SGN-18-586Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Permit NO. SG N-3-18-586
Permit Type: Sign
Work Classification: New
Permit Status: APPROVED
issue Date: 312612018Expiration: 09I22/2018
Parcel Number
Applicant
11300 NE 2 Avenue Number: Health & Sport 1121360010160-27
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
LSJ CORP DBA GRAPH PLEX SIGNS (954)920-0905
Cell Phone
Valuation:
Total Sq Feet:
$ 2,180.00
8.17
•
Type of Sign: Wall Sign
Electrical Sign: No
Height:
Width:
Color:
Plans Submitted: Yes
Classification: Commercial
Elevation:
Additional Info:
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$2.00
$2.00
$0.60
$100.00
$45.00
$9.00
$2.40
$162.80
Pay Date Pay Type
Invoice # SGN-3-18-66703
03/07/2018 Credit Card
03/26/2018 Check #: 1334
Amt Paid Amt Due
$ 50.00 $ 112.80
$ 112.80 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
Review Structural
Review Planning
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 AFF • T: I ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction hermor - . orize - - - - - •• -. contractor to do e work stated.
;i< f/1) March 26, 2018
Authorized ignature: • ner / Applicant Contractor Agent
Date
Building Department Copy
March 26, 2018 1
BUILDING.
Miami Shores Village
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
RECEIVED'
M o 72 Is
BY:
FBC 20 n
Master Permit No.0 S.-6N I - 19-470
PERMIT APPLICATION Sub Permit No.
IUILDING 57,
Ei ELECTRIC .0 ROOFING ETREVISION U EXTENSION flRENEWAL
El PLUMBING 0 MECHANICAL 0 PUBLIC WORKS El CHANGE OF El CANCELLATION Ei SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ii 3 0 6 A! c9.- Ave.. — 6 i enei rA)
City: - Miami Shores .. County: -- Miami Dade Zip: esi/„/
Folio/Parcel#: ii 4)-13& iOt Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
, Construction Type: S. Flood Zone:
. ..\...
OWNER : Name (Fee Simple Titleholder): BA r ley (./(. )1 i vex 5 I
Address: 11 3 0 0 Ne- 22-12,
City: &yyA:, Cliti Ire-&. State: fa---
Tenant/Lessee Name: N f A-
Email:
(Revised02/24/2014)
ksq coLA)
,
CONThACTOR: Company Name: jilA le (itiri.5 Phone#: 9SY- ,517,A0 .
Address: 471g3o N.
City: : - iiiilipearid State: Fl Zip:
Qualifier Name : J 495batt. A-5 yi 1,c-t; Phone#
State Certification or Registration #: '''" '.7. C.43oe9193 Certificate of Competency #:
DESIGNER:Architect/Engineer: all s, Let,, fe Phone#: 64 b02-4/6 - 5 2:ig
Address : k:72-14
.. .. . .A)Ffix.i NV 07DD City State .#/ Zip:
Value of of Work for this Permit $ it a, k8c. • Square/Linear Footage Of Work : ' g'• t'.1
Type of Work:, Ei Addition , ri Alteration
El New p Repair/Replace n Demolition
Description of Work: 4f) Sitial e:).2 10-1 Of fne—Si alett }goers . exte_li a)
4 0 N A Wu 4:44,1,,t_V-€40 • .
BFE: FEE:
Phone#:
Zip:
Phone#:
19-3995
33 6_1
Specify color of color thru tile:
r e
;1.tfl4 rA,
t!t,
• >
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $
80
2 .
TOTAL FEE NOW DUE $
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 permitt.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
• r
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: YOURYFAILURE 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law'brochure will be delivered to the person
whose propert/s subject to attachment. Alsol'a certified copy of the recordetl notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
(.1,
Signature
OWNER or AGENT
The forfegoing instrument was acknowledged before me this
f day of bl�'lr ifY +iY _,.20 I a , 'by.
Sum niatiCNAt' „who is personally knovrn to
rals or who has produced
identification and who did take an oath.
NOTARY PU: LIC:
as
Sign.
P • t•
S
**
Notary Public State of Florida
Jeffry J Yao
T My Commission FF 188481
ow Expires Expires 11/12/2018
APPROVED BY
ri
(Revised02/24/2014)
**************
CONTRACTOR
The foregoing instrument was acknowledged before me this
0 f4 day of Fehruar�l , 20"($ , by
JH
OSur1 AiESTj- - 1 , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:Q! C K
Seal
•.
