plate Fty,,,)Z 82.5 in-kip Plate Allowable Flexural Strength=M,w/f1= 50.0 in-kip Cantilever Length=Lc=(d-Poled1m)/2= 12.500 In. Cumulative Bolt Tension Force=T",= 1.11 kip Plate Actual Bending Moment=MP,= 13.85 In-kip Flexure Check OKI 28% USE: 1 Inch Thick Aluminum Match Plate Analysis-of Footing Subjected To Wind-induced Overturning �� ELROD Allowable Stress for Stability Analysis(Oveturning)and Soil Interaction EIV G I N EER i N G 871 Sevens oaks Blvd suite 220 Smyrim,TN 37161 800-S53-SIII Client Jones Sign Co Project 100z2229 2/9/2017 Description St Dominic Plaque Address 11300 NE 2nd Avenue City,ST Miami Shores, FL ASCE 7- 10 (Enter"05"or"10") Length of Footing=L= 3.5 ft(Direction of Overturning) Width of Footing=B= 3.5 ft Thickness of Footing=D= 1 ft ••.. (If Any) Depth of Soil Cover= 0 ft "" 6.66•• (If Embedded) Diameter of Pole= 0 ft 00.0 0 Dead Weight of Structure= 0.49 k 6.9660 9999.. 9999 Wind-Induced Shear=V= 0.89 k 9999.. 9999 . 9999. . . Wind-Induced Moment=M= 2.4 - ..�..� �� 66.60 Dead Weight of Concrete= 1.84 .. .6 . .6.66. 9999.. Dead Weight of Soil= 0.00 k • • 0 . . 9. . • 9609.. 999.. Total Dead Weight= 2.33 k • • 6 . 9999.. Factored Total Overturning Moment=Mo= 2.0 k-ft Factored Resisting Moment= 2.4 k-ft Overturning Check= 1.23 OK >1.0 Load Combination Used for Stability Analysis= ASCE 7-10 Load Combination: 0.6D+0.6W (An Overturning Check of 1.0 corresponds to a Safety Factor of 1.5 using 90%of the Dead Load under Service-Level Wind Loading) Eccentricity=e= 0.85 ft Kern= 0.58 ft Resultant Lies Outside the Middle 1/3 (If Within Middle 1/3)qm.= 0.47 ksf Was Geotechnical Report Provided? (Y/N)A (if Outside Middle 1/3)ci a.e 0.49 ksf Assumed Allowable Safe Soil Bearing Pressure= ksf Pressure Contact Length on Soil=3m= 2.69 ft Design Safe Soil Bearing Pressure= ksf Calculated Maximum Soil Bearing Pressure=gmax= 0.49 ksf Soil Bearing Pressure Check= 0.25 OK < 1.0 Load Combination Used to Calculate Soil Bearing Pressure= ASCE 7-10 Load Combination: 1.01)+0.6W Spread Footing Page 1 of 2 Reinforcement Requirements for Footing(ACI 318-11) . ELROD (Strength Design-LRFD) ENGINEERING 871 Sevens Oaks Blvd,%ite 220 Smyma,TN 37161 Client Jones Sign Co $00-553-5111 Project 100z2229 2/9/2017 Description St Dominic Plaque Address 11300 NE 2nd Avenue City,ST j Miami Shores, FL ASCE 7- 10 Load Combination: 1.21)+ 1.OW Reinforcement Material Yield Stress=fy= 40 ksi Concrete Compressive Strength=f'c= 2.50 ksi Reinforcement Chair Height=Ch= 3.00 in 0•••00 . . .... ...... Length of Footing=L= 3.5 ft Direction of OverftVp'ng •• • •• Width of Footing=B= 3.5 ft 00.000 •• • ...... 090:Thickness of Footing=D= 1 ft Pressure Contact Length on Soil=3m= 1.701 ..... 0 • ..000. Factored Wind-Induced Shear=V= 0.89 k .... . •..• Factored Total Overturning Moment=Mo= 3.3 k-ft (If Within NlIc"C143)gmax;�.•;p.692 440-O .. .. • ..•.