HomeMy WebLinkAbout21-1591 D
Q. _
►�f�_. City of Zephyrhills PERMIT NUMBER
4a.
- -- : 5335 Eighth Street
Zephyrhills, FL 33542 BGR-001591-2021
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 03/16/2021
•
Permit Type: Building General (Residential)
Property Number Street Address
14 26 210010 02300 0150 4852 18Th Street
Owner Information .Permit Information Contractor Information
Name: ELWOOD&MARY CURTSINGER Permit Type:Building General(Residential) Contractor: HOMEOWNER
Class of Work:Shed
Address: 4852 18Th Street Building Valuation:$5,600.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$500.00
Phone: (813)355-4765 Mechanical Valuation:$0.00 t
Plumbing Valuation:$0.00
Total Valuation:$6,100.00
Total Fees:
Amount Paid::$17$172.50
Date Paid:3/16/2021 8:25:33AM
Project Description
INSTALLATION 12 X 20 SHED W/ELECTRIC
Application Fees
Building Plan Review Fee $35.00 Building Permit Fee $70.00
Electrical Permit Fee $45.00 Electrical Plan Review Fee $22.50
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit 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 add fee 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.
0 14)Q9L4
yfr:!
0 RACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MON HS 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 Phone Contact for Permitting —
Owner's Name ` iliu{ twner Pho\1 Number 0
Owner's Address Owner Phone Number
Fee Simple Titleholder Name 1 IJ�C� \ Owner Phone Number
Fee Simple Titleholder Address F14_%K(J-0NN
JOB ADDRESS LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL
20
DESCRIPTION OF WORK r- �-Lko r
BUILDING SIZE SQ FOOTAGE H GHT
BUILDING $�� VALUATION OF TOTAL CONSTRUCTION
MELECTRICAL F5oo
AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
PLUMBING $. ,
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER J/C �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
.- .
BUILDER ,/� r COMPANY
SIGNATURE v-=- REGISTERED Y/ N FEE CURREN Y/N
Address L. �L, License#
ELECTRICIAN _ `°-COMPANY
SIGNATURE` _- A- REGISTERED Y/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LLN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LY/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
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,
SariRary Facilities 81 duinpsfe�:'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 Commencement is required. (A/C upgrades over$7500)
'* Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same.
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 Divislon—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 1,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'SIOWNERIS 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 ffiefollowing.restrictions apply to the use of fill:
Use o 7 11i"islok-allowed in Flood Zone W"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 f9und to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise In good faith to Inform the owner of the 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 QE COMMENCEMENT,
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENTe, CONTRACTOR
Subscribed and sworn to(or affirmed)before meAtris— Subscribed and sworn to(or affirmed)before rri]414s
by by
�b
Who is/are" nalinmpwri to me or has/have produced Who is/are perso kno e or has/have produced
LE 11 1 L as identification. VLomas identification.
k
�A Notary Public Notary Public
Commission No. Commission No.
r �lyCf--
Name of Notary typed—,printed or stamped Name of Notary typed,printed or stamped
CARLOS MALDONADO
,V...... CARLOS MALDONADO Commission#GG 346275
Expires June 18,2023
Commission#GG 346275
Expires June 18,2023 .....A,,' Bonded Thru Troy Fain insurance 800-385-7019
Bonded Thru Troy Fain insurance 800-385.70t9
INSTR#2021052404 OR BK 10301 PG 2239 Page 1 of 1
031/16/2021 11:25 AM Rcpt:2273635 Rec:10.00 DS:0.00 IT:0.00
._.,_Nikki Alva r z-Sowles Esc Pasco County Clerk&Comptroller
. NOTICE OF C01100ffBCEIVIENT
PermitNo.(�"
Property Identification No. Q
THE UNDERSIGNED hereby give informs you that the fmprovemant.v`I be made to certain real property.and in accordance with
Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.
1 Description of property(tags! n:)
a)Street Address:
• 2.Oeneral description of improvements:•
3.Owner Inforqui4on
a)Namb and address: W O V P
b)Naft and eddre9s of fee siiinpla ' eholder(if other than owner) rh t t'e L
c)boarest hisropefty
4.Contrudd Information V�. ` �3
4)Naiue cud ad ' I r \0 1
b)Telephone No.; — Fax No.(Opt)
S.Surety Information
a)Nhme,and address: —
b)Amount of Bdbd:
c)Telephone No.: Fax No.(Opt)
6.Lender
a)Name and address:
Phone No.