Plans Examiner
Structural Review
my C.OM ' SSIe FFl84069
Ev,''"4E` December 16, 2018
,!.,.vuta yservice.com
(( Zoning
Clerk
Barry College
11300 NE 2nd Ave.
Miami Shores, FL. 33161
February 7, 2018
Miami Shores Village
Building Department
10050 N.E. 2nd Ave.
Miami Shores, FL. 33138
To the Building Department:
We give GraphPlex Signs (2830 N. 28th Terrace Hollywood FL.) permission to acquire
permits and install a new wall sign on our property located at 11300 N.E. 2nd Ave. Miami
Shores, FL. 33138
Signature
escSer4-6Cd
Name
6us i2PNGA4
Title
Date
Notary's Signatur
Name and Title .1b
personally KnowProduced Identification (circle one)
Type of ID Produced
Ad° Poe, Notary Public State of Florida
Jeffry J Yao
My Commission FF 188481
q Expires 11/12/2018
•
•
LEsy
easyseals.com
GENERAL NOTES:
DESIGN CALCULATIONS
FOR
BARRY UNIVERSITY
WALL -MOUNTED SIGNS
11300 NE 2ND Ave — Miami Shores
STRUCTURAL REV
1. Design is in accordance with the Florida Building Code 6th Edition (20]/0pROVED
for use within and outside the High Velocity Hurricane Zone (HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) is assumed to be in good condition,
capable of supporting the loaded system, subject to building department
approval. No warranty, either expressed or implied, is contained herein.
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only.
Use of this specification by contractor, et. Al, indemnifies and saves
harmless this engineer for all costs & damages including legal fees &
apellate fees resulting from deviation from this design.
....
• •
• • ••••
• • •. . • . . .
• .. •
•••
••
•
• • •
•... • • • • • •
•
.... .... •
... •
•
S. •• • •.
•
• •
• • • •
• •
• • • . .
• •
.•
•. • ••• • •
• ••
•. •
Index:
Pg 1 Cover
Pg 2 Wind Loads
Pg 3 Anchor Design
`victim rrrg�
Eng; ,t vt vire seal valid
.,Z•. v F
No. 673
=*: * •*_
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Chrisj, ��R£s# 67382
Easy Se'abi 1, Auth # 31124
1200 N Federal Hwy, #200
Boca Raton, FL 33432
Easy Seals .com
Page 1
) Easy Sea
ASCE 7-10 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
CALCULATIONS FOR WALL -MOUNTED SIGNS
V =: 175 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
a = 9.5 3-sec gust speed power law exponent
zg = 900' Nominal ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
175 mph - Exp "C"
WALL -MOUNTED SIGNS
SIGN
HEIGHT
ASD WIND PRESSURES
CENTER CORNER
(Zone 4) (Zone 5)
15 ft
20 ft
25 ft
30 ft
35 ft
40 ft
45 ft
50 ft
55 ft
60 ft
70 ft
80 ft
90 ft
100 ft
110 ft
120 ft
130 ft
140 ft
150 ft
175 ft
200 ft
250 ft
37.3 psf
39.7 psf
41.6 psf
43.2 psf
44.6 psf
45.9 psf
47.1 psf
48.1 psf
49.1 psf
50.0 psf
42.2 psf
43.5 psf
44.5 psf
45.5 psf
46.5 psf
47.3 psf
48.1 psf
48.9 psf
49.6 psf
51.2 psf
52.7 psf
55.2 psf
47.5 psf
50.5 psf
52.9 psf
55.0 psf
56.8 psf
58.4 psf
59.9 psf
61.2 psf
62.5 psf
63.6 psf
84.5 psf
86.9 psf
89.1 psf
91.1 psf
92.9 psf
94.7 psf
96.3 psf
97.8 psf
99.2 psf
102.5 psf
105.4 psf
110.5 psf
• •
• • • • • •
• . . .
•. • . • .
•
.. .
.. •.
Kd = 0.85 Dftectierfality facto,' • •
Kzt = s 1.0 Topographic factor
... .
. .
A =. 10 sq ft Trtlfutbfy area • • •
•
n a a
YNJ Y qz C' `^
0.85 56.6 -1.10 -1.40
0.90 60.1 -1.10 -1.40
0.95 63.0 -1.10 -1.40
0.98 65.5 -1.10 -1.40
1.01 67.6 -1.10 -1.40
1.04 69.5 -1.10 -1.40
1.07 71.3 -1.10 -1.40
1.09 72.9 -1.10 -1.40
1.12 74.4 -1.10 -1.40
1.14 75.7 -1.10 -1.40
1.17 78.2 -0.90 -1.80
1.21 80.5 -0.90 -1.80
1.24 82.5 -0.90 -1.80
1.27 84.3 -0.90 -1.80
1.29 86.1 -0.90 -1.80
1.32 87.6 -0.90 -1.80
1.34 89.1 -0.90 -1.80
1.36 90.5 -0.90 -1.80
1.38 91.9 -0.90 -1.80
1.42 94.9 -0.90 -1.80
1.46 97.6 -0.90 -1.80
1.53 102.3 -0.90 -1.80
• . .
