HomeMy WebLinkAbout19-20826 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20826
BUILDING PERMIT
PERMIT INFORMATION LOCATION-INFORMATION
Permit Number: 20826 Address: 5533 9TH ST HISTORIC
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-10100-0010
Improv. Cost: 4,292.00 OWNER INFORMATION.
Date Issued: 2/15/2019 Name: FROST BARBARA& DONALD
Total Fees: 97.50 Address: 5533 9TH ST -HISTORIC
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 2/15/2019 Phone: (813)997-5933
Work Desc: INSTALLATION SHED 8 X 10
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 97.50
FRAME Ins ections Required
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four.times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for°each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTR TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received — —( Phone Contact for Permitting
Owner's Name v a M J Wu-- ianxk -'•�`x"_ `�"- ro L Owner Phone Number 2/3 7 ��—
Owner's Address 5533- S4_—,.L+ Owner Phone Number Sr 3 � � r � l73 J
1l f"h It 'S C- 33�� Owner Phone Number
JOB ADDRESS �7 S3 i` LOT#
SUBDIVISION PARCEL ID# " �,1—dOjb`"j D l b0— 001 d
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL Q 1
DESCRIPTION OF WORK �^5 �` Z, 61,1d
{S!C I O fs0
BUILDING SIZE 4s x I C3 " SQ FOOTAGE Vo � 16C) HEIGHT
BUILDING VALUATION OF TOTAL CONSTRUCTION Ic
=ELECTRICAL $ AMP SERVICE = DUKE ENERGY = W.R.E.C. /
=PLUMBING $ O
VALUATION OF MECHANICAL INSTALLATION
=MECHANICAL $
J
=GAS = ROOFING 0 SPECIALTY = OTHER. ( �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY IYt-e—O GvNI!!�
SIGNATURk liv" — REGISTERED Y/ N FEE CURREN
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N_J FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of 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
Reroofs if shingles Sewers Service.Upg'tades�•A/C:` "-Fences(Plot/Survey/Footage) "
Driveways-Not over Counter if on public roadway&.need§•RO•W" ?' ``.
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed'as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but-are not limited to:.
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses. 11
- 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.
1 understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than 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 Y CONTRACTORS
S bscribed and swom or aff ad)befo a this Subscribed and swom�t$ �r affipmed)Wore met 's
—� by ' , -�.�s, / 2A�!`�by /r' i�i 'tv ra T —yim5 L
/aree..��e�r�sonally known to me or has/have produced Who re ersonally known�me or has/have produced
��Lt�ll/2f'C�iCR n�o, as identification. �K1 Ar ILL as identification.
F
Notary Public -- n - Notary Public
CommisVNo Comm 'on No.
Name of t Name of N a `�,
December 12,2022Commission#GG 276457
tots =x ` Expires December 1Z 2022
06wWTmTmyFainlnemnmBOOMS , ;
.3",f.• Bonded I hru Tmy ft h%==SOMS•7019 ,
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRRILLS BUILDING DEPARTMENT
T�_-o r t
Q S have read and fully understand and
agree to the provisions of this 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, or 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 pertinent1to 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 in 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 the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws, etc. , where applicable.
8. 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
onsite supervision of the construction yourself. You may build or improve .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 occupancy. 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
substantially 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 re ulat,ons.
OWNER'S SI DATE
GNATURE 4t�,_Z
ADDRESS 55g3 q FL
S 2-
PHONE jg 92- Sq 3 112
WITNESS PERMIT #
Sheds and Carports
Plan Review Comments
1) All property.markers shall be fully exposed at time of inspection. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED.PER PLAN)
3) All set-backs shall be met.
4) Shall not be installed in easements. .
5) :Shall be set in the rear or side yards:
6) Only 2 accessory buildings per pa.rce.l,
7) Sheds shall not be rented'or inhabited.
8) Must meet.and follow all conditions of ordihance:780=01
9) No accessory building shall be larger than 300 sq ft without site-plan approval
10)'Not to exceed 16' in height at peak.
11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless
otherwise specifed..
12) Accessory buildings in residential zones.that exceed 150 sq ft .shell beconstructed.of
masonry, wood frame, aluminum or vinyl.. Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the.principle b-uilding.and adjacent
properties.
13).Fence shall not encroach neighbor's,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 the front
of home.
15)Good side offence shall face out.
I IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIIIIIIII IIII IIII
2019014223
Permit No. Penal ID No
NOTICE OF COMMENCEME
State of T7 � County of
THE UNDERSIGNED hereby Alves notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, O T 9 .
the following Information Is provided In this Notice of Commence
1. Description of Property:Parcel Identification JJo. ��i6—t 1- Qn�0-A 1,9 CD�N
�o street Address: 55 3 3 9-c �-t Zero u,i-GI;f S FZ �S 4-2—
m m N
2. �},enerel Description of Improvement )A S'f1 A (' S ��d S 0(P1
3. Owner Information or Lessee Information If the Lessee contracted for the Improvement x H
3�0 ,
qddresa CRY s state O
Interest in Property:
Nome of Fee Simple Titleholder:
(If dlfrarent from Owner listed above) (�
�Aq�ess City f( _�pp State
4. (¢aatredor. e -Z.
Address city stela
TContractor's Telephone No.:8I 3— t 2 7—,5Y33
5. Surely:
Name
Address City State
Amount of Bond: $ Telephone No.: �D
c
6. Lender. ;V N a.
Name OD m
Address City State N o
Lenders Telephone No.: m
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by M
Section 713.13(1)(a)(7),Florida Statutes:
Name �N v
yb a
3 n
Address City state o
Telephone Number of Designated Person: L r m
m
8. In addition to himself,the owner designates of— ft40 x
to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b),Florida Statutes. ¢
Telephone Number of Person or Entity Designated by Owner: Syr 3
9. E)ireBon date of Notice of Commencement(the woration date may not be before the completion of constnrc ion and final payment to the L�1 -i.
contractor,but wig be one year from the date of recording unless a different date is sped8ed): p,
i WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT m
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN A
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMEa MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perJury,1 dedam that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
or my knowdedga and beeef.
STATE OF FLORIDA
COUNTY OF PASCO
igneturo of Owner or Les ,or Owners or Lessee's Authorized
Ofrjkector ettner er _
f Si�aato��-r"""y-'s'''T'h e/Offlce
The foregoing Instrument was acknowledged before me this day of ,20L?,by �Q r� � ■r ���
as (type or authority,e.g.,offiur,tnutee,attorney in fed)for
' (narn of rly on behalf of r om�inslnmgf�as encuted).
iI Jl
Personally Known❑DR Prod Identiflcagon k� ` Nolery Signature .L
Type o1 Identification Produced ' �+Y`JtName(Pdnq IBC
r.onrrnnos�e rmoorrrrrrrr�ts��
JACQUEI.iNE MM
� s! �. �F.1rpUes December 12,ZOZZ
' `';t:,q; a'' BDndedilwTroyFdnMa�nttoee0038b701®
.y
wpdatalhcs/notkacom mencement_pe053 W 8
vicll
STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THATTHE FOREGOING 1S A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN'CHIS OFFICE
VV ITNES Y HAND A OFFICIAL SEAL THISAAYO
PAULA S. NEILL, RK&C PTR
BY ` DEPUTY CLERK
e
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JES BUSH THADDEUS L.COHEN,AIA
Govenmr seaetery
DIVISION.OF HOUSING&COMMUNITY DEVELOPMENT
BUILDING CODES fir.STANDARDS
MEMORANDUM SHALL C0m�G��D�,REil�eil�it�G
CODES FLO D' LLD
From: Michael Ashworth, Manufactured Buildings Prograt NWRO@ tl EL. ODE,
AND THE CI OF ZEPHYRHILLS
To: Building Officials,Manufacturers&Third Party Agcq)RDINANCES
Subject: Raised Seals on Plans for Manufactured(Modular)Build' TE-FE2 20�9
Date: November 28,2006 ary OF ZFPHY{
EXMAJ
Section 553.80(l)(d),FS specifically exempts state approved manufactured(moduia-r)buildings bearing----- --
the DCA insignia, from further plan review by local code enforcing agencies. Rule 913-1.FAC.and the
Florida Building Code(FBC)do not require original signed and sealed plans for manufactured(modular)
buildings to be submitted to local jurisdictions to obtain a building permit. The insignia issued by this
Department attests that the plans have been reviewed.and the buildings inspected by a state approved
Third Party Agency and found compliant with the FBC.
However,any code requirements not completed at the factory are considered site related and are subject
to,local plan review and inspection in accordance with the FBC and local requirements.Signing and
sealing of these plans should follow local procedures. All site-related installation requirements(e.g.,
foundation,electrical.hoot:-up, plumbing,etc.,)are specifically and entirely reserved to the iocal authority
having jurisdiction,who may require signed and sealed plans for applicable items.
