HomeMy Public PortalAbout22-9981 Agreement with SSN EngineeringSponsored by: City Manager
RESOLUTION NO. 22-9981
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
OPA-LOCKA, FLORIDA, AUTHORIZING THE CITY MANAGER
TO ENTER INTO AN AGREEMENT WITH SSN ENGINEERING,
LLC. FOR CONTINUING PROFESSIONAL ARCHITECTURAL
AND ENGINEERING CONSULTING SERVICES; FOR
ENGINEERING AND DESIGN SERVICES; FOR THE
CONSTRUCTION AND INSTALLATION OF AN 8 -FOOT
WROUGHT IRON FENCING AND ENTRY GATE SYSTEM FOR
SHERBONDY PARK, IN AN AMOUNT OF ONE HUNDRED
NINETY-FIVE THOUSAND DOLLARS ($195,000.00); FURTHER
AUTHORIZING A TEN PERCENT (10%) PROJECT
CONTINGENCY BUDGET OF NINETEEN THOUSAND, FIVE
HUNDRED DOLLARS ($19,500.00); PROVIDING FOR
INCORPORATION OF RECITALS; PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, the City of Opa-Locka ("City") is in need of construction and
installation of an 8 -foot wrought iron fencing and entry gate system for Sherbondy Park,
as well as the removal and disposal of an existing chain link fence at the park location;
and
WHEREAS, the City generally seeks to enhance its Park facilities by adding
beautification and more safety measures for City parks. This will allow City park visitors
to play, practice, and enjoy themselves in a safer and more secure environment. The
enhancements will also decrease potential vandalization of park equipment; and
WHEREAS, on June 10, 2020, the City Commission of the City of Opa-Locka
("Commission") accepted bid proposals from several firms for continuing professional
architectural and engineering consulting services pursuant to RFQ No. 20-0324200. The
Commission further authorized the City Manager to enter into multiple agreements for
architectural and engineering consulting services as provided therein; and
WHEREAS, more specifically, the City Commission approved entering into an
agreement with SSN Engineering, LLC. for utilities engineering services; and
WHEREAS, the City desires to enter into an agreement with SSN Engineering,
LLC., Inc., attached hereto as Exhibit "A", pursuant to the proposal attached hereto as
Exhibit "B", for the construction and installation of an 8 -foot wrought iron fencing and
entry gate system for Sherbondy Park, within the City, as well as the removal and
disposal of the existing chain link fence, in an amount not exceed Two Hundred Fourteen
Resolution No. 22-9981
Thousand, Five Hundred Dollars ($214,500.00), including a ten percent contingency
budget of Nineteen Thousand, Five Hundred Dollars ($19,500.00) for additional minor
services which may arise; and
WHEREAS, the City Commission finds that it is in the best interest of the City and
its residents to enter into an agreement with SSN Engineering, LLC. for continuing
professional architectural and engineering consulting services as set forth herein.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF OPA LOCKA, FLORIDA:
Section 1. RECITALS ADOPTED.
The recitals to the preamble herein are incorporated by reference.
Section 2. AUTHORIZATION
The City Commission of the City of Opa-Locka hereby authorizes the City Manager to
enter into an agreement with SSN Engineering, LLC., attached hereto as Exhibit "A"
and pursuant to the proposal attached hereto as Exhibit "B", for continuing
professional architectural and engineering services for the construction and
installation of an 8 -foot wrought iron fencing and entry gate system for Sherbondy
Park, within the City, as well as the removal and disposal of the existing chain link
fence, in an amount of One Hundred Ninety -Five Thousand Dollars ($195,000.00),
with a contingency budget of Nineteen Thousand, Five Hundred Dollars ($19,500.00).
SECTION 3. SCRIVENER'S ERRORS.
Sections of this Resolution may be renumbered or re -lettered and corrections of
typographical errors which do not affect the intent may be authorized by the City
Manager, following review by the City Attorney and without need of public hearing, by
filing a corrected copy of same with the City Clerk.
Section 4. EFFECTIVE DATE.
This Resolution shall be effective immediately upon adoption hereof and approval by the
Governor of the State of Florida or Governor's designee.
PASSED and ADOPTED this 25th day of May, 2022.
Veronica J. Williams, Mayor
2
Resolution No. 22-9981
Attest:
Moved by: Vice Mayor Taylor
a Flores, City Clerk
Seconded by: Commissioner Davis
VOTE:
5-0
Commissioner Dominguez YES
Commissioner Bass YES
Commissioner Davis YES
Commissioner Taylor YES
Mayor Williams YES
Approved as to Form And
Legal Sufficiency:
Bur .: ette Norris- eeks, P.A.
City Attorney
3
City of Opa-locka
Agenda Cover Memo
Department
Manager:
City
Manager:
Commission
Meeting
Date:
Fiscal
Impact:
(EnterX in box)
Adelina Gross
Darvin Williams
05/25/2022
Yes
X
Item Type:
(EnterX in box)
Department
Manager
Signature:
CM Signature:
Resolution
Ordinance
Other
X
Ordinance Reading: 1St Reading
(EnterX In box)
Public Hearing: Yes
(Enter X in box)
No
Funding
Source:
Account#:
Contract/P.O.
Required:
(EnterX in box)
Strategic
Plan Related
(EnterX in box)
(Enter Fund & Dept)
Ex:
See Financial
Impact Section
Yes
Advertising Requirement: Yes
(Enter X In box)
X
X
Sponsor
Name
X
Yes
RFP/RFQ/Bid#:
X
City Manager
Strategic Plan Priority Area: Strategic Plan Obj./Strategy:
Enhance Organizational E (list the specific objective/strategy this
Bus. & Economic Dev 0 item will address)
Public Safety ■e
Quality of Education 0
Qual. of Life & City Image 1®
Communication LJ
Department:
City Manager
Short Title:
PROJECT No. 2022-04-013
INSTALLATION OF NEW FENCING AND GATE SYSTEM FOR SHERBONDY PARK
Staff Summary:
Approval is requested from the City Commission to authorize the City Manager to enter into an agreement
with SSN Engineering, LLC to provide continuing professional architectural and engineering services for the
construction and installation of an 8 -foot wrought iron fence and entry gate system for Sherbondy Park as well
as the removal and disposal of the existing chain link fence.
This project will enhance these facilities by adding beautification and increased safety to Sherbondy Park. Park
visitors will be able to play, practice, and enjoy the outdoor activities in a safer and more secure place, and this
improvement will also minimize future vandalization of park equipment.
SSN Engineering, LLC, was one of the engineering consulting firms that were selected through the RFQ 20-
0324200 and approved by the City Commission to be part of the City's library of licensed Architects and
Engineers to provide professional architectural and engineering services.
Financial Impact
Account
Description
Available
Project
Remaining
Balance
Budget
44-541838
Park Fencing
$157,000
Bgt Amend
44-541838
Park Fencing
$ 57,500
Total
$214,500.00
$214,500.00
—
The proposal is for $195,000. An additional ten Percent (10%) contingency is recommended to be added to
cover the unforeseen during construction and installation; therefore, a total expenditure of $214,500.00 is
recommended for approval. The original budget for this project was $200,000, funded by a State grant of
$100,000, with the remainder funded by the City and the CRA. (Sherbondy Park is within the CRA.) The design
portion of this project required $43,000, leaving $157,000 available. The remaining $57,500 will covered by
Budget Amendment #4, to be submitted in June and funded with General Fund available fund balance.
Proposed Action:
Staff recommends the City Manager be authorized to enter the City into a contract with SSN Engineering, LLC,
to construct a wrought iron fence and gate system for Sherbondy Park and further authorize the establishment
of a $19,500 contingency to address minor items which may arise.
Attachment:
1. Agenda
2. Proposal provided by SSN Engineering, LLC
3. Fencing Design
4. Resolution # 20-9767, accepting BID proposal for continuing professional architectural and
engineering consulting services pursuant to RFQ 20-0324200
5. Contract Agreement between SSN Engineering, LLC and the City
MN OINK:RI OW CS
SSN ENGINEERING, LLC
13899 Biscayne Blvd., Suite 310
North Miami Beach, Florida 33181
Ph: (305) 440-4334 1 Web: www.ssnengineering.com
April 29, 2022
Adelina Gross
City of Opa-locka
Operations Manager
Public Works & Utilities Department
12950 Lejeune (N.W. 42nd Ave)
Opa-Locka, Florida 33054
RE: CITY OF OPA-LOCKA FENCING PROPOSAL FOR SHERBONDY PARK
Dear Gross:
SSN Engineering, Inc ("SSN") is pleased to submit this letter of agreement (the "Agreement") to the
City of Opa-Locka ("Client") for the construction of a new fence around the Sherbondy Park. The
proposed lump sum price proposal will be provided in accordance with the terms and conditions set
forth herein.
PROJECT UNDERSTANDING
We understand that the City of Opa-Locka needs to build a steel fence around Sherbondy Park
according to the attached layout (Attached with this proposal).
