HomeMy WebLinkAbout19-21139 CITY OF ZEPHYRHILLS
5335-8TH STREET '
(813)780-0020 21139
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number:21139 Address: 7248 GALL BLVD
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 35-25-21-0010-08800-0000
Improv. Cost: 15,000.00 OWNER INFORMATION
Date Issued: 4/23/2019 Name: PROVEST TOWNVIEW LLC & MISSION H
Total Fees: 240.00 Address: PO BOX 515
Amount Paid: 240.00 HUDSON, NY 12534-0515
Date Paid: 4/23/2019 Phone: 785-249-1141
Work Desc: INSTALL ROOF MOUNT ANTENNA W/ROUTE CONTROL CABLE TO RADIO IN STORE R
CONTRACTORS APPLICATION FEES
ATLAS SOLUTIONS INC BUILDING FEE 172.50
ATLAS SOLUTIONS INC ELECTRICAL FEE 67.50
(�- A
Ins ections Required
FOOTER 2ND ROUGH PLUMB mlbu INSULATION CEILING
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.
REINSPECTION 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 reinspection,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 performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received ;� —21 - j 9 Phone Contact for Permitting `�( 52(o — S�31
Owner's Name veS� �ow�.v p�. Lt_C Owner Phone Number
Owner's Address 7'1 4,% C.-.<< itvd. -JIS L 31yLf I Owner Phone Number
Fee Simple Titleholder Name r.l d Owner Phone Number
Fee Simple Titleholder Address K/A
JOB ADDRESS 7 14$ C-,o—tl LOT#
SUBDIVISION PARCEL ID# :3S- ZS--21 ^ 001 D -d$$as -aooa
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED ® NEW CONSTR e ADD/ALT ® SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR COMM OTHER s-inr rock &,s l ro-L+`4 4s L-
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK tvAS411 o rvwuv�� �chl-e.r`�, 14 Yflv)2 Go►��vol lo� � r"10 �(AC� h
BUILDING SIZE SQ FOOTAGE= HEIGHT
®BUILDING $ VALUATION OF TOTAL CONSTRUCTION I sjDda
ELECTRICAL $ 5/ O b AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
U
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER-1 AA ' r l�hh I COMPANY
SIGNATURE REGISTERED N FEE CURREN /N
Address Zb1l Me- C.r. <I-. `�j-d.,��,, �G �� License# GC'
ELECTRICIAN �. AK J'�%PANY 4ke s Sotv�;r,k-S k,
SIGNATURE REGISTERED / N FEE CURREN L12 N
Address 'ZoII 58 �� Gr, . :Zi '�L3 3 License#
PLUMBER COMPANY —71
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster:Site Work.Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
***'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencernent_is•required::,(A/C upgrades over$7500)
" Agent(for the contractor)or PowerofAttofr)ey'(for the,ownec)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING;:`+'% .(Copy;of,.contract;rep dire
7)
Reroofs if shingles Sewers -;,�Si3rvice'UpgFad'es]A%C:: Fences(Plot/Survey/Footage)
" ,.{.; .•,;,;,,;,,,,,,,;;,•;..: � ;�,,•,.mod:,.....
Driveways-Not over`:Cbunterif on"public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
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 hired 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
under state law. If the owner or intended contractor are uncertain as to,what:licensing requirements may apply for the
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 IMPACT/UTILITIES 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 occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior,to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION 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—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and.Consumer Affairs.. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" 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 compliance 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 installation has
commenced prior to issuance of a permit and that all work will be performed 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 government 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 include but are not limited to`
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida 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 fill:
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
construction, I certify that fill will 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 bne (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 permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, 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
justifiable 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 NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER O AN ATTORNEY BEFORE RECORDING YOUR AIOTJM OF COMMENCEMENT.
FLORIDA JURAT(F.S. 1.17.03
OWNER OR AGENT CONTRALTO.
Subscribed and sworn to(or rrned)before me this •Subscribed.an&swo^� T a rmed fo me_this--
Who is/are personally known to me or has/have produced Wh are.o . onall know me or has/have produced
as identification. f Id 1, �s �C 'f���as identification.
Notary Public !At Notary Public
Commission No. Comm(sion • 'J"
av "AUViss INEBpGES
Name of Notary typed,printed or stamped Name of Note
tg�,,, r 1
""""�7roYFaln I �Opp�70f8
NOTICE OF COMMENCEMENT INSTR44 2019061612 BK 9893 PG 1510
04,123/2019 10:25am Page 1 of 1
Permit Number Tax Folio# 35-25-21-0010-08800-0000 Rcpt: 2047996 Rec: 10.00
DS: 0.00 IT: 0.00
The undersigned hereby gives notice that improvement will be made to Paula S. O 'Neil , Ph.D.
certain Real Property, and in accordance with Chapter713, Florida Pasco County Clerk & Comptroller
Statutes,the following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY:
(Legal description of the property and street address,if available).
7248 Gall Blvd. Zephyrhills,FL 33541
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Install roof mounted antenna,route communications cable into store room to existing rack mounted This space reserved for recording
equipment frame. Sprint Site TA92XS012.
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name&Address: sprint wireless-7248 Gall Blvd. Zephyrhills,FL 33541
Interest in Property: Lease hold
Fee Simple Title Holder(if different from owner listed above):ProvestTownviewLLc
4. CONTRACTOR: Name: Atlas Solutions,Inc. Phone Number: 941-812-9952
Contractors Address: 2071 58th Ave.cir E Bradenton,FL 34203
5. SURETY(If applicable, a copy of the payment bond is attached): Amount of bond: $
Name: �� Phone Number:
Address:
6. LENDER'S NAME: iV� Phone Number:
Lender's address:
7. Person's within the State of Florida Designated by Owner upon whom notice or other documents may be
served as provided by Section 713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner designates of to receive
a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Phone number of person or entity designated by Owner:
9. Expiration of notice commencement (the expiration date will be 1 year from date of recording unless a different date is
specified. 20,
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFO7 nNCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Aaron Natalie- Manager
(Sign re of Owner or Lessee,or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
Authorized Officer/Director/Partner/Manager)
State of,74"G-4/ County ofaor�
The foregoing InItru��ent was acknowledged before me this 2� day of 20 �� by
n�A a�l`� for S0!'-yff
(type of authority, ...e.g.officer,trustee,attorney in fact) (name&p�on behalf of whom instrument was executed)
Personally Known or Produced Identification /fin Q
AFRAI`tCINE gy'L
Signature of Notary Public Notary Public-Notary Seal
State of Kan as FormIPS02—Revised 01/13/15
Niy Commission Expires_ ID ,)_& �3lJ7�j
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: J 1 +) (, -� so v 4 V�q S 7
J, C
Date Received: 3/� 7
Site: 7�, VW '
Permit Type: h S`� I �� M o wlw A, 4C h{le,
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the be co ents• ❑
1Vl
This comment sheet sha e kept with the permit and/or plans.
APR 9 .9 2019
Kalvin r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Cascade: TA92XS012 Store#: 7696
Sprint'
Mini Macro Retail Store Site Survey Report
Store Address: .7248 Gall Blvd. Zephyrhills, FL 33541
Survey Date: 9/25/2018
Survey By: Dave Mann/Atlas Solutions,Inc./941-812-9952/DaveMann@atlassolutionsinc.net
On Site POC: Jean-Paul Zapata 813-815-5180.
Explanation of cable entry: We will re-use the existing cable entry on the back wall of the building.
Surveyor Comments/Site Challenges: Limited access behind store, Panera drive through.
0Nail-Salon
f-"— �'` .•, • .Existing mount,antennas and
� � i Proposed cable path in 2" i «� cabling to be removed by
PVC conduit supported
with Dura-Blok sleepers. '�'M Install contractor.
� .
Proposed antenna location mounted
on non-penetrating sled with
protective rubber mat underneath.
