HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 03_09/21/2017 (2) VILLAGE OF TEQUESTA
.� � DEPARTMENT OF COMMUNITY DEVELOPMENT
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` > Staff Report-P/anning&Zoning Board Meeting-September 21,2017
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1. PETITION DESCRIPTION-SPM 10-17
APPLICANT: Ventura Architecture
c/o Mike Ventura
11870 W.State Road 84, Suite#C14
Davie, FL 33325
OWNER: TAMEAST TEQUESTA LTD
REQUEST: Application from Rubiano Holdings, Inc. d/b/a Dunkin' Donuts for a site pian
modification to redevelop existing building per corporate standards. The application
includes building and dumpster colors, wall signs, menu board, monument sign,
exterior wall lighting,canopy over the drive thru,and clearance poles on the north and
west side. The plaza owner is Tameast Tequesta, Ltd. d/b/a County Line Plaza. The
address of the property is 722 N. US Highway One,Tequesta, Florida 33469.
LOCATION : 722 N. US Highway 1,Tequesta FL 33469
LOCATION MAP
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; Dunkin Donut's
: (Previously Wendy's)
: 722 N. US Highway 1,Tequesta, FL �
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.......................................
1
Department of Community Development-Staff Report-Dunkin Donuts SPM 10-17
2. PETITION FACTS
a. Total Gross Site Area: 21,235.5 Sq. Ft. (0.4875 Acres)
b. Total Building Foot Print and Square Footage: 3,298 sq. ft.
3. Land Use and Zoning:
EXISTING LAND USE FUTURE LAND USE ZONING
G2
SUBJECT PROPERTY Commercial (C) Commercial (C) (Community
Commercial District)
NORTH C-2
County Line Plaza Commercial (C) Commercial (C) (Community
(Chase Bank) Commercial District)
SOUTH C-2
County Line Plaza Commercial (C) Commercial (C) (Community
(Time to Eat Diner) Commercial District)
EAST C-2
US Highway 1 Commercial (C) Commercial (C) (Community
Commercial District)
W EST �-Z
County Line Plaza Commercial (C) Commercial (C) (Community
Commercial District)
4. STAFF REVIEW
The subject application is a redevelopment of the previous Wendy's building. The application includes
the following site pian modification and aesthetic improvements:
• New paint throughout exterior with brick veneer at selective locations
• Extending wall heights at the drive thru and front entrance
• Signage on building
• Installation of clearance poles on north and west side of building
• Replace existing Wendy's monument sign face with Dunkin Donuts
• Installation Dunkin Donuts menu board in same location of previous Wendy's menu board
• Canopy added over the drive thru window
• Repaint exterior dumpster
• Replace exterior lighting fixtures
The proposed improvements do not increase the square footage of the existing structures and
impervious area. The applicant provided elevations which highlight the proposed modification, please
see attached application.
5. FINAL REMARKS
This development application met the requirements set on Section 78-334 notice of hearing. The
notice of hearing was advertised on September 11, 2017.
2
Department of Community Development-Staff Report—Dunkin Donuts SPM 10-17
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Department of Community Development-Staff Report-Dunkin Donuts SPM 10-17
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5
Department of Community Development-Staff Report—Dunkin Donuts SPM 10-17
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' VILLAGE QF TEQUESTA � DEPARTMENTAI USE ONLY ;
.;��:;::� � ck.a ;
;�:•�� Depart�nent of Community Developmeut i Fee: ;
345 Teq��esta Drive � Date: i
Tequesta,Plorida 334G9 ; �
��:, „ Ph:561-?G8-0451/Fax:5G1-768-OG98 � pROJECT#: �� �
�r�z�v.tequesta.org � �
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'-------------------------
APPLiCAT10N fOR MINOR SiTE PLAN REVIEW
PLANNING&ZONING B�ARD � Meeting Date:
VILLAGE COUNCIL � Meeting Date:
INSTRUCTtONS TO APPLICANTS:
i. Please compiete alt sections of this application.if not appitcable,indicate with N/A.
2. Provide all required documents as shown on the attached checklist. if not applicable indicate with N/A.
Alt construction,additions,and/or alterations within the Viilage,except in districts R-1A and R-1,must be reviewed by fihe P/anraing&
Zoning Board. The Planning&Zonfng Board meets the ih/rd Tbursday of every month at 5:30 p.m., as needed in the Vi!lage Hall
Council Chambers,345 Tequesta Drive. The appHcant will be info�med by/etter of fheir scheduled meeting date. The Planning and
Zoning 8oard shal/have general authority as outlined in Sec.22.53.
I. PROJECT DESCRIPTION AND OWNER&AGENT INFORMATION
PROIECT NAME: 7o�oZ US- I Tt Gt US rl9 R�/''lOQt"(,
PROJECTADDRE55: 7.'t.'t US- 1 T£�uSTA� FL 33�6a(
DESCRIPTION OF WORKJMODIFICATION: SEE AtTACE1�p L&T rER D F �L�Rtf tG�t�oN FoR
$Go PE 0 R wo ft K
Property size in acres and square feet: 3,a78 S ca FT
Estimated project cost: � a����o
Property Owner(s)of Record:
Address:
Phone No.: Fax No.: E-mail Address:
ApplicantjAgent(if other than owner complete consent section on next page):
Name• M�Kt Vt:Nr�r�
Address: 114'70 W• a Tt4 t t R.0�4 O �4 dv 1 t t #G t�{
PhoneNo.: a�'�3•136� FaxNo.: �•3�3•6/ai E-mailAddress:P11K��'�eN*ua.A—ARcr��rEcTue.E'.�r'�+
1
� ll. LAfVD USE&z0lVlNC �
Aj ZONIN� t?�SIGNATIQN G'� S) FUTURE I.AND USE D�5tGNA'f10N G"c,� _
C} ExistingUse{s) 0�40 {�i�STAuRAN� DR� F-y T�►'tiLU
D) PropasedUse(s),asapplicabiea�� R�S7�IuRAN't pR�v��T►�iRU �taOa—PRa�-OFf�G�S
UI. OWN�RjAPPLlCANT ACKNOWL�DGEMENT A1�D CONS�N7' �
Consent statement(#o tse completed if ownsr is using an agent)
I/we, the awners, hereby give consent to M�nC VkNtVR1A to act on my/aur
behalf to submft this application,al1 required materia!and documents,and attend and represent me/us at al1 mee�tings
and public hearings pertaining to the application and property(/we awn described in the appiication.
By signing this document, t/we aff3rrr�that Ijwe understand and wili compfy witl� the provlsions and regulations of the
Village of Tequesta, �lorida Code of Ordinances. liwe further cer�i�fy that all of the information contained in this
appltcation and ail thP documentation submitted is true to fihe bes#of my/aur knowledge
._.�.�sh � .��ijtZ�e
Owner's Name(please print) Applican /A ei t s Name e print)
�"-- , , ' �__~ --' ,
Owner s Signature Ap}�lican gent Si
`� ����""t 7 �6 '
Date Date
1V. APPLlCATiOfat EE�S �
(1) J�evlew b�the Planning and Zoning 8oard. The Community Deve(opmenfi Director or designee shail submit
such appllcation far Pianning and Zaning Board review wi#hin 45 clays of receipt of a completed application.
Fee: A)$3Q0.00 (f(nal�pproval� OR B)$500.Q0(recomm�ndatic�n#o Village Council}
(2) 1�eview by Vfl/ag� Goancil. Within 45 days nf review by the Pianning and Zoning Board, the Community
Deve{opment DirecYor or designee shall then submit such application, including the recommendations of the
Planning and Zoning Board,for Vil{age Councii revfew.
Fe�:a$300.00 fee plus an addifiional fee based on the estimated cost of wark appiies.
