HomeMy WebLinkAbout17-18145 /
CITY OF ZEPHYRHILLS
_ ~ 5335-8TH STREET
(813)780-0020 181�k5
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18145 Address: 38522 A AVE
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT �OMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 14-26-21-0010-01700-0060 '
Improv. Cost: 20,000.00 OWNER INFORMATION
Date Issued: 2/15/2017 Name: CROWN CASTLE GT COMPANY LLC
Total Fees: 417.50 Address: 4017 WASHINGTON RD
Amount Paid: 417.50 MC MURRAY PA 15317-2520
Date Paid: 2/20/2017 Phone: (813)342-3853
Work Desc: INSTALL PROPANE GENERATOR W/ 10 X 5 TANK PAD
CONTRACTOR S APPLICATION FEES
J CROMPTON ELECTRIC INC BUILDING FEE 202.50
J CROMPTON ELECTRIC INC ELECTRICAL FEE 60.00
SECURE GAS SERVICE FIRE PERMIT FEES 50.00
FIRE INSPECTION FEES 25.00
/ FIRE PLAN REVIEW FEES 50.00
Q �,, , CONTRACTOR CERTIFICATE 30.00
U
.r � (�,( `f
, 2
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CE LING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTYON FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspes;tion,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
C T C R SI NATURE PERMIT OFFI R
P MIT XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
ALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
/
' , ���� I ����Y..� ���� .��i ����4��
38410 6th Ave Zephyrhills, FL. 33542
= FIRE SER1/tCE U�ER FEES �
Occupancy No.:
, Plan Na.: Contractor:
Business Name: Billing Address:
Business Adcfress:
Business Phone Na.: Billing PFiane No.:
Business Fax No.: Bilfing Fax No.:
Contact: Contact: ',
�
P[.14R!REVIEW FEES iNSPECTiON fEES , PEI2MIT FEE FAISE AtARM FEE �
8 Site Plan N/C Annual N/C Sprinkler $50 1stAlar'rn N/C
MuiB-Fami(ylCommerclai .06 sf 1st Re-3nspection NIC Standpipes $50 2nd A(ann NIC
(Nlinimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C
❑Pfan Revisians DBL 3rd Re-insgecGon $254 I-100dS $50 4th Atarm $900
4th Re-Inspectian $500 F Alarm $50 5th Alarm $150
SPRINKl..ER SYST�MS (Business closed until LP as $50 6th Atarm $200
�0-25 Heads $50 violations corrected} :, a ural Gas $50 NON COMPLIANCE $150
26 pius Heads $100 SPRINKLER SYSTEMS Fuel Tanks- pertank $50
STAt+IDPtPE SYSTEM Hydro Undergrounds $45 Sparkters $100
� Per Riser $5Q Hydrostatic Test $65 per system Fire Works $500
FIRE Pt1MP Acxeptance Tesi $45 persys#em Carnp Fire $25 �
�Per Pump $100 Hydrant Flow $75 Controlled Bum $100
FIRE AEARM SYSTEM HaodiDuct $50 •
8 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 annuai
28 plus Qevices $10Q System Accepfance $50 Fire Frofe�tion $25
3UPPRESSt01d SYSTEMS Recatl Acceptance $50 Flammable Appiication $50 Mnuai
Wet $50 07HER Waste Tire Storage $50 Mnuat .