r
Aerial Map of Building Showing Proposed and Existing Equipment Locations over Store
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Sprint
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f$ l Pill J
T + n • J11�
• • of Existing BDA or NSC units insidestore
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Cascade: TA92XS012 Store#: 7696
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Photo of Proposed rCAN Location
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Cascade: TA92XS012 Store#: 7696
(Intentionally Left Blank)
f A 1 4B Y s > >
STAINLESS STEEL BOLT
)
WIRE SIZE BURNDY LUG BOLT SIZE
STAINLESS STEEL
System No. F-A-1028 FLAT WASHER
(TYP)
F Rating-2 Hr IS AWG GREEN INSULATED YASC-21C38 3/S'-I8 NC 52 BOLT 2-MOLE CRIMP/
COMPRESSION
CONNECTOR
T Rating-0 Hr aAWG SOLE)TINNED YA3C-21O38 SF-16 NC 82 BOLT
O
�A 4 #2 AND
STRANDED YA2C-2TC38 3/S'-16 NC 52 BOLT BAR GROUND
SECTION A-A NZI0 AND STRANDED YA2B-21C38 3/8'-16 NC 82 BOLT STTAANWEESSSSSRTEEL rx
i1/0 AWG STRANDED YA28.2N 12-16 NC S2 BOLT
STAINLESS
BELLVILLE WASHER STAINLESS STEEL NUT
BURNDY GROUND LUG W/ (TV?) (TV?) E �2
1.FLOOR ASSEMBLY-MIN 2-1/2 IN.THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF)CONCRETE.MAX LONG BARREL HEAT SHRINK SINGLE CONNECTOR AT GROUND BARS
11 DIAMETER OF OPENING IS 31-7/8 IN. (SEE CHART)
1A. FLOOR ASSEMBLY - (OPTIONAL)-(NOT SHOWN)-THE FIRE RATED UNPROTECTED CONCRETE AND STEEL FLOOR
STAINLESS STEEL BOLT
ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL DODO NUT GROUNDIGROUNDINGj SERIES DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND AS SUMMARIZED BELOW. (TYP) CONDUCTOR
A. CONCRETE - MIN 2-12 THI
CK ICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) LOCK WASHE STAINLESS STEEL c e
CONCRETE. (TYP) FLAT WASHER - 0 0
S.STEEL FLOOR AND FORM UNIT'S'-COMPOSITE OR NON-COMPOSITE MAX 3 IN.DEEP GALV STEEL FLUTED
UNITS AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.MAX DIAM OF OPENING IS 31-7/8 IN. DRAGON TOOTH WASHER °x < o
2.STEEL SLEEVE-(OPTIONAL)-NOM 32 IN.DIAM(OR SMALLER)SCHEDULE 40 STEEL PIPE CAST OR GROUTED INTO FLOOR (TYP)
ASSEMBLY,FLUSH WITH FLOOR SURFACES. STEEL
2A.SHEET METAL SLEEVE-(OPTIONAL)-MAX 6 IN.DIAM,MIN 26 GA GALV STEEL PROVIDED WITH A 26 GA GALV STEEL GROUND SAR
a4 SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID-HEIGHT AND SIZED TO BE A MIN OF 2 IN.LARGER BOLT 2OLE CRIMP/
THAN THE SLEEVE DIAM.THE SLEEVE IS TO BE CAST IN PLACE AND MAY EXTEND A MAX OF 4 IN.BELOW THE BOTTOM (SEE CHART) COMPRESSION STAINLESS STEEL
OF THE DECK AND A MAX OF I IN.ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR - (TYP) CONNECTOR FLAT WASHER
2B.SHEET METAL SLEEVE-(OPTIONAL)-MAX 12 IN.DIAM,MIN 24 GA GALV STEEL PROVIDED WITH A 24 GA GALV STEEL BURNDY TWO HOLE LUG W/ (TYP)
SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID-HEIGHT AND SIZED TO BE A MIN OF 2 IN.LARGER LONG BARREL STAINLESS STEEL STAINLESS STEEL NUT
THAN THE SLEEVE DIAM.THE SLEEVE IS TO BE CAST IN PLACE MAY EXTEND A MAX OF 4 IN.BELOW THE BOTTOM OF (SEE CHART) BELLVILLE WASHER ( ) a
THE DECK AND A MAX OF I IN.ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR. (TYP)
3.THROUGH PENETRANTS-ONE METALLIC PIPE,CONDUIT OR TUBING TO BE INSTALLED CONCENTRICALLY(VITHIN THE BARE WIRE TO BE
OX AT BOTH ENDS SINGLE CONNECTOR AT STEEL OBJECTS
FIRESTOP DEVICE PIPE,CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY.THE NO- >' m
ANNULAR SPACE BETWEEN PIPE CONDUIT OR TUBING AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN.
zm
(POINT CONTACT)TO MAX 1-7/8 IN.THE FOLLOWING TYPES OF PIPE,CONDUIT OR TUBING MAYBE USED. STAINLESS STEEL
3 O
STRANDED(GREEN INSULATED)ONLY FOR 66 AND STAINLESS
STEEL < U q
STEEL PIPE-NOM 30 IN.DIAM(OR SMALLER)SCHEDULE 10(OR HEAVIER)STEEL PIPE. SELF-O SCREW
(SEE CHART) METAL SCREW FLAT WASHER x 0.
IRON PIPE-NOM 30 IN.DIAM(OR SMALLER)CAST OR DUCTILE IRON PIPE. ) p U <
CONDUIT-NOM 6 IN.DIAM(OR SMALLER)RIGID STEEL CONDUIT. (TYP)
CONDUIT-NOM 4 IN.DIAM(OR SMALLER)STEEL ELECTRICAL METALLIC CONDUIT. _
COPPER TUBING-NOM 6 IN.DIAM(OR SMALLER)TYPE L(OR HEAVIER)COPPER TUBING. 244OLE RIMPISION w$
COPPER PIPE-NOM SIN.DIAM(OR SMALLER)REGULAR(OR HEAVIER)COPPER PIPE. CONNECTOR
i A
4.FIRESTOP SYSTEM-THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: hU'
A.PACKING MATERIAL-MIN 2 IN THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION TIGHTLY PACKED
INTO THE OPENING AS A PERMANENT FORM.PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF DRAGON TOOTH METALLK:OBJECT THE w
FLOOR AS REQUIRED TO ACCOAIM�ODATE REQUIRED THICKNESS OF FILL MATERIAL 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANLIFACTUtEWS SPECFICATIONS.ALL WASHER Z
B.FILL,VOID OR CAVITY MATERIALS--SEALANT-MIN 12 IN.THICKNESS OF FILL MATERIAL APPLIED WITHIN THE HARDWARE BOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE (TYP)
ANNULUS,FLUSH WITH TOP SURFACE OF FLOOR.AT POINT CONTACT,A MIN 12 IN.DIAM BEAD OF FILL TO BE AS FOLLOWS:BOLT,FLAT WASHER,GROUND BAR,GROUND LUG,FLAT WASHER AND NUT. 2 i a N
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
MATERIAL SHALL BE APPLIED AT THE CONCRETEISLEEVEIPIPE INTERFACE ON TOP SURFACE OF FLOOR.HILTI w
CONSTRUCTION CHEMICALS.DIV OF HILTI IOC FS-0NE SEALANT w I
MECHANICAL LUG CONNECTION
BEARING THE UL CLASSIFICATION MARK NOT TO SCALE
CONCRETE FLOOR ASSEMBLY HARDWARE DETAIL FOR EXTERIOR CONNECTIONS OhIO
o '
NOT TO SCALE
a Y�
NOTE:MINIMUM OF 8/S NUT
System No. F-A-2058 3TMRFAD6 TO BE�T P) ( ) p
3IESIST TAMPER Sprint.
F Rating-2 Hr ASHLER RESISTANT BOLT
T Rating-0 Hr 2 HOLE LONG (TYP) (TYP)
BARREL TINNED NSUATORS 6580 SPRINT PARKWAY
SOLID COPPER SEE NOTE 2. 0//ISLANDPARK,KANSAS
Lyq LUG R (TYP) 66251
3 ) ' WALL BRACKET ° °
SECTION A-A
o °WASHETIN COATED SOLI) °
COPPER BUS BAR S/S FLAT o ° °
WASHER ° °
1.FLOOR ASSEMBLY MIN 2-12 IN.THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF) CHERRY INSULATOR (TYP) °
CONCRETE.MAX DIAM OF OPENING IS 41N.
INSTALLED F REQUIRED SIB BOLT
IA.FLOOR ASSEMBLY (OPTIONAL NOT SHOWN) THE FIRE-RATED UNPROTECTED CONCRETE AND TTYP) UNIVERSAL COPPER
STEEL FLOOR ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER 0 GROUND BAR(49Q0') TA92XS012
SPECIFIED IN THE INDIVIDUAL 0500 SERIES DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND AS LOCK WASHER
SUMMARIZED BELOW. PM A.CONCRETE MIN 2-1/2 IN.THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT(100-150 PCF) (TV?) �UL
TWD-MOLE ZEPNYIt1ULLS,FL33541
CONCRETE. COMPRESSION LUG
B.STEEL FLOOR AND FORM UNITS' COMPOSITE OR NON-COMPOSITE MAX 3 IN.DEEP GALV LUG DETAIL
STEEL FLUTED UNITS AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.MAX DIAM OF
OPENING IS 4 IN. NOT TO SCALE Itlii
2. THROUGH PENETRANTS ONE NONMETALLIC PIPE TO BE INSTALLED CONCENTRICALLY OR
F '� JAMES T.FENNELL,PE
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND G TYPES AND SIZES OF NONMETA ASSEMBLY. N
ELECTRO-GALVANIZED
OF FLOOR-CEILING FL LICENSE NO.63808
EDGE OF OPENING TO BE MIN 3/8 IN.AND MAX 1 IN.PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES CONDUIT STRAP �` v E ��� �
NG THE FOLLOWING NONMETALLIC PIPES OR
CONDUITS MAY BE USED: SPACED3'4rO.C. ,` THISDRAWDNO,STHEPROPERTYOF
a POLYVINYL CHLORIDE(PVC)PIPE NOM 2 N.DIAM(OR SMALLER)SCHEDULE 40 SOLID OR1.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL i , i rror6EUTRESUR��.DOR EDMAv
CELLULAR CORE PVC PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY)OR VENTED(DRAIN, S RAPCON USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. * , WIT SSEXPBESSED
PJTITR PERMISSION
WASTE OR VENT)PIPING SYSTEMS. SCREW.TYP. SCALE: AS NOTED
N DATE: 12/12/18
B.CHLORINATED POLYVINYL CHLORIDE(CPVC)PIPE NOM 2 IN.DIAM(OR SMALLER)SDR17 CPVC
PIPE STEM USE IN CLOSED(PROCESSOR SUPPLY)OR VENTED(DRAIN,WASTE OR VENT)PIPING GROUND BAR DETAIL N* .