7.Identity of person within the State of Florida designated by owner upon whom notices or other doatments may be served:
a)Name and address:
b)Telepbone No.: Fax No.(Opt.)
8.In addition to himself;,owner designates the following person to receive a copy of the Lienor's Notice asprovided in Section
713.13(1)(b),Florida Statutes:
a)Name and address:
b)Telephone No.: c, .Fax No,(Opt)
9.Expimtion date of Notice of Commencement(the expiration Hate is one•year from the date of recording unless a difetent date is
specified):
WARNING TO OWNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE MI(RATION OF TEE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SWrION 713.13,
RE
FLORIDAA STATUTES,AND CAN IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE.RECORDED AND POMID ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF Me
COUNTY O �'�SSICK. sigceor wpar9Aamoriaee rsr1D
ION# 0104369 W = .
May 14,2021
The foregoIedged before me th _y ddey of N 1r . . 2e�L by�" C l)r-'E S`r-%Ojr_ '
as (type of authoft e.g.officer;trustee,nuomey
in fact)for (—a of party on bebalf of whom Instrument was executed).
Personally Known_OR Produced Identification Notary Slgoatnre L� J�.
1 j
Type ofIdeatificxtion Produced '['��� Name(print) LSGIa s Y\
Verification pursuant to Section 92MS,Florida Sudutes.Under pausides of perjury,I declare that I have reed the foregoing and that
the facts stated in it are true to the best of my knowledge and belief.
' sift,oborNe®r.lPeiieasi�,fiit'lltioVa•.- ... .
Foa+sMoGNsmaor
State of Florida,CIounty of Pasco
This is to certify that the foregoing is as ;
4 RyM.:P'.
true and correct copy of the document
on file or of public record in this office. 1 ``- fe r"` •
wit//ess my hand and official seal this
!G'S day of {
Nikki Alvarez-Sowles,Esq.,Clerk&Comptroller ; � £tp
Pasco ty,Florid
B f , Deputy Clerk A ��
Sheds and Carports
Plan Review Comments.
1) All property.markers shall.be fully exposed at time of inspection: (RED TAG IF NOT.
'MARKED)
All sheds shall:be installed:and anchored.per manufactures specifications.'(RED TAG IF
'NOT.ANCHORED..PER PLAN)
3:). All set-backs.shall be met.-
AY Shall not fie installed in:easements.
5) Shall be set in.the.rear or side yards:
6), Only 2 accessory buildings per parcel.
7) Sheds shall not be.rented or inhabited
8) Must meet and follow all conditions of ordinance:780=01 .
9) N6.accessory building shall be larger:than 300 sq ft without site-plan approval
10) Not to exceed 16'.irr height at peak:
11) No other work shall be permitted.(framing, plumbing, electrical:and mechanical);unless
otherwise specified..
12) Accessory-buildirigs in residential zones:that exceed 150.sq ft shall be constructed of
masonry; wood frame, aluminum or.uinyl, Aluminum and.vinyl shall be residential_gmd.e
and be consistent with existing architecture of the principle.buildfngsnd adjacent
::properties.
13).Fence shall not encroach neighbors-private property or.right:of way:
14):Fence shall be:no taller than 6 feet in the:rear and sides of home.. :4 feet from thefront
of home:
15)Goo.d side of fence.shall.face out.