SCOPE OF SERVICES
SSN Engineering will hire a contractor to build the fence under SSN Engineering's direct supervision.
PROJECT APPROACH
SSN Engineering will manage the assigned projects and tasks, carefully control costs and resources,
and complete the project work on schedule.
To ensure the project remains on schedule, the following project management activities will be
performed:
MEETING WITH CITY STAFF
• Review scope of services with City staff and review layout of the fence and progress of the
project.
• Make sure all existing chain link fences mentioned in the layout have been removed and
disposed of.
• Make access door has been placed in proper locations.
SCHEDULE
We will provide our services in an expeditious and orderly manner to meet the schedule mutually
developed by the Client and Consultant for the various elements of the project.
FEE AND BILLING
TOTAL LUMP SUM FEE FOR SSN ENGINEERING $195,000.00
If you concur with the foregoing and wish to direct us to proceed with the services, please execute
the enclosed copy of this letter agreement in the space provided and return the same to the
undersigned. We appreciate this opportunity to submit this letter of agreement. Please contact me at
(954) 326-8295 if you have any questions.
Sincerely,
SSN ENGINEERING, LLC CITY OF OPA-LOCKA
MD SHAHINUR RAHMAN
ADELINA GROSS, Operations Manager
Agreed to this day of , 2022.
•
•
•
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DETAILS REFER TO SHEET: A-102
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SHERBONDY PARK FENCE PROJECT
777 SHARAZAD BOULEV ARD, Opa-Iocka FL 33054
PROGRESS PERMIT SET - April 27th, 2022
PROJECT No. : 2202-SH
INDEX OF DRAWINGS
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260 Andalusia Ave
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305.619.3277
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AMIR A. GHORI, P.E. No. 55538
14241 S.W. 140th Street
MIAMI, FLORIDA 33186
305.812.5343
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DEMOLITION NOTES
1. ALL DEMOLITION IS DENOTED BY BROKEN LINES
2. THIS DRA WING IS ONLY TO ASSIST IN SHOWING THE SCOPE OF
DE MOLITION WORK AND IS NOT INTENDED TO INDICATE ALL DEMOLITION.
CONTRACTOR SHALL REMOVE ALL DOSTING ITEMS AS REQUIRED TO
PROPERLY CO MPLETE ALL WORK INDICATED IN TH6 CONTRACT
DOCUMENTS .
3. NOT ALL ITEMS TO BE DEMOLISHED ARE SHO WN ON THE PLAN .
CONTRACTOR SHALL BE RESPONSIBLE FOR PERFOR MING A WARN-THRU
OF MI6 PROJECT PRIOR TO SUBMITTING A BID 161 ORDER TO IDENTIFY
POSSIBLE CRMCAL REMS, WHICH ARE NOT OR INCORRECTLY
ADDRESSED, REQUIRING CLARIRCATION .
4. PROVIDE SAFETY FEATURES DURING CONSTRUCTION APPLICABLE
CODE RULES AND REGULATORS HAVING JURISDICTION OF THE PR OJECT.
5. CUT, RE MOVE, PATCH, ALTER AND RE4NISH FASTING CONSTRUCTION
AS REWIRED TO COMPLETE WORK IN A SATISFACTORY CONDITION
TO MATCH NEW AND/OR E ASING CONDITIONS.
6. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT
ALL UNDERGROUND OR OTHER CONCEALED UTILITIES HE SHALL
INSPECT
CEILINGS AND CHASES TO ASSURE PROPER IDENTIFICATION OF UTILITIES
PRIOR TO CU RING, PATCHING, CARPING,ETC.,AS REQUIRED AND
INDICATED ON WE/P/00CUMENTS.
7. RENOVATION WORK SHALL ENTAIL INTERVENTIONS IN AREAS OUTSIDE
OF THE IMMEDIATE SCOPE OF WORK.
IT SHALL REQUIRE WORK INVOLVING REMOTE UTILITY UNES
(ELECTRICAL, MECHANICAL, PLUMBING, COMMUNICATIONS,EIC .). ANY
SUCH WORK
SHALL BE ALL INCLUSIVE . PROVIDE ALL STRUCTURES UTILI185.
FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY
OPERATIONAL
CONDITIONS IN COMPLIANCE WITH RATING INTEGRITY, AN( TO MEET
OWNERS APPROVAL ALL WORK AS DESCRIBED IN THIS NOTE SHALL BE
INCLUDED AS PART OF THE BASE CONTRACT PRICE.
8. PATCH AND REP/JR ALL EXISTING SURFACES DAMAGED BY
DEMOLITION AND/OR INSTALLATION OF NEW WORK AND/OR UTILITIES,
AS REQUIRED TO
MATCH ADJACENT SURFACES MD/OR RECEIVE NEW SCHEDULED
KNISHES.
9. VERIFY WITH M ECHANICAL. ELECTRICAL AND PLUMBING DRAWINGS
ITEMS TO BE REMOVED/ RELOCATED.
10. DESTINATION OF SALVAGEABLE HEMS SCHEDULED TO BE REMOVED,
SUCH AS FASTING EQUIPMENT, PLUM BING AN0/OR ELECTRICAL
FDLNREG DOORS. FRAMES. ETC.. SHALL BE COORDINATED 141TH 101
OWNER
11 . PARTITION. CEILING, FLOOR AND ALL OTHER SURFACES AND BUILDING
ELE MENTS DISTURBED BY WORK BEING PERFORMED TO UPGRADE THE
H.V AC. DISTRIBUTOR SYSTEM SHALL BE REPPRED/PATCHED/PNNTED
AND RESTORED TO RS ORIGINAL STATE MATCHING EOSTING ADJACENT
KNISHES AND/0R RECEIVE ALL NEW SCHEDULED KNISHES USING
MEANS METHODS A610 STANDARDS .
12.611 610 SUPPLY AND RETURN GRILLES. AND PASSAGEWAYS
ARE TO BE DOUBLE SEALED WITH CLEAR PLASTIC VISOUEEN IN A MANNER
TO PROHIBIT THE TRANSFER OF 4RBONE PARTICLES THROUGHOUT THE
SPACE OR ADJACENT AREAS.
14 . ALL WALLS AND HEADERS WHERE EXISTING DOORS, WINDOWS, AND/OR
PORTION OF WALLS HAVE BEEN REMOVED SHALL BE PATCHED, REPNRED
AND FINISHED TO MATCH AND ALIGN WITH ADJACENT SURFACES.
15. CONTRACTOR SHALL DISCONNECT AND REMOVE ALL MSTING
ELECTRICAL DEVICES, LUMINARIES, WIRING DEMCES, OUTLET BOXES,
CONDUIT AND WIRING IN WAY OF DEMOUSHEO PARTITIONS AND WALLS.
FASTING ELECTRICAL SERVICE SHALL REM NN TEMPORARY UNTIL NEW
ELECTRICAL DISTRIBUTION, COORDINATE WITN PROPER PO WER CO.
MTHORMES.
16. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL
PROBLE MS FOR THE DESIGNER ENGINEERS AS WELL AS THE PLUMBING
CONTRACTOR. EVERY EFFORT 650 BEEN MADE BY THE ENGINEERS TO
SHOW AND VE RIFY, WHERE POSSIBLE, THE LOCA0ON OF THE FASTING
PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS
AREAS SHO WN ON THE DRAWINGS: HOWEVER MINOR DEVIATIONS MAY
BECOME EVIDENT AS THE JOB PROGRESSES . NO ADVANTAGE IS TO
86 TAKEN BY THE PLUMBING CONTRACTOR BECAUSE THESE MINOR
DIFFERENCES. PLUMBING CONTACTOR SHALL PERFORM A HELD OF
VERIFICATION BEFORE BIDDING THIS PROJECT .
17. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS
DEMOLITION WORK WITH OTHER T RADES, AND TO PROTECT FROM DAMAGE
E XISTING PIPES USED FOR FUTURE CONNECTIONS.
12 CONTRACTOR SHALL VERIFY THE EY ACT LOCATION AND DEP11/ OF
E A5TNG PIPES BEFORE COMMENCING TO WORK AND MAKE MODIFICATIONS
AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER .
19. EASTINO PIPES SER VING ARE AS REMNNING IN SERVICE AT THIS TIME
SHALL NOT BE INTERRUPTED UNLESS IS A TEMPORARY INTERRUPTION
COORDINATED WITH THE OWNER .
20. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND
CONNECTION CHARGES REQUIRED INCLUDING UTILTY FEES .
21. ALL INTERIOR WALLS ARE BELIEVED TO BE NON-BEARING.
PRIOR TO DEMOLITION ADVISE ENGINEER TO OBSERVE BEARING CONDITION.