•. Factored Total Dead Weight= 2.80 k (If Within 1 �19::J3)gmic= . -0.235 ksf 0• Eccentricity=e= 1.18 ft (if Outside Middle 1;)gmax :9.940 46-% Kern= 0.58 ft ••••0; gmid •• O.000kf..: Resultant Lies Outside the Middle 1/3 M„(unif)= '.b.000 k-ft Factored Mid-Line Moment(Entire Footing)=M„= 3.31 k-ft Mu(taper)= 3.310 k-ft Distance From Top to Reinforcement Centroid=d= 7.500 in Case 1) Reinf Req'd For Flexural Strength (1 Layer)=As,fle,= 0.148 int a=cpf,,z/1.7f'�b= 8,067 Case 1)Total Reinforcement(2 Layers)=2As,flex= 0.296 int b=(-1)(�fvd= -220,000 Case 2a) Min Reinf For Flexure=(3(f'c)0'S/fy)bd=As,mina)= 1.181 int C=M„= 39,720 Case 2b) Min Reinf For Flexure=200bd/fy=As,min(b)= 1.575 int —b f bz—4ac As,flex= 2a Case 2c)Alt Min Reinf For Flexure=4/3(As,flex)=As,min(c)= 0.197 in2 Governs Case 2)0 Case 2) Result=As,min= 0.197 int Larger of 2a)or 2b)= 1.575 int Case 3)Temp&Shrink Reinf=0.0018(Ag)=As,TO= 0.907 int Governs Minimum Required Reinforcement=As req'd= 0.907 int Enter Bar Size 4 Area of 1 Bar= 0.196 int Enter Number of Bars in 1 Layer 4 Compression Block=a=Asf,,/0.85feb= 0.3520 in Reinforcement Provided For Flexure=As= 0.785 int Nom Flex Strength=M„=Nfy(d-a/2)= 19.17 k-ft Design Flexural Strength=4)Mn= 17.26 k-ft OK> 3.31 k-ft Total Reinforcement Provided (2 Layers)=2As= 1.571 int 01K> 0.90.7 int Shear Load Effects=V„= 2.80 k Design Shear Strength=(�Vc= 23.63 k OK> 2.8o k Spread Footing Page 2 of 2 Elrod Engineering LLC Project 100z2229 Barry University File 100x2229 Subject 5'-0"Aluminum Plate Monument Date : 1/9/2017 Location : Miami Shores,FL Eng TBG Design Wind Pressure.o.Equation 29.4-1(ASCE 7-101 art R iry • • �. Other Structures Rigid Structures F p =qh G Cf (Directional Procedure) of all Heights qh : veloacity pressure at h Solid Freestanding Walls G :Section 26.9.4 &Solid Freestanding Signs Cf :Figure 29.4-1 •••• • F =pAs i ••• ••• ++•+o• As : gross area of wallor js .n• •••• • • 0000•• 000000 0 0 0 • VelocityPressure Calculations: •0000• • :0000•••••+• • 0000 • 0000• Velocity pressure qh is calculated in accordance with section 29.3.2. • + 0000+• • • 0000• qh=Velocity pressure @ height(h) +••+•• ;.-0-0 •••••• qh=Constant•Kz•Kzt•Kd•V 2 :•+:e[6q 29.3-1) + •• Where:Constant = Numerical Constant • (Section C27l6.2� • 0 0 0 0:• = h•[(Air density lb/cuft)/(32.2ft/sZ)J [( ; ••• • 060 :0000: mi/h)(5280 ft/mi)•(1 hr/3600 s)]2 •• • ••• • • • = 0.00256 •• Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft (Table C27.3-2) Occupancy Category = I (Table 1.5-1) Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 165.00 mph (Figure 26.5-1 A-C) Structure Height = 5.00 ft Width = 2.50 ft Depth = 2.50 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg)A(2/a)for 15 ft<=Z<=Zg (Table 29.3-1) = 2.01•(15/Zg)A(2/a)for Z<15 ft = 0.85 Kzt = Topographic factor (Figure 26.8-1) = (1+K1•K2•K3)I Topography = None KA@h = 1.00 Kd = Wind directionality factor (Table 26.6-1) = 0.85 CID Elrod Engineering LLC Project 100z2229 Barry University File 100x2229 Subject 5'-0"Aluminum Plate Monument Date : 1/9/2017 Location : Miami Shores,FL Eng TBG Gust Effect Factor,Gf.Obtained by Rational Analysis The gust effect factor Gf obtained by rational analysis uses the dynamic properties of the system. Values Obtained from Table 26.9-1 Zmin = 15 ft E = 0.2 C = 500 ft c = 0.2 + • • • •••• •••••• Calculated Values • • • Analysis = Category II:Rigid Structure-Complete Analysis ••••.• •..•;. z() = 15 ft •+•••• • • • Iz = C.