Mike Wells 2022 Application for Ad Valorem Tax Exemption
Pasco County Property Appraiser www.pascopa.com PAS-PA501
14236 6th St,Ste 101,Dade City,Florida 33523-3411 R-12112
Land O'Lakes(813)929-2780 New Port Richey, (727)847-8151 Dade City(352)5214433 Homestead Application Type [NIT
Parcel Identification Number Cards HX card Use Mo HWDVT Pct N N=New,C=Change,A=Additional LG
14 26 210010 02300 0150 001 001 01 01 H
Permanent FL residency required as of Jan 1
Name and Address M Marital Status: S, M,-W, R, D, U Use codes:A, C, 0, B, or T
CURTSINGER ELWOOD&MARY N Are you receiving any residency B Homestead Exemption up to$50,000
4852 18TH ST required exemptions anywhere _$500 Widow's exemption
N Rec'd Homestead within last 2 yrs? _$500 Widower's exemption
ZEPHYRHILLS FL 33542
If"YES"where: _$500 (Disability) Regular
Physical Address —$5000 (Disability) Service
4852 18TH ST —$5000 Surviving Spouse
Notes If"NO", your last years address —$500 Blind persons exemption
1914 PRESSMENS HOME RD The following require documentation
ROGERSVILLE TN 37857 _Total & Permanent disability
HAWKINS SOLD exemption, Quadriplegics
Ownership Information —Service connected total and
Legal Description permanent disability exemption
9 p Percent of Ownership 100 Disabled veterans confined to
MOORE'S FIRST ADDITION Deed date '—wheelchair
PB 1 PG 57 LOTS 15& 16 Deed notary date
BLOCK 23 Deed recording date _Total and permanent disability,
OR 5910 PG 886 Type of deed limited income
OR Book and Page —Surviving Spouse first responder
NOTE:Disclosure of your Social Security number is mandatory.It is required by section 196.011 (1),Florida Statutes.The Social Security number will
be used to verify taxpayer identity information,homestead exemption information submitted to property appraisers and intangible tax information
submitted to the Department of Revenue. Applicant last name first MI Co-applicant last name first MI Other applicant last name first MI
Proof of residence for all owners CURTSINGER ELWOOD CURTSINGER MARY
Social Security No.and H,W,or O code H W —
Give address for each owner not
residing on above referenced property
Phone number (813)355-4765 (423)923-3406
Date you became a permanent-resident
of the State of Florida 02/08/2021 02/08/2021
Date of occupancy 02/08/2021 02/08/2021
Florida Drivers license number C632210503360 C632592565860
Issue date on drivers license, 02/24/2021 02/24/2021
Date of Birth 09/16/1950 03/06/1956
Florida vehicle tag,number QPIN10 TEMP TAG
Florida voter registration number U.S.CITIZEN-NOT REGISTERED 111111111
Date of registration 02/24/2021
Immigration number-or-Alien Card
Issue date
Declaration of domicile(OR and PG)
Date of registration
Previous Location
Current Employer RETIRED RETIRED
Address listed on your last IRS return 1914 PRESSMENS HOME RD 1914 PRESSMENS HOME RD
ROGERSVILLE TN 37857 ROGERSVILLE TN 37857
SOLD SOLD
Location and number for out of state or
foreign country drivers N/A N/A N/A N/A
Location and number for out of state or N/A N/A N/A N/A
foreign country vehicle registration
I hereby authorize this agency to obtain information necessary to determine my eligibility for the exemption(s)applied for.Note:If all information is
not received by March 1st,your application will be processed for whatever exemptions you qualify for on that date.I hereby make application for the
exemptions indicated and affirm that I do qualify for same under Florida Statutes.I am a permanent resident of the State of Florida and I own and
occupy the property described above. I understand that section 196.131(2)Florida Statutes provides that any person who knowingly and willfully
gives false information for the purpose of claiming homestead exemption is guilty of a misdemeanor of the first degree;punishable by a term of
imprisonment not exceeding 1 year or a fine not exceeding$5,000 or both.Further,under penalties or perjury,I declare that I have read the
foregoing application and the facts in it are true.F.S.196.031 Exemption of homesteads—(5)"A person who is receiving or claiming the benefit of
an ad valorem tax exemption or a tax credit in another state where permanent residency is required as a basis for the granting of that ad valorem
tax exemption or tax credit is not entitled to the homestead exemption provided by this section."
Signature of applicant Signature of Co-applicant Signature of Other Applicant Signature of Deputy
02/24/21 1:37:15 PM 02/24/21 1:37:57 PM 02/24/21 1:38:09 PM
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
3; have read and fully understand and
agree to the provisions of tW instrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, that he or she
actually occupies, o'r will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all. phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes partinent. to the building.
3. That in the event various phases of construction are subcontracted, he will
'engage only properly licensed subcontractors and will personally supervise
such work.
