HomeMy WebLinkAbout10-11104 CITY OF ZEPHYRHILLS
5335-8TH STREET
(si3)�so-oozo 11104
BUILDING PERMIT
Permit Number: 11104 Address: 3951 COPELAND DR
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: NEW CONST/COMM Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 24-26-21-0000-00100-0080
Improv. Cost: 9,700.00
Date Issued: 11/05/2010 Name: WHEEL BLAST
Total Fees: 1,768.89 Address: 3951 COPELAND DR
Amount Paid: 1,768.89 ZEPHYRHILLS, FL. 33542
Date Paid: 11/05/2010 Phone: (813)715-7117
Work Desc: LEASE OFFICE /W PARK PAD 1,300 SQ FT- CRDT EXISTING METAL BUILD
. L .
REESE ELECTRICAL INC WATER CONNECTION COMMERC 499.98 PLUMBING FEE 40.00
WILLIAMS DENNIS(INDIVIDUAL) FIRE PLAN REVIEW FEES 78.0 SEWER CONNECTION COMMERC 562.84
POLICE IMPACT FEE 211.90 FIRE IMPACT FEE 227.50
PUBLIC SAFETY 5% 21.97. `
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH'�LECTRIC 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
�
CONT R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
' PROTECT CARD FROM WEATHER
i
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: (�;f��{` �' � �`� �G��{
Date Received: �(,' ��� � (�,'
Site: � �? S'� ( 't.,�'�,���,l -� J,.
,
-f, � �\ �
Pemut Type: �...(����:-, ��.-�-,� f- ��: � ��1� � �,�<< (��`��:
�" �����c;` � Ix��: � �� :C ' ��/
Approved w/no comments:❑ Approved w/the below comments: �' Denied w/the below comments: ❑
R 1 i/ ry r( '�
� ��'�-- �,���; �- ��� -f������- ; ,-�-��-,��,�� �
7
This comment sheet shall be kept with the permit and/or plans.
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Lf: �� ='� � =�E ��� i
Kalv��i Switzer-� ar�s�Examiner Date , Contra tor and/ omeowner
�� - (Required w n comments are present)
ais-7aa-oa2o City of Zephyrhills Permit Application Fax-813-780-0021
Building Department �///D�
r �
Date Received �-Ls�((� Phone Contact for Permitting -
��
Owner's Name .l t�6 �� 1-,n/� . Owner Phone Number p( 3--`�I J�- 7 / )
Owner's Address � .� C p ¢. „i� ��- Owner Pho�N'mber ' �j�3� �)7- �3G�tc�
Fee Simple Titleholder Name Owner Phone Number �
Fee Simple Titleholder Address
JOB ADDRESS S � LOT# C�
SUBDIVISION � PARCEL ID# �K'2'�� L 1-�00 0 .�O f d 0��o$O
(08TAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED � NEW CONSTR 8 ADDlALT 0 SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR � COMM 0 OTHER
TYPE OF CONSTRUCTION Q BLOCK ME 0 STEEL �
DESCRIPTION OF WORK �-�-015C � t(-.�.a.. '�'.t� vtr� p ;
BUILDING SIZE Z�X�� �ra� ta r SQ FOOTAGE �3O 0 HEIGHT 3 /
BUILDING VALUATION OF TOTAL CONSTRUCTION e�rf cre.�-� w•r-�
� SD�
�ELECTRICAL $ 3�OQ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
2 00
�.PLUMBING $ 2 7 O O /� +���
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS �� i FLOOD ZONE AREA �YES NO
f/oe� zZoNt X t z ��� � 1 q41
BUILDER COMPANY �<.I
SIGNATURE ��'./� REGISTERED F�E CURRE� Y/N
Address ,3�J� Cb e�,,,� f�r-- License# � -�
ELECTRICIAN COMPANY Rt ts� E I�c�r��. � �ia �-
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address Q� 130/� o�2 �� •�� �G ;;� License# C G 1 3� � �3 f;
PLUMBER A ` COMPANY r I.a'w,� Cr'q 4 �.��i'eJ N�-
SIGNATURE ,� �"-'�-'�-� REGISTERED Y/ N FEE URRE� Y/N
Address �� �ox 30�vaj �. 4 ���� � License# C FL �YZSGOZ�
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� 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 8 1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit fo�new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silk 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 fo�all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
"" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if 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 requi�ed 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 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 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(Chlap#er 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 Departr�ent of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify tha# 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. Applicativn 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 vf Health 8� 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 pe�mit 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 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CUNTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and swom to{or affirmed)before me this
by by
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identiflcation. as identification.
Notary Public Notary Public
Commisslon No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Jacqueline Boges
From: Jacqueline Boges
Sent: Wednesday, August 17, 2011 10:25 AM
To: Shane LeBlanc
Subject: RE: UPDATE WHEELBLAST
Thank you Shane
--- ---- ------------------ --_ _---..__..._.. _ ._ __._._..._..�__-----_
From: Shane LeBlanc
Sent: Wednesday, August 17, 2011 8:58 AM
To: Jacqueline Boges; Kerry Barnett; Todd Vandeberg; Rick Moore
Cc: RJ Keetch
Subject: RE: UPDATE WHEELBLAST
The property owner has yet to construct the driveway on the east-side of Copeland Drive,the driveway permit was
approved by public works on 1/24/11.
Thanks,
SJ L
From: Jacqueline Boges
Sent: Wednesday, August 17, 2011 8:42 AM
To: Kerry Barnett; Todd Vandeberg; Rick Moore
Cc: Shane LeBlanc; RJ Keetch
Subject: UPDATE WHEELBLAST
Greetings Everyone,
I would like a update with the process for Wheel blast permit#11104 address or 3951 Copeland Dr.
The last discussion was that they were given 90 days to make corrections that was back in May of this year. Kerry is the
fine reduced because of corrections been done in a timely frame?
Thank you for your information.
Jackie Boges
Code Support Specialist
ext. 3513
i
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal Bus (813} 780-004]
Kerry Barnett Fax (813) 780-0044
E-mail: kbarnett@fire.zephyrhills.fl.us
Plan Review#: 10-128
Project: Installation of Office Trailer
Number of Pages:4 plus packet
October 27,2010
I have received and reviewed the plans for the installation of an office trailer located at 3952
Copeland Drive and will allow it to move forward under the following conditions listed below.
Paying for permit,the contractor acknowledges complying with those conditions. Should anyone
have any questions,please do not hesitate to contact the Fire Marshal's office.
Inspections Required:
1. Per FAC 69A-60.008,a lightweight truss sign shall be installed on the building. An"R"
sign will be the correct one. It shall be located at the main door at a height of 4—6 feet.
2. Install emergency lights in restrooms.
3. No storage within 3 feet of electrical panels.
4. Only one certified fire extinguisher required.
5. Building Department will be responsible for checking ramps and stairs to ensure
compliant.
Inspections Required:
1. Build' Final
ARNETT,FIRE MARSHAL
***Please be advised this review of plans submitted is a cursory review to assist the contractor in
compliance with applicable fire safety codes.This review is not intended to be a final approval of the
submitted plans.It is the contractor's sole responsibility to ensure that the plans aze in complete compliance
with all applicable NFPA codes and local ordinances.In the event that further examination or site
inspection reveals areas of non-compliance,it shall be the contractor's sole responsibility,at their sole
expense to bring those areas in compliance.The City assumes no responsibility for the contractor's failure
to be in compliance with all applicable NFPA codes and local ordinances.
WHEELBLAST-3951 COPELAND DR- LEASE OFFICE 1,300 SQ FT
WITH PARKING PAD-PERMIT#11104
SQ. FEET PRICE
MAIN OR LIVING: 1,300
OTHER AREA UNDER ROOF. - $ 88.00
OTHER: - $ _
VALUATION $ 9,700.00
FEE SHEET $ 85.00
ADDRESS
DRIVEWAY
BUILDING: $ 86.70
ELECTRICAL: $ 40.00
PLUMBING: $ 40 00
MECHANICAL:
SUB-TOTAL $ 166.70
RADON:
TOTAL S 166.70
SEWER: $ 562.84 EXISTING METAL BUILDING
WATER: $ 499.98
IRRIGATION: $ - N/A
TOTAL: $ 1,062.82
WATER METER: EXISTING METAL BUILDING
IRRIGATION METER $ - N/A
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 78.00
INSPECTION TOTAL:
PERMIT TOTAL
rora�: a �s.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 211.90
FIRE $ 227.50
5% $ 21.97
TOTAL: S 461.37
SUB-TOTAL $ 1,768.89
PARK IMPACT FEES N/A
SIF'S:
100.0% $ -
1.0% $ -
TOTAL: a - N/A
TIF'S: N/A
99% $ -
1% $ -
TOTAL: $ 1,768.89
Wheelblast
SQ. FEET PRICE
MAIN OR LIVING: 1,300
OTHER AREA UNDER ROOF: -
OTHER: - $ _
VALUATION $ 9,700.00
FEE SHEET $ 80.00
ADDRESS
DRIVEWAY
BUILDING: $ 81.60
ELECTRICAL: $ 40.00
PLUMBING: $ 40.00
MECHANICAL:
SUB-TOTAL $ 161.60
RADON: $ 13.00
TOTAL S 174.60
SEWER: $ 1,567.80
WATER: $ 499.98
IRRIGATION: $ -
TOTAL: $ 2,067.78
WATER METER: $ 308.70
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL:
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ _
PUBLIC SAFETY IMPACT FEES
POLICE
FIRE
5% $ -
TOTAL: 5 -
SUB-TOTAL $ 2,551.08
PARK IMPACT FEES S -
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: _ _
TIF'S:
99% $ -
1% $ -
TOTAL: $ 2,551.08
■ 1� D C� RESOURCES
APPLICATIONS
'' ' DESIGNS&
' CONTROLS,INC.
5456—A W CRENSHAW STREET
TAMPA,FL 33634
Date. March 19, 2��� TELEPHONE. (813)243-0370
TELECOPIER (813)243-1314
T Pic R CUS�Ot71
89?_ �lorth Broad Str��t
Filaville, Georgia 31806-1 Q79
RE Plan No . TRC-2456 II
Building Size. 24 x 56
Occupancy Classification� Business
RADCO Approval Date: 03-19-10
To Whom It May Concern:
This is to confirm that RADCO approved the above referenced plan under the Florida
Manufactured Buildings Program administered by the Fiorida Department of Community
Affairs (FAC Rule Chapter 96-1). RADCO's review confirmed that the design complies with
the 2007 Florida Building Code, with 2009 Supplement, with the foilowing limitations
1 The Manufactured Buildings Program approval pertains to the factory built modular
structure only (and does not include the foundation system).
2. The foundation and anchoring system, utility connections, and items constructed and
installed on-site are subject to review, approval and inspection by the local authority
having jurisdiction
3. See the site installed items list on the approved plans for list of items that must be
completed on-site.
4 Chapter 633 Fire Safety plan review and inspection are reserved for the local fire safety
authority having jurisdiction
5. This plan is valid for use only in those jurisdictions where the structural design loads
are less than or equal to the design loads indicated on the approved plans.
6 This plan is Nt�T approved for the High Velocity Hurricane Zone (Miami-Dade and
Broward Counties).
7 Th� us� af th�; bui(dinc� witfi few�r piurniai,�c� fixt�.ir�s than r�quir�d by Section 403 of the
�lorida Plumbinc� Code is subject to the r�v�eGV �nd appr�u�! af the local auti�nrity
17auing jurisdECtion
RADCO's review included a review of products for compliance with 553.8425 or Rule 9B-72
A set of signed and sealed plans will be retained on file at RADCO, in accordance with the
DCA program requirements.