The State of Florida Manufactured(Modular)Buildings Program requires its approved Third Party
Agencies to maintain a set of signed and sealed plans,(either hardcopy or electronic)that have been
reviewed and approved by a Florida licensed design professional or Modular Plans Reviewer. Inspection
reports conducted at the manufacturing facility by Florida licensed design professionals or Modular
Inspectors are also required to be on file. Local jurisdictions may require copies of the approved plans
with the permit application or may rely on the plans on file at«nti-%y.floriclabuildine.org.
For additional information, please contact Michael Ashworth at 3_50-922-6075 or E-mail:
in ichaeI.ash wort h(w-dca.state.il.us.
cc: 1.Jones
Files
2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.84G0 FAX: 850.921.074'iSuncom 291.0781
Intemet addles^,; h In:i/wwei dca.slata�ll.U_;�
C WTICAL STATE CONCE W4 FIELD OFFICE COMULNITY PLA WNtNG EMERGENCY It.AMAGEUMT ROUSING S COMMUNTY DEVELOPME)iT
27L40,.'Was t�Grl—y.Su,te 2t2 - 25!5 Sterna",cnk iso4fa.anl i.',Yr Shonva Csm Da.e--ad 2555 Junurd Cox+.LWlenrd .
Mu—&m,FL a=%22t.'7 Tal"9=00.PL 323<''S2 Ice Tn7aua�_FL32:#'+ 21RJ irllohast .F:3,_ngaz IN
i2hT1 T 2.sp2 ,aSP1 s9S23.`+2 19`A 413=-U5 (8w1 erg-75.+;
;"•,,i ` .;_.,_,,,•:, .� FLA Manufactured Building Ptogram
Busines �L� "�°�° ,"'�e90
Professional Telaba%ee, Flonda 323 O772
Regulation Phone:850.4871824• Fax:SSOA14 8436
Kett Lawson,Secretary Rick Sco%Govemor
August 22,2016
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vidalia,GA 30475
RE: Manufacturer Certification,ID MFr-114; Expiration Date:August 22,2019
Dear Robert Moore
It Is my pleasure to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET, P O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds,Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
Indicated[on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are In compliance and are properly
posted on our website.All site-related installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certlficatlon is approved for three years from this date.You will receive a renewal notice by
Email generated by the SCIS(www,fl0rrdabulidinq.Ofa)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.florldabuildipg;om to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo Y
Manufactured Buildings Program
cc:Professional Service Industries
Intertek-PSI Tel +1407.304,5560
1748 33rd Street Fax+1407.304.5561
ntertek
ietmapmu
Orlando,Florida 32839 intertek.com
Fl.Engineering Business#3684 psiusa.com
November 14, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 61125
Dear Mr. Campbell,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, W" Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
0 L/ Z?Z�
Victor C. Martin, PE (FL) Richard Olds, ICC #5107840, SMP-45
Department Manager Plans Examiner
Building Science Solutions Building Science Solutions
Copy to: Ms. Berri Howard, Lark Builders berriPjarkbuilders.com
DD DD DD TABLE 2A - 165D/170C TABLE 2B — 140C
30" AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
SHED WIDTH HMuM ANCHOR SHED WIDTH MAXIMUM ANCHOR
��/���TTTTTTryryry SPACING SPACING �..F
ne_DOWN 5'IRM BOLTED nWU ".—IN STRAP (1))1.4 SYP/2 ON B'WIDE OR 155. � � UP TO 16'-0" 10'-0" UP TO 16'-0" 10.-0" TV
BOOR JOLSf W 1/2'GRADE 6 (�NOTES) (2)7xB OR(D 4v6 P.T.SP/3 SND)9
BOV NNII IVIED WASHERS ALL ELSOICAN BE SET ON GROUND).