KCL toe NNI_FR:0'115066550
SHEET TITLE
3.FILL,VOID OR CAVITY MATERIALS'-SEALANT MIN 2-12 IN.THICKNESS OF SEALANT APPLIED WITHIN NOT TO SCALE • A,
OF ELECTRICAL
ANNULAR
STRUCTFLUSH
ONLL CHEMICALS,DIV OF HILTI INC FLOOR.-ONE SEALANT / , _n' `\ DETAILS
'BEARING THE UL CLASSIFICATION MARK I H 10 p.`. SHEET
CONCRETE FLOOR ASSEMBLY-NON-METALLIC PIPE CONDUIT STRAP DETAIL ,Uh1H \' E-3
1 -
1 m = J J
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NMI W
ANTENNA MOUNT '• H'1) 1) m
GROUND BAR " "
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6860 SROff PARKWAY
0MUM PARK,KANSAS
86251
L3M+1 Mi1i N We
allrina TA92XS012
734$GALL BLVD
ZEPNVEXILLE,FL 33541
)OO OOOOO
OOOOOOO
1% i'I'I,
EXISTING GROUND BAR • FE 1, ENGINEER:
G TO BE UTILIZED `�� V �. N• �4 /�j' JAMES T.FENNELL,PE
♦� G •♦ FL LICENSE NO.63808
y% TH6 I AWBJOU - 6i THE PROPERTY OF
• , * NOTBEUSIDORREPROWCIDAD MAY
WRITTEN FR}AI REPROMSED
R WRITTEN PERMISSION
*1 i SCALE ASNOfED
Lmdplaaiar PSI ; W DATE: 12/12/18
RITAG-dN F-f20 2W` KCIRIBNUMRER 01190565SC
♦♦♦ �� (1 SHEET TITLE
4 F LIN!ROUTING
LINE ROUTING DIAGRAM (TYPICAL) // s A�- ¼ DIAGRAM
I 111111 MEET
NOT TO SCALE E-2
GENERAL
A PROVIDE ALL LABOR,MATERIALS,EQUIPMENT AND SERVICES NECESSARY FOR N AND CIDENTAL TO THE CONDUCTOR INSULATION m z " '�'
COMPLETE INSTALLATION AND OPERATION OF ALL ELECTRICAL WORK.ALL WORK SHALL BE DONE BY A. ALL CONDUCTORS SHALL BE COLOR COOED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED ELECTRICAL LEGEND
QUALIFIED PERSONNEL AS SPECIFIED HEREINAFTER COLOR COMM SHALL BE BY MEANS OF COLORED INSULATING MATERIAL,
COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED,PERMANENT, 1 SEE DRAWING NOTE OF SAME NUMBER
B. CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE,AND THE NATIONAL ELECTRICAL NON.AGING,INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET
OR JUNCTION POINT.THE ,
SAFETY CODE ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION.THE 01STALLATKN SHALL COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED.THE FOLLOWING
COMPLY WITH THESE AND ALL APPLICABLE RULES S REGULATIONS OF LOCAL AND STATE AUTHORITIES SYSTEMS OF COLOR COOING SHALL BE STRICTLY ADHERED TO: 8,_ KILowATTH _METER
HAVING JURISDICTION. 1. GROUND LEADS:GREEN CONDUIT OR CABLED,DOWN
C. COORDINATE THE WORK OF ALL TRADES. 3. GROUNDED VOLT NEUTRAL BOLDS:UNGROUNDED G#TE 42 AWG GRRE.SC .TINNED COPPER CONDUCTOR 3.C BLACK,
, BLUE 40 VOLT) PHASE WIRES;
D. ARRANGE CONDUIT,WIRING,EQUMENT,AND OTHER WORK GENERALLY AS SHOWN,PROVIDING PROPER L •BLUE
CLEARANCES AND ACCESS.CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH �'�. R A HO BARE,SOLD,TINNED COPPER CONDUCTOR ROUTING
B. THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. AS SHORN ON truce
LOCATION WITHOUT SUBSTANTIAL ALTERATION.WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD
—3 CONDUIT TERMINATED OR TRANSITION AS INDICATED N PLAN
CONDITIONS OR OTHER CAUSES, AND PREPARE SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE.THE RIGHT CONDUIT SUPPORTS
IS RESERVED TO MAKE REASONABLE CHANGES N LOCATION OF EQUIPMENT.CONDUIT,AND WIRING UP TO '-lI- STANDARD GROUND ROD-5IVI0'-0'
THE TIME OF ROUGH-IN OR FABRICATION. A. SUPPORT SURFACE RUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRAPS.STRAP SPACINGS FOOT ON
CENTERS,MAXIMUM,UNLESS NOTED OTHERWISE. UNDERGROUND CONDUIT,POWER
E. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS,RENDS,FITTINGS AND B. FASTEN STRAPS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO HOLLOW MASONRY USING — — UNDERGROUND CONDUIT,TELCO
ACCESSORIES ARE NOT NECESSARILY SHOWN.PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE TOGGLE BOLTS.WOODEN PLUGS ARE UNACCEPTABLE.
WORK TO THE CONDITIONS. • EXOTHERMIC WELD OR MECHANICAL GROUND BOND
OUTLET,JUNCTION AND PURL BOXES INSPECTION SLEEVE
F. THERE SHALL BE NO INTERRUPTION OF POWER TO EXISTING ELECTRICAL SYSTEMS WITHOUT PRIOR CONSENT
OF THE BULDING OWNER.SUCH INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE SCHEDULED A. ALL BOXES,WHETHER OUTLET,JUNCTION,PULL,OR EQUIPMENT SHALL BE FURNISHED WITH - GROUND ROD EXOTHERMICALLY WELDED TO o
WITH THREE
THE OWNER AT LEAST BUSINESS DAYS IN ADVANCE OF THE OUTAGE THAT
ANY COST FOR WORK APPROPRIATE COVERS. BURIED GROUND RING
MUST BE DONE ON AN OVERTIME BASIS SHALL BE INCLUDED IN THE BD. B. NO SECTIONALIZED BOXES SHALL BE USED. < o
G. VISIT THE BITE AND INSPECT THE EXISTING CONDITIONS BEFORE BID IN ORDER TO ENSURE PROPER C. OUTLET,JUNCTION AND PULL BOXES SHALL BE SHEET STEEL WHERE REQUIRED TO FACILITATE PULLING
EVALUATION OF WORKING CONDITIONS AND LOCATION OF EXISTING CONDITIONS. OF WIRES OR CABLES,SUCH BOXES SHALL BE RIGIDLY MOUNTED AND INSTALLED IN ACCESSIBLE
LOCATIONS.
H. WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN.PROS THE REQUIRED ABBREVIATIONS&SYMBOLS
RELOCATION,RECONNECTION OR REARRANGEMENT TO RESTORE SERVICE TO ALL ITEMS,OUTLETS,ETC.NOT SAFETY DISCONNECT SWITCH
MADE OBSOLETE BY THIS WORK.
A. PROVIDE SAFETY DISCONNECT SWITCHES AS SHOWN ON THE DRAWINGS GS AND WHERE REQUIRED BY THE A .AU.+ERE
I. MOUNTING AND SUPPORTING OF ALL EQUIPMENT PROVIDED UNDER THIS SECTION SHALL BE COORDINATED NATIONAL ELECTRICAL CODE.SWITCHES SHALL BE HORSEPOWER-RATED WHERE APPLICABLE,AND AFF -ABOVE FINISHED FLOOR E;
SHALL BE THE SIZES REQUIRED.SERVICE ENTRANCE SWITCH SHALL BE SO RATED. AFG -ABOVE FINISHED GRADE
WITH THE CONSTRUCTION MANAGER IN THE FIELD. -ABOVE FINISHED ROOF
B. SWITCHES SHALL BE HEAVY DUTY TYPE FUSED OR UEUSED,AS INDICATED:SIDE HANDLE OPERATED, AGB ANTENNA
UNIT BAR } IS
SWITCHESG
PERMITS AND FEES NEMA I FOR GENERAL INTERIOR WORK AND NEMA 3R STEEL FOR EXTERIOR,DAMP,OR WET LOCATIONS. AK: -AIR HANDERES iNGINT UNLPTING . IS aP
SWITCHES SHALL BE EQUIPPED WITH A COVER INTERLOCK TO PREVENT OPERATION WITH COVER OPEN.
A. OBTAIN,PAY FOR,AND DELIVER ALL PERMITS.CERTIFICATES OF INSPECTION.ETC.,REQUIRED BY THE AJERICA zz3 O
GAUGE
AUTHORITIES HAVING JURISDICTION.DELIVER CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE C. SWITCHES SHALL BE VISIBLE BLADE,EXTERNALLY OPERATED,WITH ALL CURRENT CARRYING PARTS BIOt,CB -CIRCUIT BREAKER
a 9
OF THE WORK. SILVER OR TINPLATED.ALL SWITCHES SHALL HAVE PROVISIONS FOR NOT LESS THAN THAN TWO CAT -CATALOG p
EXTERNAL PADLOCK. C,COND. -CONDUIT
CAT -CIRCUIT
MATERIAL AND EQUIPMENT GROUNDING DWG -DRAWING
EMT -ELECTRICAL METALLIC TUBING
A. MATERIAL AND EQUIPMENT INSTALLED AS A PART OF THE PERMANENT INSTALLATION SHALL BE NEW, A. PROVIDE GROUND FOR ALL RACEWAYS,DEVICES.AND UTILIZATION EQUIPMENT PERMANENTLY AND FSS -FUSED SSAFET WITCH D FAULT NTl3RRlPTNG W A
UNLESS OTHERWISE INDICATED OR SPECIFIED,AND SHALL LISTED BY A NATIONALLY RECOGNIZED EFFECTIVELY N ACCORDANCE WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND AS Gil
TESTING LAB,FOR INSTALLATION IN EACH PARTICULAR CASE,WHERE STANDARDS HAVE BEEN ESTABLISHED. HEREINAFTER SPECIFIED.ALL GROUNDED NEUTRAL CONDUCTORS SHALL BE CONTINUOUSLY IDENTIFIED. GRD .GROUND
GR� S O =0
ALL GROUNDING AND BONDING CONNECTIONS SHALL BE SOLDERLESS.