4. That ist the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
5. That tie'owner shall assume full responsibility for the construction and will
not expect supervision of h work from the City of Zephyrbills Building
I ex__p a
6. Thati prior to final inspection any additional fees, including reinspection
foop, must be paid in full. A written request from this office shall
. .r_,0;11:stitute an official .no'tice to pay additional fees.
7. Tlsht the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws' etc. , where applicable.
S. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction to be done by licensed contractors. You have
applied for a permit under an exemption to that law. The exemption Allows
you, as the owner of your property, to act as your'own contractor with certain
restrictions even though you do not have a license. You must provide direct
o4vite supervision of the construction yourself. You may build o3pimprove a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $75,000.
The building or residence must be for your own use or occupanc3O. It may not
be built or substantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after
the construction is complete, the law will presume that you built or
subotaintiaIly improved if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building. It is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning regulations.
OWNER"S SIGNMURE DATE
ADDRESS
PHONE 'MIA
WITNESS PERMIT #
1 7 7 T- Tj
STRUCTURAL ENGINEERS
November 4, 2019
ALL WORK SHALL COMPLY WITH PREVAILINQ,
Mr.Thomas Campbell CODES IFLORm BUILDING CODE,
Florida Department of Business and Professional Regulation NATIONAL ELECTRIC CODE,
2601 Blair Stone Road AND THE CITY OF ZEPHYRHILL-S
• Building C ORDINANCES
Tallahassee, Florida 32399-6563
RE: Plan Approval
Robin Builders, Inc. -GA
Plan# ROBIN GA FBCP.2010-17 W DA'*�%
REVIEW
CITY OF ZEPHYRII'LL
PLAN EXANUNIMM
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional Regulations,the
above referenced plans have been reviewed for compliance with:
2017 Florida Building Code, 61h Edition
2014 National Electrical Code(NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering, LLC.
All mandatory comments have been satisfied and plans are approved for construction by
a currently approved modular building manufacturer.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Thank you.
Respectfully,
William E. Neary, III
Business Partner
Topline Engineering, LLC
Fl® BIN BUILDERS , INC . oNn
L YONS, GEORG/A °�N
O N
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GENERAL NOTES "
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING �a
2017 FLORIDA BUILDING CODE Bth EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY.
2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY
(3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS - TYPE,SIZE,QUANTITY AND LOCATION MAY VARY.
MAXIMUM WINDOW SIZE 48'WIDE x 36"HIGH. m ul -m
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM,
ALL OTHER APPLICABLE CODES. MESA ALUMINUM 4'LAP ALUMINUM 5/8"PT T-111 SIDING VINYL SIDING
r=
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. WITH ENERGY BRXCE BACKER FIBER CEMENT PANEL PbLYCARBONATEOR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GACIGE GALVALUME STEEL, v in m
NOT FOR HABITATION. SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR w v w
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16"OSB AND 15 LB.FELT. y F M M w of
J
S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN C4 a N a o;
SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. C F=m N
0
6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KC,PT 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3" '0.120'GALV.NAIL SPACED a O z cV o••4 Z
ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE k1 SYP KD 6"EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. w O rn 3
7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE y N Jv :)a w
PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S
FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC p Z O o
REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY
B.TRUSS DESIGNED TO SUPPORT D.L.+L.L.-35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL O o a
RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE.
32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1503.4&R903.4
10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN T L STRUCTURAL ENGINEERS
ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2"NEOPRENE-BACKED
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS: p ����
ROOF/SIDING-PERIPHERAL MEMBERS 5"OC LOONS BGA 3043 INC.