(33/Z(-))^(1/6) •(t .9-7) i•••i• • • = 0.2280869 �� • • LZ = $•(Z()/33)^E •l�l� -9) i•••i• ••••• •• •• • •••••• = 427.0566 ft Q = Sgr(1/(1+0.63•[(b+h)/!z]^0.63)] (Egs26�9-8) • 0.976 •••••• •••••• gq = 3.4 •• • ••• • • • gv = 3.4 '00 Gust Factor(G) = 0.925•((1+1.7•gq•Iz•Q)/(1+1.7•gv•Iz)] (Eq.26.9-6) G = 0.912 Elrod Engineering LLC Project 100z2229 Barry University File 100x2229 Subject 5'-0"Aluminum Plate Monument Date : 1/9/2017 Location : Miami Shores,FL Eng TBG Design Wind Pressure.o.Equation 29.44 Figure 29.4-1(Solid Freestanding Walls&Freestanding Solid Signs) Horizontal dimension of sign(B) = 2.50 ft Height of sign from ground surface to top(h) = 5.00 ft Vertical dimension of sign(s) = 5.00 ft Ratio of solid area to gross area(epsilon) = 1.00 Horizontal dimension of return corner(Lr) = 2.50 ft Aspect Ratio(B/s) = 0.50 • • 0000•0000• 0000•• Clearance Ratio(s/h) = 1.00 • • • • so • •• • • Depth Ratio(Lr/s) = 0.50 •••••• • • • • •• • •0000• • ••• •• 0 • • • • •000 • _ I • 000000 A&B i 0.85 1.00 1.00 0.85 50.29 1.55 M 71.13 889.08 •••T • *0:000 -- - - 0009 • 0 • 00000 • • 0000•• •••••••• • 0000••• •• • • • • • • • • • • 0000•• 0000•• • • • •0000• GENERAL NOTES: 1. Do Not Guess. Direct all Questions Concerning This Drawing to Elrod Engineering, LLC.(615-890-9405) •seg .... ...... 2. Do Not Scale This Drawing. e 00 3. Graphics are not to be Reproduced From This Drawing. •00000 4. Structural Steel Plate & Angle Shall Conform to ASTM A36 (Fy (Yield)= 36 ksi). "'••• 5. Aluminum Structural Shapes Shall Conform to the Specifications from The Aluminum Association's Aluminum Design Manual 2010 for 6061-T6; •��• 0.00.. • Square/Rectangular Tube & Round Pipe (Fy.35ksi Unwelded) ""• Plate and Angle (Fy. .35ksi Unwelded .. 00 see 0090 • All Structural Shapes (Welded Fy.15ksi S 0.375" Thick, 11ksi > 0.375" Thick) ...••� "";• 6. For welding aluminum, Use 5356 alloy electrodes for 6061 Base Metal. 7. All Welding Shall Conform to Recommendations as Published by The American Welding Society D1.1. :...:. 0.00•• 8. Workmen Who will Perform Welding Operations Shall be Certified for the Applicable Welding Procedure. 0 •�• • • 9. Alteration to any Fabricated Part of the Structure by Use of a Cutting Torch or any Other Means is "' • Prohibited Without the Consent of the Engineer. •• FOUNDATION NOTES: 1. Concrete shall be Ready Mixed; Designed to develop a minimum compressive strength as stated in foundation criteria below. Water is NOT to be added to concrete at job site. 2. Reinforcing steel shall conform to ASTM A615 Grade 60 w/Deformations conforming to ASTM A-305, 3. Excavation is to be in compliance with OSHA regulations and shall have a level bottom free of loose soil, water and debris. 4. Bearing Surfaces for foundations should not be disturbed or left exposed during Inclement Weather: Saturation of the on-site soils can cause a loss of strength and increased compressibility. If construction occurs during inclement weather, and placement of the foundation is not possible at time excavated, a layer of lean concrete should be placed on the bearing surface for protection. 5. If rain is expected within 24 hours of completing the concrete pour, the concrete must be covered. If temperatures are expected to drop below 40 degrees within the next 24 hours of completing the concrete pour, then concrete is to be covered and protected to prevent heat loss and freezing. 