CUTTING AND PATCHING MAGI -M N GROUND BAR
BREAKER
8. PROVIDE INSULATED GROUNDING CONDUCTORS FOR FEEDER AND BRANCH CIRCUIT WIRING AS CALLED M.H. -MOUNTING HEIGHT Z - G leT1ii
A. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OF THE ELECTRICAL WORK.ANY FOR ON THE PLANS.PROVIDE GROUNDING BLOCKS,TERMINALS,ETC.,FOR CONNECTION OF GROUND WIRE M.LO. .MAIN LUG ONLY i
DAMAGE DONE TO TFE WORK ALREADY IN PLACE BY REASON OF THIS WORK SHALL BE REPAIRED AT THE N ALL DISTRIBUTION EQUIPMENT,OUTLETS,JUNCTION BOXES,AND UTILIZATION EQUIPMENT.TERMINATE NEC -NATIONAL ELECTRICAL IRFMAA -NATIONAL ELECTRICAL
CODE d
CONTRACTOR'S EXPENSE BY A QUALIFIED MECHANIC EXPERIENCED IN SUCH WORK.PATCH6KG SHALL BE WITH LUGS OR COMPRESSION TERMINALS.CONDUCTORS LOOPED UNDER BOLTS OR SCREWS WILL NOT BE ACCEPTABLE. MANUFACTURERS ASSOCIATION z
NI
UFORM IN AND APPEARANCE A SHALL MATCH THE SURROUNDINGSURFACE.DO NOT CUT STRUCTURAL - NETA -SS ON ELECTRICAL TESTING U RA
MEMBERS WITHOUT APPROVAL BY THE CONSTRUCTION MANAGER WHERE PENETRATIONS ARE NECESSARY C. GROUND RODS WHEN NEEDED SHALL BE STEEL.COPPER CLAD 3)8"DIAMETER BY TEN FEET LONG. NESS -NON-FUSED SAFETY SWITCH 7 WW Le m
THROUGH THE ROOF,PROVIDE ALL NECESSARY CURBS,SLEEVES,SHIELDS,FLASHINNG,FITTINGS,AND GROUND ROD SHIELDS TO BE PROVIDED FOR DRIVING RODS. ND -NOT IN CONTRACT III I11
F ,`
CAULKING TO MAKE THE PENETRATIONS ABSOLUTELY WATERTIGHT. NO. -N UMBER
D. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM,THE EARTH RESISTIVITY SHALL BE MEASURED OCP -OVER CURRENT PROTECTION
ELECTRICAL WORK UNDER OTHER DIVISIONS USING WENNER FOUR TERMINAL METHOD.REPORTS OF THE MEASURED RESISTIVITY MUST BE SUBMITTED P. -POLE
-OLWINYL CHLORIDE uuiiII
LL N I N
TO THE CONSTRUCTION MANAGER. PVC
RGS -RIGID GALVANIZED STEEL
A. IN GENERAL POWER WIRING FOR SYSTEMS ARE INCLUDED UDERTHIS SPECIFICATION.CAREFULLY REVIEW E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 OHMS ON ANY SPST -SINGLE POLE.SINGLE TH620W
THE CONTRACT DOCUMENTS AND COORDINATE THE ELECTRICAL WORK TO BE PERFORMED UNDER THE PART OF THE SYSTEM.IF DUE TO SOL CONDITIONS OR OTHER PARAMETERS THIS MAXIMUM VALUE IS ,Sr. -TYPICAL
OTHER DIVISIONS. EXCEEDED,CONTACT THE ENGINEER FOR ADDITIONAL INSTRUCTIONS GROUND BAR PLATES ARE TO BE V -VOLTS
NP -WEATHERPROOF
MANUFACTURED EXACTLY AS DETAILED AND DIMENSIONED.DIMENSIONS TO BE ACCURATE TO". 0 _PHASE �' !.
GUARANTEE Spl"i nt
F. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL
A. GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE FROM ALL MECHANICAL AND
ELECTRICAL DEFECTS FOR THE PERIOD OF ONE YEAR BEGINNING FROM THE DAY OF FINAL ACCEPTANCE OF G. ALL BARE COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING.JOINT COMPOUND SHALL BE 658D SPRINT PARKWAY
THE WORK OR BENEFICIAL OCCUPANCY BY THE OWNER WHICHEVER OCCURS FIRST. KOPR-SHIELD BY THOMAS S BETTS. OVERLAID PARK,KANSAS
86251
H. CONNECTION OF CONDUCTORS BELOW GRADE TO GROUND RODS,GROUND RINGS,GROUND WELL,ETC.,
B. (WON RECEIPT OF NOTICE FROM THE OWNER OF FALURE OF ANY PART OF THE ELECTRICAL INSTALLATION SHALL BE EXOTHERMIC TYPE WELDING CONNECTIONS"CADWELL".
DURING THE GUARANTEE PERIOD,NEW REPLACEMENT PARTS SHALL BE FURNISHED AND INSTALLED
PROMPTLY AT NO COST TO THE OWNER. L CONNECTION OF CONDUCTORS ABOVE GRADE TO METALLIC OBJECTS OR IN 14ANDHOLES SHALL BE WITH
PRESSURE TYPE CRIMP CONNECTORS,BOLTED CLAMPS.OR SPLIT BOLT CONNECTIONS WITH SOLID
CONDUIT AND FITTINGS BRONX HARDWARE.CADMIUM PLATED STEEL HARDWARE IS NOT ACCEPTABLE.CONNECTIONS TO
INTERIOR HALO GROUND RING SHALL BE WITH'C'CLAMPS.SOLD TO SOLID AND STRANDED CONDUCTORS
A. MINIMUM CONDUIT SIZE SHALL 214"(UNLESS OTHERWISE INDICATED) REQUIRES TWO(2)CLAMPS.ALL'C'CLAMPS REQUIRE N LL STAATION WITH THE CORRECT HYDRAULIC
CLAMP TOOL
B. SUPPORT ALL CONDUIT NOT EMBEDDED IN CONCRETE OR MASONRY SO THAT STRAIN IS NOT TRANSMITTED SUPPORTS.HANGERS AND FOUNDATIONS
TO OUTLET BOXES AND PULL BOXES,ETC.SUPPORTS TO BE SUFFICIENTLY RIGID TO PREVENT DISTORTION OF
CONDUITS DURING WIRE PULLING. A. PROVIDE ALL SUPPORTS.HANGERS,BRACES.ATTACHMENTS,AND FOUNDATIONS REQUIRED FOR THE TA92XS012
WORK SUPPORT AND SET THE WORK IN A THOROUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER
C. ALUMINUM CONDUIT IS PROHIBITED. WITHOUT PLACING STRAINS ON THE MATERIALS.EQUIPMENT.OR THE BUILDING STRUCTURE.
ZEPNM WIL�LE,B 33341
D. ALL CONDUITS SHALL BE GALVANIZED ELECTRICAL METALLIC TUBING(EMT),PVC,OR RIGID GALVANIZED B. SUPPORTS,E BRACES STEELSTRUCTURAL SWIPES.
STEER.(EXTERIOR EXPOSED)
AS-BUILT DATA
E. EMT CONDUIT FITTINGS SHALL BE FERROUS COMPRESSION TYPE. A. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONSTRUCTION MANAGER"AS-BULr DRAWINGS FOR
F. IN DAMP OR WET LOCATIONS USE FLEXIBLE,LIQUID-TIGHT METAL CONDUIT WITH APPROVED FITTINGS. CHANGES OR DEVIATIONS FROM CONTRACT DRAWINGS TO THE FOLLOWING:
ENGINEER
COORDINATION 1.SOURCE.ORIGIN,ANDIOR ROUTING OF MAIN FEEDERS. �` `/1h•• q a' JAMES'� FL LICENT.
SEFE PE
NO.6s'806
2.LOCATION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT
COORDINATE
A. THE WORK OF POWER,GROUNDING AND TELCO AT EQUIPMENT WITH EQUIPMENT SUPPLER SUCH AS KLOWATTHOUR METER AND MAIN FEEDER • ♦ THIS DRAWING IS SHE PROPERTY OF
PRIOR TO ROUGH-IN.FINAL TERMINATIONS TO BE AT THE DIRECTION N OF THE EQUIPMENT SUPPLIER. .k TI B EVEYD�REPRODUCED NAY
OVERCURRENT DEVICES.
B. PRIOR TO BEGINNING WORK CONTRACTOR SHALL COORDINATE ALL POWER&TELCO WITH THE LOCAL IDENTIFICATION OF EQUIPMENT - I WSSSSAJTSRMIEREXPESSSED
WRIT EN PERMISSION
UTILITY COMPANY AS IT MAY APPLY TO THIS SITE.ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS * M i = SCALE AS NOTED
OF THE UTILITIES INVOLVED. A. MARK AND PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT.IDENTIFICATION SHALL BE LAMINATED
PLASTIC PLATES,BLACK WITH WHITE ENGRAVED LETTERS.USE.1S2"HIGH LETTERING.ATTACH PLATES M OF IW, DATE: 12/12/18
WIRES AND CABLES(600 VOLTS) WITH CHROME PLATED OR 316 STAINLESS STEEL SCREWS TO THE DEVICE.USE NOMENCLATURE ON •O�♦
DRAWINGS. ♦ {`/�� I 4 KCIPGSNUMBEW 011806655C
A. BUILDNG WIRE.UNLESS OTHERWISE NDICATED SWILL BE 608 VOLTS.TYPE THHW THIN NSULATNN Ora ♦• •: \ SHEET TUNE
B.COPPER OF RUN CONDUCTORS SHALL ELECTRIC CODE,NPPA AND OTHER STANDARDS.