Sincerely, __
atv�tacc a�r=
M�chaei A. Fr�y MiCHnE�.a�REY
SMF'-37 ���Cc��
- tX
PI.OR[DA I�tUDl7LAR PLANg L�.AIrS(NBR
� SMP 37 _
CORPORATE.3220 E.597H STREET,t_ONG BEACH,CA 90805 • TELEPHONE.(562)272-7231 • FAX.(562)529-7513
�����RHILLS FIRE DEPARTNIEtVT
6907 Dairy Road, Zephyrhilis, FL 33542
�ire Chief Keiih WiHiams Bus (813)7$0-0041 Fax (813)7g0-00�4
FIRE SERVICE USER FEES
Occupancy No.: �
Plan No.: Contractor: �
Business Name: Billing Address: / @
Business Address: Z �j�
Business Phone No.: Billing Phone No.:
Business Fax No.: Billing Fax No.:
Contact: Contact:
PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE
Site Plan N/C Annual N/C Sprinkler y50 1st Ala►m N/C
ulti-Family/Commercial .06 sf 15t Re-inspeCt'ton N/C Standpipes $50 2nd Alarm N/C
(Minimum Charge$25.00 2nd Re-inspection �100 Fire Pump S50 3rd Alartn NIC
� Ptan Revisions DBL 3rd Re-inspection $250 Hoods 350 4th Alarm g�pp
��� 4th Re-Inspection 3500 Fire Alarm a50 5th Alarm g�50
SPRINKLER SYSTEMS (8usiness closed until LP Gas g$p �q�� $�
0-25 Heads $$0 VI0�2�IOf1S COReCt�) Natural Gas �Jr'0 NON COMPUANCE $150
26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �r m�k �,,p
STANDPIPE SYSTEM Hydro Undergrounds a45 gparWers y��p
� Per Riser $50 Hydrostatic Test a65 a.,y�,,, Fire Works a5pp
FIRE PUMP Acceptance Test $45 Per system Camp Fire $�
�Per Pump $100 Hydrant Flow $75 CoMrolled Burn $100
FIRE ALARM SYSTEM Hood/Duct g5p
8 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $SO Annual
26 plus Devices $100 System Acceptance �50 Fire Protection $25
SUPPRESSION SYSTEMS ReCall ACCeptance $50 Flammable Application $50 Annual
Wet $50 OTHER
Waste Tire Storage �5O Annual
��Y $50 Fire Walusmoke Wal1 $15 Pervran Generator<KW $1pp
CO2 �50 LP Gas $25 pe,�ank Generator>30 KW
150
Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual
KITCHEN EXHAUST Fumigation Tenting $50
�Hood/Ducts $50 Tent 10'z10'or greater $15 Pcr ter,t Torch PoUApplied 350
OTHER Fire Pump $45 Haz.Materials $1 pp Aririiie1
8 LP Inslallation per tank $50 Fi�e SuppfES51011 $3Q
Fuel Tank Installation a50 System Acceptance
(Per Tank) 350 8 Exhaust Hood/Duct S30
�Natural Gas Insfallation $50 R2-tnSpECttptl DBL
(Per System) (otherthan annual)
�Spray Booth $50 � Inspection scheduled DBL
and cancelled less than 8
24 hours
Construction Insp. N!C
Emergency Vehicle Ac� $50 FALSE ALARM
PLANS TOTAL� INSPECTION TOTAL� PERMIT TOTAL� TOTAL(____I
l��J
GRAND TOTAL 8 �
Comments:
Date: �� '� �
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i � � D OA7E: 3/11/09 ��L�S SC�1 sl�la`�l\
_ � p�soN JIM ERVIN...
� ° —' � BY""" a� M 0 B I L E 0 FFI C E 5 6 x 2 4 �'����'�N�
� � Z �� � 9346 STA13fAMtf DRIVE,UNIT 8
� A ° er: 7ALLAHASSEE,FL 32308
scuc: 1�800-782-1500 DESIGN ����'B�'
G/0011528
Fior�da Energy Efficiency Code For Buildfng Construction
Fiorida Department of Community Affairs
EnergyGauge Sumrnit0 FIa;Com-2U08; Effective� March 1, 2009 -- Form ��DA-2008
Nie#had A: Whole Buiiding Pertormar�ce Method for Gommercial Buildings
PROJECT SUMMARY
�
1 $hnrt i)esc- [ c� iZ-���6 Description, T &R-2d�{�
i (lFti ieer.
3 �-�ddressl Fnte� Acidrecs hcre Cif�: Enter city herc
.�ddress2• Enter Adtir.•,s t.ere State: Enter�tn�e l��re I
%ip: �� I
T�pe: Oflicr C'kass: Ne;c I'in�shcc bt�rld�n r
,Turicdiction: C)IZt_�'LtiDU,<:3R�C_,E (�(?lJ'�i'I 1','t'L{$�?100J
C��nditinned :�rea: !�(�6 ST= Canditioned c4:.C`aConditioned Area: 1306 SF
� vn nf Sturie�� 1 �1rea entered from Ylans 1_�(.��SF
i Fermii 10: () ��Tnx T'o�inagc >
If different,w�rite ij�:
— I
�i �� . ���
� '
� !'�i��- '�;-�� -��:.it' , .
�-�,
�-�.
,�.,
Ene�uy�.�a�ge SummitCi FlarCcm-20;;8 Effeciive f��tarc!^ 1 2�09
s ��.?niu ��s�,� � �,�-�
Florida Energy Efficiency Code Fo� Bui�dtng Canstruction
Flarida Department of Community Affairs
EnergyGauge SummitU FlalCom-2U08, Effective. March 1, 20D9 -- Farm 4�DA-2Q08
1Ulethc�d A: Whole Buiiding Performar�ce Method for Commercial Buildings
���- PROJECT SUMMARY �
�
3
I
� �;hnrt T)esc: E c� iZ-�=>6 Description. T R R-���6 ;�
� ��,��f<<-- �
f
�ddressl. Fc��,; 4ddres�here Cit�: Enter�ity hcr:� �
Ac4dress2; Lnter Adcire�.1;�re State: Enter�iate h�re i
L.ip: r� i
TtUe. �Jfii�_:
CFnss: ;Ve,t:I�;nici�..c bt�?]ciin� i
Turisdiciian: �_)fZT.�"t\DU,<)RA,'�GE (�C�U�1 1',tL(��?10�J1
Cnntiitinned:�rea� !�C?fi �r Conditioned R C'RConditioned�rca: '�6t�SF j
vc,of Stv�-ies. 1 :�rea entered from Yians 1�(1"SF �
± Permit �o. (} ��a�T'tiiinagc �
� If different,r�•rite in: ____ �
I
i
�
� � � ��:.
>
� 11di�r '!�, �t1-1�3 ��
�
c.�..
�C '<
cf;8��7y'�3auge Summi!��F!?iCcm-20�;;8 Efiect�ve f�rt2(Ch "�.2�0�
3 i�'�Ol�f Pa�e T n� '
! I
Coin�tiance Summat-y� �
L C arczpnnei�t �s�i�n C►•iteri�z 12Qc�rlt
�
t�r�s; Fne���z� Cc,st li��`�1 �'?�i.0 yl ti �) PASSED �
i
L1C.iH i'i�CF C_'�)�TI�OLS PAS�Sk�S �
� l�,h f I=1����J 1 IG1['I�1?��� P:�SS�`+ 1
, H�",-�.0 ��.�STF.�T
P.4SS�,5 :�
' 1'L:1.`1T \onc Enter�ci ��
� ��'_�.`I��.�'. NF;'1TI'�G S�'STEt�IS i'.aSSFS
� ;'IPI'�c� �1'�-I�E��i�
'�one �nYeretl
�; �:fet<:1i ��ec�uX��zd c��ul;,lianc:� Cr�.,r�l C11eck Lrsf'� l'es:'�tioi�,�
�I �
` ��
� `
IMF'ORTANT MESSAGE
I
; Info 5009 -- — -- An inpu# report af this design building must be subr�itted along with this
1 Carnpfiance Reparf � l�
° �A.� �
;> -�
� Il��r ��, ����! �
�
� :��
� ���
Er�erq•�:_^-,auge Suminic�Fl2'Co�-i�J`�'S EffeCtive f�iarcF i 20��9
� l� �l�l(.F Pa�r� r.}-�
CFRTIFIC�':I�?�=)�TS �
� �1
�� I
I
�
� I hereby certify that th� plans and spe�.ifications cavered by this calculaiian are in �fh-�h�
�laritla Energy Ct�ae �, RE� EWEnDY:
� � k4ttChtA��A,FRFY
��' �.� �' � '� c� �'j'''��1.Buildin��Offina_ _°_----..,,
Yr�pared B�- 1-(�'�I I�. i_ r v�1 -��
1 � /� , �
. -, __�_ �L,
�3TC =�'7 �" /-- --- Dat .FLC3R�J�ifiDltL.�RPL-h;�Sfi�nxiFNEa �
� � / No. 5h!P 37
i c°rtify that this bu�ld�rg s in r_ompliance w�th the �Lorid2 �nergy Efflcien�y Cod
C».�-n�r 1�cnt: _ l��te _ _ — - �
i
If Required by Florida law I herei�y c?rt:f�� �'j fhat the s�stern design is in compliance w;ih the FLorid� I
Energ� �fficiency Cod� ' � �
' = ;�,:,'' _ ,`'� C.�%� ��..�t.�`-kM''`'LL'c'V' �j�`7�?�
� `-,r.�';�l;'� �^��,�...E±, %��l' r`�v - Reg tio ,� _ �
I
j Fle�'rical i�e��<�ner ,1 -- �"6'���• �.
_ �
I
'� Li�ht,ng 1�e;�!anrr ---_---- �z���` ---
�, i i
�Ieci�a��t�al �:��<_�ncr Kz.-. ��' — ---
ulu�nhtng Uc,3kn�.r -- - - k�`-�� _._
j f`, Signature is ��yu�r�d wnere Fiorida La�v require� desig� to oe performed by reaisiereo desi�n
nroressionals i
'� ���� '�':
� �
� iYBr.t.� ��3t .�-d,� ��a3 (��'i
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'� .
�nergyGauce S�snsns�=iaiCorr,-2}�8 t4EEytIV�: �."�3(Ctl ' 2C10G
3�1�;_'O,U Pa�Le =oi�
rProject: T& R-'_�456 �
� Titic: "t b: k-2�i�ii �
rv�e: �)ff�ce
� �c�=r.-'. �'i:�: <L._:);?�..a�!'�'O_ENTL .4fi;'�-.t�u�} _�
Building Enc1 Uses �
� �
(
; 1i PFnpovea 21 Esaseii�£ �
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' �'ota� s�.2n rh�.�o �
�S?� .SI.t7�,
i ����iR'su9;Yito9?ttalK�id'ril�; �3?U tiR.90
15SS7 20195
_ .��S:�b' -- ------ 51,(1"' I
' AREA �iGHTS 4.�n �,.t�o i
f ZR48 �4Q1 ;
� �1i1 .fi?�a �
� -�- - MlSC EQUiPM7 ly.bo 7�1.ao
f K7�i? �7.t2
I _53�5 S311�5
� -- - -- PUMPS & MiSC t�.ot� t�.rlfi
� ll 14 �
' �� 5�1 (
i --- -- � -- --- ----- - —�- _ ._.._ I
I SPACE COOL �y.so �4,ztr
57y3 �(i23 �
; �'3f18 S'i'/!() �
; � t1.6f� i1.60 !
; SPACE W�AT
� �x� �s�; �
i SID--_ . 310 �
VENT �ANS �.�o �.�.�tt I
1022 �13�
�i� �'�?t
� -- ------ ------- - - ---- ----
I'ascin� req�ires Prupcf�ed F3uildinri cast tu be at mast S�°/, PA55E5
t�f R�.eline ec�st. This Proposed Tiuilding is at 76.9"/�� {,
� �� =��
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�ne�ry�au�e Summi�'��FlalCom-2t�!�8 Effeci�s�e:�Jsarch 1.2���
� !`i ?(1](t 1'age�;ot'-
Ps•cijeM:T cC IZ-'�Sb `
'I'iilc 'I-�� 12-_�5( �
T�}�e: �C�cc
�".r. R Fi12: Fl. :�1:I,".i�t;`C} :�1'�', A�.RPT.�ii'�3i
��..,. _ _
i u Exterr�al Ligt�tin� Compliance
� 1)eseriptia�� Cateaor� T►•adabte? Aliowance Area vr Len�th F`LPA f'I,P
i (WJUniti or No,of Units (Vt') (�}'? �
i {5yft or ft) S
i
Lxt Li��h! i 'vlain cnri�ies �'es �p.(}U 6.� I SO 3t! �
Tracia�ic Surf��c��: 30 {V�� :�.t1o�v.ince ft�r Trad.ibie: l89 (W} P:�SSESJ�
` Afil E�tcrnal Li�hiinn: �[1 (t�t'} �
��C°r�inpiicaatcc check includec a ^"+'%, escess ailo��ance o€y.00(�V) - -
Project: r fi R-�4�b
�Citfe: "I aK: Et-24>C,
�7�•pe: Office
(�1'E,� F'ile: FI__URI_.A1tiDCl 1'YTI. ATi�''T.tm3)
i
� I.,ightin� Cont��nls Compliance
, Acrun}�m �tish►•ae T)escrip(ie�E� Area Design VTin C�mpfi-
r�} (sq.ft) C:Y C'P ance
i
PrilG,1`�pi i? ()fticc - t.ncinsed 1.?06 I� i P.3tiSE�
� PAS51�S ��
1'rn�ect:1'S R-2-4�t+
Tiflc: '1�+� R-2��fi
T�Fie nfCtce
(`�'E,A Fife: 1�L, URL,-�NDO 3tiTL ARP'j.tm3?