To cover a11 additional administrative costs, actuai or anticipated, {ncluding, but not limited to, engineering fees,
consultant fees and speclai studies,the app�icant shall compensate the village for al!such costs pr(or to the processing of
4he appiicatlon ar not later than 30 days after flna!appBcation approval whichever is determined as appropriate by the
viilage.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy
or completion.
Costs associated with advertising for public hearings and other gublic notice requirements are the responsibility of the
appiicant.Tl�e fee shall be pald prior to such applicaYion being scheduled for a publtc hearing requiring notice.
Owner's Signature to Acicnowledge
2
6/28/2017 www.co.palm-beach.fl.us/papa/AspslPropertyDetaillPropertyPrintNew.aspx9pvafue=y&p er�iiy=804340300000t0210
Property_i?etail
Parcel Contro)Number: 6 04 3 403 0000 01 0 2 1 0 Location.Address: 722 N U5 HIGHWAY 1
.
Qwners: 7AMEAST TEQUESTA L7D �
Mailing Address: 1340 BRUCKNER BLVD,BRONX NY 10459 386G �
�
Last Sale: Not available §ook/page#: 3 0725 /1993 Price: .Not availabie ti
Le al Descri�tion, 30•40-43.NLY 18G.99 fT OF SLY256.99 FT Of WLY 154.33 FT OF ELY i 74.33 FT OF GOV LT} LYG W OF SR 5 "
g.: ... . .,�..... . . .. .. .. . . . ,. ..._. ... -... : .. ,.. •
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2016 Values(Currerit} � Oi 6 7axes �
.. . .. . ... . ... . ..: ._
Improvement Vaiue 5456,843 Ad Valorem �1�3,2G3 �
Land Value 5463,538 Non Ad Valorem S3,$39 �
Totai t�iarket Value 5920,381 Total Tax �23,7 02 y
Assessed Value 5920,381 2016 Qualified Exemptions y
. �
Exemption Amount $Q No Details Found �
Taxable Value 5920,381 �Pp�icants �
.. . . . .. . . _. . .. . .
AIf values are as of ani�ar 1 st;:ac!•� ear No Details Found �
Buiiding Footprint(6ui{din� 1) , ,ubare�and Square Foutage.tBi�ftding t) �
o.
. . ., ,Z FOOD FRANCHISf 1 3298 �
' . ". TuYalSquare Footage: 3298 d
Z' Extra Features.
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x . . PAVING-ASPHALT 9451 z
' : ;,; PAVING ASPHALT 1240 �
1's � (3398)� . ' " . O
• .. z� WALKWAY-CONCREfE 480 W
,.. .. . WALL '3 85 �'
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numbc:r�>r ottu:r measurement. Q
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Dorothy 7acks,CFA,AAS PALM BEACH COUfV7Y PROPERTY APpRAISER www.pbcgov.org/PAPA 6/2�12�1�
http:!/www.co.palm-beach.fl.uslpapalAspslPropertyDetaillPropertyPrir�tNew aspx?pvalue=y8p entity=60434030�00010210 1/i
11870 W State Rd 84.C14
. Davie Fiorida 33325
, , Phone: 954 423 1362
CG - 0060448
VENTURA AA - 0003123
LETTER OF CLARIFICATION
Street Address: 722 US Highway 1,Tequesta, FL 33469
Date: 08-09-2017
The scope of work for this project is to convert a vacant Wendy's building to a Dunkin' Donuts.
• Exteriar elevations should be redeveloped as per sheets EL-1 and EL-2. New paint throughout
exteriar, brick veneer at selective locations see EL-1, EL-2,and see attached brick sample.
• Monoliths at the drive thru and front entrance shall be extended to 21'-2" (see EL-2 for exterior
finish schedule to identified calor).
• New building sign at the front entrance see 2.0 on El-1, EI-2,and page 2 of signage package.
• Clearance poles on the north and west side of the building shall be added as per location on
1/SP-1 and page S on signage package.
� Exterior monument sign shall be replaced with Dunkin Donuts monument sign.See page 6 of
signage package(by Kemp Signs and Service),3/SP-1 and El-2{see EL-2 for exterior finish
schedule to identified color)
• Exterior menu board shall be replaced with Qunkin Donuts menu board.See page 4 of signage
package(by Kemp Si�ns and Service}
• A redeveloped exterior canopy shall be added over the drive thru window on the south
elevation of the building.See attached Uni-structure�le for details and see 1.0/EL-2 for location
and color spec(see EL-2 for exteriar finish schedule to identified color)
• Exterior dumpster on the south west corner of the building,sha{4 be repainted as per elevation
5,6,7,8 of EL-2(see EL-2 for exterior finish schedule to identified color}
� Exterior lighting fixture shall be replaced with PROGRESS LIGHTING_P5674-20jP5675-20.See
attached spec sheet P5674-20/P5675-20
Thank You,
Michael Ventura,Architect
AR 0016152
RUBIANO HOLDINGS INC.
5401 N. M I LITARY TRAI L
RIVIERA BEACH, FL.33407 9/05/2017
TO WHOM IT MAY CONCERN;
I authorize Ventura Architecture and Development Inc. with an address
of 11870 state rd. 84 C14 Davie, Florida 33325 to act as an applicant for
the Dunkin Donuts` development project at 722 US Highway 1 North
Tequesta, Florida 33469. They are authorized by me to pick up and
deliver any and all documents and permits related to this project.
Please call with any further concerns or questions 561-758-8346.
Best Regards,
Steve Rubiano � . �--
�-'
i
Int. Cl.: 43
Prior U.S. Cis.: 100 and 101
Reg. No. 3,282,27$
United States Patent and Trademark Office Registered Aug.2�,a.om
SERVICE MARK
PRINCIPAL REGISTER
�
�
�
�O
DD IP HOLDER LLC (DELAWARE LTD LIAB OCCURRENCE OF THE LETTER D IItiT THE WORD
CO} DD. THE COLOR PINK APPEARS II�T THE RIGHT
130 ROYALL STREET SIDE OF THE RECTAI�GLE AIti'D IN THE SECOND
CANTOI�,MA 02021 OCCURRENCE OF THE LETTER D IN THE WORD
DD.THE COLOR BROWI�APPEARS II�THE OUT-
FOR: RESTAURANT SER��ICES, CAFE SER�'I- LIrE OF THE CUP,INSIDE THE TOP OF THE CUP
CES, SNACK BAR SERVICES, CARRP-OUT FOOD AI�D II�THE RISING STEAM.THE COLOR WHITE
SERVICES,II�CLASS 43(U.S.CLS.100 AND 101). AppEARS II�SIDE THE CUP,IN THE OUTLINE OF
THE CUP AND II`T THE BACKGROTJND OF THE
FIRST USE 8-23-2006;IN COMMERCE 8-23-2006. MARK.
OWI�ER OF U.S. REG. NOS. 2,748,147, 2,751,009
AIVD OTHERS. THE MARK CONSISTS OF A CUP BEARING THE
THE COLOR(S) ORANGE. PI1�K, WHITE AND LETTERS DD FROM WHICH STEAM IS RISING,
BROWIti IS:ARE CLAIMED AS A FEATURE OF THE SUPERIMPOSED OI�A RECTANGLE WITH ROUN-
MARK. DED EDGES.
SER.NO.�7-079,015,FILED 1-9-2007.