Dry $50 Fire Wa1USmok�Waii�M1 $15 perwatt Generator�KW $100
CO2 $5p P Gas� $ per tank Generator}30 KW 150
Other $50 Na ra� as $25 persystem B�aHazard Wasfe $900 annuat
KITCHEN EXHAUST Fumigation Tenting $50
�HoodlDucts $5Ci 7ent 14'x90'or greater $15 per tent Torch PotlApplied $50
Fire Pump $45 Haz.Materials $10p ,annuai
LP t r nk $50 Fire Suppress3on $3Q
, Fuet Tank Instailation $50 System Acceptance
{Per Tank) $50 8 Exhaust Hood/Duct $30
�Naturai Gas instaitation $50 Re-inspection DBL
��� Per S stem
( y ) (other than annual)
�Spray Boath $50 �Enspection scheduled DBL e
and cancelled less than
24 hours
Construction Insp. N/C
Emergency Vehicle At $50 FALSE ALARM
PLANS TOTAL� INSPECTiON 70TAL� PERMIT TOTAL� TOTAL�
GRAND TOTAL C��1�:�
Comments:
Date:
inspector:
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/Homeowner: , ,�%�'(�Y�
Date Received: �—�� �
Site: �� J Z Z �'����
Permit Type: �
��S��E':�P ��rE 2
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
�
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Kalvin Swit — s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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816298 80959 ` 2017023472
Permit No. I D��s Parcel ID No 14-26-21-0010-01700-0060
NQTICE OF COMMENGEMENT
State of Florida County of Pasca
7HE UNDERStGNED hereby gives notiCa thaf improvement wIII be made to certain rEal property,and in accordance with Chapter 713,Florida Sta#utes,
the following infortnation is provided in this Notice of Commencement 'p p�
1 Description ot Property: Parcel Identification No.14-26-21-0010-01700-0060 Maores First Addition To City Of Zephyrhills PB 1 Pg 57 ►r?!!�9
Lots 6,7,&&inclusive Block 17 OR 4639 PG 280 N �'
Strees Address: 38522 A Aue. 2eghvrhil(s,FC 33542 ti@;�
N O O�
2, C�eneral Description oC Improvement Verfzan wirelesspr000sina to install a new orapane eenerator with an external 500 gal ���
tank usine a 10'x 5'tank pad. 7c m
3. Chmer Information or Lessee information It the Lessee contracted for lhe improvemznt: au��
. �
Crown Castle�T Companu I.LC ���
Name �
A017 Washington ftoad,PMB 353 McMurray PA a m�
Atldress City Stata y .
tnterest in Properiy: T4wer Qwner K m
cY
Name of Fee Simple Titteholder:
(Sf di(ferent trom Owner iisted above) �
� ,
Address City Slate
4. Contraclor: �•Crompton Electric,Inc.
1290 OId Congress Avenue West Patm Beach F�
� Cit State
ConVador's Telephone No. �321)288-7093 Y �N c
i aOYD
5. Surery: NJA �4 N o
Name
�z
•+m
Address Cify Siate ��^+r
Amounl of Bond: 5 — Telephone No. �•/�/yIN?
•W.• o
6. �ender: N�A i�n�i D
Name
3 n
0
Address City State �r�
�ende�s Telephane No. �
0
7 Persons within the Slale of Florida designated by the owner upon whom notices or other documents may be served as provided by N"'�
Sec6on 713.'13(1)(a)(7),Fiorida Statutes; NF`3
N�F; � F- � Y
Name � �Z� �. L�
r ,, � � W
Address City State A � �� Q� ��+� U
Telephone Number of Oesignated Person: ��y� � ��� �"
�- Ca � Z4 `� �= n�.
8. In addition lo himsetf,Ihe owner designates N�A �f— (y W � � w �"` LL.�
to receive a copy of fhe l.�enor's Notice as provided in Section 713.13{1}@},Florida Statutes. {� a�G� Q �
7elephone Number of Person or Entiry Designated by Owner: � �- � � `� C7
9. Fxpiration date af Notice af Commencement(the expirakion date may noi be befote the compietian of canstntcGon and finai payme�t to the � _� �� �
� F--}{�{,�- �
contraclor,but will be one year from the date oi recording uniess a difterent date is specified): o F,,, � t,t}�^j � �
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AF7ER THE EXPIRA710N OF THE N0710E OF COMMENCEMENT C� <C O ���d'
ARE CONSSDERED IMPRdPER PAYMENTS UNDER CHAPTER 753, PART 1, SEC7ION 713.13, FLORIDA STATUTES, AND CAN = CJ U W y
RESULT SN YOUR PAYlNG 7WlCE FOR 1MPRt?VEMENTS TO YOUR PR6PERTY A N6TlCE 4F CQMMENCEMENT MUST SE Q E-���_.i !