- --- - 5ystem iiepor-� �ompliance
Pr-0:�ti3 �;vstecti 1 C:nnstant �`oiuxnc Pac4:a�cc� itiu. nf C'nit.
iTcrmenal System '-
�3 -- _..—_. _ _ _ _
�� C.ntnpr�nent (:a1eg��ry C.apa�it} Desi�;n Cff Desirn IPL\' Comp_
3 Eff Criteria lPL'4` Crrieria liance
,,
�
�' l.i,��lul::ti���rn� ��TAL :�II C�7pT.C1I1Cc lU i10 �l �; P.�SSF.S �
"nn!m� 11��cie� �.
Hcatic�_S��steni Llectr:c Furn�?cc ! (�Q i O() P.�SSES I
:�i� fian�'!iz-„* air l�andtez-(5:�},nl�}- ii.;'h 0 90 YASti},b i
� ti <:tem-�uprl� C'on�tant \'nlu3iic �
I ,�ir Dis7tbuc�on 1t�S �rste�ri (,,�C� P:��+,r S
� � I�
4 ��s[e,���
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l �
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i� ?iil�i F,�`�_ � ��f�,
� ����� �
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,,�''� Mar '19, 201 C! �
a�.. �
a�. m
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Piant Compliance
i
�I
f?cscrip'ri�n lnstAlled S'r�e Desi�n ?Nin L}esigiT Min Cat.e�or�' f'ornp.
�n Fff Lff IPL'l'' tPLY liance
� None
Projec�t: �f S R-�-tSC,
Title: -i��: R-24�6
7\pe• (�ftice
(t�'EA File: FL f,3i2I�:1VL70 ItiTL ��RPT.tm3j
� �'�'ater �3eater Cornpliance
� Desi�n Niin Design ��ar Ca�np
tlescriplit�n T�pe C:ategor� �,�f Eff I_�sc IJosc liance
( ��'ater Hcatc� :' Eleclnc«atcr 17zater = 1? [1.1� � 1 Cif1 0 t?? P�SSE4
� r PASSES ��
I
+ - —
' Piping S��sten� Gc�mpliance
�
C:aLC��uCt' Pi�ie Di:t lS Operutin�; Iris Cnnd lns I2eq IE�s rompliance
�inchcs� Runout^ Temp �Btu-in'hr Thick �in) "I-hicl: �inJ I
� �FJ .SF,F�� �
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E�ef;�v:�a=�qe Summat!�FlalCotT-2��� ���ct�ve hJ�arcn i 2C;G�
� lti.?UIC� Pa��e+�of'
Pro,jeet: "t'R. R-2456 �
"ritic,T�E: ft-2�3F �
'1 vpe: Of£ice a
�;;;%�:� �ile: FL_�RL.�nP��_i'�'�`TL, .y�?i.im3r
� OtheE• Requirecl Com�(iance
Cate�t�rr Section Requirement(w•rite N/A in box if not a�piicahle) Ckacek
ft��i»T i.i-]U 1 ;n�?ut Repc�rt Prn:t-Out i;om h ner�yCiau��e f={aCon;atc�ched �
C��peraiinns I�t3rtu.il i:-1(3� 1 Operations manual provideci t<��4�'n�r � �
��-�'1 ti. 1=--t 1.i
��,'„�rfo�x:�� Door; :,�-��)6.AB I 1 CT'tazed sw•in�in�:entrattce�:r�vol�'it��.doors ma�. 1 !'i chn'i(- zii1. �
�,r}7c.r F�rodut:�s 0=3 c:in'it'
tomts'Cra�l.5 1�-��(i .AB � Z 1�,he caulked_�as}:Eted. �r�eather-sm}�ped c�r c�thern•tse sealed �
Drop}>ed C ciim2 Ca�i� 1=-�106 AH,� Vented. se:a!& �n�ulatecl cziimg. Un.�ented seal R: inzula±e roof c� �
{ yide���alls
( S.Gtem !�-=ii�° H�%AC l.oa�Sizur�;ha:been pc:rformed � 's
4 Keiiaat !�--�0"13 Llectric re�istance reheat prohibited
� �
H\';�t Lfl'�c��nr_.� �3-wi1;. 1;--1QS i�4intmum effic�r,�ces• Coo]ina'Ta;,3es I;-�47.,��F3? � l,a-F�= ❑
1-leatiri•Tables 1?-4U7.AB.�.2 l B l=-�}0?�1 R.=.�_I n, �
1�-d03.;hR :;.? 1 L- l'a-=�UB.AB.;.?r
l(\'.4C' C��;itr��ks 13-k;1"; �F3 � Lnne cot�t.r�,is prevent reiieat texceptian;),simultenec�as heatii�� ❑
and coohne,iri e:3ci� zone ciunhined N:1C deadbinci ot at lea:c i°�
f e�c°ptiazls 1
' 1�e.�;t.}apc�n Contru�s 1;_�4p9 �B � i�tntonzic�dani��erc reqci.e�eepi�'avit�'dampers Cii: �n !1 e.haust �
� ��5tern�and�l �y;;tanls�'�tt2 desi��n outside�ir intakc or rlhau�t
�1����n�--;oo�;r��,
-�L?S l?-�a 10 I�uct sizin�,and nesi:,�n have beei� ��erTurmed � �
13ti AC Uu:ts ;_-a 1 f; A H 4�r ducts. f7itin�,s, mcchanical eqtnpment lL'pletiuir chami�ers snal I �
Lz ntechanicall} att3ched,seaied. 'r!�sulateci s�C instalted per�+ec f
f 3--9!�l Air Disu�ibuti<�n Sy;tems �
i Ltai:iticm� (�--�i11 4�? �'- H1' 1t'uist:'ibuti�n s}�stzm(si Cesied c� hafancctl R+_pot't iri � 1
�ons�ruct}a�i ci�cument�
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T�.X"fl:l:��\J I_IGIITl'�c; PAS�ES
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� iMPORTANT MESSAGE
� h�fo 5009 -- -- -- An inpu# report of this design bu�lding must be submitted along with this
j Compliance Repart ,
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Energy�auge Sumini6✓F;aiCoT,-20�5 Effe�t+va� P,��arch 1 20Ga
_-18��tltp P.��c� r.,+-�
CFRTI�'ICA7�I��NS �
;� �
I
� I herebVi certify that th� pl2ns and speti.ifications cavered by this calculation are in RE6'BWEriUY: ���
Flar�da Energy Code , . � ,
'r'- ^ - `�' �`�"I t MfGMAF�A FREY
P;�pared B�- �(��4�C-'_ � � t� � t�17i7 L�uildmt �f.�ic�a:–L�_
• ,/� ,.�
I7atc �-1 � ��'�G' D3f FY.U. A�A Mtfntr��+c pL-Ai6 fiSAx1iN@R
� � � 51vt?37
/ no.
I cert�fy thaf this build�rg !s m campliance v���th .he �Land2 �nergy Efficiency Cod
O�.{-n�r '�gent: _ _ Ua�e — -- –
i
if Required by Florida iaw. I hereby cert�fy(") fhat the s stem design is in compliance wiih the F�o�ida
? Energy �fficiency Code , 1 ''� i
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1 ,_..;41`l��-� J��i,C.f�! _ �,�li '`,Lt-ot� Re�No ��'7_-�
` t �n �,�su;c«; •
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� Electr}c�l Desi<_>ner; _ --
Li�ttu��_J�eei+�ner F.teg Np -----.--
�
?��1•r.ci�an�i:a1 Ue.s���nr.r .------ Reg T�'o� ---
Yiumbing Ue.�kiie.r -- --._ __. 12c�no _–
(�) $ignature is requirzd wnere Florida Law requires desig� to ae performed by registered design
nrofess"sonals !
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Tidc: T A: R-245fi �
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i e: �'L. C7 !,A"!'�C� 6NTL .4R"'r t :
it�;r.� G'; v . �. ��✓
� Building Encl Lises
1) Fro�ose�z 2} Baseii��
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_ --- _ AREA LiGNTS y.7� ��.00
284H 4�01
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MlSC EQUIPMT iy.bo 19.6u ;
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VENT FANS 3.�u la.?E�
1A22 4235
SS�t ��2?6
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�I'a4sin�reqtuires Pruposcd Buifdin„ cast to be ai mast 8�%, PASSES
af I�3aseiine cust. T3�is Fropusccl BuildYtig ts at 7b.9°/u ,f
ua �'+����..�� '
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Prc�jert:T& R-�4S6 t
r�t��. �r��. u-a.�5� �
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External Lt�tzting �otnplia�nce
i)escripti(i« CateQon Tradable? Allowanre Area vr Len�ih ELPA CF.,P
(W(Unit) or No.of Unifs (�'? �'�`?
{Syft or ft} �
I.xt�i;`hi I 'vlain entries Yes 30.�I0 6.0 1 RG =� �
Trad�ble SttrtacES; 30 (��� :�.11o�vance for Tr-adxble.: 1.89 (�V� � PASSES �
� 4l1 E�:ternal Lightin�: 3() {�')
�Cc�m��licaatcc chcek �nciucles a 5'%, escess aipo��anec� of g.�?0(ti�') _
Projeci: r c� R-2�t�6
Titte: "T'rY: H-245Ci
7}•pe: Offtce
�(�i'EA file: FL_URL:,11tiDtl J;YTI. ARPT.tm3)
Lighting Controls Compliance
� Acrun��m �lshrae nescriptfcrn Area Design �Tin Cnmpli-
�-C} (sq.ft) CY CP ance
PrOG,15p1 1? Ofticc - rnclnszd ].30F 1= � P.�tiS�S
�—PASSES —�
Prn�ect:7 cC i2-2-tSb
Title: '�'& 3�-Z45b
"['�pe (�f�ce
{��'L,?.F�9fe; I''1. ORL.ANUO_Iti7'L ARP�'.tn�3)
System Report Compliance
PrO�ti�l Svstein 1 C'onstant�'`v{umc Pacl:a�cd \o. of Units
� Terminal fivstem =
� � or• Ca acif Desi n �ff Desitn iPL�' Comp--
�� C:omponent <:ate� } � .l �
�.ff Criteria fPL'4' Criteria liance
i� l:o�.,lui�;ti����rn� P i.<�C A!I Capacit�zs 1G 00 9.3� T'.-�SSF.S I
�C.po!�ns;11��dej
Hestii;��S<<st�:m Electr�c Furnace 1.(�(I 1 00 F:�SSES
Ai! Haar:'lir.� 4ir 1;2ndlet•cSu��pl>}- Il Zn 0 9(7 YASSLti
S stem-�uppl�� �ons:.ant \'nlunle
:1i;•B�stribu��or� Ai�S 5vctetn 6.�f� Y�45�ES
C�'Stett} II
--- — �
P.4SSES
Er,2rgyGa�ge Si:mmif�';Fl�'C_nrn-2(�08. E�feCiive 1a12rch ?.2i,'09
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l.�i� ����� ��
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Ptant Comp�iance
f)escription �nstaNed Size Desi�,n ?Vl.in Uesign Min Categor}' �-o�P
'�n Eff L.ff IPLV IPLb' liance
None �
P�-oject: 7&R-2.-#5C
Title:"1 & R-245b
T�pe: (�ffice
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Water I3eater Compliance
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Lti'ater Hcate�. :' Electric�tiater I�eater �= 12 (l:l�( � [ 0{1 0 t>? PASSES
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� Piping S}�stem Compliance
Caic�or�' Pipe Di�c ls Operating 3re�Cc,nd ln,r Req Ins �'�nnpliance
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'fype: Office
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� Other Requirecl Compiiance
Cater(Frr Section Requirement(write [v!A in bvx i#nat appiieahle) Check
k��,�ia� i.i-10J 1n�sut Repc�tt Prir.t-Out irom Fner_yGauge FlaCom ar�ached �
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�idr�ti�alls �
Svstem i?-�+(?` H'VAC l.oad si�irrg has�,een pc.rtarmed
Keh�ai 1�-�t(l;.B Llectric resistance re}�eat prohibite�l �
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1-IeatingTables I�-4U7.AB.�.2 IB; l;-�lbi.�R.�L.tD.