• .•
.. . ... • .
• . .
.• •
Page 2
Easy Sec
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure:
Sign type:
Sign size:
Wall material:
Anchor type/size:
Anchor tensile capacity:
Check Anchors for Pullout
Total Reaction: Rt =
No. of anchors req'd: n =
CALCULATIONS FOR WALL -MOUNTED SIGNS
P = 55.0 psf
Channel Letter
A = 1.0 sqft (per letter, critical) • ••
•
•• •
Masonry (ASTM C90, 1,50Qpiihip)
3/16" (#10) Rods with Adhesive i • • • •
Ref: Liquid Nails, 125 psi shear ••'•
Min Embedment: 1.5"
Min edge dist: 3"
Tcap = 110.4 lb (per anchor)
55 lb ...= P*A (per letter)
0.5 anchors per letter ... = Rt/cap
Total anchors required:
1 anchors per letter
• •
•• ••
Mi�Sp�ei�g: 3" •
•.•.
•
••••
• •
• • •
.• ••
•
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•
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• •
•
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• • •
•
•
•
.
• •
.
••
•
•
•
•
OK, critical letter size shown.
Limit to min (3) studs per letter, balanced.
Page 3
West Elevation -Siena Building
Scale: 1/8" = 1'-0"
36 1/4"
S •
3.02 sq. ft.
Dimensional Letters
Scale: 1" = 1'-0"
FONT: Palatino
'/4" thick aluminum painted
satin black.
Flush stud mount to wall.
ITY
C;t y
Miami Shores Village
APPROVED
ZONING DEPT
BY
arlille IIIIINU
IANCU KITH ALL
'� 11,'.1-S AND Fir
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GRAPHPLEX
954.920.0905
S I G N S 954.549.5566
Sign Design 6 Manufacture www.graphplex.com
2830 North 28th Terrace • Hollywood. Florida 33020
CLIENT: BARRY UNIVERSITY
PROJECT:
ADDRESS: 11300 NE 2nd Avenue, Miami Shores, FL
DRAWN BY: RL
SALES: Jack Gervais
APPROVED AS SUBMITTED BY: DATE•
APPROVED AS NOTED BY: DATE:
THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION
FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED
(IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION
WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS.
SIGN TYPE:
QUANTITY:
DATE: 1/31/2018
FILENAME: BarryUniversity/BarryUniversity - Misc Exterior Building Signs -STRUCTURAL
PAGE#: 1
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3
General
Notes:
• Design is in accordance with the requirements of the Fla Bldg Code 6th Ed (2017) for use within & outside the High Velocity Hurricane Zone (HVHZ). • This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. • Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. • Structural design meets requirements of ACI 318-14, AISC 360-10, ADM1-15, & NDS-15,
as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: E70xz electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 606346 or stronger, U.N.O.
i151/2"-
_8
Dimensional Letters
1.07 sq. ft.
Scale: 1" = 1'-0"
FONT: Palatino
1/4" thick aluminum painted
satin black.
Flush stud mount to wall.
Elevation - Siena Building
Scale: '/8" = 1'-0"
`,„11'
Q:•• •�, G E N
4• • No. 67382
• STATE OF
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GRAPHPLEX
CLIENT: BARRY UNIVERSITY
PROJECT:
ADDRESS: 11300 NE 2nd Avenue, Miami Shores, FL
DRAWN BY: RL
Jack Gervais
APPROVED AS SUBMITTED BY: DATE:
954.920.0905
954.549.5566
Sign Design Fr Manufacture www.graphplex.com
2830 North 28th Terrace • Hollywood, Florida 33020
APPROVED AS NOTED BY: DATE.SALES:
THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION
FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED
FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION
WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS.
SIGN TYPE:
QUANTITY:BarrySigns-STRUCTURAL
DATE: 1/31/2018
University/Barry
FILENAME: University - Misc Exterior Building
PAGE#: 2
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WIND LOADS:
General
Notes:
0 other constructiona licit) s ecifiedherein. •Electricalnotes details,&s specificationsprovidedb and are the soleres responsibility of the electrical contractor. No electrical review has erformed and no certification of such is intended. • Structural design meets requirements ofACI318-14,AISC360-10,ADM1-15,&NDS-15,
• Design isinaccordancewiththerequirementsoftheFlaBldgCodebffiEd(2017)forusewithin&outsidetheHighVelocityNumicaneZone(HVNZ).•Thisengineeringcertifiesonlytheztmduralintegrityofthosesystems,components,and/ r h r explicitly ppec y po y p
as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.