Tx-DONN STRAP BDLTED TO 7YPE TYPE 1 TYPE 2A 5'-1"TO 20'-0" B'-0" 16'-1"TO 24'-D 8'-0'
f1 3 ANCHOR WRH 1/2'GRADE B 30•ITORvGv an' 14OR "-(Ff'(CF
1/24a'U LO)CONCRETE BOLT MNDADM WIN wAGHER$ ANCHOR .O:CHOR /TF i - CODE INFOR TION
WEOOE ✓CHDR u wAGHER FOR
RDCK/CGRAL FOR SOIIJCUY '-1"TO 24'-0 B'-°" TABLE 1 A 1 20C
1/z'R3 gl tB.)coxcRETE ;{I D A CHORI G TO CO CRETE CODE vERGIwF
• : wDGEAI Rwm D-CxANUFL T BILE 2C — 120E ANU AC URCR AD DDRa[A9
(TYPE 3) : a• TYPE 3 TYPE 2BB 30"AUGER ANCHOR SPACING SHED WIDTH MAXIMUM SPACING BUILDING,TYPE
DDSID,YA 4•CONCRETE' CONCRETEANCHOR 30•AUGER, MAKIUU ANCHOR SPACING
dIGBNG 4'CONCRETE W"EXPANSON ANCNDR SHED WIDTH SPACING ODN4IR000DN TYPE Y-D
BOLT FOR SOIL/CIAY 24'-D" 6'-0' HRE PRDiELTON NDNT
TYPICAL ANCHOR TYPES UP TO 24'-0" to'-0" 20'-0" 7'-0" HRE SUPPRESSION mTEM Name
OCCUPANCY ""'Ant
16'-0" 7'-6' ALUC*ABE NuJoM OF STORES I
BAso WIND SPEED V.-1 OAN11"IN
14'-0" 6'-0" EX—RE Oro
nE-DOWN sTRAR BOLTED mlm 12'-0" g'_g• ENCLDSURE Dlaa>n
iUOR o'"SWAP
1BOL GRAD:TH 6 ((1))4v4 SYP/2 DN 0'WTDE OR l£Si. (1 4.1 SYP/2 ON 8'WIDE OR f6G. DINFWL PRESSURE COEFnCIDR .I-W.
I/2'd'4,D00 ICJ CONCRETE 2v4 801E PULE(W,TDRMLY BOLT MINMuI WITH WASHERS (2)L6 DR(1)4ve P.T.SYv/2 Sp05 (2)2"B OR(1)4v6 P.T.Sl'P/2 GKNS BEPoRFANCE FACTOR 1.19
( DUMBIE WOOD OR P.T.) (NUT A:BOLT OR VD BOLT) ALL ELSE(GN B[GET ON GROUND). ALL Es'E(CAN BE GET ON GROUND). 10'-O" 1O'-B"
WEDGE ANCHOR wIIN 2'WASHERCONCRETE
TIE-DOWN STRAP SECURED ROOF DFlD LOAD iDP6E
' ME-OWN STRAWPTIFB1OLTED TO TYPE WIN IS)+OO.1.5'
- WJ15
- ---`. 3 u1CXOR ULI OPADE s
BOLT B'-0" 12'-0' ROOF LIVE LOAD mvi,OR mom FNIT UYD
NNW Wlm WASHERS RoOR DEN DFEF LOAD I
1/2YJ'T4AOD L&)CONCRETE 6/8'v JO'EARN;AIN�CFpR 6•-0" 12•-d•
EK51NC 4'CONCRETE WEDGE AN CR WIRI 1!- ,E» I:�I DRNEERSIYIEESFOR RRIXSD•K/CORAAYL' R�MBNO *ALM FLOOR,ROD, w
TABLE 1 B — 140E 9—RA mGGND
EKIGNNO 4'CONCRETE OPI NAL SUPPORT PAD(PT WOOD ANCHORING TO CONCRETE HURRICANE PNOTEOVON USAGE FED
CONCRETE BLOCK OR PAD)GPAISD SHED WIDTH IAAXIMUA ANCHOR WRSCANE ENDUE USAGE ND
AT W-O'YAK. SPACING
SOUME FOOTAGE atv sn rt.GR E�
24'-0" 4'-0'
REVISIONS
20'-0" 5'-0' REV DESCRIPTON DATE BY
1 AaO TYPE 2B fiARlD ANC RIP TOED Lb T DR, ID/le/te LRD
TIE-DOWN GIMP BOLTED mRV 16•-G" $'-6" S ADDED 1•RGDET sEtrfl,Ass DAP Nn"S Y/ID/f a the
TFLUOR JOIGT wWRmN1 1/T GRADE 5 +))4r4 STP 1)ON 6 WIDE OR LESS. a Aam Ipr WtWnzID cia, e/le/le FM
2.4 I E RATE(NA7ALLY (1)4x{SYP�2 ON 8'W1oE OR lFSS. BOLT MDaYLM WIN
wASxERG 2)2s6 OR(1)4v6 P.T.SYP/2—
i/2'.5'(4.0OO ES.)CONCRETE W1UBlE WOOD OR P.T.) (2 1.8 OR(1)4rB P.T.SYa/2 Sp05 LTSE(CAN BE SET ON OROUNO} 14'-G" 6'-0" . IDDm MI[II DN GdG91D mars e/ID/16 Mre
WEDGE ANCHOR WITH 2'WAsrER ) (NUT 4 BOLT OR 2ATAD BOLT)
ALL ELSE(dN BE SET ON GROUND).