ROOF/SIDING-INTERIOR MEMBERS 10"OC FLOOR LIVE LOAD:
SIDING- 12'OC BOTTOM PERIMETER. A. 50/125 PSF LOONS 6 A 0
66
11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM ROOF LIVE LOAD:
PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSF
ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD:
DOUBLE ALUMINUM DOORS GARAGE DOORS AND PREHUNG STEEL DOORS.TYPE, NOT APPLICABLE AMERICANA, RUFFY
SIZE,QUANTITY AND LOCATION MAY VARY.55OR NOT SUBJECT TO HEIGHT WIND LOAD: FLORIDIAN, GAMBREL
AND WIDTH REQUIREMENT IF BUILDING IS<+400SF PER FBC 1010.1.1(8). A. ULTIMATE 160 MPH: NOMINAL 124 MPH BARN, GREENHOUSE
B. RISK CATEGORY 1 CLASSIC, PORCH
C. B WIND EXPOSURE CATEGORY MODEL, STEEL
D. GCpi v +-.55 INTERNAL PRESSURE
NOT APPROVED FOR HVHZ "FBC 2017
'12-20-17 1 of 8
.. NONE
FLOOR DETAILS
NOT APPROVED FOR HVHZ
HE/ OWNS
�a
L N
VARIES TO 50' 0"
PT 2X4(6)FLOOR JOISTS 16"OC 518°X 2 r 6"HELD((OR EQUAL)ANCHOR FOR SOIL �I
DOUBLE PT 2x6 SKIDS PT 2X4(6))RAIL MODEL MRA(#24DACI)OR EQUAL FOR ROCK N
4 SKIDS REQUIRED FOR (3)3•X A20 NAILS .035 GALV.STRAP OR CABLE OF 4750#CAPACITY J my
FLOOR WIDTH OF 13'8°
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1X, 8'&6'WIDE UNITS (6)3•X.120 NAILS PER CONNECTION �. Ln J z w
PT 2X4 aFLOOR OISTS 16"OC a .
Ln
'04 2X6 FLOOR JO'lIBTS 116 IOC 2"(OR 4'X 8"X 16"SOLID CONCRETE BLOCKS C z o
(ALI TYPICAL FLOOR FRAMING AND TIE DOWN ANCHORS SPACED Y'FROM O U J 151
W1( N.T.S. EACH END,THEN MAX.8'CENTERS. o a
`j !F MT CTWIAl F1GINFF0.5 �'314•PLYWOOD PT om.
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE&DEAD LOAD
2X4(8)PT FLOOR JOIST FLOOR LOADING. ROBIN BUILDERS, IN
2X4(B)PT HEADER BETWEEN UNIT WIDTH 6' B' 10' II'6° 13'6°
552 S. STATE ST.
�( SKIDS 3•x.120 NAILS WOO LYONS. GA 30436
p p FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 912-526-3266
28-W .1120 NAILS PER PLA #OF SKIDS 2 2 2 2 4
1 0 0 0 o A 16' IB° I&° 24.5' IS"
2X4 PT HEADER BETWEEN 00 FLOOR DETAILS
SKIDS-3"x.120 NAILS 6"OC o o DOUBLE PT 2X6 SKIDS B' 40' 60" 84' 84' 40°
SIMPSON H4 OR EQUAL
1 1/2" ON SIZE 10 X 18 OR LESS FOR 125 PSF FLOOR LOAD 16'OC OR 24°OC FLOOR JOISTS CAN
AT EP SIMPSON H10-2 OR EQUAL NOTE:DOUBLE 2X6 SKIDS DADOED 1.25•BEEP TO RECEIVE BE USED SO LONG AS DIMENSION'B°IS DIVIDED EQUALLY Q 42'
ON SIZE10x18 OR LARGER FLOOR JOISTS.(6)3•X.120 NAILS AT EACH WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH
CONNECTION. OUTSIDE WALL. ABC 2017
FLOOR DETAIL (A
N.T.S. P- N
2-2°-" z °' 6
ONE
FRAMING FOR PORCH MODELS
TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTERS 24'O.C.