NO
SIW�WGE AS REQUIRED BY THE NATIONAL /I \
� `.� r.•• � ELECTRICAL
SIZED AND AS INDICATED CONDUCTORS SHALL SOFT DRAWN / TES
NOT LESS THAN 80%CONDUCTIVITY.
,', SHEET
E"1
OMNI ANTENNA AIRSPAN iRELAY 460 w
DIMENSIONS(LxWMD) 30.7"x4.7"x4.7" ANTENNA: INTEGRATED,
STEERABLE XPOL
ANTENNA WEIGHT 7.0 LBS DIMENSIONS: 200mm x 330 mm
BRACKET WEIGHT 4.4 LBS UNIT WEIGHT: 4 Kg
FREQUENCY 2496-2690 MHz POWER CONSUMPTION: 24W
- - --
*DUAL PORT,OMNI,+/-45 DEGREE POLARIZATION, OPERATING TEMP: -40°C TO+50°C a S
3 x VET WITH INTEGRATED GPS
- = 0 0--
IP RATING: IP66 °x < m o
� � m
zm a w
a � a
qV
U
PROPOSED ANTENNA INFORMATION PROPOSED RELAY INFORMATION Z
NOT TO SCALE NOT TO SCALE w
zw
NOTE: Ilillig o'
BALLAST BLOCKS MUST BE LL
PROPOSED 8'x4-1/2"O.D.
PERMANENTLY SECURED TO MAST PIPE(SOLD SEPARATELY)
EACH TRAY.ENSURE EQUAL (CONTRACTOR TO FIELD
#OF BLOCKS PER TRAY AND FIT AS NECESSARY)
EQUALLY SPACED.
PROPOSED MIMO OMNI p
SERVER ANTENNA 65W SPRIT PARKWAY
OVERlANO PARK,KANSAS
85251
TRI-POD MOUNT FOR 4-112"
O.D.MAST PIPE(CONNECT- T
IT PART#TPG412-B
OR APPROVED EQUIVALENT)
NON-PENETRATING ROOF
SLED(CONNECT-IT PART
®(D CIW-416;OR APPROVED NOTE:
EQUIVALENT;SOLD AS EXACT LOCATION OF SERVER TA92XS012
® SET OF 3) ANTENNA TO BE DETERMINED
IN THE FIELD BY THE SPRINT na Grin BLVD
CO) RUCTION MANAGER z2aIRTMIL s,FL 33541
STANDARD CMU BLOCKS FOR \i //
BALLAST(COORDINATE WITH ® ® �� JAMES T.
F
�• � / JAMES FENAIES.L,FE
MANUFACTURER FOR ® ® ® s `\ ��`• 8F �'' F1 LICENSE NO.63808
NUMBER OF BALLAST BLOCKS •
TBE
PER TRAY;SEE NOTE) ® I , / BEUSFD� R0MCED MAY
MANUFACTURE BALLAST CALCULATIONS: NO * W17H(MJTF➢S/F_RIXPRF53®
�. WrtmmsJ+rrxwsvwr
B=1.814 PA+1190P-387-W,WHERE; A
B=REQUIRED BALLAST(LBS) i • * i4 ; DATE:
12/12/18
P=WIND PRESSURE(PSI) $T
A=AREA OF ANTENNA(SQ.IN.) . s, : 2 SHEET TITLE
W=WEIGHT OF ANTENNA(LBS) •. RHO':' d s' ANTENNA
5� DETAILS
ANTENNA MOUNT DETAIL B=1.814(0.204)(261)+1190(0.204)-387-21 INTERIOR ANTENNA MOUNTING DETAIL //,, T0NAL ``���
B=-68 LBS,THEREFORE USE MIN 4 /� �` C-4
NOT TO SCALE BLOCKS PER TRAY,12 TOTAL NOT TO SCALE �i"
m s J J
� a
aye
PROPOSED OMNI ANTENNA
MOUNTED TO NON-
PENETRATING ROOF MOUNT
COOPER B-LINE PART#DB10
PROPOSED INTEGRATED HEIGHT:5."
LENGTH:9.6"
GPS ANTENNA ON MOUNT
WIDTH:6.0" -
4112"O.D.MOUNTING PIPE
BLOCKS SHALL BE SPACED 3'-0"O.C.
DURA-BLOK ROOFTOP SUPPORT a
EXISTING WALL PENETRATION NOT TO SCALE m
TO BE USED.SEE PICTURE OF
EXISTING CONDITIONS,THIS SHEET = PROPOSED iRELAY 460 ON
° gg
STAND-OFF MOUNT ON 0$ N'
NON-PENTRATING ROOF MOUNT w a Q 4
PROPOSED GROUND BAR PROPOSED NON-PENETRATING LL Y Y
MN NON PENETRATING ANTENNA ROOF MOUNT
MOUNT
(CONNECT-IT PART#T'PG412-B
&CIW-416;OR APPROVED EQUIVALENT)
PROPOSED ROOF SLEEPERS TO
ROUTE COAX JUMPERS FROM Sprint
ROOF CAP TO PROPOSED ANTENNA 65M SPRINT PARKWAY
(SEE DETAIL,THIS SHEET) 0VH2lAlO PARK,KANSAS
65151
PROPOSED SLED TO BE
PLACED ON RUBBER ATLAS
MAT(S)AS NECESSARY
(SITE-PRO#MAT18,OR
APPROVED EQUIVALENT)
TA92XS012
EXISTING ROOFTOP PENETRATION 7241 GAU Kw
NOT TO SC zer1IYWNILLS,FL"41
EXTERIOR EQUIPMENT LAYOUT (TYPICAL) WillF '1// NSE O.N 3P
NOT TO SCALE � cj Ni. ��
V - �''♦♦♦� / nos DRAWING IS THE PROPER1Y OF
no:SURVEYOR/ENO WM AND MAY
♦ NOTBEU36DORREPRODIXED
W'RITID1�7I EXPREssPnION
SCALE: AS NOTED
1 1
1 1 — DATE: 12/12/18
* R ±111
�_ KOMNUMBER:/11Nl06efflSC
.� _
�� EXTERIOR
O .//. QV GC `q ANTENNA LAYOUT
` S10NA�- `` SHEET C-3
��lll I1 111���
m s a
j N
i € m �
} 5
A U
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I _
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Z
z00$
if
EXISTING i S
TELCO ROOM
1r___I Sprint
6580 SPRINT PARKWAY
_ OVERLAID PARK,KANSAS
85151
DURA-BLOCK
SLEEPERS
EXISTING EQUIPMENT PROPOSED COAXÐERNET TA92XS012
RACK TO BE USED FOR LINES IN 2-PVC ON
PROPOSED EQUIPMENT. DURA-BLOCK SLEEPERS 7 GALL BLVD
ZElNYIlIIIY.i�FL 33541
RE-USE EXISTING WALL TO PROPOSED ANTENNA
OUTLETS. LOCATED ON ROOF
`� ENGINEER:
;G N • C., . JAMES T.FENNELL,PE
FL LICENSE NO.63808
* �� THE SURVEYOMMVIM AND MAY
PROPOSED CABLE ROUTED EXISTING WALL i TM DBA_DIOISTro:PROPEETYOF
IN DROP CEILING TO EXISTING PENETRATION •• �_ NMBEUsmORUMODUCED
WALL PENETRATION. TO BE USED • I _ °"T"°"rwst�"EMESSM
FIELD COORDINATE. - * i i SCCALL AS D
MIION
DATE: 12/12/18
• /�? KCIJOBNUMBER 0115066550
` P' v `� SNEEr THE
NOTES: '`
1.ELEVATION SHOWN FOR REFERENCE ONLY. TELCO ROOM LAYOUT ,,� Si NAB- ���` TELCO ROOM
DO NOT USE FOR DIMENSIONING. NOT TO SCALE ,1/11111 i, SHEET
2.EXISTING EQUIPMENT NOT SHOWN FOR
CLARITY. C-2
m S J J
y m �
Ills
PROPOSED SPRINT NON-PENETRATING
a:
r ANTENNA MOUNT LOCATION } a
1 z o
I A U 6
LJ
U)
SPRINT SALES
AREA O =o
EXISTING BUILDING EXISTING BUILDING w p �
Illillo
IIJjIf-
g gF6Fg�
z =WWw
J V� r
VW
Sprint
6560 SPRINT PARKWAY
OVERWD PARK,KANSAS
66!51
EXISTING TELCO CABINET
PROPOSED COAX 8 ETHERNET LINES EXISTING SPRINT T A
IN 2"PVC CONDUIT ON SALES AREA
DURA-BLOCK SLEEPERS
TA92XS012
7246 GALL BLVD
Z HYRHILLS,FL 33541
PROPOSED INSTALLED INNKI.T. LIA IOSET INI MACRO , t"f I J',
EXISTING WALL PENETRATION
IN BACK OF STORE. TO BE USED
EQUIPMENT TO BE POWERED itj / ENGINEER:
BY EXISTING OUTLET Vy CE .'•� 4 j�ucEr.FEE FE
NOTES: •
-REUSE EXISTING WALL •k i 1HE& uxare„MrRRorsNDMA
•► NM BE VEYORRF"kOMX1M MAY
PENETRATION FOR PROPOSED �• i r D
LINES OUT OF THE STORE SCAM: ASNOTM
-RE-USE EXISTING OUTLET TO
DATE: 12!12/18
ACCOMMODATE NEW SPRINT
EQUIPMENT IN TELCO ROOM 10' 0' 5' 10 % , .. `� _' er\ KSHEET T NUMB a1 �
FOR 24"x36" DRAWINGS �, OVERALL
INFORMATION FOR BUILDING OVERALL LAYOUT GRAPHIC SCALE: 1" = 5' �f� -1ONn ``�` L
OUT
LAYOUT TAKEN FROM A SITE SCALE:AS NOTED KI FOR 11"x17" DRAWINGS
WALK PERFORMED BY KCI GRAPHIC SCALE: 1" = 10' JC-1
TECHNOLOGIES
MISCELLANEOUS
GENERAL NOTES: STRUCTURAL NOTES: m
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN 1. DESIGN REQUIREMENTS PER 2017 FLORIDA BUILDING CODE(6TH EDITION)AND THE TO ASTM A307 OR ASTM 36.ALL STRUCTURAL FASTNERS FOR STRUCTURAL STEEL FRAMING
SPRINT OR ITS DESIGNATED REPRESENTATIVE. EIMTIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SHALL CONFORM TO ASTM A325.FASTENERS SHALL BE 5/8 MIN.DIA.BEARING TYPE
SUPPORTING STRUCTURES. CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE ALL EXPOSED FASTENERS,NUTS,
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE 2.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C.SPECIFICATIONS FOR AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.ALL ANCHORS INTO
CONTRACTOR UNLESS NOTED OTHERWISE.THE CONTRACTOR MUST HAVE STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE CONCRETE SHALL BE STAINLESS STEEL
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT COMMENTARY AND THE A.I.S.C.CODE OF STANDARD PRACTICE.