THE COLOR ORAI�TGE APPEARS IN THE LEFT
SIDE OF 'I'HE RECTANGLE AND IN THE FIRST W�ODROW HARTZOG,EXAMIKING ATTORI�EY
� ���L� ��
�� � '
�,�. P�
� xc
��itetr �t�te� �atent a.nb �rab�etc��r� 4�ftice �
,
Reg. Nd. 4����,316 DD IP HOLDER LLC(DELA�VARL LIMITED LIABILITY COh�IPANY)
130 ROYALI,STREET
Registered Sep. 9,2014 c�NTorr,n�a ozo2i
Illt. CIS.: ZS�3O�32,35 FOR: APRONS,CAPS,JACKETS; SHIRTS,T-SHIRTS,VISORS, HEADBANDS,IN CLASS
and 43 zs�u.s.cLs.zz aND�9�.
F1RST USE 72-31-1998;IN COMiVIERCE 12-31-1998.
TRADEMARK
FQR:DOUGHNiITS A:VD BAKF,RY PRODUCTS;COOKIES;CAKES;PIES;IviiIFFINS;PLAIN,
SERVICEMARK GLAZED,COATEDADIDFILLEDFRIEDCAKES;BAGELS;SANDWICHES;PIZZA;SUGAR;
FLOUR; FLAVORING EX1'RACTS; CONFF,CTIONERY CHIPS FOR BAKING; HONEY;
PRINCIPAL REGISTER YEAST; BAKING-POWDER; CUSTARD-BASED FILLINGS FOR CAKES AND PIES;
CHOCOLA'I'E-BASEll FILLINGS FOR CAKES AND YlES;CHOCOLA'TE-BASED TOPYING;
COFFEEAND COFFEE-BASED BEVERAGES;TEA AND TEA-BASED BEVERAG�S;COCOA
AND COCOA-13ASED BEVEI2AGES; COFFEE-BASEll ICEll BEVERAGES, NAMELY,
COFFEE-FLAVORED SLUSH-TYP�DRINKS,IN CLASS 30(U.S.CL.46).
FIRST US�6-20-1976;IN COMMLRCE 8-15-1976.
FOR: FRUIT DRINKS AND FRtiIT NICES; FRUIT-FLAVORED SLUSH-TYPE DRINKS;
S�vIDOTHIES;COFFEE-FLAVORED SOFTDRINKS;SYKUPSAND OTHER PREPARATIONS,
�FN.T,,�pTR CONCENTRATES,AND PO�'VDERS FOR MAKING SOFT DRINKS AND FRUIT DRINKS,
��S¢P � ��� IN CLASS 32(U.S.CLS.45,4G AND 48).
��' "�
4 � FIRS"P USE 5-8-2001;IN COMMERCE 5-8-2001.
F .�
i `n
� , m
o FOR:FRANCHISING SERVICES,NAMELY,OFFEffiNG TECHNICAL ASSISTt1NCE IN THE
�'A,k �e�w ESTABLISHMENT AND OPERATION OF FRANCHISED RESTAURANTS, DONUT AND
�En�roeca'^b COFFEESHOPS,ANDOTHERFOODESTABLISHMENTSANDRESTAliRANTS,INCLASS
35{U.S.CLS.100,101 AND 102).
FIRST USE 10-21-1979;IN COMMERCE 10-21-1979.
�'��' � � FOR:RESTAURANT SERVICES;CAFE SERVICES;SNACK BAR SERVICES;FAST-FOOD
Deput�Director of the United State� �;S"IAURANT SERVICES,IN CLASS 43(li.S.CLS.100 ANll 101).
Patent end Trademark Office
Reg.N0.4�6��,316 FIRST iJSE 6-20-1976;IN COMMF,RCE 8-I 5-1976.
OR'NER OF U.S.REG.I�TOS.1,148,165,3,868,634 AND OTHF.,RS.
THE COi,OR(S)ORANGE AND PINK IS/ARF,CI.AIMEDAS A 1�F;ATURF,OF THE iviARK.
'VO CLAIM IS MADE TO"I'HE EXCLUSIVE RIUHT'TO USE"DONUTS"WITH I2F,GAKll TO
CLASSES 30,35 AND 43 ONLY,APART FROM THE MARK AS SHOWN.
THE MARK CONSISTS OF THE WORD "DUNKIN'" IN ORANGL OVER TFI� WQRD
"DONUTS"IN PINK.
SER.NO.86-133,724,FII,F,D 12-3-2013.
SUE LAR%RENCE,EXAMINING ATTORNEY
Page:2;RN#4,600,316
REQUIREMENTS TO MAInTAII��YOUR FEDERAL
TRADEMARK REGISTRATION
WARNING:YOUR REGISTRATION WILL BE CANCELLED IF YOU DO NOT FILE THE
DOCUMENTS BELOR'DURING THIE SPECIFIED TIME PERIODS.
Requirements in the First Ten Years*
What and When to File:
First Filing Deadline: You must file a Declaration of Use(or Excusable Nonuse)beri�een the
Sth and 6th years after the registration date. See 15 U.S.C.§§1058,1141k. If the deciaration is
accepted,the registration will continue in force for the remainder of the ten-year period,calculated
from the registration date,unless ca�icelled by an order of the Coimiussioner for Trademarks or a
federalcourt.
Seeond Filing Deuctline: You must file a Declaration of Use(or Excusable Nonuse)and an
Application 1or Renewal between the 9th and lOth years after the registration date.*
See 15 U.S.C.§1059.
Requirements in Successive Ten-Year Periads*
What and When to File:
You must file a Declaration ofUse(or Excusable Nomise) and anAppiication for Renewal between
e��ery 9th and lOth-year period,calculated from the registrauon date.*
Grace Period Filings*
The above docuznents will be accepted as tiinely if filed«�ithin six months after the deadliues listed abovc
with the payment of an additional fee.
The United States Patent and Trademark Office(USPTO)wiIl NOT send you any future notice or
reminder of these filing requirements.
*ATTENTION vIADRID PROTOCOL REGISTRANTS: The holder of an iuternational registration with
an extension of protection to the United States under the Madrid Protocol must tnnely file the Deciarations
of Use(or ExcusaUle Nonuse)referenced above directly�uith the USPTO.The time periods for filing a�•e
based on the U.S.registration date(not the international registration date). The deadlines and grace�eriods
for the Deciarations of Use(or Excusable Nonuse)are identical to those for natioually issued registratious.
See I 5 U.S.C.§§1058,I 141k. However,owners of inten�ationai registrations do not file rene�val ap�lications
at the USPTO. Instead, the hoider must file a reneu�al of tl�e underlying international registration at the
International Bureau of the World Intellech�al Properry Organization,under Article 7 of the Macirid Protocol,
before the exp'vation of each ten-year term of pratection, calculated from the date of the international
registration. S'ee I S U.S.0§1141 j. For more infonnation and renewal foi7ns forthe international registration,
see http:l/www.u�ipo.int/madrid/en/.
nOTE: Fees and requirements for maintaining registrafions are subject to change. Please check the
USPTO website for further information. VYith the exception of renewal applications for regictered
extensions of protection,you can file the registration maintenance documents referenced abo��e online
at http:/Iwww.uspto.gov.
Page:3/RN#4,600,316
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P5675-20
Cylinder �
5" up/down cylinder with heavy duty aluminum construction and die cast Width: 5"
wall bracket. Powder coated finish.Wet location listed when used with P8799 top Height: 14"
cover lens Depth: 7-7/8"
H/CTR: 7"
Category: Outdoor
Finish:Antique Bronze(powdercoat)
Construction: Cast aluminum construction
metal shade
� . . •.• • e •• � •
Wall mounted Pre-wired Quantity:2 cCSAus Damp location listed
75W PAR-30 or BR-30 location listed
Mounting strap for outlet box 6"of wire supplied
included Medium base porcelain sockets 1 year warranty
120V '
Back plate covers a standard 4" Companion fixtures are available
hexagonal recessed outlet box
4-1/2" sq. ,
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701 Millennium Blvd. Greenville, South Carolina 29607 www.progresslighting.com Rev. 06/16
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_ .. � "'��� CONSTRUCTION TYPE: TYPE VB davie,florida 33325
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'7 DIRECTIONAL SIGN DETAILS ` I' . `�t � ��` � i _ '�r �.+ F , SPRINKLERED: NO phone.�954) 423-1362
r riTs No�E � E'ti �-:3 - ' V21ltUfCl-dfChlt2CtUle.COfTI
— - � .�w ,� � � �.` SQUARE FOOTAGE
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SPF.AKER POST - S . - 1 � � Y � ��I I y ' A A 0 0 0 3 � L 3
' coNoui* h+�N�BonRo � A8�`"� f `?;�p�, � � • �j ,' � TOTAL BUILDING AREA: 3,278.00 SQ.FT.