Adrian
Dimensional Letters
Scale: 1" = 1'-0"
FONT: Palatino
IA" thick aluminum painted
satin black.
Flush stud mount to wall.
West Elevation
Scale: nts
4.08 sq. ft.
•
•• • • •
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GRAPHPLEX
CLIENT: BARRY UNIVERSITY
PROJECT:
ADDRESS: 11300 NE 2nd Avenue, Miami Shores, FL
DRAWN BY: RL
SALES: Jack Gervais
APPROVED AS SUBMITTED BY: DATE:1:0;W
l , I 954..05
6 90
954.54949.556
Sign Design S Manufacture www.graphplex.com
2830 North 28th Terrace • Hollywood, Florida 33020
APPROVED AS NOTED BY: DATE•
THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION
FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED
(IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION
WRITTEN PERMISSION FROM GRAPHPLEX SIGNS.
SIGN TYPE:
QUANTITY:
DATE: 1/31/2018
FILENAME: BarryUniversity/Barry `I University - Misc Exterior Building Signs -STRUCTURAL
PAGE#: 3
General
Notes:
D - 5
• Design is in accordance with the requirements of the Fla Bldg Code 6ffi Ed (2017) for use within &outside the High Velocity Humane Zone (HVHZ). •This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. •Electrical notes, details, &specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. • Structural design meets requirements of Ad318-14, AISC 360- 0 1 , A Ml 1 , & NDS-15
as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FIX Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plastidneoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: Mx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.
1/4" thick Aluminum
Cut Out Letters
3/16" x 2" Alum. Studs
(Min. 3 per letter)
Anchor Notes:
- Letters shall be min 1/4" thick x 1/4" min stroke width
- #10-24 studs (6061-T6 Alum or 316 S.S.), centered in stroke width
- Min (3) studs per letter, spaced evenly
- Letters drilled and tapped to receive studs, min (5) threads engaged
- Stud length to accommodate embed to host structure
- Min 1.5" stud embed to hollow CBS (block) or concrete
- Fill holes w/ LiquidNails LN-901 adhesive (or equiv)
17
41
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CONCRETE
Flush Mounted Cut -Out Letters -TYPICAL
Scale: NTS
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STRUCTURAL REVI
APPROVED DAIS ,l
GRAPHPLEX
CLIENT: BARRY UNIVERSITY
PROJECT:
ADDRESS: 11300 NE 2nd Avenue, Miami Shores, FL
DRAWN BY: RL
SALES: Jack Gervais
APPROVED AS SUBMITTED BY: DATE:
954.920.0905
I Ci N 954.549.5566
Sign Design Er Manufacture www.graphplex.com
2830 North 28th Terrace • Hollywood, Florida 33020
APPROVED AS NOTED BY: DATE
THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION
FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED
(IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION
WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS.
SIGN TYPE:
QUANTITY:
DATE: 1/31/2018
Building
FILENAME: Barry University/Barry V University - Misc Exterior Signs -STRUCTURAL
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General
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s eherein. • Electrical notes,details, & specifications areprovided b and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. • Structural des gn meets requirements of ACI 318-14, AIS( 360-10, ADM1-15, & NDS-15,
• Design isinaccordancewiththerequirementsoftheFlaBldgCode6thEd(2017►forusewithin&outsidetheHighyelocityNurricane7one(HVHZ).•Thisengineeringcertifiesonlythestmcturalintegrityofthoserystems,components,and/or otherconztructionexpliatly p fiedpec y p y
as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.
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Client: BARRY UNIVERSITY
Location: 11300 NE 2nd Avenue
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GRAPHPLEX
CLIENT: BARRY UNIVERSITY
PROJECT:
ADDRESS: 11300 NE 2nd Avenue, Miami Shores, FL
DRAWN BY: RL
SALES: Jack Gervais
APPROVED AS SUBMITTED BY: DATE:
954.920.0905
954.549.5566
Sign Design & Manufacture www.graphplex.com
2630 North 28th Terrace • Hollywood, Florida 33020
APPROVED AS NOTED BY: DATE:
THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION
FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED
(IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION
WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS.
SIGN TYPE:
QUANTITY:
DATE: 1/31/2018
FILENAME: BarryUniversity/BarryUniversity - Misc Exterior BuildingSigns-STRUCTURAL
9
PAGE#: 5
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General
Notes:
• Design is in accordance with the requirements of the Fla Bldg Code 6th Ed (2017) for use within & outside the High Velocity Hurricane Zone (HVHZ). • This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. • Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. • Structural des gn meets requirements of ACI 318-14, AISC 360-10, ADM1-15, & NDS-15,
as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15 la), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.