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and coolin;in e�ch ii�ne. combined NAC deadbinti of ar]eas�?°�
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l,e mechanicaU� ��ttacheci,seaied, it7.rulated& in�talled uer`+et �
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� f-Jcat trap requircd '
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WHEELBLAST-3951 COPELAND DR-LEASE OFFICE'1,300 SQ FT
WITH PARKING PAD-PERMIT#11104
SQ. FEET PRICE
MAIN OR LIVING: 1,300
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 9,700.00
FEE SHEET $ 85.00
ADDRESS
DRIVEWAY
BUILDING: $ 86.70
ELECTRICAL: $ 40.00
PLUMBING: $ 40.00
MECHANICAL:
SUB-TOTAL $ 166.70
RADON:
TOTAL a 166.70
SEWER: $ -
WATER: $
IRRIGATION: $ - N/A
TOTAL: S 2,067.78
WATER METER: $
IRRIGATION METER $ - N/A
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 78.00
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: � 78.00
PUBLIC SAFETY IMPACT FEES
POLICE
FIRE
5% $ -
• TOTAL: S - N/A
SUB-TOTAL $ 2,621.18
PARK IMPACT FEES N/A
SIF'S:
100.0% $ -
1.0% $ -
TOTAL: � - N/A
TIF'S: N/A
99% $ -
1% $ -
TOTAL: $ 2,621.18
fCity of.Zephyrhills
Water.and Sewer'Impact Fee Calculation
Land Use Type:
Office
No. of Square Feet �130U
Impact Fees
Within City Limits Outside City Limits
Water Distribution System $ 4�8 624.98
Wastewater Collection System $ ,0 4.96 $� 1,256.20
Wastewater Treatment Plant Ca acit $ 562.8 � ��'��� 703.55
TOTAL $ , 7.78 $ 2,584.73
���� �� ����lu�..R��,tJ.�t1�
p .� "City of Pure Water"
�� 5335 Eighth Street•Zephyrhills,Florida 33542-4312
(813�780-0000�Fax(813}780-0003
Error! Not a valid bookmark self-referertce.
ctober 22,2010
CL1FF MC DUFFIE
Mayor
CITY COUNCII. 1Ch�I L3+I1C�l
resident
LANCE SMITH eelb�ast
Council President 951 Copeland Drive
phyrhills,FL 33542
KEIVNETH V.COMP'fOi�l
Vice President P.Lynch,
aont wttac�soN er the September 22,2010 Site Plan Approval Committee meeting itenn 16-10-SPR is approved
er ths fol(owing conditions:
MANNY FUNES
• An ADA paved parking sgot will be required.Coordinate de#ails with the
T1M URBATI building department.Reflect the addition of an ADA paved parking spat
on final"as-built"or site plan prior to D.O.
+ The"eastside driveway"should be brought up to commercial standards
(concrete,culvert and dirt cantrol per Public Works standards).
• A turn�ut(driveway)constructed per the FDOT standard attached,the
STBVEN F.SPINA drive wilI need to be a minimum of 6"thick concrete to include a culvert
City Manager pipe for storrn water drainage along with concrete mitered end sec#ions at
the culvert(both sides).There are similar driveways to the south of your
LIiVDA D.BOAiV site(east side of Copeland Dr.)that have the type of drive that we require.
City Clerk httu://www.dot.state.fl us/i�ddesigi�/rd/rtds/08/51 S pdf
. • The driveway/turnout and culvert shall be in place prior to Ehe issuance of
JOSEPH A.POBLICK C.O.
c;ty nnomey . The appearance of the berm a[ong Copeland Avenue is of continued
concern.We recommend that the site be brought up#o current landscape
code reyuirements.In lieu of ineeting the current code requirements the
City recommends a maintenance program to keep the berm and
surrounding area clean and pressntable per your letter dated October 12,
2010.
• Appiicant to submit"As-Built"site plans to fhe Planning Department
prior to issuance of C.O.
f you have any questions please don't hesita#e to call. 813.780.0000 x3535
.__...�_._..__._..-.�.
„��.,,.�_,����e , ....- � . ..
�� ._._.__�--___ __, .
ssis r
Date: September 22, 2010
To: SPR Committee
From: RT Keetch
Re: September 2010 SPR meeting minutes (Revised)
Attendance: David Henderson, Bill Burgess, Rick Moore, RI Keetch, Shane Leblanc, Mayor
McDuffie
1. Site Plans submitted for Wheelblast, Inc. located at 3951 Copeland Drive
(No. 16-10-SPR) for an office trailer addition and removal of an existing metal
building.
This item was approved per the following conditions/discussion points:
• An ADA paved parking spot will be required. Coordinate details with
the building department. Reflec#the addition o�an ADA paved
parkir�g spot on final "as-buitt"or si#e plan prior#o D.O.
• The "eastside driveway" should be brought up to commercial
standards (concrete, culvert and dirt control per Public Works
standards). Coordinate with Shane Leblanc. A R.O.W. permit will
be required
• Per a request by the applicant—"please have a police patrol car
monitor the speed of traffic on Copeland Drive"
+ The appearance c�f#he berm along Copeland Rvenue is of
continued cancem. W�; recommend#hat the si�e be brought up to
currertit landscape code requirements. 1n lieu of inee#ing the current
cc��e requirements the Ci#y r+�cc�mmends that:at a minimum the
applicant :ptant grass {perhaps Bahi�} and maintain the agreed
upon p#anting from a.pre�i�aus agreer�errt/Site Plan Appraval.
2. Special Event Application submitted by John Bolender for the 4th Annual
Bivouac & Barracks to be held at the Zephyrhills Airport on February 19 through
21 St, 2011 to benefit the WW I I Barracks Museum.
This item was approved per the following conditions:
• Special Event Insurance is needed. The City will provide (Katrina)?
• Trash receptacles?
• No police or fire needed.
3. Yard Sale in the Parking Lot of Goin' Postal Sunday October 3`� from 1-3pm.:
This item was approved per the following conditions:
+ The event shall be approved for a one time trial to see how the
parking works and to gauge any neighborhood concems
+ Yard Sales are technically only allowed three times per year per
City ordinance. Clarify if a second event is desired.
�IfiY f�F �P� ' ' � L�
"Citp of Pure Water"
�'� 5335 Eighth Street�•Zephyrhills,Florida 33542-4312
` (813)780-0000•Fax(813)780-0005 _
Error! Not a valid bookmark self-re�erence.
ctober 22,2010
CLIFF MC bUFFIE
Mayor
�ITY COUNCIl, ichael Lynch
resident
LANC�SMITH ���laS�
Council President 951 Copeland Drive
ephyrhills,FL 33542
KENNETH V.COMPTON
vice Presiaent r,LynC�t,
JOI�I WILKFSON er the September 22,2010 Site Plan Approval Committee meeting item 16-10-SPR is approved
er the followeng conditions:
MANNY FUNPS �. p�ADA paved parking spot will be required.Coordinate details with the
TIM URBAN building department,Reflect the addition of an ADA paveti parking spot
on final"as-built"or site plan prior to D.O.
+ The"eastside driveway"should be brought up to commerciai standards
(concrete,culvert and dirt control per Public Works standards).
� A turn�ut(driveway)constructed per the FDOT standard attached,the
STEVEN F.SPINA drive will need to be a minimum of 6"thick concc,ete to inolude a culvert
c'ty Ma"a�e'' pipe for storm water drainage along with concrete mitered end sections at
the culvert(both sides).There are similar driveways to the south ofyour
LIiVDA D.BOAN site(east side of Copeland Dr.)that have the type of drive that we require.
City Clerk http://www.dot.state.fl.us/rddesig;n/rd/rtds/08/51 S.pdf
, • The driveway/turnout and culvert shail be in place prior to the issuance of
JOSEPH A.POBLICK C.O.
City Attomey • The appearance of the berm aIong Copeland Avenue is of continued
concern.We recommend that the site be brought up to current(andscape
code requirements.in lieu of ineeting the current code requirements the
City recommends a maentanance program to keep the berm and
surrounding area clean and presentable per your letter dated October 12,
2010.
� Appiicant to suhmit"As-Built"site plans to the Planning Depardnent
prior to issuance of C.O.
f you have any questions please don't hesita.te to call. 813.780.0004 x3535
_ �.�__.. � ..._. ._...__
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' ��I�`Y�t�F .�`�F�I���ILI�S
u "City ot' Pure Water"
5335 Eighth Street•Zephyrhills,Florida 33542-4312
(813)780-0000•Fax(813)780-0005
Error!'Not a valid bookmark self-reference.
ctober 22,2010
CLIFF MC DUFFIE
Mayor
CITY COUNCIL ichael Lynch
resident
LANCE SMTTH eelblast
Council President 951 Copeland Drive
ephyrhills,FL 33542
KENNETH V.COMPTON
Vice President r. Lynch,
JODI WILKESON er the September 22,2010 Site Plan Approval Committee meeting item 16-10-SPR is approved
er the following conditions:
MANNY FUNES � ��A paved parking spot will be required. Coordinate details with the
TIM URBAN building department.Reflect the addition of an ADA paved parking spot
on final"as-built"or site plan prior to D.O.
• The"eastside driveway"should be brought up to commercial standards
(concrete, culvert and dirt control per Public Works standards).
• A turn-out(driveway)constructed per the FDOT standard attached,the
STEVEN F SPINA drive will need to be a minimum of 6"thick concrete to include a culvert
Ciry Manager pipe for storm water drainage along with concrete mitered end sections at
the culvert(both sides).There are similar driveways to the south of your
LINDA D.BOAN site(east side of Copeland Dr.)that have the type of drive that we require.
ciry cie�k http://www.dot.state.fl.us/rddesign/rd/rtds/08/S 15.pdf
• The driveway/tumout and culvert shall be in place prior to the issuance of
JOSEPH A.POBLICK C.O.
City Attorney . The appearance of the berm along Copeland Avenue is of continued
concern.We recommend that the site be brought up to current landscape
code requirements. In lieu of ineeting the current code requirements the
City recommends a maintenance program to keep the berm and
surrounding area clean and presentable per your letter dated October 12,
2010.
• Applicant to submit"As-Built"site plans to the Planning Department
prior to issuance of C.O.
f you have any questions please don't hesitate to call. 813.780.0000 x3535
incerely,
Keetch
sistant City Planner
ZEi���RHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
�ire Chief Keiih Williams Bus (813)780-0041 Fax (813)780-0044
FIRE�SERVICE USER FEES
Occupancy No.: j
Plan No.: Contractor: ��
Business Name:_�� Billing Address: /
Business Address: Z �j�
Business Phone No.: Billing Phone No.:
Business Fax No.: Billing Fax No.:
Contact: Contact:
PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE
Site Plan N/C Annual N/C Sprinlder 350 1st Alarm N/C
uRi-Famiy/Commercial .O6 sf 1 st Re-inSpeCtion N/C 5tandpipes y50 2nd Alarm N/C
(Minimum Charge$25.00 2nd Re-inspection 5100 Fire Pump S50 3rd Alarm N/C
�Plan Revisions DBL 3rd Re-inspection $250 Hoods a50 4th Alarm $100
l 4th Re-Inspection �500 Fire Alartn �50 5th Alarm 3150
(� SPRINKLER SYSTEMS (Business closed uMil LP Gas S50 6th Alartn a200
8 0-25 Heads S50 violations corrected) Naturel Gas �SD NON COMpUANCE a150
26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �r b�k �p
STANDPIPE SYSTEM Hydro Undergrounds 345 Sparklers a100
�Per Riser a50 Hydrostatic Test �65 pe�syscem Fire Works a500
FIRE PUMP Acceptance Test S45 Persyuem Camp Fire 325
� Per Pump 3100 Hydrant Flow $75 CoMrdled Bum a100
FIRE ALARM SYSTEM Hood/Duct �50
B0-25 DeviCes a50 FIRE ALARM SYSTEM PI2C2 of ASS2mbly $50 Annual
26 plus Devices $100 System Acceptance a50 Fire Protection $25
SUPPRESSION SYSTEMS ReCell ACceptance a50 Flammable Applit�tion $$O q��ue�
Wet a50 OTHER Waste Tire Storage S5O Annual
Dry 350 Fi►e walUSmoke Wa11 $15 Perwa�� G,enerator<KW $100
CO2 350 LP Ges a25 per tank GenefatOr>30 KW 150
Other $50 Natural Gas a25 ��Syscem Bio-Hazard Waste $100 Mnual
KITCHEN EXHAUST Fumigation Tenting �50
� Hood/Ducts a50 Tern 10'z10'or gre�ter $15 Per�enc Torch PoVApplied y50
OTHER Fire Pump a45 Haz.Materials a100 nn�uai
LP Inslallation per tank 350 Fife Supp�5510n a30
Fuel Tank Installation ;50 System Acceptance
� (Per Tank) 350 8 6d�aust HoodlDuct 330
Natural Gas Installation $50 Re-in3peCtion DBL
(Per System) (otherthan annual)
�5pray Booth $50 � Inspection scheduled DBL 8
and cancelled less than
24 hours
Construction Insp. N/C
Emergency Vehicle Ac� a50 FALSE ALARM
PLANS TOTAL� INSPECTION TOTAL� PERMIT TOTAL� TOTAL�_I
`t�'
GRAND TOTAL `78,E p,
Comments:
Date: �a��''�!1
Ins�ctor: �/�//�
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills,FL 33542
Fire Marshal Bus (813) 780-0041
Kerry Baniett Fax {813) 780-0044
E-mail: kbarnett@fre.zephyrhills.fl.us
Plan Review#: 10-128
Project:Installation of Office Trailer
Number of Pages:4 plus packet
October 27,2010
I have received and reviewed the plans for the installation of an office trailer located at 3952
Copeland Drive and will allow it to move forward under the following conditions listed below.