��. �Lpy� t SURFACF GF VEMiCLE �'"��.-.. x�$7�� ` • 'C.' a5 �
���� � �, �,, „ T.� �j �,,,, � DUNKIN'DONUT:(OCCUPANCY:ASSEMBLY A-3) 2,323.00 SQ.FT. �
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' FUTURE 1 FOOTIVG � � t .•�a • .\ A L. ::(; - - t .�..'.
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ldiiH t..s ! 1 • ti . . ' �`' , r
f , � � ';�E�ECTRiuA,� �� ���,,- ■ '.�, SEATING AREA 465.8 SQ.FT.I 15 NET= 31.1 PERSONS
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�I •Open front doors to access menu grids anc) 3• n�-I_ALUMINUfvt f'OSl'MEMBFRS St InLL[3E ALUMWUM ALLOY TYPE 6063-Tfi MIN.
POP images 4. AI.L STEEL POST MEME3ERS SNAI.L B[R36 MIN.
•Remove POP frames or menu grids ro 5. nLL CONCRE I L'SHALL HAVE A MINIMUM COMPRF_SSIVL STRENGI H OF 30Q0 PSI/�ND
A access lamps and ballasts INCLUDE 0.18%BY VOLUME 01=FIBER MESH ADDITIVE
Weight(approxJ: b• STFEL REINFORCEMENT:ALL REINFORCEMENT SHALL BF DEFOf2MED EiARS OF
GE75 l-.:.% ,� -.i1411'IG KEEPS YOU RUNNING INTERMEDiATF GRf�UE NE:W BILLET STEEL CONFORMING TO CURRENT I2FQUIRLMFNTS
I �5591bs. OF'ASTM A615,GRADE 60(U.N.O.),FREE FROM OIL,LOOSE SC{1LE AND RUST.
► 1'3 1/4" - REINFORCEMENT SHALL E3E L3ENT,LAPPEQ,PLACED,SUPPORTED AND FASTFNFD
ACCORDING"(O'fHE"/1CI DGT/11LING MANUAL"AND nCl 318. ALL 51'EEL SHAI.L BE
� SECURFLY HELD IN{'L�CF DUIliNG PdURING QF CONCRFTE.IF REQLJIRLL?,AUDI TIONAL
t3ARS SHALL E3E PROVIDED DY I HE GENER1IL CQNTRACTOR TO FURNISH SUPPORT
; FOR 11LL BARS.MINIMU(v1 3°FDGE DISTANCE FROM ANY CONCRFTE FACf_FOR AI,L BnRS
; AM COM�O PM COMDO
TnANsutesltv TflANSLITESIN UNLESS O'I'HERWISE NOTFD IN TH[DF2AWING.
Imayeprovlded pOCKETCARRIERS POCKETc:AF�(ilERS Imageprovided ELECTRICAL SPECIFICATIONS 7. INTEGRITY AND CERTIFICA�lION OF THG ATTACHMENT OF Thl[SIGN TO'(HE FRAMING
5'-3 1 1/16" 6r���k�� SHALL BE BY THE MANUf=ACTURER
by Dunk�n' M1tarketmy La m ps:
tnarketcnq $. SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF'1'HIS
N •(8)F040/741 60"40-Watt4700K SPECIFICATION BY CONTRl1CfOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINFFR
MEt�Uc�RaKsi�o"" ""siis°fc��nPu"u �unv�raos�onr�cr�u �"�su4i'°ci�ofo`"u E3aIlaSCs: FOR ALL COS7&DAMAGES INCLUDING LEGAL FEES&APPELL/\TE FEES RESUI.TING FROM
a �(4)Fulham WHS Mnl'ERIAL FABRICATION,SYSTEM ERECTION,CONSTRUCTION PRACTICES BFYOND THAT
+ WHICH IS CALLED f=OR BY LOC�L,STATE,&FEUERAL GODES&FROM DEVIA710NS OF THIS
Line Load:
I •4.6 Amps @ 7 20 V PLAN.
i 9. THIS DOCUMENT tS GENERIC F�ND OOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE.
•(1)20 Amp cicuit,60 Hz
INF�RMATION CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPLIED QATAAND
Irnagepiovidecl 'mbyt)nkined COLOR SPECIFICATIONS MEASUIlGMENTS.LNGINEERING EXPRESS ShiALL NOT BE HELD RESPONSIBLE OR
byou�k�n __.._____ _.___. _--- Ma�kedn�� LIABLE IN ANY WAY FOR ERRONEOUS OR IN/1CCURATE DA7AOR MEASUREMENTS.
MarRciinq — � — -...-. .
T �__ . ,.: . --_ � BM 2116-10 Nightshade Brown semi-yloss DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FQRCES AND OTHER DESIGN CRITERIA.
___ --- • PMS 165C Orange THEY MAY VARY SUGHTLY,BUT MUST REMAIN WITHIN THE UMITATIONS SPECIFIED HERFIN.
• PMS 219C Raspberry WORK SHALL BE f-IELP VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.ENGINEERING
---- 4 x 4 pole EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK
UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICA710N OF
WP 20 A1�iF' EXISTING FIELD CONDITIONS AND FABRICATtON AND WSTALLATION
��-��� OF MATERIALS.ALTERATIONS OR ADDITIONS TO 7HIS DOCUMENT ARE NOT PERMITTED
DISCONfJEi;I AND INVALIDATE OUR CERTIFICATION.
5/8"Thick Mounting Plate --.__ SWITCH t_OC.lYF' 10.EXCEPTAS EXPi2ESSL.Y PROVIDGD HEREIN,NOADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
SIDE VIEW FRONT VIEW NTs __ - ��GORDON M DIBATfISTO,PE
FRONT VIEW ; r� , ENGINEERING �p PEl82328
- 3i4"x 30" ` � �' .EXPRESS� �a
f
- "' ;� �. � we � � CORPORATEOFFICE: �'�
' + �'� Anchor Bolts C }l 31.73 SF MENU COPY 160 SW 12th AVE, SUITE 106 �;
, �., ' ��� �> � �i 5.125(EACH)OPTION�IL FLIPPERS DEERFIELD BEACH, FL 33442 �i
� ,��� �!
_ �6�5 `' 41.98 TOTAL SF (WITH BOTH FLIPPERS) P:S95d)351-0660 F:(954)354-0443 �z �
_ � ` ' E: HELLO(�ENGlNEERiNGIXPRESS.COM Z�
1�2�� Min. pVCi "'� `��" J 42 SF INSTAP_L.L�D PRGVIOUSLY - ENGINEERINGEXPRESS.�OM �Z
„ �, CERT OF AUTH#9885 �o
u�u n�n �
18" below grade ----_ _ ___ __ _ - -
<� ,f� (,;'> _ _ _
_ I_ PRIMARY WIRE SIZE-#12 THWN
_—__,�ro. - DISCONNECT SWITCH-AT BASE OF SIGN,�fIMECLOCK F�T PANEL ROOM
MAXIMUM LOAD- 16 AMPS 120 VOLTS PER CIRCUIT MAXIMUM CIRCUIT SIZE
- 9� -- 20 AMPS PER NEC 600-6A
BASE PLATE DETAIL SOCK6 fS-KULKA�an;�or�EQuiv.