RECORDED AND POSTED pN THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENQ 70 OBTAIN FINANCiNG,CONSULT (� �.. U p�� � (,)` 1
WITH YOUR LENpER OR AN A7TORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEN7 � ���� O�..,,`
t3nder penaity of petjury,!deciare thaf i have read the foregoing notice ot commencement and ihat tha tacts stated therein are ime to the best Q���� ��
of my knowtedge and behef. � tl.i(�� � � �
�— c.:,
STATE OF FLORIDA �'� '��--""'� 1Je L, ,-��Q �'•`' O
COUNTY QE PAS�Q Hi(is6orough (� �— �
Signature of Ovmer cr Lessee,or Ownets or�essee's Aufhorized � LLi(F) �
OfficerlDirectodPaiinerlManager ����L1J �
„plpject Manaaer . � ��� F-- �
Signatory's TitlelOffice L� &--t—'Q � a �
The/oregoing instrument was acknowtedged before me lhis 14th day of February ,20 17,by ��c�V�- ��-LP
as Project Menager (type of authority,e.g.,officer,ttustee,attomey in fact)tor
Crown Castle GT CompanV LLC (name of party n behalf otwhom'ns ment was executed).��----�•- ��� � �
1 ..�1 L\ I �,�al � �� �T'
Personally Krwum�9&Produced ldentification� No�ary Slgnature +�.�� �'�".� .•�
��
Type of ldentificaiion Produced Name(Prin-�� { ��.t`4 `����v�' �
;'��"•"4ef;.,, KRISTEN A.RUDGY � m
o` � a
'r• ;: Notary PuClic•State o1 Fbrida � , • �'
�'! ! �
- ��?p�y Gomm.ExptteS Dec 26.2Q 17 ,,� �' � �
M.%�'.'`' Commisslon#FF D79561 ` c�
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wpdalalbcslnoticecommancemenlyc053048 ���� Q �
� •� �
a�saaaoozo City of�Zephyrhilis Permit Application Fax-813-780-U021
• �Building Department
815298_59059 u�
Date Rocoived � 1 �
PhoneContactforPermfttin n1' 3a� 3352
Crown Castla GT Company LLC ior t'arizon E1�-3^.�-3�5=
Owner's Name Ownor Phone Number
4511 t7 Himas hve, Ste 210, Tampa, eL 3"s619
Owner's Address Owner Phone Number
Cra::n •�aa.1e GT Comcany L...,
Fee Simple Titleholder Namo Owner Phone Number
:G.`�{Jr1�SHING39ti AD Ptd'r 3S',i, u �
FeeSimpleTlGeholderAddreas 2;� 1SUARIY PA 15?i�-25zo
JOB ADDRESS 3&522 A ave , Zephythills, FL 33542 LOT# °' �' b 9
-2c-'_1-OC10-017C0-OJGO
SUBDIVISION PARCEl10# i�
i (OBTAINED FROM PROPERTY TA7C NOTICE)
, WORKPROPOSED B NEwCONSTRe ADDIALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
, PROPOSED USE Q SFR Q COtdM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FR.4ME � STEEL Q
�, 'Je�i�on Wireless proposirg co install a neu trcpane gzne:ato_ •.rich an e�.ternal 500 gal
, DESCRIPTION OF WORK tar.}: vs?n a 10' x S' tar.k oad. -�
BUILDINCi SIZE SQ FOOTAGE� HEIGHT �
' QBUILOING S �u,000 VALUATIONOFTOTALCONSTRUCTION
ELECTRICAI S AMP SERVICE PROGRESS ENERGY W.R.E.C.
� � 0
QPLUMBING $ � s
QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION � ` � � '
�IiAS � ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
1 � J. Crompton Eiectric, Inc.
BUILDER � � �i ✓ COMPRNY
SIGNATURE RE6ISTERE� Y/ N FEE CURaEn Y/N
�4C Old Ccna -,,., .,.�. �.�,,,, Falr.� Sc--h,F.. 37�C3 CGC629i.
Address " a 1 � License#
ELECTRICIAN � b • COMPANY S. Crompcon Electric, Inc.
SIGNATURE PEGI9TERED Y/ N F'e'e CURRE� Y!N
AddfC55 ��OG 0_d Jc gtes= ?. _, 'rles: Palm 9=ach,FL 339 5 LfC8�58# I �L�3Db28�TZ
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License�
' MECHANICAL COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y 1 N
Addross License#
OTHER COMPANY
SIGNATURE REGISTERE� Y! N FEE CURREA Y/N
Addresa License�
RESIDENTIAL Attech(2)Plol Plans;(2)sets of Building Plans;(t)sel af Energy Forms;R•O-W Pertnit fa new conslruction,
Minimum lon(10)wortcing days after su6mittal date. Roquired onsile,Construction Plans,Stormwater Plans wl Siit Fence tnstalled,
Sanilary Facililies&1 dumpster;Sile Work Pertnit for subdlvisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Llfe Safety Page;(1)set of Energy Fortns.R-O-W Pormit for new conshuclion.
Minimum ten(10)woricing days atter submittel date. Required onsite,Construclion Plans.Stormwater Plans wl Silt Fence installed,
Sanitary Facililies 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PCRMIT Attach(2)sets of Enginaared Plans.
""PROPERTY SURVEY required forall NEVt'coneWction.
................................... ......................... ......._
Dlrecdons:
Fill out application complelely.