Paying for permit,the contractor acknowledges complying with those conditions. Should anyone
have any questions,please do not hesitate to contact the Fire Marshal's office.
Inspections Required:
1. Per FAC 69A-60.008,a lightweight truss sign shall be installed on the building. An"R"
sign will be the correct one. It shall be located at the main door at a height of 4—6 feet.
2. Install emergency lights in restrooms.
3. No storage within 3 feet of electrical panels.
4. Only one certified fire extinguisher required.
5. Building Department will be responsible for checking ramps and stairs to ensure
compliant.
Inspections Required:
1. Build' Final
�
ARNETT,FIRE MARSHAL
***Please be advised this review of pians submitted is a cursory review to assist the contractor in
compliance with applicable fire safety codes.This review is not intended to be a final approval of the
submitted plans.It is the contractor's sole responsibility to ensure that the plans are in complete compliance
with all applicable NFPA codes and local ordinances.In the event that further examination or site
inspection reveals areas of non-compliance,it shall be the contractor's sole responsibility,at their sole
expense to bring those azeas in compliance.The City assumes no responsibility for the contractor's failure
to be in compliance with all applicable NFPA codes and local ordinances.
J
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �(���� � �����
Date Received: �� �����
Site: ,�,��� 1 ��P�� �`.
Permit Type: C-Y���� �7+�'L�' �Q-' I �"��� �'�` �'��
f't��►o� �`IK.��' t 3 cc.���
Approved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑
r t ��
(," � C �`;�w�P/j S
This comment sheet shall be kept with the permit and/or plans.
,� �C� �E � �
Kalv' Switzer- Examiner Date , Contra tor and/ omeowner
(Required w n comments are present)
,rY���C �� �.,�.t ��a,aH�ri!IY'Y�6��.lT �t"��s� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII)
1 t1l�, l:�`�1��(.ci?�IF�Y i r�n� 1�!�.t�lJi;����r.%ln;� i�/y
TR+J�ANC�GUR�CF�r 1"�'+J�Y!�F Y,rfE Li��C,��ENT 2010159119
ON FILE 0�QF+PUF�LIC RECpR�IN THIS OFFICE -�
WITNES MY�hipND�f�D 0�'�CIAL,SEALTHIS " Rcpt:1334253 Rec: 10.00
���.���,�.��•� ����� O�V DS: 0.00 I T: 0.00
PA� 0'N IL, CL�RK& t�OMPTROLLER 11/03/10 K. Garcia, Dpty Clerk
�V �.�. < � � ��� QF�i:T� ��ERK
, PAULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER
`�' � ' ' 11/03/10 11:24am 1 of 1
, - NOTICE OF COMMENCEMENT OR BK g45g PG �'T�
Permit No.
Property Idenrification No. Z''�"Z(o-Z� � OD O c� - �e� 1 d� - D D,do �p
T�iE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property,and in accordance with
Section 713.13 of the Florida Statutes,the following information is provided in this NOTIeE OF COMMENCEMENT.
1.Description of property(legal descripilon:)q �r•��7 m t �.ti�.,.� �ti��r i a '�'�� �� ��y o� '!"�"''� Z�/
a)Street Address: � a e b�:v L 33 S�`t 2
2.C3eneral de'scription of unprovements• (NM���v, 11 E Ic�.�ti• ( «� � � C �
3.Owner Information
a)Name and address: W e.c as-�- �"r��- 3 f' Co c Dr' �� r�.'�� �L '�3�`�Z
�b)Name and address of fee simple titleholder if other than owner)
c)Interest in property
4E.Contractor Information _
a)Name and address: �vl�e r'
b)Telephone No.: $ �3 -7 I S='7� l`I Fax No.(Opt.) 13=7 g0� �`1 1
S.Surety Information
a)Name and address: � ��
b)Amount of Bond:
c)Telephone No.: Fax No.(Opt.)
6.Lender
a)Name and address: N /►q -
Phone No.
7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a)Name and address: �c�.q c L �.lc. S e c��,�.,Q �i' ���l, r�%��1 Y L 33�K'�-
b)Telephone No.: � 13 -`7 (S= '1 ( I �— Fax N .(Op .) �
8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes: '
a)Name and address:
b)Telephone No.: {-- _ Fax No.(Opt.)
9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is
specified):
WAItNING 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK QR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORID �+��r� uWRENCE�EVIN �F �
COUNTY OF PASC ' *� MY COMMISSION#DD 678f 2P I � /�lY.J i t rr�
�'��. ,�'�a; �a ThIN�May 28,2011 ��a re of Owner or wner's Authoriud OfficedDiroctor/ParinedManager
Rl��t4• ry P�ic Undenvriters /
�i c�4t � /� ��j,J�•Gi
Print Name �
The foregoing instrument was aclaiowled ed before me this��day of 1`4tl�Q�v���2 20/D ,by IM l C(�/�-C L g
��1C(G(-� as �F_S J.pESC�� ( of suthority,e.g. cer,trustee,attorney
in fact)for NoTI�E O F`Gaw�M�[c��v►Ext1' (name of party on behal of w strument e uted).
Personally Known ✓.OR Produced Identification Notary Signature r
Type of Identification Produced �G l�l� Name(print) �i�/�-��/C� !� �1� �
Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare ttiat I have read the foregoing and that
the facts stated in it are true to the best of my lrnowledge and belief.
Sign re atural Pe on Signing Above
FORMSMOC,rved2007
ACCESSIBILITY NOTES:
1. THE INTERNATIONAL SYMBOL OF ACCESS381UTY SIGN SHALL BE DISPLAYED AT ALL
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE
DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.
2. ACCESSIBLE DRINKING FOUNTAINS SHAD. HAVE A SPOUT HEIGHT NO HIGHER THAN 36
INCHES ABOVE THE FLOOR AND EDGE OF BASiN NO HIGHER THAN 34 INCHES ABOVE
THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS
SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY BENDING.
3. WHERE STORAGE FACILITIES SUCH AS CABINETS SHELVES, CLOSETS AND DRAWERS ARE
PROVIDED AT LEAST ONE TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING
NTH THE FOLLOWING: DOORS ETC, TO SUCH SPACES SHALL BE ACCESSIM (I.E. TOUCH
LATCHES U- SHAPED PULLS} SPACES SHALL BE 15 INCHES MINIMUM AND 48 INCHES
MAXIMUM ABOVE THE FLOOR FOR FORWARD REACH R SIDE REACH; CLOTHES RODS R
COAT HOOKS SHALL BE A MAXIMUM OF 48 INCHES ABOVE THE FLOOR 46 INCHES MAXIMUM
WHEN DISTANCE FROM WHEEL CHAIR TO ROD EXCEEDS 10 INCHES). SHELVES IN KITCHENS
R TOILET ROOMS SHALL BE 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE IN FLOOR.
4. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO
HIGHER THAN 48 INCHES ABOVE THE FLOOR. RECEPTACLES ON WALLS SHALL BE MOUNTED
NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION; HEIGHT LIMITATIONS DO NOT
APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL
RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS.
5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE
AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING
RESTROOM, AND PLACED 80 INCHES ABOVE THE FLOOR R 6 INCHES BELOW CEIUNG,WHICH-
EVER IS LOWER.
6. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT. DOOR CLOSERS SHALL BE ADJUSTED
SO THAT FROM AN OPEN POSITION OF 90 DEGREES THE TIME REQUIRED TO MOVE THE DOOR
TO AN OPEN POSITION OF 12 DEGREES SHAD. BE 5 SECONDS MINIMUM. THE MAXIMUM FORCE
REQUIRED FOR PUSHING R PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL NOT
EXCEED 5 LBS. FOR ALL SUDING, FOLDING AND INTERIOR HINGED DOORS.
7. FLOOR SURFACES SHALL BE STABLE. FIRM, AND SUP - RESISTANT. CHANCES IN LEVEL BET-
WEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED PITH A SLOPE NO GREATER THAN 1:2
CHANGES IN LEVEL GREATER THAN 0.S INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL
BE 0.5 MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WOE IN
ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT.
8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES TO 19 INCHES, MEASURED FROM THE
FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM
WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG
SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33 INCHES TO 38 INCHES ABOVE THE
FLOOR. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE
MOUNTED ON THE SIDEWALL WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 AND 41
INCHES ABOVE THE FLOOR. AND NTH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39
INCHES AND 41 INCHES FROM THE REAR WALL
9. ACCESSIBLE URINALS SHALL BE STALL-TYPE R WALL HUNG WITH ELONGATED RIMS AT A
MAXIMUM OF 17 INCHES ABOVE THE FLOOR.
10. ACCESSIBLE LAVATORIES AND SiNKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34
INCHES ABOVE THE FLOOR. KNEE CLEARANCE OF AT LEAST 27 INCHES HIGH MUST BE
PROVIDED WITH A MINIMUM DEPTH OF 8 INCHES BENEATH THE FIXTURE, AND 9 INCHES HIGH
MINIMUM NTH A MINIMUM DEPTH OF 11 INCHES BENEATH THE FIXTURE. THE KNEE SPACE
MUST BE AT LEAST 30 INCHES WADE.
11. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE
INSULATED R OTHERVASE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION R
PROTECTION MATERIALS MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS.
12. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (I.E. LEVER- OPERATED,
PUSH TYPE. ELECTRONICALLY CONTROLLED).
13. MIRRORS LOCATED ABOVE LAVATORIES, SINKS R COUNTERS SHALL BE MOUNTED WITCH THE
BOTTOM EDGE OF THE REFLECTING SURFACE A MAXIMUM OF 40 INCHES ABOVE THE FLOOR.
OTHER MIRRORS IN TOILET ROOMS SHALL BE MOUNTED NTH THE BOTTOM EDGE OF THE
REFLECTING SURFACE 35 INCHES MA)GMUM ABOVE THE FLOOR.
14. GRAB BARS HAVING A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1.25
INCHES MiNIMUM AND 2.0 INCHES MAXIMUM. THE SPACE BETWEEN THE GRAB BAR AND THE
WALL SHALL BE 1.5 INCHES.
15. WATER CLOSET FLUSH CONTROL SHALL BE INSTALLED A MAXIMUM OF 38 INCHES ABOVE THE
FLOOR AND SHALL BE LOCATED ON THE OPEN SiDE OF THE WATER CLOSET.
16. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE I.E. LEVER -
OPERATED, PUSHTYPE. U- SHAPED) MOUNTED MATH OPERABLE PARTS BETWEEN 34 INCHES
MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR.
17. TOILET STALL DOORS SHALL BE THE SELF- CLOSING TYPE
18. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES.
WILDING DESIGN PARAMETERS
1. USE /OCCUPANCY; BUSINESS
2. CONSTRUCTION TYPE: VB
3. SPRINKLER SYSTEM: NO
4. BUILDING AREA: 1,307 S.F.
5. BUILDING HEIGHT- S 15 FEET
6. NUMBER OF STORIES: i
7. NUMBER OF MODULES: 2
0. OCCUPANT LOAD JA_ BASED ON 1QQ- SF/PERSON
9. EXTERIOR WALL FIRE RAiTNG: NOT RATED
10. THIS BUILDING MUST BE INSTALLED NTH THE FIRE
SEPARATION DISTANCES REQUIRED BY FBC TABLE 602
AND SECTION 704.3,
11. ENERGY CODE COMPLIANCE: SEE ATTACHED ENERGY
CALCULAiIONS.