CONDUIT-MINIMUM 1/2"
Basc Pl.itr. U2 Thick SC�I�STAfEMENT ALL COMPONEN�(S SHA�L BE U.L.11PPROVED
vis��nl inspection in�iicafr,�s?,000 F.S.f, BALI_A51'SHEILL HAVE INDEPENDENT U.L.APPROVAL(FUS�D WHERE REQUIRED)
� 3� � (or which f�vtings ore desi�ned.I(c� AL.L INSTnLIATiONS SHALI.BE IN COMPI..IANCE Wll�t-I N.6.C.AND STATE COUNTY
hearing capacily c�f Iess ihan 2.00U P.S.F. AND LQCAI_CODES
is eiicountered at sit�,tf�e engineer sho�id F�LI_SfGNS SH6tL�BE BONDED TO BUILC?ING EQUIPMENT BONDING CONf�UCTOR
b�nc>tified before proc.eeding wifh work. PER N.E.C.250 __
. .r._.__...��.r5rs��
- 1740 HILL AVENUE CUSTOMER: SALES PERSON: � CO�YRIGHT �o�� REVISION:
� DUNKIN DONUTS eY NEMP SIGN & tti oo.00.00
�'"'"�► � � WEST PALM BEACH, FL• SERVICE. ALL ��1 OO.00.OU
722 US-1 DRAWN BY: RYAN PARENTE RiGI1TSRE5ER4ED
� 11100.00.00 ---- - ---
� 33407 TEQUESTA, FL 33469 SCALE:AS NOTED ALL ELECTRiCAL �� oo.00.00
561-84�-6382 � TO OE U.L.IISfEO CUSTOMER APPROVAL: DATE:
SIGNS AND SERVICE DATE DRAWN: coMroNenrsnNo
(FAX) 561-840-6385 09.01.17 � NFE.CLS ANDAt1DS C�x L7
..� -
:t��
� • � � � . � • ; �,
� �.�•
..� .-- -----_
SIDE ELEVATION f=RONT ELEVA�ION ENGINEER NOTES_;
1(2-13 BOLTS, c�s si iow,�rRonn ni�r�aoncf��
1. THIS SYSTEM HAS Q[EN DESIGNED AND SHALL BE FA[3RICATED IN ACCORDANCC-
NUTSAND � — 48 ! WIT'H THE REQUIR[MEN'fS OF THE FLORIbA BUII.DWG COOF.5Tfi�UITION(?.01�ij.
� �Z 2. DES'IGN BASED ON ASCE 7-10 USING V(ult)_=.____,MPFi,V(asd)- MPH
WASHERS � �Q . F�� EXPOSURE'C,R�SK CAT[CO(2Y I,USING THE 'SOI.ID FREESTANDWG WALLS AND 50LID
�}�I �i�;l ,� 6 FRFESTANDWG SIGNS METffOD'.U%OPEN USED W CALCULATIONS {V/asd=Vlult'��0.6)
._v__� POLE WEIGHT�H�I LBS .._. --_. ___ 3. ALI_ALUMINUM POST MEME3ERS SNALL 6E ALUMINUM ALLOY fYPL GOG3-76 MIN.
- --.__.
_. .;-._
� " �• . � ' 4. ALL STECL POST MEMBERS 51�tA1!_E3E A36 MIN.
, �
�- - °.-- --._._—�_. _.-- �.
�. ALL CONCR[1"E SHAI_I_HAVE A MINIMUM COMPRESSIVE STRENGTN OF 3000 PSI AND
I � �:,i�tc«�!octive `LIFTING LUGS(2� � INCLUDE 0.18%BY VOLUME OF FtBEIt MFSH ADDITIVL
v�nyl copy,centered REMOVE AFTEP 6. STEEL REINFORCEMENT:ALL REINFORCEMENT SNALL BE DE(=ORMED BF�RS OF
�NOTE:INSTALLER TO PROVIDE INSTALL N,'hite bottom INTERMEDIATF GRADE NEW BII.LET STEEL CONFORMING TO CURRFNT REQUIRFMEN TS
with recessed
AND APPLY A COATING OF , lic�hls REINFORCEMENT SHAILOBE B O T,LAPPED P�LACE[7,OSOUPPORTED ANQ AST[NFD
� ; 318'-16 BOLTS
� GREASE TO SLEEVE&BEARtNG ACCORDING TO THE"ACI DETAILING MANUAL"AND ACI 318. ALL S I C:F..I_SHALL E3E
�''�'_�� PLATES AT TIME OF INSTALLATION. �� �� �� SECURFLY HCLD IN PLACE DURING POUFIING OF CONCRETE. IF f2EQU1RED,ADDITIONAL
�__ 1 1/2 X3 X1/8 WALL � BARS SHf1LL BE PROVIDED BY THL=GENERAL CONTRACTOR TO FURNISH SUPPORI'
�-' �'SPRING I'ivot FOR A�L BARS.MINIMUM 3"EDGE DISTANCL-:Ff20M ANY CONCRFTE FACE FOR ALL E3ARS
� BRACKET WELDED STEEL 7UBE �oint
FRAME UNLESS OTHERWISE NOTED IN THE DRAWING.
7. INTEGWTY AND CERTIFICAI�ION OF TNE ATTACHMENT OF THE SIGN TO THE FRAMING
SHALL DE BY TNE MANUFACTURER
��XE°X3/16��WALL Optional 'I O"I 8. SEAL AFFIXED HERETO VALIDATES S�(RUCTURAL OESIGN AS SHOWN ONL.Y. USE OF THIS
SQ. STEEL TUBE speaker mtd. �p$ FOR AILL CO�&DAMAGES NCLUDING LIFG�AL^FGE'S&APPELL/1T[FEES RESUI T NG F OM
on canopy post
TO MATERIA�FABRICATION,SYSTEM ERECTION,CONSTRUCTION PRnCTICFS BEYOND THAT
NOTE: TO HOLD 9'-0"CLEARANCE TO GRADE, WEATHER PROOF JUNCTION GRADE P ANH IS CALLED FOR BY L.00AL,S7ATE,&FEDERAL CODES&FROM DEVIATIONS OF 1 HIS
j ' i HE POLE HAS BEEN DESIGNED TO ACCOUNT 3'X 4"NANDHOLEWI BOX BY INSTALIER 9. TNIS DOCUMENT IS GENERIC F�ND DOES NOT PERT/11N TO ANY SPECIFIC PROJECT SITE.
� COVERATBACKOFPOLE INFORMATION CONTAWED HEREIN IS BASED ON CONTf�ACTOR-SUPPLIED DATAAND
, ' I OR A B"IT�CURB, ANY VARIATION TO THE MEASUREMENTS. ENG WFERWG EXPRESS SHALL NO7 BE HELD RESPONSIBLE OR
ACTUAL PLACEMENT OF THE CANOPY,WILL , �2"CONDUIT UABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR M[ASUREMENTS.
i 6'ANCHOR BOLT OIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND O7HGR DESIGN CRITERIA.
f�EQUIRE SOME MODIFICATION TO THE FOOTING pROJECTION PROJECTION THEY MAY VARY SLIGHTLY,BUT MUS7 REMAIN WITHIN 7HE UMI7ATIONS SPECIFIED HEREIN.