Owner&Contractor sign back of application,notarized
If over 52500,a Notica of Commencement Is requlred. (A/C upgrades over 57500)
•• Agent(for the contractor)or Power of Altomey(for the ovmer)would be someone with notarixed letter trom ownar authorizing same
OVER THE COUNTER PERMIT7fNG (Front of Applicalion Oniy)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurveylFoolage)
Driveways-Not over Counler it on public roadways..needs ROW
816298_89059
� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" I
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hirad a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation I
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the I
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- •
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupanc�'or final power release. If the project does not involve a certficate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco Counry WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRt1CTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is�2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owne�',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owne�'prior to commencement. ,
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compiiance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or fnstallation has
commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating ,
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also ��
certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is '
my responsibility to identify what actions I must take to be in compliance. Such agencies inciude but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WateNWastewater Treatrnent.
- Southwest Ftorida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services(Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. �,
I understand that the following restrictions apply to the use of fitl:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
consVuction,I certify that fill wiil be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
if I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the pennitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for elecVical work,
N�umbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiabie cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A PIOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR PVOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.1 .03) (1
LJ � J
OWNER OR AGENT CONTRACTOR r
' Su scribed and swom�)(�or affirm )befory,me Qiis Subscribed and swo�A t�o(or Qffirmed)before me this,'��,Sow���2a17
a ��7 by IC.2.VLl� �+�-F7.�_ by lC\1G014Q� �g�r:tr
Who is/are personallYlsnown to me or hasl ave produced Who islare 2ersonally known to me or haslhave produced
�—as identificadon. as Identiflcation.
�` l Notary Public �/ • 1Qd/k l.(.WtJ W�.� / ,e�� Notary Public
Commfss(on No. ���'��'1 s�a� Commission No. �� 0 3� 7�J
„ ,�•-r Sv�Iai�r:E�WF��
,,,,RY P,,, p ,pnn e or s em e Name of No`���d d�
a • '��g�9Cr��PUF3LlC
�o�� �e�.,� KRISTEN A.RUDDY r�.,�{����:�a ��,S�'r1TE OF�LQRIDA
5 r: :°c Notary Public-State ol Florida �.�.�;����C�,.�,�FF437G'05
;^: :o�;My Comm.Explres Dec 26,2017 sf,���.,cy
��°%%°���°��,
Commisslon # FF 079561 �"�t`e�7��'����'�7
Page is too large to OCR.
GENERAL NOTES: STRUCTURAL NOTES: MISCELLANEOUS
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO CRO WN I. DESIGN REQUIREMENTS PER 2014 FLORIDA BUILDING CODE (5TH EDITION) AND THE - ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTNERS FOR STRUCTURAL STEEL FRAMING SHALL
_ - - - 1. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA CONFORM TO AS ORS EXCLUDED A325. THE PLERS SHALL. ALL EXPOSED 5/8
FASTEN. DIA.NERS. NUTS,ING TWE AND WASHERS SHALL BE WITH
- -NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE SUPPORTING STRUCTURES. - CASTLE
- - - OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL.
_ CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE I N T E R N AT I 0 N A L
- - - - - _ - - - - IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED - 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES
_ _ AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS FOR CONNECTION HARDWARE SHALL BE STAINLESS STEEL
- - - - TO BE PERFORMED. _ STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE -
COMMENTARY AND THE A.I.S.C. CODE OF STANDARD PRACTICE. - 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND - 1.�
-- NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4511 N. HIMES AVE.,
' - 2. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE - - SUITE 21 O
- - - ,II SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND 3. STRUCTURAL SHALL CONFORMA TO AND ASSHAPES
ALL STRUCTURAL STEEL TUBING SHUALL CONFORM TO4_ PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE F
TO THE PROCEDURES TO BE USED ON THIS PROJECT. STAINLESS STEEL HARDWARE THROUGHOUT. - TAMPA, FL 33614
♦ • _ PIPESAS A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE - STAINLESS
3. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND HOT DIP GALVANIZED AFTER FABRICATION. 5- THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND
SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. ( CONNECTIONS.
4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY AWS)D1.1 2010.
4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY-TO DETERMINE ERECTION PROCEDURE AND STRUCTURAL WELDING CODE-STEEL WELD ELECTRODES SHALL BE E70XX.
SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL
• - - - ERECTION AND/OR FIELD MOBRACI IISGUYSUORS¶BUT OIINOT LIMITED
TO, THE Y BE NECESSARY 5 ALL OWNEROANDLIS NOT INCONUDEDOINS AND THESEC ONST UCTIONNSMIR UIPMENT SHALL DOCUMENTS. THEE AS CONTRACTORDSHALL E BENDS TO BE A MIN. OF 8" RADIUS.