12. MANUFACTURERS DATA PLATE. STATE LABELS ANO
3RD PARTY LABELS ARE TO BE LOCATED ADJACENT TO
ELECTRICAL PANEL
GENERAL NOTES:
1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT
BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. THE PRIMARY ENTRANCE
MUST BE ACCESSIBLE.
2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
KEY, TOOL. SPECIAL KNOWLEDGE R EFFORT. MANUALLY OPERATED FLUSH BOLTS
R SURFACE BOLTS SHALL NOT BE USED.
3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN
60 INCHES ABOVE THE FLOOR. AND ALL GLAZING IN DOORS SHALL BE SAFETY,
TEMPERED R ACRYLIC PLASTIC SHEET.
4. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH x 26 GA. NTH
8 - 15 GA. x 7/16 INCH CROWN x 1 INCH STAPLES EACH END OF STRAP OR
EQUIVALENT FROM RIDGE BEAM TO COLUMN, AND COLUMN TO FLOOR.
5. PORTABLE FIRE EXTINGUISHER PER N.F.P.A. - 10 INSTALLED BY OTHERS ON SITE.
AND SUBJECT TO LOCAL JURISDICTION.
6. PROVISIONS FOR EAT DISCHARGE LIGHTING ARE THE RESPONSIBILITY OF THE
BUILDING OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL WHEN NOT
SHOWN ON THE FLOOR PLAN (INCLUDING EMERGENCY LIGHTING. WHEN REQUIRED).
76 WHEN LOW SIDES OF ROOF PROVIDE LESS THAN 6' OF OVERHANG, GUTTERS
AND DOWN SPOUTS SHALL BE SITE INSTALLED, DESIGNED BY OTHERS, SUBJECT TO
LOCAL JURISDICTION APPROVAL
8. WHEN BUILDINGS ARE INSTALLED IN WIND -BORNE REGIONS, EXTERIOR GLAZING SHALL BE
IMPACT RESISTANT R PROTECTED NTH AN IMPACT RESISTANT COVERING. UNLESS INDICATED
OTHERWISE IN THE SPECIFICATIONS FOR BUILDING, THE GLAZED OPENING PROTECTION WILL
BE PROVIDED BY WOOD STRUCTURAL PANELS MATH A MINIMUM THICKNESS OF 7/16' WHICH
ARE PRECUT TO COVER THE GLAZED OPENINGS, AND ATTACHED WITH 2 1/2' x j8 WOOD
SCREWS SPACED NOT MORE THAN 9' O.C. THE PRECUT WOOD STRUCTURAL PANELS AND
WOOD SCREWS ARE TO BE PROVIDED ON SITE BY THE OWNER, SUBJECT TO LOCAL APPROVAL
WINO -BORNE DEBRIS REGIONS IN FLORIDA ARE DESIGNATED IN FIGURE 1609 OF 2007 FBC.
AND SECTION 1609 OF THE IBC.
9. FIRE SAFETY PLAN REVIEW AND INSPECTION IS RESERVED FOR THE LOCAL AUTHORITY
HAVING JURISDICTION.
10. WINDOWS AND DOORS MUST BE CERTIFIED FOR COMPLIANCE WITH THE WINO DESIGN
PRESSURE FOR COMPONENTS AND CLADDING,
11. STRUCTURAL DETAILS NOT INCLUDED IN THIS PLAN SET ARE TO BE CONSTRUCTED
ACCORDING TO THE MANUFACTURERS STATE APPROVED BUILDING SYSTEM MANUAL
12. THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A HVHZ
ATTENTION LOCAL INSPECTIONS DEPARTMENT 1
I SITE INSTALLED ITEMS I
THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER.
HAVE NOT BEEN INSPECTED BY RADCO AND ARE NOT CERTIFIED BY THE
STATE MODULAR LABEL NOTE THAT THIS UST DOES NOT NECESSARILY
UMIT THE ITEMS OF WORK AND MATERIAL THAT MAY BE REQUIRED
FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO
LOCAL JURISDICTION APPROVAL CODE COMPLIANCE MUST BE DETERMINED AT
THE LOCAL LEVEL.
i. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.
3. PORTABLE FIRE EXTINGUISHER(S).
4. DRINKING FOUNTAIN R BOTTLED WATER. BUILDING DRAINS, CIEANOUTS,
SERVICE SINK AND HOOK -UP TO PLUMBING SYSTEM.
5. ELECTRICAL SERVICE HOOK -UP (INCLUDING FEEDERS) TO
THE BUILDING.
0. THE MAIN ELECTRICAL PANEL AND SUB- FEEDERS
7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
MATEUNE(S) - (MULTI -UNITS ONLY).
8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES
(MULTI -UNITS ONLY).
9. EXIT DISCHARGE LIGHTING (INCLUDING EMERGENCY)
10. WINDOW AND DOOR HIGH NANO STORM COVERINGS (PER CODE)
REFER TO GENERAL NOTES 3, 8 A: 10.
11. RESIDENTIAL TYPE STOVE HOOD.
12. DOORS AT MATEUNE
APPROVED PRODUCTS LiST
CATEGORY
SUB CATEGORY
MANUFACTURER
FL APPROVAL NUMBER
USED
ROOFING
SINGLE PLY EPOM
MULEHIOE
FL 10703.1
EXT. WALLS
WINDOWS
SINGLE HUNG
ATRIUM
FL 11828.8
FLORIDA
WINDOWS
HORIZONTAL SUDE
ATRIUM
FL 11624.2
FBC CHAPTER 11
�•
EXT. DOORS
SWINGING EXT.
YKK AP
FL 5851 R -2
2009 SUPPLEMENTS
W/2009 SUPP.
EXT. DOORS
SYANGING EXT.
CECO
FL 4553.1
PANEL WALLS
SIDING
JAMES HARDIE
F. 13223
�.
PANEL. WALLS
SIDING
AMERWAX
SOR11S 10 'ANA-140f
STANLTARDS FOR fLI1LRIU11 51)iIG
SOFIA. M10 FASCIA
ELECTRICAL NOTES:
1, ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE NTH THE
APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC).
2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE
MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY
ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE
A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE
A MINIMUM CLEARANCE OF 6 INCHES FROM 'STORAGE AREA' AS DEFINED BY
NEC 410-8(o).
3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED NTH READILY
ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE
BRANCH CIRCUIT SNATCH R CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE
AS THE ,DISCONNECTING MEANS ONLY WHERE THE SNATCH R CIRCUIT BREAKER
IS WITHIN SIGHT FROM THE WATER HEATER R IS CAPABLE OF BEING LOCKED
IN THE OPEN POSITION.
4, HVAC EQUIPMENT SHALL BE PROVIDED NTH READILY ACCESSIBLE DISCONNECTS
ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH NTH A MARKED 'OFF"
POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL
UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING
MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A
READILY ACCESSIBLE CIRCUIT BREAKER.
5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPU-
ANCE NTH SECTION 110 -9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT.
S. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE
INSTALLED AND SUBJECT TO LOCAL JURISDICTION A(PP)ROVAL
7. ALL CIRCUITS
CONNECTED THOAPPROVED ACMODULE TBLE JUNCTION BOXES,) OR CABLE CONNECTORS.
B. ALL PROOF �)AENCLOSURES..T E IN WET INTEGRITY OF NMICHH IS NOT AFFECTED WEN AN
ATTACHMENT PLUG CAP IS INSERTED R REMOVED. THE RECEPT ITSELF SHALL ALSO
BE LISTED FOR DAMP AND WET LOCATIONS.
9. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE SHALL BE CONNECTED TO A
PHOTOCELL R TIMER.
(1) Tai 1, PUW2 Y WiTH THE LATEST FBC CHANGE DATED
(2) THESE PLANS COMPLY WiTH RULE 98-72 (PRODUCT APPROVAL)
(3) THE
AGENCY'S OFFICE AS DIRECTED BY DCA. FILE IN THE THIRD PART
IFOUNDATION
iN ACCORDANCE WiTH THE REQUIREMENTS OF THE FLORIDA D.CA ,
'HESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND
THE TiE DOWN DETAILS AND SPECIFICATIONS. THE ENGINEER OF THE
BUILDING PLANS SHALT. NOT BE HELD RESPONSIBLE OR LIABLE FOR
T'fE FOUNDATION DESIGN AND THE CONSEQUENTIAL PERFORMANCE OF
SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND S)YI- AS
RLIATiNG THERETO.
THESE DRAWINGS ARE PREPARED TO THE REQUIREMENTS
OF THE FLORIDA MANUFACTURED BUILDING ACT OF 1979
WITH CURRENT REVISIONS. INFORMATION NOT CONTAINED
ON THESE DRAWINGS IS NOT REQUIRED BY THE STATE AND
IS INTENTIONALLY OMITTED. ITEMS SUCH AS HANDICAP RAMPS,
DECKS, ELECTRICAL RISERS, PLUMBING RISERS, AND
FOUNDATION PLANS ARE EXAMPLES OF ITEMS NOT REQUIRED.
THE ENGINEER OF RECORD IS ONLY CERTIFYING COMPUANCE
WITH THE PORTION OF THIS STRUCTURE THAT IS ACTUALLY
MANUFACTURED AT OUR FACILITY.
STRUCTURAL LOAD LIMITATIONS
FLOOR LIVE LOAD:
A. 50 PSF
B. 2000 LB. CONCENTRATED LOAD
OVER 30 INCH x 30 INCH AREA
LOCATED ANYWHERE ON FLOOR
ROOF UVE LOAD:
A. 20 PSF
ROOF SNOW LOAD:
A. Pg = 30 PSF GROUND SNOW LOAD
B. Pf = 23.1 PSF FLAT ROOF SNOW LOAD
C. Ce - 1.1 SNOW EXPOSURE FACTOR
D. Is 1.0 SNOW IMPORTANCE FACTOR
E. Ct = 1.0 SNOW THERMAL FACTOR
FLOOD LOAD:
THIS BUILDING IS NOT DESIGNED TO BE
LOCATED IN A FLOOD HAZARD AREA.
WIND LOAD:
A. 140 MPH WIND SPEED
B. IW = 1.0 WiND IMPORTANCE FACTOR
C. B WIND EXPOSURE CATEGORY
D. GCpi = 0.18 INTERNAL PRESSURE COEFFICIENT
E. Pr Zone 1- 33.2 psf, Zone 2- 52.9 psf, Zone 3- 89.0 psf
F. Pw - Zone 4= 36.7 psf, Zone 5 = 44.0 psf
G. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT
ON THE UPPER HALF OF A HILL OR ESCARPMENT
EXCEEDING 15 FEET IN HEIGHT.
CODE SUMMARY:
STATE
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
ACCESSIBILITY
ENERGY
FIRE RATING OF
2007 FBC W/
EXT. WALLS
0 HRS
ALLOWABLE NO.
FBC
FLORIDA
2009 SUPP•
2008 NEC
2007 FMC W/
2007 FPC W
FBC CHAPTER 11
CHAPTER 13
2007 FFPC
2009 SUPPLEMENTS
2009 SUPPLEMENTS
W/2009 SUPP.
W/2009 SUPP
PLUMBING NOTES:
I. TOILETS SHALL BE ELONGATED MATH NONABSORBENT OPEN FRONT SEATS.
2. REST ROOM WALLS SHALL BE COVERED MATH NONABSORBENT MATERIAL
TO A MINIMUM HEIGHT OF 48 INCHES A.F.F.
FLOORS SHALL HAVE SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS
UPWARD ONTO THE WALLS AT LEAST 6 INCHES.
3. THIS UNIT MUST BE CONNECTED TO A PUBLIC WATER SUPPLY AND SEWER SYSTEM
IF THESE ARE AVAILABLE
4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUTOFF VALVES.
5. WATER HEATER SHALL HAVE SAFETY PAN MATH 1 INCH DRAIN TO EXTERIOR,
T do P RELIEF VALVE MATH DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN
3 FEET ON A COLD WATER SUPPLY LINE
6. DWV SYSTEM SHALL BE EITHER ABS R PVC - OWV.
7. WATER SUPPLY LINES SHALL BE CPVC, R COPPER; AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS.
8. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS
OTHERWISE SPECIFIED.
9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS,
SUBJECT TO LOCAL JURISDICTION APPROVAL
10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE MATH A
MAXIMUM WATER OUTLET TEMPERATURE OF 120T (48.8.0).
11. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF
NOT SHOWN ON PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED BY OTHERS,
SUBJECT TO LOCAL APPROVAL
12. WATER PIPES INSTALLED IN A WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED
ON THE HEATED SIDE OF THE WALL INSULATION. WATER PIPING INSTALLED IN AN
UNCONDITIONED ATTiC SHALL BE INSULATED WITH AN INSULATION OF R -6.5 MINIMUM.
13. PIPING IN UNCONDITIONED SPACES MUST BE PROTECTED NTH INSULATION HAVING A
MINIMUM R FACTOR OF 6.5 IN ACCORDANCE MATH SECTION 305.6.
THE USE OF THIS BUILDING WITHOUT THE REQUIRED DRINKING FACILITIES
AND SERVICE SINK IS SUBJECT TO THE APPROVAL OF THE AUTHORITY
HAVING JURISDICTION.
MECHANICAL NOTES:
1. ALL SUPPLY AIR REGISTERS SHALL BE 10 INCHES x 10 INCHES ADJUSTABLE
WITH 10 INCHES x 20 INCHES (INSIDE) OVERHEAD FIBERGLASS
DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS IN UNCONDITIONED SPACES SHALL
HAVE R -5 MINIMUM INSULATION EXCEPT DUCTS EXPOSED TO VENTILATED ATTICS
AND CRAWL SPACES SHALL HAVE R -6.5 INSULATION.
2. iNTERVOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR
FOR AIR RETURN ANO /R AS NOTED ON FLOOR PLAN.
3. HVAC EQUIPMENT SHALL BE EQUIPPED MATH OUTSIDE FRESH AIR INTAKES
PROVIiDiNG 20 CFM FOR EACH OCCUPANT.
4. RESTRiOOMI VENT FANS SHALL PROMOE 50 CFid R MORE EXHAUST PER
WATER CLOSET OR URINAL
Llt;vfi'rtE4 FLA \�T 4 . E EN i ivff_-WEIV
'SY ZEIPHYRITILLS F1' iw)L'S I 'E
pip-a: be ts: tiffs re of I
reVew to as&4t tila Con yL;l :off In C01ITp °( a) ca m(
1ica 'e &_9 $;lfety miles. Tins f0'o ,v is room ilitc-colLN
t0 be a final N"goval of tr,e sctr Iii t i pl i3. it is ti`:e
COIlf1 �r,`tOf'S Sole ( 1�� }sibisity to C1l$u(a that ula pf Ii9 a(E
Oxnp;ete Compliancy: v�th :;M 8ppliC& .2 NEPA rail s
10,A ordinances. In the event that further examination I
site inspection rev=:ais areas of non - compliance, it shat it
the Contfactoes sole responsibility, at their sola expells'3 I
Ming those areas in Compliance. Re (,ity assumes n+�
r 3pOrlsibiiity for t:a Co,itr tor's failure to be in 1:OIIIpti
vriGy ' 1�b`e WPA (:Ages tTy1 kx:;j o;► �ai'rr .3.
r7;
rr�
i
�'e r
KENN
�V
RtVRMD BY$
MICHAEL. A FREY
/i-7.- L._/ %rs r' -,l
rtD&WA MODULI, M AN3 &UM 9#El
N0. SMP 37
Zq'
LISTING AGENCY APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODE
AND ADHERE TO THE FOLLOWING
CRITERIA
CONST. TYPE
VB
OCCUPANCY
Business
FLOOR LL
50 PSF
WIND VELOCITY
140 MPH
FIRE RATING OF
EXT. WALLS
0 HRS
ALLOWABLE NO.
OF FLOORS
1
MANUFACTURER
T&R
PLAN NUMBER TRC- 2456 -'Li
APPROVAL DATE 3-19-10-
T AND R CUSTOM, INC.
P.O. BOX 1079
892 NORTH BROAD STREET
" "l6 N, P. E. ELWALLE, GEORGIA 31806 -1079
• • • • •.�' •. Ph: (229)- 937 -2581
. E M1s •
r1 ♦i_
•, tyo.38447 •. * ,
-T Eoo�d:ly;
.,o •.• OR•.• Gam.
SUBMITTAL #: TRC -2456 U BUSINESS
STOCK MODEL
DATE: JAN. -04 -2010
DRAWN BY: JMG
SCALE: NTS SHEET 111: 1 of 3
DESTINATION : ORLANDO, FLA.
A
FRAME & FLOOR
AXLES: (3) �� BEAM: 10• QQ
HITCH: STD DET XXX
WALLS, WINDOWS, DOORS CLG 8'
-HGT
WALLS: z'x4' STUDS w/ DOUBLE TOP PLATES
PLUMBING WALL: 2'xa' ®24• PER PLAN
ELECTRICAL SGL PHASE
ENT. PANEL: (2) 100 AMP
LIGHTS: (15) 4' 2 —TUBE w/ LENS (ELECTRONIC BALLAST)
PLUMBING
TYPE: �� SUPPLY LINES B �'�' �ooR
PVC WASTE LINES
ROOF 2x ROOF RAIL aT 8'
45 MIL BLACK RUBBER
TRUSS: #SF115502 (20 -24) 0 24• o.c
EXTERIOR
SHEATHING: 1 /a' THERMOPLY
ENOWALLS, CORNERS, SIDEWALLS 25' O.C.
A C 8c HEAT
HVAC: (2> wA372 —ato * **
60 AMP 16 WIRE
JOISTS: 2'x6. 0 16" o.c.
INSULATION: R -19 KF
DECKING: 23/320 T&G ADVANTECH
COVERING: 1/2' VINYL COVERED GYP
EXT. INSUL: R -13 TNT. INSUL: 11 R.R.
EXT. DOORS:
(2) 36'x80' H.D. ALUM W/ 10' V.B. / LEVER HDW/ DRIP CAP
(2) EXTERIOR W.P. PORCH LIGHT w/ PHOTO CELL
(2) DRUM LIGHT
(2) 100 CFM VENT FAN
(2) LIGHTED EAT SIGN w/ BATTERY BACKUP
WALL HUNG LAV: (2) w/ PLYWOOD SUPPORT
MIRROR: (2) 40" A.F.F. TO BOTTOM
COMMODE: (2) HANDICAP (OFFSET FIANGE)
(2) TOILET PAPER HOLDER
MONO MANSARD 137"
RIDGE BEAM: 2 LAYER 23/32 PLYWOOD
24' TALL EACH HALF
BOT. TRIM: ALUMINUM
3.6
HEAT: tOkw
SIDING: .024 ALUMINUM
DUCT: R-6 THICK DUCT
TOP TRIM: ALUMINUM MANSARD
FIBERGLASS SUPPLY & RETURN
RETURN AIR: SEE PRINT
SHORT BONDING STRAP
1]OUTRIGGER FRAME w/ CROS SMEMBERS &
°UPI ° 0,11
INT. DOORS: (1) 24•x8°' 6 -PANEL w/ LEVER HOW
(6) 36•x8°' 6 -PANEL w/ LEVER HDW
WINDOWS:
(1) DUAL HEAD EMERGENCY LIGHT 0 84• A.F.F. TO BOTTOM
(2) STD 110V RECEPT 0 44" AFF
(1) 11OV EXTERIOR W.P. G.F.I. RECEPT (WHILE w USE)
WATER HEATER: (1) 4 GALLON
IN OVER HEAD CABINET IN RESTROOM
GRAB BARS: (2) 36' (2) 42.0 33' AFF
CEILING: 1/2' LUNAR BOARD ,
R6 THICK DUCT
'
INSULATION: R -30 KF
ELECTRICAL PANEL
THERMOSTAT: TM411oo1007
PROGRAMMABLE
DESCRIPTION KVA
* ** BOTH W SMOKESTAT
0035 KW/SF X 653.36 SF X 1.25- 2.86
(10) 48•x28" BZ /BZ VERTICAL SURE w/ MINI BLINDS
I} (1) 110V DEDICATED W/N RECEPT 0 64' A.F.F.
.Z_ PANS AT .3 KW X 1.25- 0.75
DECKING: 7 /16' FR PANEL
TOTAL 19.23 kw
TOTAL /240 X 1000. 80.13 AMPS
INSTALL 100 AMP PANEL
120/240 V 10
♦ (6) PHONE JACK J -BOX w /CONDUIT THRU FLOOR
ATTIC VENTILATION; SEE PRINT
ELECTRICAL SCHEDULE
CIRCUIT
NOMENCLATURE
BRMAEAKER
(PS)
WIRE
SIZE
1
GFC1 PROTECTED
20 A
12 -2
2/4
HYAC
6OA(2P)
/6
3.6
LKHM RECEPTS
20 A
12 -2
5
LIGHTS, RECEPTS, FANS
20 A
12 -2
7
WATER HEATER 1
20 A 1
12 -2
ELECTRICAL PANEL
SIZING
DESCRIPTION KVA
GENERAL LIGHTING
0035 KW/SF X 653.36 SF X 1.25- 2.86
11 RECEPTS AT 180VA /1000- 234
WATER HEATER 1.9 KW x 1.25 - 2.38
.Z_ PANS AT .3 KW X 1.25- 0.75
HVAC
TOTAL 19.23 kw
TOTAL /240 X 1000. 80.13 AMPS
INSTALL 100 AMP PANEL
120/240 V 10
ELECTRICAL SCHEDULE
CIRCUIT
NOMENCLATURE
BREAKER
(AMPS)
WARE
SIZE
1.3.5.6
LIGHTS, RECEPTS
20 A
12 -2
2/4
HVAC
6OA(2P)
#6
ELECTRICAL PANEL SIZING
DESCRIPTION KVA
GENERAL LIGHTING
.0035 /SF X 653.36 SF X 1.25- 2.86
12–R CEPTS AT I SOVA /1000- 2.16
WATER HEATER 1.9 KW x 1.25- 0.00
-Q SANS AT .3 KW X 1.25- 0.00
HVAC 10.9
TOTAL 15.92 kw
TOTAL/240 X 1000 - 66.34 AMPS
INSTALL 100_ AMP PANEL
120/240 V 14
T&P RELIEF VAL
110V
HOT COLD
n
it
II —3/4• COLD INLET
II �- -CUT —oFF VALVE
I I a IN WATER HEATER CABINET
EXTENDED THRU FLOOR
TO OUTSIDE
LIGHT
ATER HEATER DIAGRAM N.T.S.
NOTE: A FULL OPEN VALVE SHALL BE SUPPUED
AT THE INTERIOR OF THE BUILDING OR IN THE
CRAWL. SPACE VATHIN 3 FEET OF ACCESS DOOR
OR IN A READILY ACCESSIBLE VALVE BOX WITHIN
5 FEET OF THE D( IOM FOUNDATION WALL.
WATER HEATER SHUT -OFF VALVE SHALL BE
LOCATED WITHIN 3 FEET OF THE WATER HEATER
I
T+4
N
SUPPLY LIE NOTES - -
1 ALL SUPPLY LIES TO BE CPVC DWT N-IERE NOTED OTHERWISE
ALL JOINTS TO BE BY MANUFACTLM APPROVED MEr&K
3 All RTMOGS 10 BE APPRM MATERIAA. COIPATHDLF MATH SUPPLY LI M
4 ALL 9JPPLY LIES TO HAVE APPROVED SHUTOFF VALVES.
5 LIES 10 BE SLPPORIED VERTICALLY MAIOMJW WO.G
6 TIES TO BE SUPPORIED HORIZONTAIT M)MV 3YO.G
ALL PPNG 90M FLOOR NOT CONCEALED N FLOOR CAVITY TO BE MUTED
NTH LAN. R -A
8) NUUN EC" OF SWARATE WATER HEATERS TO BE DONE ON SITE BY UCF?rSED
KLNBER AND SUB,ECT TO LOCAL OODE AIISOICTION.
DIV NOTES
2 3 PIPING SIOLL BE PVC SOMLE 40
ALL JOINTS SHALL BE MADE NTH FITTING EITHER SOLANT WRDED OR TTtIEADED
A000NG TO APPROVED METHODS
ARTICAL MNG SHALL BE SUPPORTED AT BASF. IDDL& AND TOP.
4 HORIZONTAL PFM SHALL BE SUPPORTED LIH N 48'0.C. AND AT EACH MM
OF DIRECTICIL
5) ALL P -TRAP MEN" ARMS OVEN 34' LAN. MUST BE St1PPOR1ED AT BASE AND
AS CLOSE TO P -TRAP AS POS LE.
6 = 11-OW AND BMOM TO HAVE .2S' FALL N DIRECTION OF FLOW. PPTNG 1O0' AND ABOVE TO HAVE .125' FALL IN DIRECTION OF FLOW.