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DELETIONS OR ADDITIONS 0 THESE DRAMNGS ARE
STRICTLY PR OHIBITED
2. ALL WORK PERFORUED UNDER MIS CONTRACT SHALL
COUPIY 00tH THE C URRENT EDITION OF ME FLORIDA
BUILDING CODE AND REOUIREMENTS IMPOSED BY ALL
OTHER APPLICABLE GOVERNMENTAL AUM1MIES HAVING
JURISDICTION OVER THE PROJECT IT IS THE CONTRACTORS
RESPONSIBILITY TO PERFORM THEIR WORK IN CONFORMANCE
WTH ALL
APPLICABLE ODES , 0R01NA0CES AND LIFE
SAFETY FEATURES AS REWIRED BY LOCAL. STATE . OR
ARCHITECTAIF MODIFICATION OF MES . THEY TE w*ORKYWITH THE
IS REWIRED
FOR COUPLIANCE.
3. ME BIDDER , BY MAKING A BID. REPRESENTS THAT ME
BIDDER HAS READ AND UNDERSTANDS THE DRAMNG5
(BIDDING 000UMENTS 10 ME EXTENT 1HA1 SUCH
DDU ME ET ATIN REID 5 0 ME WORK FOR WATCH 900 IS
MATERIALS.
THE BID SHALL BE BASED UPO N HE
TERIALS BIDDING AND EQUIPMENT UTEXICE BY THE
DRAMNG5 (BIDDING D OCUMENTS) DURING
MTHWi DING PN
REGARD QUESTIONSCL ARISE . DURING ME BIDDING PROCESS
REGARDING ME CLEAR INTENT D Am ' PORTION E THESE
DRAMNGS (0100104 0DUME015). ME B1DDER SHALT
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ME DRA MNG5 ARE COMPLEMENTARY, AND WHAT IS
REWIRED BY ONE SHALL BE AS BINDING AS IF REWIRED
By ALL
5 I AS MUCH AS THE DRA MNGS ARE COMPLIMENTARY,
BEFORE STARTING EACH PORTIO N OF ME 0OR0 T HE
CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE
VARIOUS DISCIPLINES E THE DRAMNGS NM EACH OTHER
AND MTH INFORUAIIN FURNISHED BY THE OMiER AND
SHALL REPORT PROMPTLY 10 ME ARCHITECT, ERRORS,
INCNSISTENCIES OR OMISSIONS DISCOVERED. SHOULD
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CITY KNOWNG THAT IT INVOLVES A RECOGNIZED
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fi J1 15 NOT THE INTENT OF THESE DRAWINGS TO DEPICT
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1. SHOULD A VAR IANT OCCUR WHIN THE DRA WN.. THE
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PRICE
B. ABBREVIATIONS NOTED I THE T TALL DINE ANY
COM6ONLY USED 104 ARCHITECT MLL DEFINE ANY
ABBREOATIN OUESTIOND N REQUEST
9. ME CONTRACTOR SHALL ExECUTE THE WORK IN
ACCORDANCE ACM THE DRAM NGS TO THE EXTENT
POSSIBLE. THE CONTRACTOR SHALL COORDINATE THE
WRK Of ERE CONFLI0115�0CCUR 100100N NOTES IN ORDER TO OBE EASLY
SLY
RESOLVED. ME ARCHITECT SHALL BE NO8FIED BEFORE
PROCEEDING
M TH 1100 000 1000RK CTT. SHALL, DIRECTED
ExTFAE
CH ARGE, MA KE REASNABE MODIFICATIONS 10 LAYOUT A5
/EEORDE PROPER E CCU111TO PREvENT WOFC WORN. VARIOUS TRADES AND
10. 00 NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS
NLY. ME CONTRACTOR SH ALL TAKE FIELD
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oTHER KNOWN TO THE CONTRACTOR MTH
0THE 0606 5AM NGSABEFORE COMMENCING WO RK ACIINTIES
ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY
REPOFRDKN KNOWN
THE
CONTRACTOR
ACOBE
NTRRACTOR' S
COMMENCEMENT OF W ORK SHALL CONSTITUTE ACCEPTANCE
OF EXISTING CONOITIWS.
11 ME CON TRACTOR'S REPORT TO THE ARCHITECT OR
FORM SREWESASFOR THE ARCHITEORMATION CT MAY REQUIRE ALL BE Bu1T1ED IN SUCH
10 ALL 009 001100. A5 ",'7,1S",',432,>--)07,0
PPICABLE. SMALL B0
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ExEW11N Of WORK
] ME MEP ENGINEERING DISCIPLINES (TO INCLUDE FIRE
SPRINKLER A ND FIRE ALARM SYSTEMS, AS APPLICABLE)
E DIA0Auu a11C BY HANK AND ARE 1x1EN5E0 TO
EOUP MENIT OUTLINEDERAIN 110E RDPAM NGS OF SYSTEMS AND
14 T PROJECT CLOSE-OUT THE CONTRACTOR SHALL
PROVIDE ME OWNER M TH A SET OF AS -BUILT DRAMNGS,
DEPICTING ACTUAL COMPNENI PUCEMENI A D 0001000.
01010 M001F1CAT10x5, ADD1110N5 Ax0 DELE1INS MADE
DURING CONSTRUCTION OF THE PROJECT.
R5 ALL SPECIFIED MATER10L5, SYSTEMS AND EWIPUENT,
EWIRING SHOP ALL BE TO
THE ARCH ITECT FORRARE0Ew AANND ACCEPTANCE ITPRIOR TO
FABRICATION OR PURCHASING.
16 ALL PROPOSED SUBSTINPNS OF SPECIFIED M ATEI ALS,
SYST 105 AN D EOIPMENT SHALL BE SUBMITTED TO THE
ARCHITECT FOR REVIEw AND ACCEPTANCE PION TO
FABRICATION OR PURCHASING.
11. THE CONTRACTOR SHALL COMPLY MTH ALL
REQUIREMENTS OF THE UTILITY COMPANIES FROM MACH
SERVICE IS TO BE OBTAINED.
8. ME CONTRACTOR SHALL FIELD INSPECT ALL AVAILABLE
EXISTING SITE UTIETIES AND VERIFY THAT SA ID UTILITIES
COMPLY W M THE CURRENT EDITION OF THE FLORIDA
BUILDING CDE MAD REDUIREMENTS IMPOSED BY Nl
OTHER APPLICABLE GOVERNMENTAL AUTHORITIES H01NG
JURISDICTION OVER THE PROJECT
GENERAL NOTES
9. THE CONTRACTOR SHALL PROVIDE ALL REWIRED
BUILDING PERm1TS, INWRA0CE CERTIFICATES. UCNSES
PERFORM THE w0RK11 *8LE *5XBS)MEO0 62 NG0E0 10
20 ME CONTRACTOR SHALLCO ORDINATE AND 5UPER 0SE
AL
L 'RORK 006006 UED BY 005 FORCES AND BY
SUB -CONTRACTORS 100 CONTRACTOR SHALL BE
RESPONSIBLE FOR ME CO ORDINATION AND 5040061100
OF ALL WORK ACTIVITIES TO ASSURE COMPLIANCE MTH
THE DRAWINGS.
21 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
SH0RIrv4RF1REBAPRORCIIN AINO *LR 000000MEANS AND METHODS TO
EON PMENI,
SAFETY AND SECURITY OF ALLSARY PERSONS AND PROTECT THE E
PROPERTY THROUGHOUT T HE ENTRE PERIOD OF
CONSTRUCTION . T HE CONTRACTOR SHALL VERIFY If
ADDITIONAL REQUIREMENTS ARE NEEDED BY OW NER OR/AND
22 . THE CONTRACTOR SHALL COOD NATE ALL PARKING
AND ON -SITE STORAGE OF CONSTRUCTION MATERIALS
AND EQUIPMENT.
25. THE CNTR ACIOR SHALL SUPPLY THE OW NER wain
EQUIPMENT/ APPLIANCE WARRANTIES , AS APPLICABLE.
23 THE CO NTRACTOR SHAH CLEAN A REAS WHERE WORK
IS IN PROCESS TO THE EVER OF CLEANLINESS
NECESSARY F ORA PROPER E%ELUTION D WORK AND
REMOVE WASTE MATERIALS AND SITE LA FRO M THE SITE
PERIODICALLY ANO DISPOSE Off -SIZE LAwFULIY.
24 2
THE CONTRACTOR SHALL PR0* A WRITTEN WARRANTY
OR WORKMANSHIP, MATERIALS, SYSTEMS AND EQUIPMENT
FOR A PERIOD OF ONE YEAR FROM THE DAZE or SUBSTANTIAL
RESTORE N AND MLR. L NO EXPENSE D OW NER, REPAIR.
RESTORE AND / OR REPLACE ALL OEFELTVF MORN DURING THE
WATER NIT u1AY0BE0CONTRACTOR .
ORHDIM BEOAGRCEMEN NOMT
BETWEEN OWNER AND CNTRACTOR .