&STITCH TOGETHITRUSS
R WS3"x RAFTER,1 "NAILS 8"OC:
DOUBLE TRUSS 20 GA.2.5"X 4"TRUSS PLATES
AT ENDWALLS FIELD TRUSSES 24"OC NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS p W N
SINCE GABLE CAN BE IN EITHER ^o
DIRECTION. m o�1
12 'n N
KINGPOST ON TRUSSES>99"
SINGLE TRUSS OVER WALLS 2.5 1
DOUBLE TRUSS PT OVER PORCH N
1 1/2"X 12"26 GA.GALV,STEEL PLATE
(8).105"x 1.25"NAILS m
a
IF
20 G GALV STEEL HAT CHANNEL ROO ING:SEE NOTE#14 W
LI T W/(2)2-1/4"x 0.131'HT NAILS PER CONN. 2X4#1 SYPKD STUDS o a
2-3"x.120"NAILS p c
OU ET OUBLE2X4 EACH END J
SIDING:SEE NOTE#14 ir z >
W Z p gr
J 4
J d
�aaa
1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1(X4 SYPKD PURLIN
TOP$BOTTOM OF EACH STUD N2AILS PER
ROOF FRAMING (8) 1.25"x.105"NAILS(TYPpl- 0.12 O
.) CONNECTION m rn
N.T.S. 2X4(6)FLOOR JOIST I DOUBLE PT 2X6 SKIDS
20 G GALV STEEL HAT CHANNEL 13' 6" MAX. MAXIMUM DOOR FRAMING N
W/(2)2-1/4"x 0.131"HT NAILS PER CONN. DOUBLE PT TRUSS I 1 pp�W X 79"H V M m
2-3"x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ON�Y �+ m
1 1/2"x 16"26 G STEEL STRAP AT 8"SPACING ¢o n tii p
TOP OF STUD$TAIL END OF TRUSS -o
(8)1.25"X.105"NAILS(TYP.) f r W = °O d o>
END WALL FRAMING o
4
_
3'x12"18 G GALV.PLATES ON 2 X 4 PT NAIL TO UNDERSIDE N.T.S. y Z N O _
2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3"x.120"GALV }O v v p 3
10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ROOFING:SEE NOTE#14 N��+ z w
20 G GALV STEEL HAT CHANNEL m¢ �-
W/(2)2-1/4"x 0.131"HT NAILS PER CONN. y 0.3�
1 1/2"x 16"26 G STEEL STRAP o 0 o
PORCH DETAILS TOP OF STUD B TAIL END OF TRUSS 00¢
(8)1.25"X.105"NAILS(TYP.)
N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3" ##
1 1/2"x 16"26 G STEEL STRAP OVER 2x4 SYP PT TOP PLATE CONT. NONSTRUCTURAL EAVE R�M JOISTICONT.
TOP OF STUD&TAIL END OF TRUSS FASTEN W/2-3"x.120 NAILS EACH 8"
(8)1.25"X.105"NAILS(TYP.) DOUBLE 2x4#1 SY 4X4 PT HEADER SUPPORTED BY
CORNER STUDS 2x4 PT JACK STUDS ,e.
2x4 SYP PT TOP
PLATE CONT.
2X4# §Y S77UppS MAX PORCHOPEN AN WA L TO CORNER POST ROBIN BUILDERS INC
�4 LPENTERS 2X4#1 SYP STUDS LYONS GA 30436
2-3"x.120"NAIL EA END 4xU4�PPT POSTS AT EACH 24"MAX SPACING 912
LYONSti-3266
OF PORCH ORNER 2x4#1 SYP BOTTOM
TYPICAL WIN.FRAMING PLATE-INTERIOR
2X4 PT RAILINGS 1X4 PURLIN DADOED WALL ONLY
MAX 6"OPENING INTO STUDS
1X4 PURLIN NOT #1FLOORING,SEE PORCH MODEL
NOT APPROVED FOR HVHZ SIDING:SEE NOTE#14/ FRAMING DETAILS
2X4#1 SYP BOTTOM PLATE 1 1/2'x 12"26 G STEEL S
3"x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST
1 1/2"x 12"26G GALV STRAPS (8)1.25-X.105"NAILS CTYP.) ..µ
BOT OF EA STUD TO RIM JOIST 5/4 x 6 PT FLOOR DECKING 3"x12"18 G GALV.PLATES 2X4(6)FLOOR JOIST r BD 2017
FASTEN W18-1 1/4"x.105"NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF
POSTS-010-3"x00OF 4A PT CORNER 120"GA V NAILS EA PLATE CROSS SECTION SCALE: 1/4" = 1 12-20-17 7 OF 8
SI DE WALL FRAMING `AS NOTED
"
PLYWOOD FLOORING 2x4 BASEPLATE
FLOOR JOIST 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL NOTES
2'x2'xl/8' ZINC PLATED WASHER a En n
3/4' PLYWOOD FLOORING N
1/2'X4' GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE Z "o
2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o
ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH y a