8 ALL W" HTRLI ROOF MUST PENETRATE ROOF 00E3M A MDT. OF 6' AND
MUST BE PROOERLY RASFED.
9) RAS" TO BE LEAD. COPPER, N11YDI % PLASTIC. OR NEOPRENE OF AN APPROVED
TWE
10)ALL PIPING BELOW FLOOR NOT OMM40 IN FLOOR CAMTY To BE NSULATED ITH
R -4 Olt BETTER.
LAV
TOILET
In
1 /Y 'i1
I
I
\I�
�v
SUPPLY RISER —NTS-
ALL TRUNK LASES TO BE 3/4'
UNLESS NOTED OP40 WISE
I
WATER I
HEATER .
3/4'
INLET
3' m
JL
3'
TOILET
uv
3' 3•
TOILET
U
3'
TO SEWER
BY OTHERS
TO SEWER
BY OTHERS
D.W.V. RISERS NTS
3' VTR
2'X4' SYP
ivi
10 -A
SUPPORT POST 1' WW
* **
(TYP) CUT OUT IN PLENUM CAVITY
CEILING FOR DUCTED RETURN AIR
% e/ RNI HOO" vw
Wt mwto TI'rl
MICHAEL A FREY
1'LO=A NIODVLAA !LAMB t)<ATt4➢rL�
No. SMP 37
LISTING AGENCY APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODE
AND ADHERE TO THE FOLLOWING
CRITERIA
CONST. TYPE VB
OCCUPANCY Business
FLOOR LL 50 PSF
WIND VELOCITY 140 MPH
FIRE RATING OF
EXT. WALLS 0 HRS
ALLOWABLE NO.
OF FLOORS 1
MANUFACTURER T&R
PLAN NUMBER TRC -24%31
APPROVAL DATE 19-10
RADCO
T AND R CUSTOM, INC.
P.O. BOX 1079
892 NORTH BROAD STREET
KENNF�j)IL• '13t1y�tON, P.E. ELLAVILLE, GEORGIA 31806 -1079
�•` ... • .. • �, Ph: (229)- 937 -2581
57T • y •
3ri4 •
•
'� • -
• 4 l
•� .C� •••4 O R� •PGA �`•
���IIIIl1 /4�`
SUBMITTAL #: TRC -2456 BUSINESS
STOCK MODEL
DATE: JAN. -04 -2010
DRAWN BY, JMG
SCALE: 1 /4 " =1' -0"
DESTINATION : ORLANDO, F1-A.
SHEET #: 2 of 3
E:l
00 00
n
LEFT ELEVATION
E:1
FRONT ELEVATION
E:1
L"-
E:1
o p
0 0
E c�
RIGHT ELEVATION
SCALE: 3/16" = 1' - 0"
REAR ELEVATION
UNIVERSAL IjSF115502 PLUMBING VENT VENTILATION REQUIRED TO BE A MINIMUM
CALCULATED TRUSS MINIMUM 8 " nm 1/300 OF THE TOTAL ROOF AREA
A 24" O.C. ROOF(F APPLICABLE) MUL.EHIDE 45MIL BLACK EPDM ROOF
MULEHIDE 7/16' FR DECK PANEL
2x ROOF RAILS —
IMOXIe 2690 • �. roll,
►�It +! !�i i ►��i� .. �i i !�i�t� .•t i�� ►1! !�t t,�, l! . . , 10.10141 �vWxi:jjl
STRAP 016* O.C. MAAMIA .�ti�..
ROOF TO STUD T
DOUBLE 2x4 TOP p��lE�
R -30 KF INSULATION 1/2' PREFINISHED GYPSUM J
/2 S.P.F. OR BETTER
CEILING BOARD CLASS 'A'
ALUMINUM SIDING
2'x4' STUDS O 18' O.C.
12 SPF OR BETTER
(MALE LINE)
2'x4' STUDS O 18" O.0
12 SPF OR BETTER
1/2' VINYL GYPSUM
CLASS 'A"
7/16' O.S.B. BELT RAIL
SIDEWALL BRACING: (CORNERS &
STRUCTURAL. 25• -0' O.C.) THERMOPLY
SHALL EXTEND CONTINUOUS FROM TOP WALL
TOP PLATE 3/4" MINIMUM BELOW TOP OF
RIM JOIST MATH ALL SHEATHING EDGES
SUPPORTED BY 2'x4" LUMBER 12 S.P.F. OR
BETTER.
96"
FASTENED MATH 16GA x 1' x 1.25' STAPLES
3'O.C. EDGES AND 6'O.C. IN THE FIELD.
R -13 KF INSULATION
R -11 INTERIOR - —�-
AS NOTED
ENDWALL BRACING: STRUCTURAL THERMOPLY
SHALL EXTEND CONTINUOUS FROM TOP OF
TRUSS TOP CHORD TO 3/4 MINIMUM BELOW
7 18" O.S B. BELT RAIL
/
TOP OF RIM JOIST MATH ALL SHEATHING
EDGES SUPPORTED BY 2'x4' LUM8ER 12
SPF. OR BETTER.
TONGUE
TONGUE & GROOVE
FASTENED MATH 16GA x 1' x 1.25' STAPLES
ADVANTEC H
FL DECKING
DECKING
3'0.C. EDGES AND 8'O.C. IN THE FIELD.
VINYL TILE OR
SPAN RATED O 24" OC
-�-- ELECTRICAL OADO
COMMERCIAL CARPET
R -19 H KF INSULATION
FLOOR TO STUD STRAPPING
2'x4" BOTTOM PLATE
1.WA2*46GA. GALVMNZED
it
12 S.P.F. OR BETTER
STRAP O 16" O.C. MAX.
2 X 6 JOISTS 016" O.C. #2 SYP OR BETTER
O MATELINEf( #2RSPFSOR BETTER)
-• OUTRIOGM 048'o.0.
.040 ASPHALT BOTTOM BOARD
(ASTMA -36)
CROSSM �� � "o c. 10' 1 -BEAM O
99' APART (TYP)
(TYP.) CROSS SECTION
N.T.S.
KENNETt�!L 1 A
' N ••
�tr`,o T4
(1) SKIRT, SKIRT VENTILATION, & ACCESS TO BE
PROVIDED & INSTALLED BY OWNER ON SITE.
(2) ALL GLASS IN DOORS & WITHIN 24" OF
DOORS IS SAFETY GLAZED.
(3) HANDICAP ACCESS REQUIREMENTS TO BE
PROVIDED & INSTALLED BY OWNER ON SITE.
(4) FOUNDATION ENCLOSURES(WHEN PROVIDED)
MUST HAVE 1 SQUARE FOOT NET VENT AREA
PER 150 SQ.FT. OF THE FLOOR AREA.
(5) AN 18 "x24" MINIMUM CRAWL. SPACE ACCESS
TO BE SITE INSTALLED BY OTHERS.
iI VUWtD BYt I
MICHAEL A FREY
rL0lIDA MODVI.AR MAN$ LRAA1941<
Na SMP 37
LISTING AGENCY APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODE
AND ADHERE TO THE FOLLOWING
CRITERIA
CONST. TYPE VB
OCCUPANCY Business
FLOOR LL 50 PSF
WIND VELOCITY 140 MPH
FIRE RATING OF
EXT. WALLS 0 HRS
ALLOWABLE NO.
OF FLOORS 1
MANUFACTURER T8R
PLAN NUMBER TR 2456 _Tr
APPROVAL DATE _
RADCO
T AND R CUSTOM, INC.
P.O. BOX 1079
892 NORTH BROAD STREET
P.E. ELLAVILLE, GEORGIA 31806 -1079
Ph: (229)- 937 -2581
- -
. �• O .�4
Z0NAL E"% %0 -'
�41f11114j1
BMITTAL . TRC -2456 BUSINESS
STOCK MODEL
DATE: JAN. -04 -2010
DRAWN BY: JMG
SCALE: AS NOTED
DESTINATION : ORLANDO, FLA.
SHEET 111: 3 of 3
N.89 °48 05'�E.
0
740 7 -
0.46 AC. PROJECT
-�� LOCH' -10N
TUCKER
�0
1b.
\ \0
EXISTING
METAL 1
BUILDING
v, vvv, �
WINDPROOF
SHELTER
100'W. X 20C'L. X 44'H.
\
APPROX. CEN TERL� E
i' OF SWAL-
\
I
76.`
300 LIN.FT. STAKED
O v ° I'
S N \ \\ < (\ SILT FENCE i
X62
C�o \\
0 0
OUTFALL STRUCTUPE N0.
INVER� =76.66
SEE, DETAIL
4 THIS �HEET
" -' ;
II
- - - -- -- l \ 0
TYPE III SIC r FENCE
SWALE
0
lb .
vv`v
\\\
\\
PROPOSED 23.3' X 56.0'
��• MODULAR BUILDING
C_ ,
h
'
6'\'30' WOOD DECK__
WITH STAIRS 'I
30' ADA RAMP�"v'p_
EXISTIN'
PAVED AREA
UTILITY NOTES;
EXISTING
LIFT STATION
0
cp
\
\ EXISTING 460 VOLT
\
3 PHASE ELECTRIC
2 " P.V.C. ENCASED
\ LOW VOLTAGE
CABLE — 400'
\
\
E 0STI NG
POPPER
\ \LOW VOLTAGE
\`\ PULL BOX
EXISTING O
ETAL BUILDING
EXISTING
GARAGE 0 \ "\
`,w,\� ` \
v v 00 \
\
00
XISTING �` �4 '\
OBILE OFFICE � 4 1
r `v ` \ co
EXISTING EXISTING
METAL BUILDING _ MOBILE
TO BE REMOVED OFFICE \ I,
w
\vl
/1 �O
EXISTING
METAL BUILDINGS
1
�j
r SI TE DATA
' SWFWMD PERMIT N12MBER:
TOTAL AREA:
STRUCTURES:
TOTAL IMPERVIOUS AREA:
TOTAL PERVIOUS ADIEA:
4012453.06
455,457
S.F.
(10.46 AC.)
38,602
S.F.
(8.48 %)
157,294
S.F.
(34.54 %)
298,163
S.F.
(65.46 %)
1. 2 230v 1010 AMP SERVICE FROM EXISTING 460v 3 PHASE SERVICE
2, WATER TG BE PROVIDED VIA EXISTING SERVI �E
3. PROVIDE PI'ACKAGE PUMP STATION CONNECTED TO EXISTING LIFT STATION.
REV. 01 04/28/09 TITLE: SITE PLAN
REV. 02 07/14/C9
REV. 03 08/30/10 JOB #: 09 -008
DATE: 03/30/09
WEST COAST DESIGN INC.
243 MAR STREET
ST. PETE BEACH, FL. 33706
PHONE (727) 368 -0491
o
/
- NIT
be aJvised this re:,ew of
€ray r' =yE';v to assist the contractor n com r 6f �t
ticable fire safety codes. This review is no
to be a fnal 3pproval,of the submitted t intends
tlOntractor's sole responsibilit tO f2 plan'. it is fre
COm lete p Y rsure that the plans are i�
p ' �'i� liunce with all a*icabl N�pq cedes an
titbGal ordinances. in the event fhaf'urth,�r examir,a�;s
e ont r.�ctbn reveals areas of
.e contractor's sole responsibility, ,,r r�r, ance., it shall be
briny those areas in compliance. The Glity ole egi � - X11 = 40'
responsibility for amommm
e contractor's failure
4'Plb -� 9 NFPA C,)& : rj be I �j� tip �0 R0
OUTFAL_ STRUCTURE NO. 2
INVERT = 76.77
SEE DFAIL THIS SHEET
IRRIGATION BACKFLOW
PREVENTER WITH CONTROLLER
BOX
WHEELBLAST, INC.
3951 COPELAND DRIVE
ZEPHYRHILLS, FL
lb \
l 4 f ='JV DA
T F.-
LANE.? f -xy NII'NIJI'
�--f .8 '
THROAT
WIDTH
. ------------------- - - - - -- .
8
JU.8MFrrE1; 1�1ANCS) i%AvEXEN A &V
3YZEPHYRH1LL5F1Rj��'
DETAIL — STRUCTURE No. 2
SCALE. 1 " =5'
=76.77
WEST COAST DESIGN, INC
243 MAR STREET, ST. PETE BEACH, FL
Phone /Fax: 727 - 368 -0491
CIVIL /SITE DESIGN /ENGINEERING CONSULTANTS
CERTIFICATE OF AUTHORIZATION
N0. 25983
SITE & LANDSCAPE PLAN
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