26 . WHERE 055 41006 901001000 COME I1 CNTAC1, THE
CNMACI0 SH ALL 060 00E PROPER 10SULATIN i0 PREVENT
GALv *NIC OR ELECTROLYTIC 00110 .
1. ME CONTRACT. SHALL PROPERLY ISOLATE ALL
MATERIALS, SYSTEMS AND EQUIPMENT TO PREVENT OBRATIN
AND / N NOISE MANSMSSN.
2B. PRESSURE A L 6OD IN 0001001 MIN CEMENTITIOUS MATERIAL SHALL
8E TREATED 6000
A BORATE BASED PRESERVATIVE - FOR ABOVE GROUND
APCATIONS TH AT ARE CONTIN UOUSLY PROTECTED CR P.,
BOUID WATER
COPPER BASED PRESERVATIVE - FOR FULL ExPOSUE TO
AEFL CACiRIIOU D. G ROUND CONTACT AND FREE WATER
i5. ALL METAL PRODUCTS USED IN C015000IN WM PRESSURE
FATED 0000 SHALL BE N ACCORDANCE WTN PUBLICIZED
AND
DW MODOPRESERvN111vE THE
UETAL DUCTSPRODUCTS MANUFACTURER
29. ALL N4kILS USED IN EXTERIOR APPLICATIONS SEA L BE
HOT -DIPPED GALVANIZED, 00
30 ALL PRE-mANUFACTURED ITEMS THAT REPRESENT
CNPN01100 ENTS OF THE WORK, OUTLI NED IN THE
DRAMNG5 . SHALL CO MPLY MTH ME AHJ. PRODUCT
CONTROL APPROVAL, AS APPLICABLE
*0018 10 METH AP U� 0 (NDNWRITERS (090001001) APPROVAL
LABEL
AACCEPTED BY LOCAL GOVERNMENTAL AUTHORITIES
BEN JU
RISDICTION OVER THE PROJECT
32. THE CONTRACTOR SHALL COORDINATE THE PURCHASING
ANDINSTALLATION
THE STALLINSTALLATIONOF SPECIFIED CABINETRY AND wawa.
NER
33. A L DR YWALLTED SHALL RECEIVE A SMOOTH FINISH, UNLESS
OMERMSE NO
34 PROVIDE 2 X 4 BLOCKING AT THE PERIMEETER OF ALL
INTERIOR DOOR AND MNDOW OPENINGS. PR DE DOUBLE
PLATES ABOVE HEADERS OF ALL OPE NINGS GRE ATER THAN
0.N MOTH
35 ALL DOOR A ND MxDOw FRAMES S HAL L RECEIVE CAULK
A5TH
E E ENTIRE ASSEMBLY PERIMETER .
36. D0 NOT SCALE PLAN, ALL DIMENSIONS OF FROM FACE OF
STRUCTURE 10 FACE OF STRUCTURE 0R FACE OF MT '1 STUD .
1 IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION0 DOCUMENTS. MATERIALS AND/N EQUIPMENT SHALL BE
IDENTIFIED BY THE SUBCONTRACTOR TO THE PRIME CONTRACTOR
M A 205000810 118E 10 01006 SELECN, PORCHASE.
SCHEDULE
D DELIVERY 50 AS i0 PPEVEN1 DELAY LO THE DB
nx0 1N STALLEDAAS PER MN2 UHACTU0ER SS5000112500NSEDND
RECOMMENDATIONS.
3, ALL 00LN5 AND/0R COLOR SAMPLES SHALL BE
MTH THEDARCHITECT AND OMAERACTOR .10 FOR RENEW AND APPROVAL
PRIO R TO INSTALLATION OR APPLICATION
Ex AEES005. ROUTE S OF TRAVEL EXCEED 00 N
MLTHVA DA REWIREYExTS AMP SHALL BE PR00DED COMPInrvG
41 EXTERI. P15AND HEIBUILDING CODE.
SHA LL BE SLIP
RESISTANT PER THEFLORIDA
42. PAVING 10 9E SL0PE0 A MAXIMUM D 0500101000
*001551616 ENTRANCES k E%115 10 DOOR 000050010.
4]. WALKWAYS AND 0 0EwALKS ALONG ACCESSIBLE ROUTES OF
1000250USHALL BE CONTINUOUSLY ACCESSIBLEUM
, HAVE a
I/2' CHANGES IN ELEVATION D ARE A M INM
MAXIMUM E
' N W IDTH.
44 1 TLAFBC 020 CH-BIOR TRIMS NANDGS ASECTINS ND R 4*1N1A15 TO
GNPLM I
5. CULT PN6TRA 1NS OF SHAFT k FIRE RATE D 2 ALLS SNALL
BE PROTECTED M 1H CNBINAl10N 5900E AND 006E DAMPERS
N FLORIDA BUILDING CDf
PROJECT
DESCRIPTION
B N/A
41. N OR ADJACENT TO EVERY PR19ARY PUBLIC ENTRANCE AND EVERY M AJOR
ACTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE Of TRAVEL, MERE SHALL
BE A 000 DISPLAYING THE INTERNATIONAL SIGN OF ACCESSBILIIY SIGNS SHALL
IN
DICATE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL
COMPLY MTH REQUIREMENTS OF 10E FLORIDA BUILDING CDE .
ALL WAR 0RAII k HANDRAIL SYSTEMS SHALL BE DESIGNED TO RESIST 50 PLF
MINIMUM
F C0 000 00TED LOAD OF 200 POUNDS OF FORCE APPLIED IN A NY
DIRECDON REGISTERED FLORID A ENGINEER FORA 5 • 0PRO v2LNP IOR T0I FABRICATION CULATIO NS x0 A
INSTNLADO N.
49 REQUIRED NRE RATINGS Of STRUCTURAL STEEL MEUBNS
(BEAMS/GIRDERS/COLUMNS)
uux0AINE0.MNME SPECISUPPNNCINTYPEO OFOTAL OCCUPANCY FIRE PROOFING WILL BERATIONS
DEPENDENT
ON THE SIZE OF ME STEEL MEMBERS AND SPACE CONSTRAINTS ALLOWED BY THE
DDESIGN OF THE
RAMN UBMITTARU10*50. AND SHALL E SPECIFIED At THE TIME OF THE SHOP
50 . Exlt LIGHTI NG k EMERGEN I lIGH11NG TO BE PRO NTO I IOICATT Ox
ELECTRICAL DRA MNG5 k SPECIFICATIONS k SHALL COMPLY MTH NFPA k FLORIDA
BUILDING CODE.
51 . CONTRACTOR TO APPLY/OBTAIN FOR/A WOES PERMIT PRIOR 10 WORK
COMUExCEMExI.
52 . CONTRACTOR TO FILE ROWE OF COMMENCEMENT BEFORE ANY WORK IS STARTED.
53. U.O0 CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT / ENGINEER FOR
ITEMS REWIRING FLORIDA HURRIC ANE TEST (STRUCTURAL GLAZING. RIGID VENTILATION,
CURTAIN WAILS HANDRAILS, SSE60000T5, DOORS, ROOF ACCESS LADDERS. HATCHES ,
MUNUE1S . CNR 0/ ORDE INGEI THESE ITEMS AREO OTGLASS
EINSTALLED UNTILPRIOR
THE
RDUMENTATIN HAS BEEN PROCESSED AND APPROVED BY ARCHITECT , PRIVATE
DIVIDER AND THE CITY BUILDING DEPARTMENT0,5001
54 COOL PER FLORIDA BUILDING CSECTION 1816.1 BUILDING(S) SHALL RECEIVE
PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN
ACCORDANCE MTH THE E RULES RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPART MENT
OF AGRICULTURE AND CONSWER SER10E5 .
TERMITE 80 000E TREATMENT NT TO BE DONE UNDER ALL GROUND LE vEL FLOOR SLABS k AT ANY
NEW CONCRETE THAT MU. ABUT ME VERTICAL WALLS OF STRUCTURE . A MINIMUM OF
3 YEAR WARRANTEE MUST BE PO NDER BY TERMITE COMPANY .
55 CNIRACTOR TO PROVIDE 1 FIRE EXTINGUISHER PER EVERY 3000 5F AT EVERT
LEVEL OF ME BUILDING PRIOR TO COMPLETION 0f CONSTRUCTION. IF MORE MAN 1
E%TINGUISHEH IS REWIRED, PLACE EXTINGUISHER NEAR EACH EGRESS DOOR AND AT
OPPOSITE SIDES OF THE SPACE BEING SERVED .
56 . ALL STEEL STRUCTURAL MEUBERS ARE TO RECEIVE SPRAYED ON FIRE PROOFING
THROUGHOUT TO THE NESSESARY THICKNESS NEEEO 10 ACHIEVE THE REWIRE FIRE
TING SPECIFIED BY CDE .