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT.THE CONTRACTOR 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE Z
IS ATTESTING THAT HE DOES HAVE SUFFICIENTOFTHIS ENT AND ABILITY. 3. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A26.ALL STRUCTURAL STEEL CABLES.CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 0
PIPES SHALL CONFORM TO ASTM A53 GRADE B.ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO
THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE ASTM AEOD GRADE B.ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE
IS PROPERLY UCF_NSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE HOT DIP GALVANIZED AFTER FABRICATION. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY
STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION.
4.WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY(AWE)D1.1.
STRUCTURAL WELDING CODE-STEEL WELD ELECTRODES SHALL BE E70XX. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS.
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS,OR IN
THE SPECIFICATIONS.THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS 5.ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE USE STAINLESS STEEL HARDWARE THROUGHOUT.
LISTED HEREIN,AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS.THE CONTRACTOR SHALL 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND m m
FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES.CONNECTION HARDWARE
4. ALL HARDWARE ASSEMBLY MANUFACTURERS INSTRUCTIONS SHALL BE SHALL BE STAINLESS STEEL CONNECTIONS.
FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES 6. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR SHALL VERIFY NORTH AND 8. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AVOID SHARP BENDS.
ENCLOSED HEREIN. INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION.
ALL BENDS TO BE A MIN.OF 8'RADIUS.
5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION 7.ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE
7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS,USE A TWO-BOLT HOLE
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND REQUIREMENTS OF Ad 318-14 AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. STRENGTH OF 3000 PSI U.O.N.).CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESS NEPA DRILLED CONNECTOR SUCH AS Td$32007 OR APPROVED EQUAL
THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF WHATEVER OTHERWISE NOTED.MINIMUM CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED.
S. FOR ALL EXTERNAL GROUND CONNECTIONS,CLAMPS AND CADWELDS,APPLY A LIBERAL i < w o
TEMPORARY BRACING,GUYS OR TIE DOWNS THAT MAY BE NECESSARY.SUCH 8.ALL REINFORCING STEEL SHALL CONFORM TO ASTM 815 GRADE 60,DEFORMED BILLET STEEL BARS. PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS'NO-OXIDE A'BY DEARBORN
MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. CHEMICAL COMPANY.
CONTRACTOR AFTER THE COMPLETION OF THE PROJECT.
9.THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING
6. ALL DIMENSIONS,ELEVATIONS,AND EXISTING CONDITIONS SHOWN ON THE SPECIFICATIONS' RUST AND APPLYING COLD GALVANIZATION.
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING 10.ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL
AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING,FABRICATION OR FABRICATOR IN ACCORDANCE WITH A.I.SC.SPECIFICATIONS. 10. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES
CONSTRUCTION WORK ON THIS PROJECT.ANY DISCREPANCIES SHALL BE NOT TO EXCEED 3'OR THE CABLE MANUFACTURERS SPECIFICATIONS WHICHEVER IS LESS,WITH
11.HOT-DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC-COATED,AFTER FABRICATION WHERE PRACTICAL.
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S 11. SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED
APPLICABLE GALVANIZING:ASTM A 123,ASTM,A 153/A 153M OR ASTM A 653/A 653M,G90,AS .
ENGINEER.THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR STRUCTURAL REPORT.
IS TO PROCEED WITH THE WORK.THE CONTRACT DOCUMENTS DO NOT 12.REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TOASTY A �m
INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF 11. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND m
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR GALVANIZING.CLEAN AREAS TO BE REPAIRED,AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO SUPPLYING THREE(3)TYPE-WRITTEN SWEEP TESTS(ANTENNA RETURN LOSS TEST).THIS TEST
ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND WHICH STICK IN STICK KE MATERIAL
E APPLIED
PR LIEDD MOLTEN ITHATORCH TO
UNIFORMLY SUFFICIENT
UUUR CIENT TO BE MELT
SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE RADIO V a
PROCEDURES.OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THEFREQUENCY ENGINEER.THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE aae S3 a 1
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR COATED AND WIPE OFF EXCESS MATERIAL 13.CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S SITE
THE CONSTRUCTION PROCEDURES. INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE
MANUFACTURER'S SPECIFICATIONS ARE STRICTER. 12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND
7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OFGOOD PERMITS SUPPLYING THREE(3)TYPE-WRITTEN TIME DOMAIN EFLECTOMETER TESTS TO VERIFY CABLE co
QUALITY.FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCEWITH THE LENGTH AND TO CHECK FOR WATER DAMAGE
CONTRACT DOCUMENTS.ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER APPLICABLE GOVERNMENTAL AGENCIES. 13. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS.
PRIOR TO INSTALLATION.THE CONTRACTOR SHALL FURNISH SATISFACTORY w of
EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY.THE 14. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2'DIA.AND
BEING SUBSTITUTED. CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS SHALL NOT EXCEED 6'-0". $ `�
OF THE PERMITS. ididid
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING, 15. ALL MAIN TRANSMISSION CABLES WILL BE TERMINATED AT A POLYPHASER PROTECTOR o
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN 3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 311-14,BUILDING LOCATED WITHIN T-0"OF THE EQUIPMENT SHELTERJENCLOSURE. i tt��
CONNECTION WITH THE WORK THE CONTRACTOR IS RESPONSIBLE FOR REQUIREMENTS FOR STRUCTURAL CONCRETE".
INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL 16. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS.CABLE LENGTHS r1 p
APPLICABLE LOCAL STATE,AND FEDERAL SAFETY CODES AND REGULATIONS 4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL(STATE,COUNTY OR CITY) LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION.DUE TO
GOVERNING THIS WORK ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. FIELD CONDITIONS,ACTUAL CABLE LENGTHS VARY.CONTRACTOR MUST FIELD VERIFY ANTENNA 0
CABLE LENGTHS PRIOR TO ORDER. 1111W
9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION 5. THE CONTRACTOR SHALL REWORK(DRY,SCARIFY,ETC.)ALL MATERIAL NOT SUITABLE FOR 17. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS:A)AT ANTENNA PRIOR TO
OF THE LOCAL BUILDING CODE. SUBGRADE IN ITS PRESENT STATE IF THE MATERIAL,AFTER REWORKING,REMAINS
UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH JUMPER,B)AT THE BOTTOM OF THE TOWER,C)EXTERIOR PART OF THE WAVEGUIDE ENTRY
10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED APPROVED MATERIAL AT HIS EXPENSE ALL SUBGRADES SHALL BE PROOFROLLED WITH A PORT(AT THE SHELTER/CABINET W/ALL),D)INTERIOR OF THE SHELTER/CABINET.
BY OWNER FOR INSTALLATION BY THE CONTRACTOR,UNLESS SPECIFICALLY FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING.ANY SOFT MATERIAL SHALL BE 18. ALL MAIN CABLES WILL BE GROUNDED AT:A)AT THE ANTENNA MOUNTING PIPE,B)MIDDLE OF
THE OTHERWISE HEREIN. REWORKED OR REPLACED. CABLE RUN IF OVER 20V,C)AT THE BOTTOM OF THE TOWER,D)PRIOR TO ENTERING Sprint
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED.THE CONTRACTOR 6. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES,PIPES,AND OTHER DRAINAGE EQUIPMENT SHELTER/CABINET(WITHIN 1'OF ENTRY).
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY,INCLUDING WORK STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER.THE ISIS SPRINT PARKWAY
SCHEDULE AND MATERIALS ACCESS,WITH THE RESIDENT LEASING AGENT FOR CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN 19. PROVIDE AT LEAST&R SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR OV6tlAND PAPo(,KANSAS
APPROVAL DRAINAGE STRUCTURES IN OPERABLE CONDITION. FUTURE CONNECTOR REPLACEMENT. 18751
20. PROVIDE A CABLE DRIP LOOP AT THE BOTTOM BOTTOM
12. RADIO EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH THE 7. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE(1)YEAR FROM DATE OF A THE TOWER BELOW THE TOWERNSTIOWS TO THE SHELTER/CABINET.T.
MANUFACTURER'S SPECIFICATIONS. ACCEPTANCE GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS
13. CONSTRUCTION SITE SHALL BE CLEANED OF DEBRIS AT THE END OF EACH 8. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS(LATEST REVISION)PRIOR TO 21. CABLE COVE ED WITHDS INSIDE SHELTER CAP.SHALL BE CUT 2"BELOW LOWER SUPPORT PLATE AND.