6. Reinforcing steel shall be free from mud, oil or other nonmetallic coatings that decrease bond. 7. Maintain a minimum of 3" clear distance from face of concrete to all reinforcing steel, unless otherwise noted on drawing. 8. Bottom reinforcement to be supported w/ concrete block solids no larger than 4"x4". 9. Do not weld reinforcing steel. Reinforcement shall be placed as detailed on the design drawings & "Tied" securely to prevent movement during concrete pour. 10. Do not cold joint concrete. Foundation must be poured continuously until all concrete has been placed. Concrete must be poured as a workable mixture with a Slump between 4"-6". All concrete mixing trucks must thoroughly and completely mix the concrete prior to pouring. 11. Additional water is not to be added to concrete on site. Additional water decreases the strength of the concrete mixture. Concrete should be rejected in lieu of changing concrete mixture on site. 12. Anchors Shall be Securely Mounted Using an Anchor Setting Template to Avoid Movement During Concrete Pour. Extreme Caution Should be Exercised to Insure Orientation, Alignment, and Projection of Threads, and to Avoid Fouling Threads with Concrete During Pour. 13. Where Anchor Bolts are Required, Anchor Bolts Shall be Cut From Round Rod and Shall Conform to A.S.T.M. A36 Steel. Exposed Surfaces Shall be Hot-Dip Galvanized or Coated to Prevent Corrosion. 14. Note Overall Length of Anchors and Amount of Threading Required on each end of Anchor Rod Per Details on Each Drawing. Threading Shall be Carefully Controlled to Avoid Over-Cutting or Under-Cutting of Threads. Nut \��\111111/o/ Shall Move Freely by Hand Without "Wobble". \ao\��\�� //�� 15. Mechanical Vibrators Shall be Used to Consolidate Concrete Around Support and/or Reinforcement. e�`,,,��cewsF• 16. Concrete must be allowed to cure for 14 days prior to installing remaining stages of structure or sign cabinet(s). \ 7 45 TE F 4U ELROD GENERAL NOTES Drawn CCW CLIENT: Revisions Sheet No. iso S�BCOR�o ��`\�\� Checked ENGINEERING Jones Sign /��onIAL EAC Job 1Wz2229 8�ls�enoakssma,Sake zzo 1711 Scheuring Rd. Barry University S- 1 /i I II11� Rename 00x2229.dwg 871SeveTN3716l De Pere, WI 54115 11300 NE 2nd Avenue 3/'/ 2017 Created 12/13/2016 866-399-5111 Miami Shores, FL 33161 2'-6" 2'-6" 1" I / / I / / / I • • 00100 „I 0 e • •e• •• •eel • ••••e• /fp •• ••• e e SSeeeS t0 1 1 eg•e ieeLi • • / I N l Sege • l Sege• Water Jet Cut l „.. I "••;• Aluminum I • / Painted (TYP) I 0. ••;: 0••"' l I I 10 I I 1" Thick l Aluminum Plate l I I I I Install 1" Thick Spacer to 1 I I 2"x3" Tapered Prevent Plaque From I I Aluminum GussetsSa in gg g I I I II I I 2"x3" Tapered I I Aluminum Gussets. I I Gusset Tapers From3" I I 2" Finished " 2'-6 I "'�r at Base to 1" at Top. I I Grade 2'-2" I 3" I I ----------------- 1 :3 4. ° 4 ° ° ° 4 ° ° ° $ 4 _ • 4 4 °� ° ° ! a • a 4 °� ° ° ° A • °° e e • ° !