ADDITION OF WHATEVER TEMPORARY ZEPHYRHILLS `_
FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO-BOLT HOLE NEPA
SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL.
_ - -_ AFTER THE COMPLETION OF THE PROJECT. SHALL BE STAINLESS STEEL -
- - - - - - - - - _ jL
• - - _ - _ - - - - 5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE 6. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE 89059 F-
FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. COATING OR AN ANTI-OXIDE COMPOUND SUCH AS 'NO-OXIDE A' BY DEARBORN CHEMICAL COMPANY.
_--- MATERIALS ORDERING. FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY
DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE 7. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND P -ACCORDANCE WITH THE CED IN9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING RUST
OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO REQUIREMENTS OF ACI 318-11 AND ACI 301-05, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE AND APPLYING COLD GALVANIZATION.
PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF STRENGTH OF 3000 PSI (U.O.N.). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESSALL €
CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE OTHERWISE NOTED. MINIMUM CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. 10.EXCEEDAXIAL CABLE
CABLEBE SECURED
CTUR ES SPECESIGNEDNS WHIICHEVERUISTLESS. WITH HARDWARET TO ZEPHYRHILLS, FLORIDA 33542
_ SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES. AND -
_ _ _ PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL 8. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 675 GRADE 60, DEFORMED BILLET STEEL BARS. SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT.
_ - - - NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. - 11. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING THIS DRAWING IS THE PROPERTY OF THE ThREE (3) ANTENNA RETURN LOSS TET). THIS TEST SHALL BE SURYORJONGINEER A Y NOT BE
6. ALL MATERI
ALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM 9 THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.l S.C. PERFORMED TO E THE IS ECIFICATIONS AND(PA PARAMETERS OUTLINED BYS THERADIO FREQUENCY ENGINEER. USED OR REPRODUCED WITHOUT HIS/HER t
{ FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SPECIFICATIONS - - THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. EXPRESSED WRITTEN PERMISSION
SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER
AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY 10. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE AND TO
STEEL 12 THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING
EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. THREE (3) TYPE—WRITTEN TIME DOMAIN EFLECTOMETER TESTS TO VERIFY CABLE LENGTH
- - - - _ - SUBSTITUTED. - CHECK FOR WATER DAMAGE. _
11. HOT—DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC—COATED, AFTER FABRICATION WHERE PRACTICAL
_ - - - 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE_ 13. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS.
_ - -- SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS yylTM .�.�TECHNOLOGIES s
_ TH
RESPONSIBLE FOR INSURING AT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL N GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO AS A 12. REPAIR DAMAGED SURFACES 14. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2� DIA. AND SHALL �AyI�SENO.: F90004899
- ! APPLICABLE LOCAL STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF NOT EXCEED 6'-0". _ KCI TECHNOLOGIES,INC.
WORK. - - - GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO 15. ALL MAIN TRANSMISSION CABLES WILL BE TERMINATED AT A POLYPHASER PROTECTOR LOCATED WITHIN 10/01 HIGHLAND MANOR DRIVE
- - WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT ALL IN THE EQUIPMENT SHELTER/ENCLOSURE. - SUITE 120
_ .__ - _ ♦ 1 8. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE TAMPA,FLORIDA 33610
9. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR
- - - - - - - - j BUILDING CODE. COATED AND WIPE OFF EXCESS MATERIAL 13. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S (813)740.300
- - - - - - - - - - - - - - j - R
INSUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE 16. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS LISTED E
MANUFACTURER'S SPECIFICATIONS ARE STRICTER. - - ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE TO FIELD
INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE EREIN. �+ CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE DRAWN BY. L.VASQUEZ
- - - LENGTHS PRIOR TO ORDER. l
10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL PERMITS CHP.CI�BY: S.ARBUTHNC+J
COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS - 17. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS: A) AT ANTENNA PRIOR TO JUMPER, B) F
- - - ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL - 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM AU_ APPLICABLE AT THE BOTTOM OF THE TOWER, C) EXTERIOR PART OF THE WAVEGUIDE ENTRY PORT(AT THE 11. PREFABRICATED BUILDING INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'SAPPROVliDBY: J.1?EDIl4EId.
GOVERNMENTAL AGENCIES. - - SHELTER/CABINET WALL), D) INTERIOR OF THE SHELTER/CABINET. REVISIONS
{ - SPECIFICATIONS 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE 18. ALL MAIN CABLES WILL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE, B) MIDDLE OF THE BY.
CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE - - CABLE RUN IF OVER 200'. C) AT THE BOTTOM OF THE TOWER, D) PRIOR TO ENTERING EQUIPMENT NO. DATE A ty23.i6 90 SUBAB'1'Tht. if
- _ - - - - PERMITS. - SHELTER/CABINET (WITHIN i' OF ENTRY).
B 01-31-17 100%t1UBMRTAL LV
3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-11, BUILDING 19.PROVIDE AT LEAST 6" SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR
�+ REQUIREMENTS FOR STRUCTURAL CONCRETE". FUTURE CONNECTOR REPLACEMENT. r
UTILITIES - 4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE. COUNTY OR CITY). 20.PROVIDE A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND a
_ ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHELTER/CABINET.
_ 1. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING
UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. LOCATION OF EXISTING 21. CABLE SUPPORT RODS INSIDE SHELTER SHALL BE CUT 2� BELOW LOWER SUPPORT PLATE AND SHALL
SEWER, WATER LINES, GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR 5. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC-) ALL MATERIAL NOT SUITABLE FOR SUBGRADE BE COVERED WITH A RUBBER CAR ENGINEER:
OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE IN ITS PRESENT STATE. IF THE MATERIAL, AFTER REWORKING, REMAINS UNSUITABLE THEN THE - ``11 �j•¢�ELL PE
_ - - - PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR ASSUMES SOLE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MATERIAL AT HIS 22 PROPOSED METER AND DISCONNECT SHALL BE LABELED WITH AN ENGRAVED PLATE WITH SITE ID ``` Vml A 63809
_ _ - _ RESPONSIBILITY FOR VERIFYING LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES EXPENSE. ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLE DUMP NUMBER, SITE NAME, AND ADDRESS.
(INCLUDING TEST PITS BY HAND IF NECESSARY) IN AREAS OF CONSTRUCTION PRIOR TO TRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED. -
-- - - - - --
STARTING WORK. - CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM .ALL UNISTRUT CUTS AND ANY METAL ENDS WITH RAW EDGES SHALL BE COLD GALVANIZED AND
-' • - - - - - - F
- _ i THAT SHOWN ON THE PLANS, OR IF THERE APPEARS TO BE A CONFLICL 6. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES 23 COVERED WITH APLASTIC/RUBBER CAP. ` ��(' I�B����!-�/�y
R
- _ _ - FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS `�IRATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS - RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN 24.TRAPEZE RODS WILL BE CUT 4 INCHES FROM THE BOTTOM OF THE BUSS AND CAPPED WITH RUBBER �
- _ 2. CONTRACTOR SHALL COO D
- _ - - - - AND CONSTRUCTION MANAGER. OPERABLE CONDITION. - - CAPS t
3. DAMAGE BY THE COED SURFACES
TO UTILITIES OR PROPERTY OFTH OERS, INCLUDING EXISTING 7, ALL MATER
IALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF Y5,ANY METAL(I.E. FENCE POSTS) WILL BE GROUNDED WITHIN 6 FEET OF ANY PROPOSED EQUIPMENT. NO.
♦ PAVEMENT AND OTHER SURFA DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION ACCEPTANCE. , '
SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE CONTRACTOR AT NO 26.TOWER GROUND TO BE NOT MORETHAN 2 OR 3 FEET FROM TRANSITION (BEND).
_. - - - _ - - _- - '- - - - - _ - i - ADDITION AI COST TO THE CLIENT. FOR GRASSED AREAS SEED AND MULCH SHALL BE g, ALL DIMENSIONS SHALL BE VERIFIED 1 THE PLANS (LATEST REVISION) PRIOR TO COMMENCING
ACCEPTABLE. CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE 27.THE SEAM BETWEEN THE SHELTER AND THE CONCRETE PAD WILL BE GROU WITH TED
CONTRACTOR SHALL HAVE E SET OF APPROVED -PLANS AVAILABLE AT THE SITE AT ALL TIMES WIDEN COMPOUND, INCLUDING ANY GAP BETWEEN PAD AND STOOP. - ��
4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER. THE REQUIREMENTS FOR AND LIMITS OF WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR - - ®I( ♦ A�10� /yam
OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE. CONTACT BY GOVERNING AGENCY INSPECTORS. v
_ - - - - - - - - 5. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND TELEPHONE - '/��,� � \� - r
-_ _ _ _ - SERVICE WITH THE TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS. - PAINTING: - -
- 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORY PRIOR TO - -
COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTIUTIES ARE WITHIN THE LIMITS OF 1. CONTRACTOR TO COORDINATE PAINTING REQUIREMENTS WITH OWNER. -
PAVEMENT. - 2. PAINT COLORS SHALL BE SELECTED TO MATCH EXISTING COLORS AND TEXTURES.