WITH 1/2'x4' GALV LAG BOLT 2x4(6> PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND
THROUGH WASHER, TH04
EN EYE OF AVERAGE HOLDING POWER OF 4,000#
ANCHOR, THEN RIM JOIST ti 2. BUILDING ANCHORS INTO CONCRETE 1/2'
INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT
2'x2'xl/8' ZINC- c
PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL a
GRADE 0 n BUILDING CODE. LOCATE ANCHORS PER O
1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN X -'W
4. ANCHORING SYSTEM TO CONCRETE SLAB PER o
PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER o
REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN t-o'�a
AS ANCHOR SPACING ? 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO a z
REQUIREMENTS E 4' SINGLE HELIX 4 MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD 3 O
EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF z O
v ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST 6 6, PAD SPACING OTHER THAN END PADS IS
cu CENTER TO CENTER CL
SIDE OF BUILDING. END ANCHORS INTO END OF FLOOR JOIST C6 a a a
WITHIN 2' OF EACH END, THEN 7, BASE OF EACH PAD TO BE 8'x16'x4' SOLID
8' MAX ANCHOR SPACING. CONCRETE BLOCK L+ GRADE 8. HOLLOW OR SO ID(CEMENT
CONC CONCRETE BLOCKS MIX)
MAY
BE DRY-STACKED ON PADS FOR HIGH SETS
UP TO 48' WITHOUT REINFORCING >E''
SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-10 a E
4' SINGLE HELIX 2 8 MIN. RISK CATEGORY 1 BUILDING EXPOSURE B K G
END VIEW EMBEDMENT OF ALONG
LOCATE U (n W) 0
z ANCHORS ONLY ALONG LONG 160 M.P.H. <3 SEC GUST) EXPOSURE C Z yM10 E- �
s SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION W O N y
SCALEI N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF Vj aMM to
v 6' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT C r-a to11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE W yoN aW IX
a
12. MAXIMUM LENGTH OF FLOOR IS 50' LONG y yh I
NOT APPROVED FOR HVHZ L T 13. PIER SPACING REQUIREMENTS SAME AS z a
AUGER ANCHOR SPACING REQUIREMENTS N o}a, o„
ANCHOR ATTACHMENT DETAIL � �J :)z
ti J
o �a
SCALE, N.T.S. O p o
STRUCTURAL ENGINEEILS L)0 a 3
2x4 BASEPL (1) 1/2' ZINC PLATED NUT
3/4' PLYWOOD (I) 2'x2'xl/B' ZINC PLATED WASHER
26 GAUGE G-90 GALV
2x4(6) PT RIM JOIST STEEL I.5'W x 18'L
1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET
1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH
SOLID CONCRETE SLAB STUD 6 FASTENED W/
EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE (14)- 0.089 x 1.25' 14S21Ng B5UI7ATgRSSS INC.
(1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/B' SPACING OF OANCHORS TO RING SHANK GALV NAILS yy0 5, Gh 30436
ZP WASHER, (1) 1/2' ZP NUT BE MAX 3' ALONG ALL x4 BASEPLATE �B12) 526-3266
T421�LANCHOR
A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1
MIN 4' ANCHOR WITHIN 1' OF
870# UPLIFT WITH 1/2' WEDGECHOR MIN 3' EMBEDMENT, EACH CORNER, 2'x4' P.T. BASE
CONCRETE SLAB BY LOCATE ANCHORS ONLY ALONG
LONG SIDE OF BUILDING, END T CONCRETE SLAB BY
OTHERS LOCAL CODE
ANCHORS WITHIN 2' OF EACH MIN 4' OTHERS LOCAL CODE
AND JURISDICTION END, THEN 3' MAX SPACING L "':'' AND JURISDICTION TIE DOWN DETAILS
APPLY APPLY
SHED WITH ATTACHED SKIDS SHED WITH❑UT FLOOR IE ANCHORED TO CONCRETE ANCHORED T❑ T2/zo17 a o1 B
C❑NCRETE DOWN
END VIEW END VIEW z
AS NOTED
SCALE, N.T.S. SCALEI N.T.S.