° 4 ° ° °° • ° O °4 ° O ° ° °4 ° a ° ° I ° 4'° ° I ° ° 4° ° 3'-6" I 3'-6" 3'-6" STRUCTURE ELEVATION STRUCTURE ELEVATION STRUCTURE ELEVATION SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" DESIGN CRITERIA �llllllll///�� Building Code: FBC 2014 5th Edition/ASCE 7-10 Analysis: LRFD—AISC 13th FOUNDATION DESIGN CRITERIA �o\� ��i� Chapter 16: Section 1609.3.1 This concrete foundation has been designed in accordance with ACI 318-11 • Ultimate Wind Speed Veit = 165 mph Allowable soil bearing pressure = 2,000 psf. Concrete Shall Develop a Minimum 73445 Nominal Wind Speed Vmw = 128 mph Compressive Strength of 2500psi in 28 Days. * = Risk Category. I Va.e = Vwt 0.6 � Exposure: C Verify Site Conditions Prior to Construction * �� E OF ��\ Drawn CCW CLIENT: Revisions Sheet No. ELROD Statue with Plaque -5- Drawn �'L%9R�0 o`er�` Checked WML Bar University Z. �'� --- � �` � ENGINEERING Jones Sign Barry /��.'��yA��` EAC Job 100z2229 g7lSevenOaksBlvd,Snite220 1711 Scheuring Rd. S-2 ;/111111110 Filename 00x2229.dwg I Smyrna,TN 37167 De Pere, WI 54115 11300 NE 2nd Avenue 3/7120/7 Created 12/13/2016 066-3"-5111 Miami Shores, FL 33161 2'-6" • 0000• 0000 0000 Install 1" Thick Spacer 0••••0 •0 to Prevent Plaque "';•• •• • 000000 io From Sagging2--6- 0'000• • I f.•. • 0000•• " • .•.... N 1 0000 • 0000• 00.00• . • • • • 009 00• •f 0•• WO Holes For 2'-2" 3„ ” • 1" Thick Y2"O Anchor Bolts 0 0 • Aluminum Plate N • • :••••• "'••• O 0 • • 00 0 000 •0000• • • I 1„ 2"x3" Tapered 2'-4" Aluminum Gussets. Gusset Tapers From3" N io at Base to 1" at Top. I I I N N T I I Y2"D F1554 Gr36 N Threaded Rod Anchor Bolts I Y4 Tl� I I O O S-3 1" Thick Aluminum Base Plate II III-III-I a ° d a ° II III=III=11 SECTION -11 III III ° III-III-III- � A o"i-III a"• °a ° °• • • I= SCALE: 1" = 1 –0" 4 – #4 Rebar 14 a 3'-0" Long Each Way 3'-6" Top & Bottom Mats DESIGN CRITERIA Building Code: IBC 2012/ASCE 7-10 i ChaAnalysis: et Ir 16: Section 1609.3.1 FOUNDATION DESIGN CRITERIA ��a�;.��cEwsF•4, Ultimate Wind Speed Veit = 165 mph This concrete foundation has been designed in accordance with ACI 318-11 / Nominal Wind Speed Voss = 128 mph Allowable soil bearing pressure = 2,000 psf. Concrete Shall Develop a Minimum No 73445 ':Risk Category. I Vwd = Vua 0.6 Compressive Strength of 2500psi in 28 Days. exposure: C Verify Site Conditions Prior to Construction ATE OF �w Drawn CCw ELROD CLIENT: Revisions Sheet No. %'�'•.FcoR+oP.•'��'�: Checked wML Jones SignStatue with Plaque / S ' ENGINEERING S-3 /F so � EAC Job 100z2229 1711 Scheurin Rd. Barry University /�® ��`1�\\�� Filename I00x2229.dwg sly Seven 67 d.,Suite 22o 9 De Pere, WI 54115 L5nl2ol-111300 NE 2nd Avenue 3/712017 Created 1213/2016 N&3W5111 Miami Shores, FL 33161 .•i■.e�a ..��.a��rtrr-M '.,asY�:s�r�'v�._�f�'�r'�rr-�.i4�.r�r:��ti ��/�O—. 'w J v .F v Y �i Q �L19�L"fllrts��■.Y�Rypp.�u0r;aal�� i �a.'�o45�0 f„u� ii•c I�� Ron F _. .: � - 4, r' � v�.A�j?�O�` !4 i/ �7F?�%��;Y�`y�'. �\,�1■�..a�� _ &vv- //i•�■�.�!i11'� o ... ., r�■ : a . 6 �� • . • • "'•-'=!�t'�',��j ;�"i�',r.�,;,� 1�///� i ,i,,/,,, � _ � ,.. �� .� �/moi/ii/i//O/i��/��__------, "woo, : ,.' � ' � '%� \\\\\A\\\\\\\\\\ASA t%iilJ► ._!�_.��%' %'.O -',-.: ./ :, - O.� ��r': q',��;i j�;;'� IS � eft!rFAN `/_ .. �/ \ .. ,. A9� �� meq. � .,. � /. •!��d� _.. �[�}! .- i L . a // vtir■■[{\\\\\�� '�,1 \..� ,.i,_ , �_ � ,� �� r.�m.....--��:,,...� �f,:-�.,m.�.,�.