' i 0 INSURE THAT THE 9�-O��CLEARANCE IS HELD. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.ENGIN[ERING
� �'�3r� �� CURB THIS IS THE RESPONSIBILITY OF THE INSTALLER, EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WOR{<
� UPON DISCOVERY OF ANY INACCURAI"E INFORMATION PRIOR TO MODIFICATION OF
( � � � EXISTING FIELO CONOITIONS AND FABRICATION AND INSTALI.ATION
� � GRADE r� FOOTING � O`MATERIALS.ALTERATIONS OR ADDITIONS TO THIS DdCUMENTARE NOT PERMITTED
!� � � , � , � AND INVALIDATE OUR CERTIFICATION.
1Q. FXCEPTAS EXPRESSLY PROVIDED HEREIN,NOl1DDi"TIONAL CERTIFICATIONS OR
... n AFFIRMA710NS ARE INTENDED.
DOUBLENUTS(GALV.} TORQUENUTSTO GENERALSPECIFICATIONS:
69 FT.LBS. /� L " ELECTRICAL Materials: -- i�GORDON M D18ATTISTD,aE
FLATWASHER ' � � � Tube steei column&s[eel canopy frame; � ENGINEERING �s PE!82328
, p PER CODE 5"sintra letters;Pivoting hardware w/ EXPRESS�y �o
� � / �- n spring assembly; Steel mt9.plates and �p
314"DIA.ANCHOR BOLTS --- o end caps as required;ttecessed lighting
40��L6,(4}REQ�D. CORPORATE OFFICE: '�
� ° Decoration:Vinyltstsurface 160 SW 12th AVE� SUITE 106 �3
NOTE: INSTALLER MUST BE SURE TO '��'•�•:;��'��.•,�. {KT02027B) ' _ A�P,5���,«<i:N�n DEERFIELD BEACH, FL 33442 ��
1,:�;';�:;.�" � Wei ht(EstJ: P:{954)354-0660 f:(954)354-0443 �z
SHIM CANOPY PLATE AT BOTTOM,AND l VELING � p y E: HELLO�ENGINEERINGIXPRESS.COM z<
ADJUST ANCHOR BOLTS AT 801TOM OF NUT ( •Crated:(TBE) �
•Uncrated:(TE3C:) — ENGINEERINGEXPRES5:EOM �Z
———--� CERTOF AUTH C9885 �b _
COLUMN SO THAT THE CANOPY SITS + 2'-0"DIA,
WITH A 118"I FT FALL FROM OPEN SIDE TO POLE p e�EcrRicA� - ---
SIDE SO WATERWILL DRAIN OFF POLE SIDE. ' ulum��,ac�on: PRIMARY WIRE SIZE-t�12 THWN
— -- — •Recessr.dcanli9htsundercanopy(4) DISCONNECT SWITCH-AT BASE OF SIGN, TIMECLOCKAT 1'ANEL RQOM
CANOPYORIENTATIOy iinc�.o,�i: MAXIMUM LOAD- 16AMPS 12U VOI.TS PER CIRCUIT MF�XIMUM CIRCUIT SIZF
— -•—�Q" .s n�»�5ca izovnc 20 AMPS PER NEC 600-6F�
~ •(71zoAmpcirr�nt SOCKETS-KULKl�5843 OR EQUIV.
5 COLORS: CONDUIT-MINIMUM 1/2"
__ _ + � � i. nll�xposedsurFaces: ALL COMPONENTS SHALL BE U.l_.APPROVED
T"• �� � ��, PMS 1GSCOrange;Fxccplinn-undc�sidc [3qLLAST SHALL.HAV�WDEPENDENT U.L nPPROVA�(FUSED WHERE REQUIRED)
- - -� �O�i �" ofc�nopyptd.white ALL INSTAL�ATIONS SFIAI_L E3E IN COMPLIANCF WITH N.E.G AND STATE COUNTY
_� � -�-�— `j`o'�p f I ci.enanNCF��-o••e���y: AND IOCAL CODES
� Whitc reflectivr.vinyl ALL SIGNS SHALL BF BONDED TO BUILDING FC�UIPMENT F30NDING GONDUCTOR
e•"��`"+` ORDER I IERE Lettcrs:
r�e�s iesto�,,ny�r PER N.E.C.250
1740 HILL AVENUE CUSTOMER_ SALES PERSON_ �oPYR,�„T Zolb REVISION:
�,� DUNKIN DONUTS � BY KEMV S1GN & ��oo.00.00
�'"""�"" """' "'"'"�'1 '"�t WEST PALM BEACH, FL SERVICE. ALl
' 722 US-1 DRAWN BY: RY�iN PARENTE RIGHTSRESERVED �� oo.00.00
_ ����I� 33407 TEQUESTA, FL 33469 SCALE:AS NOTED n« ELECTRICqI ►�� oo.00.00 _________ ______ ______
561-S4O-6382 TO BE Il.l.LISTED CUSTOMER APPROVAL: DATE:
SIGNS AND SERVICE D_ATE DRAWN: uI COMVONENTSAND C x
(FAX) 561-840-6385 oy.o�.�� � N E CLSTANDARDS xl ❑
co.asw��r►3.:._zra_. -.M_:.<-_. . . . . ,.__ . ..._ . . - _ ., . ._
� ,`
, � • •
ENGINEER NOTES:
112-13 BOLTS, 1. �I HIS SYSTEM HAS 13[EN DESIGNED AND StiAL.L BE FABIlICAT[D IN ACCORDANCE
NUTS AND �. _— --- 72 - ----- WITH TI IE REQUIRLMGNTS OF THF FLOKIDA BUILDING CODE 5TH EDITION(�014).
WASHERS SIUE ELEVATION FRONT ELEVA(IUN 2. �EsicN�ASF�oN nsc�i-�o usiN�v���i�>-___ nnPF�,v(�sd)-___ Mr�f i
EXPOSURE'C,RISI<CATEGORY I,USING TFIE 'SOLID PR�ESTANDING WALLS AND SOLIb
(f�S SI10WN FRONI!�f'{'IZC7ACH) 6 PREESI'ANDING SIGNS ME1 t lOD'.0%OPEN US�D W CALCUT ATIONS.(V/asd=V/ult`�+O.G)
___._..____._�._ 3. Al.l_At.UMINUM POST MGbif3ERS SI fAI.L BE�LUMINUMl�LLOY TYPE 6063-T6 PAIN.
-�—� + r �. I ���(� � ` A. ALL STEEL POS 1'MFMEiERS SHALL(3E A36 MIN.
�� .,Z:�i;'i�t ----�----- 5. ALL CONCREI E SHALL HAVF�MINIMUM COMPRESSIVE SfRCNGTH OF 3000 PSI/�Nf7
i 3"wh�te reflecf�v� \�LIFTING LUGS(Z) INCLUDE 0.18%BY VOLUMF OF FIBER MESH ADDI1lVE
� v�nyl copy,centered REMOVE AFTEP 6. STC-FL REWFORCFMFNT:ALL R[INFORCEMENT SHALL BE DEFORMED BARS OF
i NOTE:INSTALLER TQ PROVIDE INSTALL IN"fERMEDIA7L=GRAD[NEW 131LL�1'STFEL CONF'ORMING 1'O CURRENI'REQUIREMENTS
I /AND f1PPLY A COATING OF OP AS7M A615,Gf�F�UE 60(U.N.O.),FREE FROM OIL,I.nOSE SCALE AND RUST.