57
NA ALL SHOP DRAM. TO BE SUBMITTED FN APPROVAL TO A.O.R k CITY OF
EXTERIOR
SCOPE OF WORK
THE
E PROJECT CNSSIS OF ME REMOVAL AND
E010414ENT OF EXISTING FENCE AND GATES.
CODE COMPLIANCE
CODE REFERENCE
FLORIDA BUILDING CODE - Ex1511NG BUILDING
2020 110 10101010
FLORIDA BUILDING CODE - BUILDING
2020 7TH EDITION
FLORIDA BUILDING CODE - ACCESSIBILITY
2020 115 EDIIIN
FLORIDA 81100N0THOEOTIN LUMB NG
FLORIDA 01110100
0000-MNECHANICAI
FLORIDA2020 EDITION FIR110VENE PRETION CODE
NFPA 101 (2018 EIDON)
LANDLORD
GENERAL NOTES
SYMBOL KEY
• TExANI G .C. 10 SCHDUIf A PRE-CNSTRUCON METING
M OESNATEO REPRESEx1 AnvF vR1pR TO RT O
a NSMUCTIN . ORDINATE PRE -C f"CTIIN MEETING
• ENANT GC. BE.LE10 DiAwl n11COPY OF T HE uALL
RULES AND REGULATIONS uANAI AND RE NEW ALL
INFORLI • In
„.C . M L BE AB E 10 START CS NUCn" WHEN
OBTAINED/COUPLEIEG ITEuS HAVE BEEN
TENANTS LEASE IS FULLY EXECUTED
VE,VNa5 BHDx NOSUETM mAPGROVEDNPERu1i
•• TENANT GC. H AS P. ALL NECESS ARY C`RTFIcATE OF
REGULAlV NAn BD NTH u Ru
• TENEANTD t0 SIBMIi i0 OESNa1ED REPRE SENTATIVE Ai THE
PUPPE-CNSIRUCTIN HEFTING ME FOLLO MNG.
DL000 APPROVED CNSTRUCN DRAMNG5
BUIL DING C CERTIFICATE
F 1N CONSMUCTIN p6ArnxGS
•• TENANT F NWRaNE
SECURITY DEPOSITS AS NECESS ARY
SUBCONTRACTORS CONTACT LIST
PROPERNJDSTE ATTIRfE SET BE WORN AT ALL TIMES
• ALL DELIVERIES MUST BE COORDINATED MTH ME DESIGNATED
EPRESNIATIVE N HOURS PRIOR 10 °EMERY
• TENANT GC MUST HAVE A SUPERINTENDENT N SITE At ALL
• ESDAMAE i0 ANDLORD'S PROPERTY DUR1rvG TExM'i
CNSiRUCPON MLL BE RERIRED PER MOLL SPECPICATINS,
AT TENANTS ExPENSE
• ANY LANDLORD EQUIPMENT OR COMPONENT MAT IS Ex15DNG
IN THO PACE MUST REMAIN 0SBLF AND ACCESSIBLE TO T HE
TE NANT TO I NSTALL ACCESS PA NELS AS
NECESSARY , AND PROPERLY LABEL IN SPACE
• LANDLORD
AND
DDTENANT REVONSIBWTIES ARE AS DEFINE! IN
NT
• PLANS REOEMD AND APPRO VED By LANDLORD'S TENANT
T BE PRESENT N ME AB SITE AND BE
APPROVED TI DUI 0 PER9N. Ax
PROPOSmuST ED u 0EREDAND CLOUDED THE LAN NTTHE vEAfNNs, AND THENY
RESUNITTEO BY MEATENTTHE LANDLORD FOR
RE -APPROVAL PR10R TO ANY CONSTRUCTIO N CH ANGES T AKNG
LICE IN ME FIELD.
• CONTACT LANDLORD ENLIST OF LANDLORD DESIGNATED
CNTRRACTORN.
• FOR REFER
TDLANDL1ORNDCONSTRPROFA NES
AND TENANT NEL NESADDITIONA
]SD �IA TFF DRAgOYTNLS1ALA666 NAR K N OpDlRR1A'N NNGSE(P0020 O BY 011100 61RTY j 010
BO ADNff vpo OF MAY LONfl t.i Mln ftE 0100'Uax
SHEET
TTMERE It
EIE VAT AN Ie NAYIN
SECTION DETAIL MA.
MEET ME FACTION
DETAIL
MAILM
DE VIL KtDRAWN
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SHEET MEM
ELEVATION IS O AN
COI) UDH NADER
M EOW A PE •EE
MNCO W SCHEDULE
SECNONT TYPE
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- L ON al8CHE01AE
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1 11
11
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♦
♦♦
•
FENCE BEHIND BASEBALL
HOME REMAINS AND NEW
FENCE ADDED TO THE SIDES
DETAILS REFER TO SHEET: A-102
PEDESTRIAN GATE
DETAILS REFER TO SHEET: 2-102
\ VEHICULAR GATE
DETAILS REFER TO SHEET : A-102
20 copes, transonvora, /Wm4Rtbns, Of ebLOrvic revis ions at any portions Oft. dmHn2an *hob or Hpo i De made w22out
Om ao rta s w IrtenpemessM 012+A Ands Ina AP designs imitated Inch. haxigs an propMy M2+ Amble= Mc.
Aa Cpppgn6 (a5ens0 c
1
I
I 1
PEDESTRIAN GATES ."
-_____
' DETAILS REFER TO SHEET: A-102 I
-__r
VEHICULAR GATE
DETAILS REFER TO SHEET: A-102
PEDESTRIAN AND
VEHICULAR GATES
DETAILS REFER TO SHEET: A -102
("1- SITE PLAN
�i-1 J Ial r.1/12'
2
6
PADLOCK BOX DETAIL
D
J
M. D'IP B'I
SWIVEL RUBBER OR
BRONZE W HEEL
CONCRETE PAD
io
la
SWIVEI RUBBER WHEEL
8 ,
CAP FOR TUBE TO ---
BE I YBEN FT; TU BE
CHA NNEL CONTI NUOUS
BETWEEN TITS TIT R ABE
THE 4. STEEL TUBE —
BETWEEN aT x TT TUBE
FENCE -
BLOCK OXY GR OUT
CONCRETE BASE
REFER TO STRUCTURAL
O WLS
10
10
STEEL FENCE — SECTION (TYP)
No copies, tnnWss(ao, oeurtin v. oreleriotic mEtlos o.Tonnoton s wtese drafts tome unptbend Oft.
tre meow esNneemtlfslm d2-F ArtYetts bTu AN designs Ndtabdin these drafts n p omp al 2+ Art NRn6Al 'm00 13 ISSSIVOd C
dTe.
AT• TO STEEL TUBE
aj/1 STEEL FENCE DE TAII.
STEEL FENCE DETAIL
Flj/1STEEL FENCE DL1AIL
22, VEHICULAR
AND SERVICE GATES
CONCREif .EN" ON
NOTES .
• GENERAL CON TRACTOR 10 PROVIDE SHOP DRAWiNCS AND CALCULATIONS
FOR OWNER/ARC HITECT
• PROVIDEMECHANISM ENGINEER/APPROVAL
ANISM TO KEEPCATES OCKED ON THE OPEN P OSITION,
ALL
• LL STEEL MEMBERS TO BE - WITH PRI MER AND TWO
GO ATS
OIT
P AINT COLOR SELECTIO N BY OW NER
• WELDING vCO N BEFORE PRIMI NG AND
PAINTING
• SEESTRUCTURAL DRA WINGS FOR STEEL MEMBERS 06160, WELOING. AND
FOUNDATION• .
RUT HE
OR BRONZE WHEEL AT THE CAN TILGATE IS MORE THAN BT WIDE, TVEREO E. ADDITIONAL
SWIVEL
RUBBER/60
GATE ELEVATION
7o kale: 1/r-1*
5 O" (TPP)
(1 TYPICAL FENCE ELEVATION
1�157 IeaN: 1/ r-1' -0'
N
Y
FENCE DETAILS
202. 36
am -2022
A-102
SILL: GAN
Irva) — (rvu)
Q ENTER
OTT
illcii
SW GA
1d F
Bon RAIL (I20)
STE, GA IF
R
OW , ((III.)
STEEL
RP1i` E IUdE`irY�i 1
OW LS (T.)SLE 12-
PRAII os BETWEEN
rlIill 11
...... M SEE RCH OWGSFOR I OC RING. PAD
LOCK M LUGS
DE TAILS (TYP)aLR
PEDESTRIAN GATE ELEVATION
CH AN
(
IUBL 23.012
rXLIN
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AROUND I rva?-.
PCKF� (pp )_
DETAIL
7nrt. SIEE POs
LuZ
(TY P)
CA)TuBE PICKET
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D
- — 4'0' (�:P) M- -i,
mull
I (TER)
TYPICAL FENCE DETAIL
SC yr - I -D
2X2x0 12
10 WELD.
w n/ar U
CLESTEEL PAST
CEP)
ILIFIPOE .) 4.30 I:
S
C
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0011 (IN+)
PeT T A2002o°(T2 ,L)-.