��_��,� ,� Ali) � 'I ,[�i�,'p� \ \� �!'Y`1\Ya\\\\\♦T2\\�*'i. �'as n>t� �- .r� �4 / :�. ..� �' L-.:'°r-�R v..�. :� �..rC�ll� �I �� ` \\�/ � 1 ��1�w� sir'\�� r I _� %Y ��- - � '� j��4ltO�� {��i I • Emi- 1167, -77 r 'll. �' � ' ' � � �:�a(�.��'.1f a �� /��!-��-•i m!-�.Z'!!G[' ��r` G' _&NOWN .,i it -aii �. ►��`• I, �. :{��` r 34'!!'..r..- 0 0 0 �♦�� .� � ^��'�! ��r�.. j//\ ° �.L -�� _ �. r �� .�... '��. Ili .; -��®� ��, / .:.—�a ../.��—� � / � ■� � ,III O';fil ® �e•�e'�m■il,�,� }, �ie�;�'e O � �I�� .�`±c�� li��/. PON ��i p '% �. +- \ ✓ ■ Y Yr■ ;iaji •� ., I i�iCia� mill - z in, alum BARRY UNIVERSITY ■ 'I 011 SKETCH OF TOPOGRAPHY LOCATIOIN ,. : ,, .. cis ►s �� VILLAGE OF MIAMI SHORES Eli P. w L_■1 STATUE W/PLAQUE - (QTY:1) FIELD SURVEY REQUIRED L/ f. • •• 000000 00*000 J •• • • 0• • ` so 00 •'t ••i••0 • 00000�> _,-•• �.a, • 0000•• �, • • • • \.,` • • •000• 0000•• !� 0 •• • • • • • • • 0000• • • •0 • 0000 : • • ` PROPOSED LOCATION OF 00 L % / ST.DOMINIC PLAQUE -1 II11 I I �, I I II e`\ , I I I I I I I 11 I I I ( RECEIVED AUG 112017 IUlierni Sh®reg�Villa `% -14.1Z \4PPROVED By ATE ZOL MNG DEPT BLDG DEPT JECT TO COMPLIANC WTHALLeFfeW STATE AND COUNTY RULES AND RFGULATIONS N SITE PLAN SCALE:NTS REV. DATE BY DESCRIPTION CLIENT APPROVAL DATE SHEET NUMBER J13NES SIGN doa#:212904_R1 I 0XIS M REME PLAQUE COPY/ADD NON SrIE RAN Barry University z w.co.co ax rrrr DATE:01.152016 . ........ 0 rrrr 11300 NE 2nd Avenue Your Vision Accomplished a 11.11-11 xx nxzr LANDLORD APPROVAL DATE DESIGNER:T Grueschow s o1.c1-to xx rr.r.x Miami Shores,FL 33161 GREEN BAY - PHILADELPHIA 111-111, xx exxx a SALES REP: r 11.11.1, xx rara 100 SAN DIEGO ^ LAS VEGAS a 11.11.10 x? rxr OC APPROVED wwdv.onessi n.com PROJ MGR:T Smoter 9 11.11.1, X DESIGN PHASE:CONCEPTUAL 9 11 01.L,.C, 1-, xkY.Y. is is an original,unpublished drawing by Jones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of NES SIGN,is forbidden by law and carries a civil forfeiture of up to 250A of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.we cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for clients conception of project and are not to be understood as being exact size or exact scale. 2'-3" 3" ' PLA STATUE W/PLAQUE - (QTY:1) r-1o^ X21/2 ' FIELD SURVEY REQUIRED 10 3/4^ O\ g�\Q�tO 3/4^ We dedicate this sculpture of 11/2- �eaea�P\ �0� S �JO 3/4" SAINT DOMINIC, GO •• 1 1/2" OF 1/2 ' PREACHER OF GOSPEL JOY QPt�G� or � Q�Q,S • •� •0040•• •• 0.00•• 1 ••• 3/4" to honor the 0 1 1/2^ GQ� aQ\� \n� • 000 ••• • ••••00 \�\ • 3'-6 3/8" •• 090 3/4^ DOMINICAN FRIARSa Qat •000••• 0 11/2^ r`� \�2• ••• •• :•• • • t vz^ Professors and Chaplains Qto o�'�e ag`o°��oo`+� •�:�:. .•• 00:00• ..... 3/4^ whose ministry of teaching and preaching s$ Acp 0000•• • 11/2^ ° � o�y 0�5 •. 3/4',- enriches Barry's Mission and life. P,� t`�J2 • • • 0000•• 1 1/2" a �et0 • • •• • • 3/4" The Barry University Community �° • • • •....• 1 1/2' 3/4" November 2015 10 3/4" SPECIFICATIONS COLORSIFINISHES 1. 