WORK DAY. COMMENCING CONSTRUCTION.NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE SHALL BE COVERED A RUBBER
DISCOVERED.THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE 22. PROPOSED METER AND DISCONNECT SHALL BE LABELED WITH AN ENGRAVED PLATE WITH SITE
UTILITIES SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED.A DESIGNATED RESPONSIBLE ID NUMBER,SITE NAME,AND ADDRESS.
1. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 23. ALL UNISTRUT CUTS AND ANY METAL ENDS WITH RAW EDGES SHALL BE COLD GALVANIZED AND
CATION OF EXISTING SEWER,WATER LINES,GAS LINES,CONDUITS OR OTHER PAINTING: COVERED WITH A PLASTIC/RUBBER CAP. TA92XS012
LO
STRUCTURES ACROSS,UNDERNEATH,OR OTHERWISE ALONG THE LINE OF PROPOSED 24• TRAPEZE RODS WILL BE CUT 4 INCHES FROM THE BOTTOM OF THE BUSS AND CAPPED WITH 7245 GALL BLVD
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS,AND IF SHOWN ARE ONLY 1. CONTRACTOR TO COORDINATE PAINTING REQUIREMENTS WITH OWNER. RUBBER CAPS. ZEPNYRNILLIL,FL 33541
APPROXIMATELY CORRECT.CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR
VERIFYING LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES(INCLUDING TEST 2. PAINT COLORS SHALL BE SELECTED TO MATCH EXISTING COLORS AND TEXTURES. 25. ANY METAL P.E.FENCE POSTS)WILL BE GROUNDED WITHIN 6 FEET OF ANY PROPOSED
PITS BY HAND IF NECESSARY)IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK.CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT & PROVIDE THE BEST QUALITY GRADE OF COATINGS AS REGULARLY MANUFACTURED BY EQUIPMENT. ,"""'',
SHOWN ON THE PLANS,OR IF THERE APPEARS TO BE A CONFLICT. FOR ASSISTANCE IN APPROVED PAINT MATERIAL MANUFACTURERS.MATERIALS NOT DISPLAYING THE 7U3, TOWER GROUND TO BE NOT MORE THAN 2 OR 3 FEET FROM TRANSITION(BEND).
LOCATING EXISTING UTILITIES CALL'NO CUTS",1-800.432-4770. MANUFACTURERS IDENTIFICATION AS A STANDARD,BEST-GRADE PRODUCT WILL NOT BE • , ENGINEER:
ACCEPTABLE 27. THE SEAM BETWEEN THE SHELTER AND THE CONCRETE PAD WILL BE GROUTED WITH APPROVED � ` DAUNTS T.FE NNELL,PE
2. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE V • N a ,•♦ � FL LICENSE NO.63808
COMPOUND,INCLUDING ANY GAP BETWEEN PAD AND STOOP. F
•
UTILITY OWNERS AND CONSTRUCTION MANAGER. 4. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS. A �► ♦♦ /
USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER AND USE ONLY WITHIN
3. DA • ♦ ,HIS DRAw'uio L4 THE PROPERTY OF
DAMAGE BY THE CONTRACTOR TO UTILITIES OR PROPERTY OF OTHERS,INCLUDING RECOMMENDED LIMITS. i * e armm 63808 USED OR
EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR DURING 1 wnmo PM&IMR E XPROS EO
CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE 5. COMPLETELY COVER TO PROVIDE AN OPAQUE,SMOOTH SURFACE OF UNIFORM FINISH,COLOR, 1 wRnim I
CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT.FOR GRASSED AREAS SEED AND APPEARANCE AND COVERAGE.CLOUDINESS,SPOTTINGS,HOLIDAYS,LAPS,BRUSHMARKS,RUNS, i j � ASNOTED
MULCH SHALL BE ACCEPTABLE. SAGS,ROPINESS,OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. = • .ip DATE: 12/12/18
d(/ tccaFoexuFmFx:011505855C
4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER.THE REQUIREMENTS FOR AND 6. FERROUS METALS
LIMITS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE. SHOP PRIMED: ♦♦♦ �►i,/y���� SHM TILE
1.TOUCH-UP COAT-RED OXIDE METAL PRIMER _•• `�
5. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND 2.FINISH COATS-SEMI-GLOSS-ALKYD ENAMEL
TE
TELEPHONE SERVICE WITH THE TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS. NorEs
8. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORY PRIOR ,I f' ,``�`` sxPEF
TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE
LIMITS OF PAVEMENT. N-1
TA92XS012
�ll II
SPRINT STORE #7696
• CANDIDATE ADDRESS:
$1
7248 GALL BLVD
LANDLORD APPROVAL: Jill • • pZEPHYRHILLS, FL 33541 f l
TM PROJECT: UER - OPTION 1
LANDLORD OR LANDLORD REPRESENTATIVE DATE
JURISDICTION: PASCO COUNTY
GENERAL NOTES STRUCTURAL NOTES CODES STATEMENT DRIVING DIRECTIONS ° a
LL
FROM 1-4 IN TAMPA
FOLLOW F4 E AND US-301 N TO ZEPHYRHILLS.HEAD EAST ON M E.TAKE EXIT 7 FOR US-92 E TOWARD US-301�PoBLLS.
1. A REFERENCES TO OWED HEREIN SHALL BE CONSTRUED TO MEAN 1.S'IRUCTURAI.STEEL SHALL CONFO TO TIE LATEST EDITION OF TIE THE CONTRACTORS Po(SMALL COMPLY Rim APPLICABLE KEEP LEFT AT THE FORK,FOLLOW SIGNS FOR US-301 NAI&92 EIZEPMYRMLLB AND MERGE ONTO U8.92 EE MLLSBOROUGH AVE.USE TIE 600 0
SPRINT OR ITS DESIGNATED REPRESENTATIVE. A1.8.C.SPECIFICATIONS FOR STRUCTURAL STEEL OIALDINGS•ALLOWABLE NATIONAL STATE AND I SOICCODES AS ADOPTED BY TFE RIGHT LANE TO MERGE ONTO US-301 N VIA THE RAMP TO 2EPHIYRHILLB.PASS 8Y AU70ZONE AUTO PARTS(ON TIE RIGHT IN 21.5 M.STRESS DESIGN AND PLASTIC RESIGN INCLUDING TIE COMMENTARY AND TIE AUTHORITY HAVING JURISDICTION IN TIE REGION WHERE THE WORK DRIVE TO YOUR DESTINATION.TURN RIGHT.TURN RIGHT.TURN LEFT.TURN RIGHT.DESTINATION WILL BE ON THE LEFT
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE AJ.S.C.CODE OF STANDARD PRACTICE. IS TO BE PERFORMED.THE CURPo]Yf EDITION OF TIE CODES AND
CONTRACTOR 188.585 NOTED OTHERWISE.TIE CONTRACTOR MUST HAVE STANGARDE N EFFECT ON TI(DATE RD AWA OF CONTRACT
CONSIDERABLE EXPERIENCE IN PERFORMANCE OFWORESIMILAR TO THAT 2. TURAL STEEL PLATES AND SHAPES Sf WILL CONFORM TO ASTM A38. SHALL GOVERN TFE DESIGN PARAMETERS.
ALL STPoJCTURAI.sTEEL PPEs sHALLcoNFORM ro AS TM Asa GRADE B.
DESCRIBED HEREIN.BY ACCEPTANCE OF THIS ASSIGNMENT,TIE CONTRACTOR ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A5W GRADE B. BUILDING CODE:FLORIDA BUILDING CODE(FBC)2017 STM EDITI VICINITY MAP
IS ATTESTING TENT fE DOES HAVE SI FICIENT EXPERIENCE AND ABILITY. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHVLLL ---- _ - _ .
THAT HE IS KNOWLEDGEABLE OF TIE WORK TO BE PERFORMED AND THAT HE BE HOT DIP GALVANIZED AFTER FABRICATION. ELECTRICAL CODE:NATIONAL ELECTRICAL CODE.2014 EDITION. q�U.(INM ; a.) 4, >
IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE �j ^"L' i ' � I � -'
STATE ANDVOR COUNTY IN WHICH R IS TO BE PERFORMED. 3.WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING MECHANICAL CODE:FBC MECHANICAL CODE.2017 8TH EDITION.
SOCIETY(AWE)D.1.VD1.1M201S STRUCTURAL MELDING CODE.STEEL WELD " �--- . r -
3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRANNGS,OR IN ELECTRODES SHALL BE E7OXX.. FIRE CODE:FLORIDA FIRE PREVENTION CODE.2017 6Th EDITION. r+ 1 ' .