; (TY)
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'0 8f KID FD
W/2, WE LL
a.�STEEL POs.
aETHEN (,),I2
W
DETAIL CDD
a
IUBE 23.012
RAIL POST CEP) "E
.-
FENCE BLOCK OUT
w/EPD%
TUBE 44.0 i2
POs W /Mn
(TYP)
1,430. DEEP
YW /RE tFMIN
(TYP)
as1 c.NC
No copies, berwNssbts, reproduction . w ekcbnr'c revisions of anyponts of Maw dex0psN 0 90 2 wNMake mde ef.,
MO Wets imIten90m48 0bn012+ ArtlNecIs Ina MMsIgns In dicated in Rue&whys 1mpo wgol2+Artle. In a
M c opyrights moved e
GENERAL CONSTRUCTION NOTES WELD ING
ALL WELDING 10 BE DONE BY CERTIFIED VILLDERS WELDING M IA, BE NA, VA IH EN. ELECTRODES AND co nlo
CONCRETE TO CURRENT RECOMMENDATIO N OL TH E AI SC AN H. AM RI aN WLLOIN G SOU L,.
SPALL BF_ A MIX DESIGNED IN ACCORDANCE M. A CI 301 10 ACHIE, A 28 -DAY CO MPRESS. STRENGTH a ALL FIELD WELDING SHALL 8L TESTED BY IESTINC AB AFT, COMPIETION SUB.! THE R FS, FO THE LN G.,
4 000 PSI ) OR ALL STRUCTURA I El EME TS OP RECORD TESTING LAB TO BE ,RED BY 1. CON TRA CTOR
ALL FIELD SHOM WELDING SHALL BE SMOO , V41, NO SHARP LOCTS, SHALL CONTAIN AN ENGINEER -A PPROVED A.S IM 6494 -,0 TYPE o ADMIX IU,E (WATER-REDUCIN G
A LL AND COAT .E FFA RP EDGES A TER SLIDING
RRAN soo ,)iA 1 EON, PLACING AND C UR!. o CQnc A EI. COM PLY A. cT. m e- . BUILDIN G CODE ALM CORROSION W 0 EACHPROTECTION xOINER Y PAINOR IN SAM EHP �ANE DN0) A, GROVE WELDING srE O
ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONC. IE STRENGTH TESIED IN ACCORDA NCE MIN A Si N AP WE LD S THA T ARE PERP ENDIC ULA R OR AT AN ANG EL TO H AVE A F., Kt IF AS SHOWN ON DRA WINGS
STAN DARDS, FLO RIDA BUILDINO CODE AND A C 1 318-14. TEST CYLINDERS MUST DE TAKLN LAM , bll CUBIC YARDS
PER DAY P ER TY PE OF C ONC RETE PRIOR TO PLA CEMENT TESTING LAB SHALL PROVIDE COPIES OF CONCRETE TEST ALL STRU CTU RAL S1ELL !1LM S HUM GRA DE AN D IN CO NTACT W ITH SOIL 10 BE PRO TECTED WITH SPLCIAL LPDXY
RESULTS 10 ENGINEER, OFFICE FOR RENEW RANYT urvICA:
WELDED WIRE FA BRIC SHO P DRAWINGS:
SHALL ONLYCONFORM TO A. srM . A185-89, AND BE SDPPD2IE0 ON ENGINEER sF AB BOLSTERS SPACED Al 3. -DE a. c. TEAT SHEETS ONE BLULL OR REVIEW ( PRI IOIRUCTO FABRICATION
ARE ALSO REQUI E,D RAL STEEL, FENCE. SHOP RED)
PAPER SEPIA (S SHALL BE To SUBMITTED10
RETURN.) `AND AL
REINFORCING
REINFORCING STEEL ALL WORK:
SHALLGBEODEFORM ED B ARN. FREE FRO M LOOS E RUS T AND S CA LE. AN . C ONFOR MING To AsLQ A 6I, 90 . D RAP E zOW OR K 5.1. 1 CONFORM. TO H IL REUUIREMLNIS 01 IRE LA TEST EDINON or I HE FLORIDA B UIL.. CODE
PIE ED:
WIND LOAD SIIALL COMPLY WITH FIN INCUIRLMLNIS 01 LORE. BUILD!. CODE & ASCE /
SSORIES SHALL HAVE UPTURNED LEGS. AND BE PLASTIC DIPPED A, IER I ABRICATION ACCESSORIES FOR
'N'EIX:EVING SHALL BE NSTALLED IN ACCORDANCE Vol, A C. CURRENT EDITION
CONTRACTOR SHAH WORK THE STIMICTURA L PLANS IN CONJUNCTION MTH THE ARCHITECTURAL MECHANIC, .
OT MAIN REINFORCNC SU PPORT BARS SHA LL SHA 50 OR GREATER. AND 00 I SPACE0 MO RE TH AN 4T -OE C/C SUPPORT 9.5 01 EXTEN D MORE TH AN I -s PAST OUTERMOST CHAIR OR SUP PORT BAR AND InDS Lv FQ 2BIDD0rv. TH0 ONCINEOR WILL rvQT BE NLSPQNSIBLE FOR [RRORs Rf SUI II Nc FRO M
SPACERS SDCH ACTIO N
A MIN IMUM OF 3 SU PPORT BAR S A ND 3 INDIVIDU AL NIGH CFI.. I), EA CH SIRPOR1 BAR SI IALL PRO., 1017 ISITIVXCEZA VS4n1: LD'C'SN'STC')11101?I'CPORN'TMEACCT)In 'g.'4Er1IERTYRUACLjUlAIINTAS rff 1b't0.'*)"
TOP REINFORCING GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS, I INES AND I FVELS 01
Pc1. 04,,CcE4n1r,,,,f,I,Ncf,TTYT,04,1STT IX BE ACCORDANCE TM THE MANUA ) OF STANDAR D PRAC TICE OF frZIOITLOTALFUTP RMIErSALL4BnYCOHO'F'Y'ALCI TI1'1'ElE'BrAX=NIRCArrP XTV4 Nr'''
cRsi OF DISCREPANCIES Ex IV/ELN THL ARCHI TEE 1URAL. AND STRUCTURAL PLANS. NOTIFY E NGNEER TS
PLASTIC TIPP ED CO LUMN SH BE P RO VIDED FO R WRN GAL COLUMN REINFORCING STEEL. SUCH THAT A OFFICE
R TO NOT
ED CONSTRUCTION 031 THE
DISCRETION HH ARC),ECI URAL PL ANS SHALL GOVERN UNLESS SB,LNGFR 15
TH E CONTRA CTO R SH ALL PRON DL 2b ION S OF STEEL RLIN EORUMEN 1 FOR 1HE EN GINEER TO ,E Al HIS
MINIMUM CLEARANCE IIDURING CO NSTRUCTION THE CONIRAC1OR SHALL 0.1, CREDIT TO THE OW NER FOR ANY UNUSED PORNON OF THE
MASONRY:
BLO CK UN I1S SH ALL CO NFORM 10 F I ORIDA GO NCRE It AND PR OM.. ASSO C.., 511.11-iCATION E CM -1. A ND 10 ,
A. S.,. C90. GRADE N. TE I WITH A COM PRESSIVE STRENGTH P 1.5, PSI. ON THE NFT (:ROSS -SECTION AL AREA 1 ro
N OISTURE CONTENT OF BLO CKS SHALL NOT EXCEED 3SS TOTAL ABSORPTION 1. OF .ACLM ENI
MA. AS
LINEA R
. A CE 1O0 02000 UNITS
USED FOR EXTERIOR WALL SHALL N OT EXCEED 0.x MORTAR SHA LL
MA
HORIZONTAL REINFORCEMENT, STANDARD TRUSS DESIGN NO 8 & FOR REINFORCED M ASONRY WALL
UDER TYPE
W ALL OR ENGINEER APPROVED EQUAL SHALL BE PROV IDE. EVERY .N0 BLOCK COURSE (,�aa VERTICALLY)
O.D. ry
_ES l, BE FIELD CLEAR OF OVERP,O SLABS AN D BEAMS
LLR UPPER
A ACOSLAB OR BEAM
WuE oTo DEAD DSBR �- ABOVE, LOWER NON, OM) BT ARK. MASONRY WALL vial.