318"-16 BOLTS REINf"ORCEMENT SHAII.BE BENT,LAPPED,PLACED,SUPPOR'1"FQ AND�ASTENE�
� `' GREASE TO SL.EEVE&BEARING ACCORDING TO THE"ACI DFTAILING MANUAL"AND ACI 31F3. All_STC-EL SHAIL BE
I( '
I PLATES AT TIME OF INSTALLATION. '� SECUREI_Y HELD IN PLACE DURWG POURING OF CONCRETE. IF REQUIRED,ADDII�IONAL
- � , �,� 1 f3nRS SFIAt_l_BE PROVIDFD BY THG GENERAL COMI�fIACTOR TO FURNISH SUPPOR7
>PRING FOR ALL E�F�RS.MINIMUM 3"EDGE DISTnNCE FROM ANY CONCRETE FACE FOR ALL Bt\RS
ii ( BRACKET JO°'� UNLESS O��HERWISE NOl"ED IN THF DRAWING.
� 7. INTEGRITY AND CFRTIFICATION OF THE AT7nCHMFNT OF THE SIGN�I"O THE f=RAMWG
SHALL BE BY 7hl[MANUFACTURER
—'6��X6°X3/16��WALL 101 £3. SEALAFFIXED FIEREiTO VALIDATES 57RUC�UR�L DESIGN AS SHOWN ONLY. USE Oi�THIS
SPECI�ICATION[3Y CONTRACTOR,et.al. INDEMNIFI[S&SAVES HARMLESS THIS ENGINEER
SQ. STEEL TUBE �OH FOR ALl COST&DAMAGES INCLUDING I.F.GAL FEES&APPELIATF FEES RESULTING FROM
TO M/1TERIAi_FABRICF1710N,SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT
' NOTE: TO HOLD 9�•O"CIEARANCE TO GRADE, GRADE P��NF��S CAII.ED FOR BY LOCAI,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS
THE POLE HAS BEEN DESIGNED TO ACCOUNT J. THIS DOCUMENT IS GENERIC AND DOES NOT PERTA�N'f0 ANY SPECIFIC PROJECT SITE.
INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATAAND
FOR A 6°I�'�CURB, ANY VARIATION TO THE MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HEID RESPONSIBLE OR
ACTUAL PLACEMENT OF THE CANOPY,WILL LIABLE IN ANY WAY FOF2[RRONEOUS OR INACCURnTE DATA OR MEASUREMENTS.
6°ANCHORBOLT DIMENSIONSARE SFlOWN TO�LLUSTF2ATE DESIGN FURCESAND OTHER DESIGN CRIl�RIA.
I I REQUIRE S4ME MODIFlCATION TO THE FOOTING pROJECTION THEY MAY VARY SLIGHTLY,BUT MUS7 REMAIN WITHIN'f HE LIMITATIONS SPECIFIED f�iERFIN.
TO INSURE THAT THE 9�-O"CLEARANCE IS HELD. WORK SHALL BE FIELD VFRIFIED BY O7HERS PRtOR TO CQNSTRUCTION.�NGINEERING
i '� � �7 3�8 -- CURB EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUA7E OUR WORK
THIS IS THE RESPONSIBILITY OF THE INSTALLER. r �� UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICA710N OF
� I ` � — � EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
j ` / GRADE � � � � A�ND INVALlDATE OUR CERTNFIC�AT ON ITIONS TO THIS DOCUMENTARE NOT PERMITTED
/` /
10.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR
DOUBLE NUTS(GAIV.) TORQUE NUTSTO � � � GENERAL SPECIFICATIONS: AFFIRMATIONS�RE INTENDED.
69 FT.LBS. � � p Materials:
- - FL�TWASHER Tube steel column&steel canopy frame; __ ____ �<GORDON M DIBATTi5iO,PE
-_ '�� � p S"Sintra letters;Pivoting hardware w/ -` ; ENGINEERING �6 PE#82328
��—�-_ � n spring assembly; Steel mt9.plates and
� // 314"DIA.ANCHOR BOLTS f� ! r end caps as required;Recesscd lighting =� EXPR�SS`y �S
° Decoration:Vin yl 1 st surface
� 4 0��L G.(4)R E Q�D. 4� C O R P O R A T E O F F I C E: m
'��'•;�,';`'''��.,', � (KT020278� � AreaSquared:N/A 160 SW 12th AVE, SUITE 1a6 �;
�"'"�'�'��•''� nn Weight(Est.): DEERFIELD BEACH� FL 33442 �o
l VELING ' .Crated:iTBE) P�(954)354-0660 F:(954)354-0443 �z
NUT E; HELLO�ENGINEERINGIXPRESS.COM =r
•Uncrated:(Tfi6j {
,—— - ENGINEERINGEXPRBSS.COM �
�2�-O��DIA. y CERT OF AUTH�9885 �o __
NOTE: INSTALLER MUST BE SURE TO °
>
SNIM CANOPY PLATE AT BOTTOM,AND —
ADJUST ANCHQR BOLTS AT BOTTOM OF CANOPY ORIENTATION --10"
COLUMN SO THAT THE CANOPY SITS �
WITH A 118"!FT FALL FROM OPEN SIDE TO POLE n�` ' 5"
SIDE SO WATER WILL DRAIN OFF POLE SIDE. _ � � COLORS:
I� �" ' All expnsed surFaces:
_ _� .- T"'' PMSiGSCOrange;Lxception-underside
—- - _ .�ou �, nf canopY ptd.vrhite
��• I CILAttANCE4'-0"CopY:
� �f -- �-�� �° -`-' r� WhitereFlectivevinyl
"t°""'° ORDERHERCLet[ers:
—-—-— I PMS 155C Orange
—�
1740 HILL AVENUE CUSTOMER: SALES PERSON: �oPYH,�„p Zol� RevisioN: _ ___ ________
BY KEMP SIGN & �1 OO.00.00
+�� � """'7 """�'�1 WEST PALM BEACH FL. DUNKIN DONUTS �j SERVICE. ALL i�, oo.00.00
r DRAWN BY: RYAN PARENTE RIGHTSRESERVED
� �� 722 US-1 t�i oo.00.00
� 33407 TEQUESTA, FL 33469 SCALE:AS NOTED tE�oo.uo.00
-- - ----- ---___---
561'H4O-6382 DATE DRAWN: CUSTOMER APPROVAL: DATE:
SIGNS AND SERVICE (FpX) 561-840-6385 09.01.17 y�__ _ � 0
���-�t��.. . �.
. ti�1
1'-0"
ENGI_IVEER NOTES:
AREA OF � 1. I�FIIS SYSlCM HAS BEEN DLSIGNEDAND SI1AL1.f3l Fl18RICATED INACCOf2DANCE
� SEE EL-2 SIGN F ACE �1 f �. � 2. DGSIGN E3ASCU ON ASCF.7O0 1S NG V(ult)n 13UILD�N f CODEi)TH EDITIO�fi201�i).
FOL` � t�c� �� -- -`- --, ' y EiXPOSURE'C',F21SK CATEGORY I,USWG 1 f iL• 'SOLID Ftt[:FSTnNDING V�fALLSAND SOUn
� FREES"TANDING SIGNS METHOD'.0%OPEN USED IN CALCULATIONS. (V(asd=V/ult'�t0.6)
EXTERIOR �_ ' ♦ (�j� t � 3. f�l_LALUMINUMPUSfMEMBERSSfIALLBFALUMWUM�ILOY IYPE6D63-T6MIN.
P AI N T �� �� ��I N� - � t. ALI_STL-EL POST M[MBERS SHALL BL A36 MIN.
i' , � o, 5. ALI.CONCRETF SHALL Hl1VL A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND
�'�, ;v �v INCLUDG 0.18%BY VOLUMF..OF FIF3E:R MESFI F�DDITIVE
�' ,._�����T�
SCH ED U L� � �' j 6. 5(�EL REINFORCEMEN7:nLL RFINFORCEMFNT SFIALL BE DEFORMF.D QA(1S OF
INTERMEDIATF GRF�DL"-NLW BIL!_ET ST[EL CQNFORMING TO CUf2RFNT REC�UIREMENTS
DRIVE THRU I OF ASTM A615,GRADE 60(U.N.O.),FREE FROM OIL,LOOSE SCALE AND RUST.