TIE SPECIFlCATIONB,TIE FOLLOWING NOTES SFRIW.APPLY TO TFE MATFJBALS 4.ALL COAXIAL CABLE CONNECTORS AND TRMISMNTTER EQUIPMENT SFIALL LIGHTNING PROTECTION CODE:NFPA 780 2017 EDITION. - ` II
LISTED HEREIN.AND TO 7}E PROCEDURES TO BE USED ON THIS PROJECT. H c >
BE AS SPECFIED BY THE OWNER AND IS NOT IMCUIOED IN TIE8Eli k ' � .- - ;.. _
169
CONSTRUCTION DOCUMENTS.TIE CONTRACTOR SHALL FURNISH ALL THE CONTRACTORS WORK SHALL COMPLY BATH THE LATEST EDITION _
4. ALL t1ARDINARE ASSEMBLY MANUFACTURERS INSTRUCTIONS SHALL BE CONNECTION HAPo)VWRE REQUIRED TO SECURE THE CABLES.CONNECTION OF THE FOLLOIMNG STANDARDS: n_t ,J - : pC U
FOLLO/ED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES HARDWARESHVLLL BE STAINLESS STEEL. a
ENCLOSED HEREIN. AMERICAN CONCRETE 116'TITCRE(A I)318-14.BUILDING CODE '- - '
5.NORTH ARROW SWORN ON PLANS REFERS TO TRUE NORTH.CONTRACTOR REQUIREMENTS FOR STRUCTURAL CONCRETE,AMERICAN INSTITUTE OF f _ f
S. IT IS THE CONTRACTORS SOLE RESPONSIBILITY To DETERMINE ERECTION SHALL VERIFY NORTH AND INFORM OWNER OF ANY STEEL CONSTRUCTION.(RFD 14TH EDmON.7ELECOMIAUBCATIONS ! T
PROCEDURE AND SEQUENCE TO IM8URE TIE SAFETY OF THE S7RUCTUE AND DISCREPANCY BEFORE STARTING CONSTRUCTION. INDUSTRY ASSOCIATION-IL)222-G,STRUCTURAL STANDARDS FOR t t T CO HHHMMM
ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. STEEL AMIEMIA T(XIYER'AAIIDD AMTENRA S*WPORTING STRUCTURES:TIA f _ � iNl I ... r�i _
IS
THIS INCLUDES.BUT IS NOT LIMITED TO,THE ADOPTION OF NIPTEVER 8.ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN 807.COMAEFICW.BUILDING GROINDING AND BONDING REQUIREMENTS
TEMPORARY BRACING,GUYS OR TIE DOWNS 1TAT MAY BE NECESSARY.SUCH 11Cf OROANCE WITH THE RFAU NITS OF ACI 318 AND ACI 301,AND SMLLL FOR ELECTRONIC EQUIP LEN. a �4 Y t � �O E t9
MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE HAVE A T DAY MINIMUM CC D AGAINST
SITE s.., I • , O m N�19 41
CONCRETE SHALL BE PLACED AGAINST U DISTURBED SOIL UNLESS OTHERNSE IEEE C82M,REC=ENDED PRACTICES ON SURGE VOLTAGES IN LOW `.wic ro € Q
CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. NOTED.MINIMUM CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE VOLTAGE AC POWER CIRCUITS(FOR LOCATION CATEGORY C3 AND HIGH 3` I LOCATION R,�"( * _ Z g
SYSTEM EXPOSURE.) p
8. ALL DIMENSIONS,ELEVATIONS,AND EXISTING CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE FIELD VERIFIED BY TIE CONTRACTOR AND THE TESTING 7.ALL REINFORCING STEEL SHALL CONFORM TO ASTM AS15 GRADE 80. TELCORDIA XIAL 5,GENERAL S.ANSI INSTALLATION REQUIREMENTS.TELCORDIA " ' '�°'� -"' t z JO i
AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING.FABRICATION OR DEFORMED BILLET STEEL BARS.WELDED WIRE FABRIC REI FORCING SWILL GR-1503,COAXIAL CONNECTIONS.ANSI TI-311,FOR TELECOM DC POWER - •--
ENGINEER. - w
CONSTRUCTION WORK ON THIS PROJECT.ANY DISCREPANCIES SHALL BE CONFORM TO ASTM A185. SYSTEMS AND TELECOM ENVIRON MENTAL PROTECTION. [ - ?_
IMMEDIATELY BROUGHT TO THE ATTENTION OF TIE OWNER AD THE OWERS B.THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SMALL •
THE DISCREPANCIES MAST BE RESOLVED BEFORE THE CONTRACTOR `5{1"'' ''1 ' *y r
IS TO PROCEED WITH THE WORl(.THE CONTRACT DOCLWENTs DO NOT CONFORM To TIE LATEST AJ.S.C.SPECIFICATIONS AND SHALL BE GILLVANIZED. UNDERGROUND ` � ' (i a` f.1
INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SMALL 9.ALL CONNECTIONS NOT FULLY DETAILED ON THERE PLANS SHVLLI � ' -_�`=^ - fi
SUPERVISE AND DIRECT THE WORK A M SHALL BE SOLELY RESPONSBLE FOR SE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE NTIi } 1 k" k ... LL —
UI
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ALL CONSTRUCTION MEANS.METHODS,TECH9IQUES,SEQUENCES,AD Al SC SPECIFICATIONS.
PROCEDURES.OBSERVATION VISITS TO THE SITE BY THE OWNER A DOOR THE
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GINEER SHALL NOT INCLUDE INSPECTION OF TIE PROTECTIVE MEASURES OR 10.HOT-DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC-COATED.AND
TIE CONSTRUCTION PROCEDURES. SHALL CONFORM TO ASTM 123,A153 AD A103 AS APPLICABLE. ..., ...
7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE HEW AND OFGOOD MOT-0IPPED GALVAN
IZED COATINGS AS A RESULT OF
CKWJTY.FREE FROM AND OM FAULTS AND DEFECTS AD N CONFORMANCEWTH THE 11.y1ELDING OR CU1liMG(FLAME)OR EXCESSIVELY ROUGH S A RESLG DURING �
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CONTRACT DOCIIMENT3.ANY AND ALL SU88TRUTONS MUST BE PROPERLY SHIPMENT OR ERECTION SHALL CONFORM TO ASTM A7O0.IF APPLYING ,�- �
APPROVED D AUTHORIZED IN WRITING BY THE OIABER AID ENGINEER STICK OR T ICI PASTE MATERIAL SPECIFICALLY DESIRED FOR REPAIR
PRIOR TO INSTALLATION.TIE CONTRACTOR SHALL FUMBSH SATISFACTORY OF LDS.HE GALVANIZING,CLEAN AREAS TO BE REPAIRED AND REMOVE SLAG FROM - ;. 'x ≥ 8580 SPRINT PARKWAY
EVIDENCE AS TO TIE KIND AND QUAITY OF 71E MATERIALSAND EQUIPMENT WELDS.HEAT SURFACES TO OUCH STICK OR PASTE MATERIAL IS APPLIED (SE
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BEING SUBSTITUTED. NTH A TORCH TO A TBAPERATURE SUFFICIENT TO MELT TIE METAWCS. -
88TH STICK OR PASTE,SPREAD MOLTEN MATERIAL UNIFORMLY OVER - - _
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING. SURFACES TO BE COATED AD WIPE OFF EXCESS MATERIAL �. �4
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AID SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH TIE WORK.TIE CONTRACTOR IS RESPONSIBLE FOR 12 CONTRACTOR SHALL FOLLOW THE MANAIFACTURERS INSTRUCTIONS/ .e
IN.4URIWG THAT TICS PROJECT AND RELATED WORK COMPLIES WITH ALL SPECIFICATIONS IF NO INFORMATION IS COWANED IN THESE PLANS OR T
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APPLICABLE LOCAL.STATE, FEDERAL SAFETY CODES AND REGULATIONS IF THE MANUFACTURERS SPECIFICATIONS ARE STRICTER. _ - - -GOVERNING THIS WORK. AD SHEET INDEX 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE NTH THE LATEST EDITION
OF THE LOCAL BUILDING CODE. DRAWING SHEET N O: TITLE REV n. SITE
10.ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED r-1 ................ TITLE SHEET 0 LOCATION -
BY OW ER FOR INSTALLATION BY TIE CONTRACTOR.UNLESS SPECIFICALLY NA ..... NOTES 0 v
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11.ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED.TIE CONTRACTOR C-2 ................ TELCO ROOM LAYOUT 0 .(t ONE C d/ O - zEr.TnwliA^FL 3334,
Ij SHALL COORDINATE INTENDED CONSTRUCTION ACTMTY.INCLUDING WORK C-3 ................ EXTERIOR ANTENNA LAYOUT 0 ` •1 C
SCHEDULE AD MATERIALS ACCESS.NTH THE RESIDENT LEASING AGENT FOR C„N ANTEN �Vk
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APPROVAL E-1 ................ ELECTRICAL NOTES 0
12.RADIO EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH THE E-2 ................. LINE ROUTING DIAGRAM 0
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13.CONSTRUCTION SITE SHALL BE CLEANED OF DEBRIS AT THE END OF EACH COD ��{A • F_ �-ry""
WORK DAY. ,DOA v N DETALL'RO!riJN � �� a •,�� ,,�i FL LICENSE NO.83808
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EXPOSURE CATEGORY:C 18 `.v` OWNER.PROVEST nX NYIEW LL r '
RISK CATEGORY:II JAMES ER: ATLAS SOLUTIONS E SHEET
IN ACCORDANCE WITH FLORIDA JAMES T.FENNELL.P.E. DAVE MANN LATITUDE:N 28.1547.984'
BUILDING CODE 2017(8TH EDITION) FL LICENSE NO.63MB 941-812-9852 LONGITUDE:W ' �`���
PROJECT MANAGER: 2071 BOTH AVENUE CIRCLE EAST JURISDICTION:PASCO COL PASCO COUNTY 'j�i I T'�
BRADE YTON,FL 34203
JAMES T.FENNELL.P.E.
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7248 GALL BLVD
I I ZEPHYRHILLS, FL 33541
TM PROJECT: UER - OPTION I
JURISDICTION: PASCO COUNTY
PROJECT LOCATION
PARCEL NUMBER:
35-25-21-0010-08800-0000
OWNER: PROVEST TOWN VIEW LLC
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LATITUDE: N 28°15'47.984" IO1IF
LONGITUDE: W 82°11'13.677"
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JURISDICTION: PASCO COUNTY
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JAMES T.FENNELL,FE
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DATE: 1?J17J18
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