BE GRO UTED TIGHT BELOW MEM HEN
A
I.m 1
SECTION
1
s -T
EVERY 2nD BLOCK ou02 0 BLOCK -01 2N 0 20160 ous.N.) (0 I/2" LONG) AND IN SERTS SHALT BE USED
G ROUT SHA LL C ONFORM TO A S. : M C-4/6 ,ECIEICA TIO NS
PRISM COM PRESS!, STRENGTH (2'02) OF EACH SPECIM EN IS CALCULA TED By DIVIDING ULTI MATE TEST LOAD (TO BE
DRT) B - ul1 IESI s PHISMS
20220. 085610825010100200 PRISM STRENGTH Is , 00 P.SI (U 0.N)
LILDGX USTI). MAY HE PONE FOLLOWING ASIM ESANPu ND 0,10 IL SING OF ,NCRE IE M AS ONR Y 5
TESTIND L. SHALL PROV IDE COPIES OF MASONRY TEST RESULTS TO ENGI NEER'S OFFICE FOR
REN EW
A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING FOUR FEET MTH A MAXIMUM TOTAL POUR OF T WELVE FEET
ZE,,FMM U,T,S,1),ZNI4E, CwOnUsDH AZO.BEEM4F IAFJSproRPID161,06)=DINC. OR MECHANIC. VIBRATION Ai ,
GROUTING OF MA SONR Y O ft...CLE AN-OUTS SH ALL BE PROVI DED AS PER A C I SSD & NCM
CONTRACTOR 10 KEEP AI L TIFT DLO, WALLS BR ACED DURING PLACENE NI AND CO NPACIION DI NEW FILL
ALL MASONRY WO RK SH ALL CONFORM TO AC1 530 AND NCM A STA NDARDS. LATEST
EDITION
STRUCTURAL STEEL
I FABRICATE AND ERECT STRUCTURAI STFET iN CONFORMANCE WITH SECTION 051200 AISC ESPFCIFICATION FOR THE
DESIGN A BRICATION AND DL SI GN 01 SIRU CT URAL TSNEL FOR B UILDI NG,. III COMMENIARY. AND ALL OS,
REQUIREMENTS
2 STRUCT,RAI STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING MATERI M S
A RO LLED W AN D WT SHAPES ASIN A992 GRADE 50
PLAN NOTES:
IRIS DRAWING IS PREPARED AND SIG N & SE ALED ONLY FOR
PROVIDING T HE DETAILS TO PROVIDE NEW STEEL FENCE ARO UND
IHE EXISTING PARK
IAJ LIMITED GROU P, I NC A ND 110 ENGINFE RING CONSUL T AN IS RESERVE
THE RICH I TO REVISE AND SUPPLEMENT THIS DRAWING IF IN T HEIR SOLE
OPINION ANY ADDITIONAL INFORMATION 15 MADE AVAILABLE 20 THEM
INCLUDING NEW DOCUMENTS, PHYSICAL DATA, OR NE W EVIDENCE .
TAJ LIMITED GROUP, INC AND 1IS ENGINEERING CONSULTANTS HAVE
PREPARED 1HIS DR AWING EXCLUSIVELY FOR T HL CLIENT. ANY USE OF T HIS
DRA WING BY ANY OTHER INDIVIDUAL(S) OR E NTIT Y WITHOUT THE EXPRESSED
WRITTEN CONSEN1 OF TAJ LIMITED GROUP, INC 15 PROHIBITED. SHOULD
ANOTHER INDIVIDUAL OR [NTT TY RELY ON THIS REPORT WIT HOUI THE PRIOR
SPECIFIC WRITTEN CONSENT OF IAJ LIMITED CROUP, INC, THEY SHALL
INDEMNIFY TAJ LI MITED GROUP . INC . AND ITS ENGINEERING CONSUL i0NIS
FROM ANY DAMAGES, LOSSES, OR EXPENSES THEY MAY INCUR BECAUSE
OF SUCH IMPROPER USE .
EXCEPT AS OTHE RWISE NOTED, THIS D RAWI NG DOES NOT CONTAIN ANY
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S-1
PROJECT AGREEMENT
FOR DESIGN SERVICES
BETWEEN
THE CITY OF
OPA-LOCKA AND
SSN ENGINEERING, LLC
PROJECT NO. 2022-04-013
THIS PROJECT AGREEMENT (the "Agreement") is made and entered into this
day of , 2022 between the CITY OF OPA-LOCKA, FLORIDA,
a Florida Municipal Corporation with its principal offices located at 780 Fisherman Street, 4th
Floor. Opa-locka FL. 33054 (the "City"), and SSN ENGINEERING LLC (the "Consultant"), a
Florida corporation authorized to conduct business in the State of Florida, with principal offices
located at 3500 N. State Road 7, Suite 213-4. Lauderdale Lakes, FL 33319.
WITNESSED:
WHEREAS, on June 10, 2020, the City approved a pool of Qualified Firms to provide
Architectural and Engineering Consulting Services to the City on an as needed basis pursuant
to RFQ# 20-0324200 Library of Miscellaneous Professional Consultants; and
WHEREAS, the Consultant is a member of the pool under the subcategory of Civil
Engineering, Landscape Architectural, Structural Engineering and Traffic Engineering Services
and has executed a Continuing Services Agreement; and
WHEREAS, the Consultant has been selected by the City to provide architectural and
professional engineering consulting services (known as the "Project", the "Services" or the
"Scope of Services") for the construction and engineering services.
NOW, THEREFORE, in consideration of the foregoing recitals, which are incorporated
herein, and the mutual covenants, terms and conditions provided below, the Consultant and the
City agree as follows:
1. CONTRACT DOCUMENTS
The Contract Documents referred to in this Agreement shall be comprised of the
following:
1.1 This Agreement (the "Specific Projects" or "Project Agreement") between
the parties), including any General Terms and Conditions, Supplementary Conditions,
Statement of Work or any other provisions contained within this Agreement.
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1.2 A Scope of Services request completed by the Consultant and
accepted by the City, attached hereto as Attachment "A"; and
1.3 Any and all applicable addenda, proposals executed and submitted
by the Consultant and accepted by the City, specifications and insurance
certificates; and
1.4 All amendments mutually agreed to after execution of this Agreement.
These Contract Documents comprise the entire agreement for the Services agreed
to herein between the parties, and incorporated into and made a part of this
Agreement as if attached to this Agreement or repeated herein. In the event of a
conflict between this Agreement and any other Contract Document(s), this
Agreement shall prevail.
2. THE WORK
Consultant shall furnish all labor, materials and equipment necessary to provide
professional Services as specified in the Scope of Services and accepted by the
City.
3. PERIOD OF SERVICE
The Consultant shall begin work promptly after receipt of a fully executed copy of
this Agreement and a letter of Notice to Proceed from the City and shall complete
the Project within the time mutually agreed upon, as specified in the Scope of
Services request accepted by the City.
4. COMPENSATION
Compensation (the "Contract Sum") for performing the Services related to the
Project shall be the fee of One Hundred Ninety -Five Thousand Dollars
($195,000.00) specified in the Scope of Services request accepted by the City.
5. PAYMENTS
5.1 The City shall pay the Contract Sum to the Consultant subject to the
completion of tasks as specified in the Attachment "A". The City shall pay the
Consultant for work performed subject to the specifications of the job and any
additions and deductions by subsequent change order provided in the Contract
Documents. All payments shall be governed by the Florida Prompt Payment Act,
Chapter 218, Part VII, Florida Statutes.
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5.2 The Consultant shall provide periodic invoices to the City upon
completion of a substantial amount of Services relating to the Scope of Services
contained within this Agreement. Payment shall be made to the Consultant upon
approval of submitted invoices to the City.
6. TERMINATION
This Agreement may be terminated by the City for convenience upon ninety (90)
calendar days' written notice to the Consultant. In the event of such termination, any
Services performed by the Consultant under this Agreement shall, at the option of the
City, become the City's property, and the Consultant shall be entitled to receive
compensation for any work completed pursuant to this Agreement to the satisfaction
of the City up through the date of termination. Under no circumstances shall City make
payment for Services that have not been performed.
This Agreement may be terminated by either party for cause upon five calendar days'
written notice to the other should such other party fail to perform in accordance with its
material terms through no fault of the party initiating the termination. In the event the
Consultant abandons this Agreement or causes it to be terminated by the City, the
Consultant shall indemnify and save the City harmless against loss pertaining to this
termination. In the event that the Consultant is terminated by the City for cause and it
is subsequently determined by a court of competent jurisdiction that such termination
was without cause, such termination shall thereupon be deemed a termination for
convenience and the provisions in the paragraph above shall apply.
7. DEFAULT:
In the event of a default by Consultant, the default provisions contained in the
Continuing Services Agreement between the parties shall govern.
8. ANTI-LOBBYING/NO CONTINGENT FEE:
The provisions of Section 11 of the Continuing Services Agreement shall apply to this
Agreement.
9. WARRANTIES AND GUARANTEES:
9.1 The Consultant warrants that its Services are to be performed within the
limits prescribed by the City and with the usual thoroughness and competence of the
Consultant's architectural and/or engineering profession.
9.2 The Consultant shall be responsible for technically deficient designs,
reports or studies due to negligent acts, errors or omissions. The Consultant shall, upon
the request of the City, promptly correct or replace all deficient work due to negligent
acts, errors or omissions without cost to the City.