SCA AS NOTED
3. PROVIDE THE BEST QUALITY GRADE OF COATINGS AS REGULARLY MANUFACTURED BY APPROVED PAINT - - - DA
- THD
- MATERIAL MANUFACTURERS. MATERIALS NOT DISPLAYING THE MANUFACTURER'S IDENTIFICATION AS A
STANDARD, BEST-GRADE PRODUCT WILL NOT BE ACCEPTABLE. -
MBER: 011602351 C
- - - - - - 4. ONPRLDE LY THINNERS OAT PAINT PROVEDROVED BY PRODUCED
THE PAINT MANUFACTURERFINISH USE
PAINT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED -
SHEE ITLE
LIMITS.
.- - - - y - 5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR, NOTES
• - - APPEARANCE AND COVERAGE. CLOUDINESS, SPOTTINGS, HOLIDAYS, LAPS. BRUSHMARKS, RUNS, SAGS,
) ROPINESS, OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE.
-- - - - --- _ - -- 6. FERROUS METALS - - - -
SHOP PRIMED: - -
- - _ - 1. TOUCH-UP COAT - RED OXIDE METAL PRIMER SHEET N-�
_ 2. FINISH COATS - SEMI-GLOSS-ALKYD ENAMEL
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- - - FINISHED GRADE
'As HOLES FOR 3y' DIAMETER GROUND BAR 1 ( TH
TYP) EXOERMIC WELD R/Ay cl Y v
BOLTS; ALL HARDWARE TO BE CONNECTION (TYP) '►.I N/TLE
STAINLESS STEEL A
#2 AWG. 11NNED, SHELTER PAD OR ,
COPPER, SOLID WIRE. TOWER GROUND RING INTERNATIONAL y
O O O O O O O O
- A _ CBLE CONNECTIN TO 451 ctN'. CRIMnES AVE., _ -
- 24• - - - (PARALLELA O
EXOTHERMIC - SUITE L10
_ MOUNTING HOLES I 1"t )6" ` )6' MIN. WELD) TAMPA, FL 33614
}6" MIN. ' x 10'-0" GROUND E
" DIAMETER BOLTS Y4' MAX. r Yi MAX ROD (TYP.) [
ELEVATION EXOTHERMIC WELD
SEE DETAIL THIS
{ Ya" SHEET
iL BELOW GRADE
PARALLEL EXOTHERMIC CABLE TO CABLE CONNECTION ZEPHYRHILLS
WELD 89059 1
SECTION 'A—A'
NOTE: CONTRACTOR SHALL FIELD DRILL HOLES AS 38522 A AVE. F
REQUIRED TO MATCH LUG DIMENSIONS AND ZEPHVRHILLS, FLORIDA 33542 � - _-
NUMBER OF CONNECTIONS. FIELD COORDINATE ee
WITH CONSTRUCTION MANAGER.
EXISTING SERVICE FROM UTILITY THIS DRAWING IS THE PROPERTY OF THE
WAVE GUIDE AND MAIN GROUND BAR SURVEYOR/ENGINEER REPRODUCED
WITHAY OUT HIS/HER
USED OR REPRODUCED WITHOUT HIS/HER
EXPRESSED WRITTEN PERMISSION
EXISTING 120/208V, 3PH, 200 AMP UTILITY
METER.
TWO HOLE COPPER EXISTING SERVICE RATED BREAKER DISCONNECT. /(
TERMINAL EXISTING SERVICE M 3 POLE, 120/205V, 225 AMP. 11l/
GROUNDING CONDUCTORS,
CABLE 4 #3/0 AWG EXISTING BOND #2 AWG BARE, TINNED, SOLID COPPER TECHNOLOGIES
- GROUND BAR PLATE (MGB, EXISTING #4 AWG CONDUCTOR TO GROUND RING AND SERVICE FLORIDA LICENSENO.: EB0004898
AGB) SERVICE GROUND ) GROUND KC1 TECHNOLOGIES,INC.