1"THICK WATERJET CUT ALUMINUM/PAINTED P-1 P-1 MP 46305 ANCHOR 2. RADIUS EDGE TO BE 3^DIAMETER PIPE,WELDED TO V THK BRONZE METALLIC ALUMINUM PLATES TO ADD STRENGTH,1"XP"ALUMINUM FLATBAR SUPPORTS 3.COPY TO BE ETCHED DIRECTLY INTO THE"READING AREA OF THE STRUCTURE" FONTS 4. SHIELD SHAPED PLAQUE AT BASE IS 11"X15"X318"THICK ALUMINUM PLAQUE(BY OTHERS) Helvetica Medium 5.1"BASE PLATE WILL BE BOLTED TO THE 1"THICK VERTICAL SUPPORT PLATE 6. DIRECT EMBED POLE I POLE AND FOOTING TBD BY ENGINEERING REV. DATE BY DEscRIPnoN CLIENT APPROVAL DATE SHEET NUMBER J D N Es SIGN JoB#:212904_R1 1 01=118m REVISE PLAQUE COPY I ADD NEW SrrE PLAIN Barry University �o.ro.ro xx x➢YY DATE:01.152016 1 oo.c.11 xx rrr � 11300 NE 2nd Avenue Your Vision Accomplished a ooro.co xx ar LANDLORD APPROVAL DATE ` DESIGNER:TGrueschow s oo.raco xx xx.r Miami Shores,FL 33161 GREEN BAY ^ PHILADELPHIA e ao.c 1. xx ,,:rx � a" 'SAN DIEGO ^ LAS VEGAS SALES REP: r oo.co.co Ix, IyJ 3EU e oa.co.co xx ,�>>. oc C APPROVED www.jonessign.com PROJ MGR:TSmoter 9 N.o.ro xx >x>> 09�" r��.�.M�•�a DESIGN PHASE:CONCEPTUAL s is an original,unpublished drawingb Jones Si n Co.,Inc.Itis for our personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of JES SIGN,iis forbidden by law and crries a civil forfeiture of up to 25%of te purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.We cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for clients conception of project and are not to be understood as being exact size or exact scale. �. STATUE W/PLAQUE - (QTY:1) FIELD SURVEY REQUIRED 2'-6" 2'-6" 2'-6" 2'-6" ®I I® ®I ®1 7 vl I® I I I 1 I I • PUN I i� I I PIAN I ' ( PLAN I _ —_—I PLAN I �_ —_—i—•�•—_ --�A1A fV N •,1� I ,/ / /� li ;l Ln LM Ln Ln e**096 2 21 • • • • PAN/T\ — —�— -�---- PUN J _ — —� �.—. PL4N 1 — —� -j--- ruw •• •••••• ••••i• `. AtA N �• At.o II � I I '�, N I I I I ••• ...... I I I I I I I •••• • • .•.... •••••• • • ••••• SER • �Q •7� 1Q�SECT �� 1QS-SECT '� sQ. SECT � •••••9 • •• C�' W C` CC G` • • • • •••••• A e A o A A o A A A.o AA •••••• SECT SECT SECTSECT • • • •••••• eA STATUE ELEVATION B STATUE ELEVATION �C STATUE ELEVATION STATUE ELEVATION ••o SCALE:112"=1' auo SCALE:112"=1' at.o SCALE:1/2"=1' a+� At.o SCALE:112"=1. At.o 2'-6" 2'-6" 2'-6" AtA A AtA ©I Imo' r A ®I I® }A I I I I I I I I I I I I I I I I I I ALAN I PLAN i _-I T}-_ --_ -_�AtA I I fV LA I I I 4 I I 4 I I c I I I ^ t I I I I PUN JPUN J Pl_AN I PUN I +_—___—_ At.o �./At.a I I otoo0-; I I I I I I SECT 5 CT e, ,,•SECT J �• .SECT ' A.o A A.o AA A A AA A SER SECT SER SKT E STATUE SECTION F STATUE SECTION ( G"*\ STATUE SECTION e STATUE SECTION qt o SCALE:112"=1' pt.o SCALE:1/2"=1' qt o SCALE:1/2'=I' SCALE:112"=1' REV. I DATE eY DESCFFrw I CLIENT APPROVAL DATE SHEET NUMBER ..ZONES SIGN JOB#:212904 R1 IQ=" TO REVISEPLAQUEMPYIADDNEWStfEPIAN Barry University z oo.Io.co U rrrr DATE:01.152016 a Oo.Io.C➢ xx Yr,Y Yow Vision Accomplished a 00' r0.t0 xx XM LANDLORD APPROVAL DATE � ! 11300 NE 2nd Avenue DESIGNER:T Grueschow s 00.010 xx ,rxr Miami Shores,FL 33161 GREEN BAY PHILADELPHIA s "I'll xx YxrY +i SALES REP: I oo.w,w xx a>.Y.r. ■ 0 SAN DIEGOLA5 VEGAS a uaco.E0 xx xrtr. QC nCAPPROVED www.onessi n.com PROJ MGR:TSmoter 9 oo.ca.co xx Yk>* � � DESIGN PHASE:CONCEPTUAL 1 9 ro ou.eo.co zx �n,r s is an original,unpublished drawing by Jones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of VES SIGN,is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.we cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for clients conception of project and are not to be understood as being exact size or exact scale. a } PL.1 STATUE W/PLAQUE - (0TY:1) 2.