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10. BINDING EFFECT:
This Agreement shall bind and the benefits thereof shall inure to the respective parties
hereto, their legal representatives, executors, administrators, successors and assigns.
11. AMENDMENTS AND MODIFICATION:
No amendments and/or modifications of this Agreement shall be valid unless in
writing and signed by each of the parties to the Agreement.
12. MERGER: AMENDMENT:
This Agreement, including the referenced Contract Documents, and any
attachments, constitute the entire agreement between Consultant and City, and all
negotiations and oral understandings between the parties are merged herein. This
Agreement may be supplemented and/or amended only by a written document
executed by both Consultant and City.
13. NONASSIGNABILITY:
Consultant shall not assign, subcontract or transfer any rights or delegate any
duties arising under this Agreement without prior written consent of the City, which
consent may be withheld by the City in its sole discretion.
14. NOTICES:
Whenever either party desires to give notice to the other, it shall be given by written
notice, sent by certified United States mail, with return receipt requested,
addressed to the party for whom it is intended, at the place last specified, and the
place for giving of notice in compliance with the provisions of this paragraph. For
the present, the parties designate the following as the respective places for giving
of notice, to -wit:
FOR CONSULTANT:
FOR CITY:
WITH COPY TO:
SSN Engineering, LLC
3500 N State Road 7
Suite 213-4
Lauderdale Lakes, FL 33319
City of Opa-Locka
Darvin Williams, Interim City Manager
780 Fisherman Street
Opa-Locka, FL 33054
Burnadette Norris -Weeks, P.A.
City Attorney
401 North Avenue of the Arts
(NW 7th Avenue)
Fort Lauderdale, FL 33311
Telephone: 954-768-9770
Facsimile: 954-768-9790
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15. SEVERABILITY; WAIVER:
Any provision in this Agreement that is prohibited or unenforceable under Florida or
federal law shall be ineffective to the extent of such prohibitions or unenforceability
without invalidating the remaining provisions hereof. Also, the non -enforcement of
any provision by either party to this Agreement shall not constitute a waiver of that
provision nor shall it affect the future enforceability of that provision or the remainder
of this Agreement.
16. Scrutinized Companies
16.1 Contractor certifies that it and its subcontractors are not on the Scrutinized
Companies that Boycott Israel List. Pursuant to Section 287.135, F.S., the City may
immediately terminate this Agreement at its sole option if the Contractor or its
subcontractors are found to have submitted a false certification; or if the Contractor,
or its subcontractors are placed on the Scrutinized Companies that Boycott Israel List
or is engaged in the boycott of Israel during the term of the Agreement.
16.2 If this Agreement is for more than one million dollars, the Contractor certifies
that it and its subcontractors are also not on the Scrutinized Companies with Activities
in Sudan, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector
List, or engaged with business operations in Cuba or Syria as identified in Section
287.135, F.S. Pursuant to Section 287.135, F.S., the City may immediately terminate
this Agreement at its sole option if the Contractor , its affiliates, or its subcontractors
are found to have submitted a false certification; or if the Contractor, its affiliates, or
its subcontractors are placed on the Scrutinized Companies with Activities in Sudan
List, or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector
List, or engaged with business operations in Cuba or Syria during the term of the
Agreement.
16.3 The Contractor agrees to observe the above requirements for applicable
subcontracts entered into for the performance of work under this Agreement.
16.4 As provided in Subsection 287.135(8), F.S., if federal law ceases to authorize
the above -stated contracting prohibitions then they shall become inoperative.
17. OTHER PROVISIONS:
17.1 Titles and paragraph headings are for convenient reference and are not
a part of this Agreement.
17.2 In the event of conflict between the terms of this Agreement and any
terms or conditions contained in any attached or referenced Contract Documents, the
terms in this Agreement shall prevail.
17.3 No waiver or breach of any provision of this Agreement shall constitute
a waiver of any subsequent breach of the same or any other provision, and no waiver
shall be effective unless made in writing.
17.4 Consultant acknowledges that the public shall have access, at all
reasonable times, to certain documents and information pertaining to City contracts,
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pursuant to the provisions of Chapter 119, Florida Statutes. Consultant agrees to
maintain public records in Consultant's possession or control in connection with
Consultant's performance under this Agreement and to provide the public with access
to public records in accordance with the record maintenance, production
and cost requirements set forth in Chapter 119, Florida Statutes, or as otherwise
required by Law. Consultant shall ensure that public records that are exempt or
confidential from public records disclosure requirements are not disclosed except as
authorized by Law, for the duration of this Agreement and following completion of this
Agreement until the records are transferred to the City.
17.5 Unless otherwise provided by Law, any and all reports, surveys, and other
data and documents provided or created in connection with this Agreement are and
shall remain the property of City. Upon completion of this Agreement or in the event
of termination by either party, any reports, photographs, surveys and other data and
documents and all public records prepared by, or in the possession or control of
Consultant, whether finished or unfinished, shall become the property of City and
shall be delivered by Consultant to the City Manager, at no cost to the City, within
seven days of termination of this Agreement. All such records stored electronically
by Consultant shall be delivered to the City in a format that is compatible with the
City's information technology systems. Upon completion or termination of this
Agreement, Consultant shall destroy any and all duplicate public records that are
exempt or confidential and exempt from public records disclosure. Any
compensation due to Consultant shall be withheld until all documents are received
as provided herein. Consultant's failure or refusal to comply with the provisions of
this Section shall result in the immediate termination of this Agreement by the
City.
17.6 Upon request by City's records custodian, provide City with a copy of
requested records or allow the records to be inspected or copied within a
reasonable time at a cost that does not exceed the cost provided in Chapter 119,
Florida Statutes, or as otherwise provided by law.
IF CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO CONSULTANT'S DUTY TO
PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT
THE CUSTODIAN OF PUBLIC RECORDS AT (305) 953-2821, OR BY MAIL:
CITY OF OPA-LOCKA - CITY CLERK'S OFFICE, 780 FISHERMAN STREET,
4TH FLOOR. OPA-LOCKA FL 33054.
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18. E -VERIFY FORM:
Definitions:
"Contractor" means a person or entity that has entered or is attempting to enter into
a contract with a public employer to provide labor, supplies, or services to such
employer in exchange for salary, wages, or other remuneration.
"Subcontractor" means a person or entity that provides labor, supplies, or services to
or for a contractor or another subcontractor in exchange for salary, wages, or other
remuneration.
Effective January 1, 2021, public and private employers, contractors and
subcontractors will begin required registration with, and use of the E -verify system in
order to verify the work authorization status of all newly hired employees.
Vendor/Consultant/Contractor acknowledges and agrees to utilize the U.S.
Department of Homeland Security's E -Verify System to verify the employment
eligibility of:
a) All persons employed by Vendor/Consultant/Contractor to perform
employment duties within Florida during the term of the contract; and
b) All persons (including sub-vendors/subconsultants/subcontractors)
assigned by Vendor/Consultant/Contractor to perform work pursuant to the
contract with the Department. The Vendor/Consultant/Contractor
acknowledges and agrees that use of the U.S. Department of Homeland
Security's E -Verify System during the term of the contract is a condition of
the contract with the City of Opa-Iocka; and
Should vendor become successful Contractor awarded for the above -named project,
by entering into this Contract, the Contractor becomes obligated to comply with the
provisions of Section 448.095, Fla. Stat., "Employment Eligibility," as amended from
time to time. This includes but is not limited to utilization of the E -Verify System to
verify the work authorization status of all newly hired employees, and requiring all
subcontractors to provide an affidavit attesting that the subcontractor does not
employ, contract with, or subcontract with, an unauthorized alien. The contractor shall
maintain a copy of such affidavit for the duration of the contract. Failure to comply
will lead to termination of this Contract, or if a subcontractor knowingly violates the
statute, the subcontract must be terminated immediately. If this contract is terminated
for a violation of the statute by the Contractor, the Contractor may not be awarded a
public contract for a period of 1 year after the date of termination.
IN WITNESS WHEREOF, the parties hereto have caused this instrument to be
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executed by their respective duly authorized representatives the day and year written
below.
FOR CITY:
ATTEST: CITY OF OPA-LOCKA
By:
Joanna Flores, City Clerk Darvin Williams
Interim City Manager
Dated:
Approved as to form and legal sufficiency
for the use of and reliance by the City of
Opa-Locka only:
City Attorney
Burnadette Norris -Weeks, PA
FOR CONSULTANT:
WITNESS: SSN ENGINEERING, LLC
By:
Authorized Representative
Print Name Print Name
Date
Corporate Seal:
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ATTACHMENT "A"
Consultant's Scope of Services and Fee Proposal dated April 29, 2022 to provide Continuing
architectural and professional engineering services required for the Construction and
Installation of New Fencing and Gate System on Sherbondy Park for the amount of One
Hundred Ninety -Five Thousand ($195,000.00).
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