0 10401 HIGHLAND MANOR DRIVE
STAINLESS STEEL 0 TO GROUND ROD
HARDWARE - - SUITE 120
EXISTING SERVICE = TAMPA,FLORIDA 33610
GROUND ROD (813)740.2300 fi '
EXISTING 4#3/0 & 1#6 GRD
IN 2" CONDUIT EXTEND DRAWN BY' L.VASQUEZ E ,
ELEVATION TO ATS. CONTROL CIRCUIT TO ATS CHECREDBY: S.ARBUTHNOT
PUGENERATOR EMERGENCY STOP
TON APPROVED BY: J.FENNELL
PROPOSED AUTOMATIC TRANSFER SWITCH REVISIONS
• 200AMP, 120/208V. 3PH. 4W ND. DATE BY:
GROUNDING TWO HOLE COPPER TERMINAL TRANSFER SWITCH CASE
CABLE (SHOWN AS BACK TO BACK BOND TO GROUND RING #2 AWG A >zzi-ts 9o%SUBM'tTAL L -
CONNECTION) VC TO ALARM BLOCK B 01.31.17tao%sUBMIIfAt V L
ON TELCO BOARD _
HEX BOLT GROUND BAR PLATE IN Z CONDUfrFROM I F
ATS TO GENERATOR z
(18—BSS) NUT (TYPICAL) (2) 1'C TO GEN. FOR ALARM
AND CONTROL WIRING
FLAT WASHER BELLEVILLE WASHER (TYPICAL)
(TYPICAL) FLAT WASHER (TYPICAL) 3P. 200 AMPS. 120/208V ENGINEER:
NEW FEEDER CONDUCTORS; DISCONNECT INTEGRALLY MOUNTED JAMES T.FENNELL,PE
SECTION 'A-A' 4#3/0 & 1#4 GRD IN 2" CONDUIT G IN GENERATOR ENCLOSURE FLLICENSENO.63808
NOTES: TO MTS 120/206V 50KW LPG,GOIERA1BR
DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. OXIDE — INHIBITING JOINT - EXISTING MANUAL TRANSFER DUPLEX RECEPTACLE MOUN \�\1 1t liii��
COMPOUND TO BE USED ON ALL CONNECTIONS. BACK TO BACK CONNXIDE —5 SHALL BE USED SWITCH G — INSIDE GENERATOR HOUSING (125V/20A) �� LAN /,
j _ GNLY WHEN NUMBER OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE - GENERATOR FRAME BOND �� __ C /,�
c� sE i
SPACES. - - PANELBOARD (LA & LB) - #2 AWG COPPER - � ,
71 FOR LUG TO STEEL — INSERT LOCK WASHER BETWEEN LUG & STEEL. NOTE:
TYPICAL GROUND BAR PLATE EQUIPMENT LOCATED WITHIN DASHED 1.MODIFY BONDING AND GROUNDING AS 'I No. �'• LINES IS EXISTING AND IS SHOWN FOR—�� NEEDED PER MANUFACTURER SPECIFICATIONS
CONNECTIONS INFORMATION ONLY 2.GENERATOR IS NON—SEPARATELY DERIVED e
SYSTEM.
2#12 & 1#12 GRD IN 1" CONDUIT A/ /4
/
6" DIA. 6" DIAMETER SCHEDULE 40 PVC FROM EXISTING PANELBOARD •, `�
I W TH 6" CLEANOUT ADAPTOR TO THE GENERATOR BATTERY ��
#2 BTW TEST WIRE FITTING; COAT PLUG THREADS
WHERE APPLICABLE WITH ANTI— SEIZE LUBRICANT EXISTING GENERATOR RECEPTACLE CHARGER �, O.. ����``
j
PRIOR TO INSTALLATION - -
2#12 & 1#12 GRD IN 1" CONDUIT i' , N `�
FROM EXISTING PANELBOARD FINISHED GRADE SCALE: AS OTED -
z PROVIDE AND INSTALL (1 EACH)
2E 1P. 20A MOLDED CASE CO IN THE DAT I0/03/I6
z EXISTING PANEL AND LABEL 1
2 FOR BATTERY CHARGER AND 1 KCIJOB BER: 011602351O
r7 o _ FOR BLOCK HEATER - - -
SHEET ITLE
CONTRACTOR SHALL PROVIDE INITIAL FUELING ELECTRICAL
CONNE RMIC WELD TO 90% OF TANK CAPACITY (INCLUDING ANY DETAILS
CONNECTION• FOUNDAl10N FUEL STABILIZERS}. CONTRACTOR SHALL CONTRACT
x 10'-0" GROUND ROD GROUND RING WITH GENERATOR MANUFACTURER AUThORIZED
"x 1'-O" AT CABLE TO SERVICE COMPANY TO PERFORM ALL WARRANTY
ABLE CONNECTION INSPECTIONS AND START-UP ROUTINES RSOR O SHEET j -
R ZON ES SUCH ` -
C ACCEPTANCE, UNLESS VE
SERVICE UNDER SEPARATE CONTRACT. ONE-LINE DIAGRAM
INSPECTION / TEST PIT DETAIL