$° FIELD SURVEY REQUIRED B ELEV A Ata ✓ B ELEV 2-6" 2'-5" •'Yp ��a 2'-6" 2'-4" b cV Wnoaz �`"�p�N� ••ii•• • 0000 0000•• • � e+n EIPVa ° 1 •• 000 0• Ci OUV ELEV i••• •ii•, ••i 2'-6" •i•• •••0 • 9 • Ln •0000: iV 41006 0 06:90" 0000 • • •0••• • • 000••0 ''IIIIII 1 00 • 0000•• 2'-3" t4mt 2'-3" l3"lJ 0 009-900• 9 • • • A A 0000•• I STATUE PLAN "'a ELS' J STATUE PLAN "'a ELS 1 ISOMETRIC — '� • '•• 0 .•�'�. I 1/2°=1' SCALE:112"=1' SCALE:1/2°=1' a SCALE: •• At.o At.o At.o I I I i SCALE: 314"=1' � 4 SPECIFICATIONS COLORSIFINISHES 1. 1°THICK WATERJET CUT ALUMINUM/PAINTED P-1 P-1 MP 46305 ANCHOR 2. RADIUS EDGE TO BE 3°DIAMETER PIPE,WELDED TO 1°THK BRONZE METALLIC ALUMINUM PLATES TO ADD STRENGTH,1"X2"ALUMINUM FLATBAR SUPPORTS 3.COPY TO BE ETCHED DIRECTLY INTO THE"READING AREA OF THE STRUCTURE" FONTS 4. SHIELD SHAPED PLAQUE AT BASE IS 11"X15"X318"THICK ALUMINUM PLAQUE(BY OTHERS) Helvetica Medium 5.1"BASE PLATE WILL BE BOLTED TO THE 1"THICK VERTICAL SUPPORT PLATE PLAQUE DEPTH DETAIL 6. DIRECT EMBED POLE/POLE AND FOOTING TBD BY ENGINEERING NOT TO SCALE REV. DATE By DESCRIPTION CLIENT APPROVAL DATE - SHEET NUMBER �!�N ES SIGN Jos#:212904_R1 I �.m.,B TO REV63EPLAQUE COPViADDNEWS[fEP1AN Barry University 2 aa.[a.,' Rx "I, DATE:01.152016 a oo.caco xx 11300 NE 2nd Avenue Your Vision Accomplished a Go""' xx rxxx LANDLORD APPROVAL DATE DESIGNER:T Grueschow 5 oo.ro.ca xx xrr.x Miami Shores,FL 33161 GREEN BAY ° PHILADELPHIA 6 oo.Ea.ED xx axz SALES REP: ao.Eo.Eo xx 5mO SAN DIEGO LAS VEr3A5 a ao.ED.ED xx =rx, OC CAPPROVED www.jonessign.com PROJ MGR:TSmoter m MEMO xx rrrt DESIGN PHASE:CONCEPTUAL is is an original,unpublished drawing by Jones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of NES SIGN,its forbidden bylaw and carries a civil forfeiture of up to 25%of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.we cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for clients conception of project and are not to be understood as being exact size or exact scale. ,r PLA STATUE W/PLAQUE - (QTY:1) FIELD SURVEY REQUIRED 0000 • • 0000 0000•• 0000•• •• • 0000•• • 06 0 0000•• •••• • • • • • •060.9 0000 • 0000• 6` •• •• • 9••9•• m� 0000•• • • •6•••• r' O_ 's ✓(r REV. I DATE BY DESCRIPTION CLIENTAPPROVAL DATE SHEET NUMBER JONES SIGN Joe#:212904_R1 I 66.26.16 TG REVISE PLAQUE CDPYIADD NEW WEPLAN Barry University DATE:01.15.2016 a o..c6.co xx axr. Your Vision Accomplished a o..co.co zx xxr.x LANDLORD APPROVAL DATE i � Miami h r 2nd Avenue DESIGNER:T GrUeschow s oo.co.co zz xxxx Miami Shores,FL 33161 GREEN BAY • PHILADELPHIA s a6.c6.co zx xxxx � SAN DIEGO - LAS VEGAS SALES REF: r oo.t6.co zx xxxx 2 ,0 6 66A6.co xx xxxx Oc APPROVED www.onessi n.com PROJ MGP T Smoter s o6.co.co xx was a.m,a DESIGN PHASE:CONCEPTUAL 1 9 Io 66.caco xx Qc— is is an ori inal,unpublished drawing by Jones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of 9 VES SIGN,is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.We cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for client's conception of project and are not[o be understood as being exact size or enact scale.