�-_ -- -- - --- T REINFORCEMENT SHAIL(3E BENT,I.APP[U,PLACE�,SUPPORT[D AND FAST'LNED
�. nCCORDING TO THE"ACI DETAIUNG MANUAL"AND ACI 318. ALI.STEEL SHALL BE
I ,� � r ^ � S[CUREI.Y HELD IN PLACE DURING P�URING OF CONCRE'iE.IF REQUIRED,ADDITIONAL
�',.. � ( � � _ PT-10� E3ARS SHALL BE PROVIDED BY THE GENERAL CON�I RACTOR TO FURNISH SUPPORT
� �
� 0 � � �t. �, I I � FOR ALL BARS.MINIMUM 3"EDGE DIS7ANCE FROM ANY CONCRETF FACE FOR ALL BARS
_
' ,� � UNLESS OTHEf2WISE NOTED IN"fHE DRAWING.
� - -, r -" "-- I" �-- i \� 7. INTEGRITY AND CERTIFICATION OF THE ATTACHMENT OF THE SIGN 70 THE FRAMING
- __ .. ..-- --
-
�' � � �
SI-IF�LL BE BY TNE MANUFACTUREft
� I � � 8. SEAL AFFIXED HERETO VAl_IDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
I r wrm.,rii.
��I � I � -' — 1 lYtlllIlCO .t�.CT10N5
°' �`•M,,x��P,���:��v�xE�cHr PT-11 SPECIFICATION E3Y CONTRACTOR,et.al. INDEMNIFIES&SAVES HARMLESS THIS ENGINEER
� L.--- � rrm�+co�a+�ree�sE�o f=OR ALL COST R DAMAGES WCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM
� i'ti'IIEItiflt.If�SL'COIINECTED
rosimur�i��oiem7xsa+�e MATERIAL FABRICATION,SYSTEM ER[CT'ION,CONSI'RUCTION PRACTICES BEYOND THAT
I .. �,';,��,� s,cri�nu���
� r WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CUDFS&FROM DEVIATIONS OF THIS
Pl_AN.
" PT-12 `� THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PR�JECT SITE.
� N INFORMATION CONTAINED NEREIN IS BASED ON CONTF2ACTOR-SUPPLIED DATAAND
- - I
M�ASUREMENI'S.ENGINEERING EXPRESS SHALL NOT BE NELD RESPONSIBLE OR
- � LIA6LE IN ANY WAY FOR ERRONEOUS QR INACCURATE DATA OR MEASUREMENTS,
,. ,, � � ---- --— DIMENSIONS ARE SNOWN TO ILLUSTRATE DESIGN FORCES AN�OTH6R DESIGN CRITERIA.
� EXISTING Tf-IEY MAY VARY SLIGHTLY,BUT MUST REMAIN WITHIN TFiE LIMITATIONS SPECIFIED HEREIN.
{ 5"ROUND POLE AND FOOTER WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.ENGINEERING
, � - � EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK
`�•' �' ��> UPON bISCOVERY OF ANY INACCUF�ATE INFORMATION PRIOR TO MODIFICATION OF
i EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
� OF MATERIA�S.ALTERATIONS OR ADDITIONS TO THIS DQCUMFN'1�ARE NOT PERMITTED
AND INVALIDATE OUR CERTIFICA710N.
Slqtt_Structure: 10.EXCEPI'AS EXPRES5LY PROVID�D HEREIN,NO ADDITIONI�L CF_RTIFICATIONS OR
Composed of 2"x 1(£3"Aluminum Tubing.Angle Fiilet AFFIRMATIONS ARE IN7ENDED.
� �- .. w•t,� welded Connections. Siyn Cabinet is constructed
with 8"x 1/8"Aluminum Sign Extrusion at various lengths.
Base to be mounted with 1/2"PVG attached with self tapping
� #10-3/16"Countersunk Screws 28"OC and to concrete with
_ _
countcr sunk tapcons
- ----
. LED CABIN�T ELECTRICAL NOTES #12x1"S.S.screws r��
_�; — Siyn Mounting:.Sign to be mour�ted to one{1}� x 5"x 3/8"
Primary wire size- #12 7HWN !� Ro�md Steel poles. Embedded in existing Concrete footers.
Disconnect switch-at base of sign,20 am�i single pole,Astronomical time-clock ' 1TOP VIEW OF � Sign attached to poles by 2"Steel 5addles. Saddies are bolted to
at panel room with PhotacelL i END CAP
�;+ structure with 3/8"Bolts. Pole is welded to saddle.
Maximum load-I 6 amps 120 volts per circuit maximum circuit size 20 amps per NEC 600 6A �
i Illumination:Sign to be illuminated by Hanley Wicie angle LED Diodes _
Power supply: 120v-?.77 Multi Volt GOW 1'2v DC ; va°Ac�3YUC Fnc[s _
.._ �--_.�,__ �D GOROON M D18ATTiSTO,PE
Illumination:Hanley Wide an�le lED Diades 1.5"Retainer � �,:_ � � ENGINEERING �o PEt 82328
conduit-minimum �/2° 51 RUClUftE SUUARE FObTAGE aa '. L=�`-'� E X P R E SS`a �a
(01UI SIc�.Il IOC1d 1� QI11F�S 1 ZO vOI15 SIGN SQUARE FOOTAGE: 24' CORPORATE OFFICE: ''�
Total sign circuits- 1 SOi�STnTEn,tENT 160 SW 12th AVE, SUITE 106 �; '
All components si�all be U.L.approved visuc�l inspc;ction indicc��es 2,CU6 f'.S.P. DEERFIELD BEACH� FL 33442 �[�=+
RC11�GStS ShQll f1C1V2 If1dc�J('f1ClAtlf ll.L.C7FJE�I'OVC71 (fUSE'(�W�1P.fc',fBC�Ui�eC�� fOi'whiCh fOolinCJs Cue dCSigllEd.If a ' a... . '., P;(954}354-0660 f:(954)354-P443 t5 z �
beOfiflg CC7pCici�y of IESS�hOn 2,000 P,S.F. [�(�{�/�q�entq 31� ���)�fC111CJC-�3M Ddf{C HfOWII-3M E: HEIIQC�FNGINEEftINGEXPRESS.COM r,ra�
All instailations shail be in cornpliance wifh N.E.C.c�nd stale,Co�nty,or local codes �s encountered<.�t site,ihe en inee:r should — ENGINEERINGEXPRESS.£OM �d �
Ali signs shall be bonded fo building equipmenf bonding c:onductor per N.EC.?_50 `� �3630-1379 �3630-312.3 °3����-�� CERT OP AUTH�9885 "?
be notifled before proceeding with work. r o
1740 HILL AVENUE CUSTOMER: SALES PERSON: �oP„R,�„T Zol� REVISION: _
,.,�, DUNKIN DONUTS BY NEMP SIGN �
, ��'"""�'�'"`'' "�""�' :� WEST PALM BEACH FL• R GHTSRESERVED #�oo.00.00
' 722 US-1 DRAWN BY: RYAN PARENTE �t�oo.00.00
. ��II� 33407 TEQUESTA, FL 33469 SCALE:AS NOTED A,.� ELECTRICAL �t� oo.00.00 ___ _ __.
561-840-6382 u` To BE�.`."n�o
SIGNS AND SERVIGE DATE DRAWN: COMPONENTSANO CUSTOMERAPPROVAL: DATE:
e SNAII MEET ALL
(FAX) 561-840-6385 09.01.17 N.E.C.STANOAROS � �
__�,-£