_-_ -__� �• ME=pWN STRAP OR]/16' 12'-0"
GALYArIIRID STEEL C)IBtE
(SEE NOTES) SIB•.30'FARM AME
"OO ` 1/2•x3•(4.000 U3)CONCRETE FO flE/CLA AUGER ME 1 G'-G" B'-6" DI•i^Bf•
I(i .•4 CGKRET RDNFDRLED �FAR ROCK/COPAL Dvte:
CONCRETE FOUNaATION WEDGE ANCHOR WrtH 2'WASMEP I/t B'-O" 12'-0" )Tl
^� •. a
E n,,,NC 4'CO,ORETE OR GPno, 6-G" TT-0" N A
EKISIND 4'CONCRETE SUPPORT RD(P.T. 'OONCREIE
BLOCK OR SAD)sPAaD AT W! uAK. TABLE 1 C-165D 175C LARK BUILDERS
ANCHORING TO CONCRETE
SHED WIDTH IAA%TMUM ANCHOR PRINTED COPIES OF THIS
2•WOE 11 GAGE STEEL'C SPACING DOCUMENT ARE NOT
GRAOKET nE-DOWN SRRAP nE-DOWN SOLAR 24'-0" V-6" CONSIDERED SIGNED AND
BOLTED TrRu FLOOR JasT (1)4v4 SYP 82 ON G'WIDE DR LESS +)4K4 SW/2 ON 8'WIDE OR 1E55.
WITH 1/2'GRADE B BRAT [2)NS qi(1)m I.T.SYP�2 SKID6 DOWN STRAP BOLTED TO 2)2ae DR(f)4r6 P,T.SI'j2 SKIDS (SEE NOTES) (1�4.4 SYP/2 2 G'WIDE OR 1E55. SEALED AND THE SHA
MINIMUM WIM WAs1ms ALL ELSF(CAy BE SET ON GROUND). GROUND ANTSpR WRH 1/2' FLSE(TY.N BE SET ON GROUND). (2 2U6 OR(1)4a6 P.T.SGR f2). 20'-0" 4•-0,
(NUT A BOLT OR 2,1'LAO SOU) GRADE 6 60LT LDNIA M WAINM ALL aa(uN) GET. GROUND). AUTHENTICATION CODE MUST
WASH05,ALSO CONDNWUS D TIE-DOWN STRAP BOLT[]TO
ATTACHED TO GROUND ANCHOR ROUFID ANCIroR WNN 1/2•aRADE 16'-O" 5'-0" BE VERIFIED ON ANY
ON OPPOSITE SDE 5 BOLT HOR WITH wAGIIERG
ELECTRONIC COPIES
(4.D00 18.)CONCRETE .-., 6/8'.30'FARM ANCHOR I••, 9/8'.30•EARTH AN
cxDR:
Illlllf
WEDGE NK.IIDR WIN 2'WASHER •. • • RIVE E CDR ROCK/CORAL
i.l • AUOEit S E FOR SOIL/CRhL I\•U• 12'-O" Y W T
. DRIVE 51YLE MR ROCIT/fAIUL . . DRNE STYLE FDR ROIX/CORAL •e �{,i+
Z \ ..............
EXISTING 4'[ONCRETE PADLlxmm4'OOAORETE ET SUPPORT ORIOWV.SUPPOFR PAD(N.WOOD, 1 O'-O" 6-0 \\ '� * •.,�Q//
PAD(P.T.WOOD.CONCRETE BLOCK OR CONCRETE BLACK CR PAD)SPACED \\'t:.' L\CENSLc ••.,�/i
PAD)SPACED AT 6-0'H41L M
AT CRET uBKB'-0"TIE—DOWN DETAILS s'-o" 1z-0'TIE-DOWN NOTES: Z41. ANCHppRR SPACING IS DESIGNED AS PER ASCE-7.2. ALL LIFASURE)EMS ARE CENTER-TO-CENTER,
3. TIE-c-DOWN STRAPS TO BE MINIMUM 1-'v 0.035'GALVANIZED STEEL,FEDERAL SPECIFICATIONS OOS-781-H.TYPE-1.FINISH-B,GRADE-1. TIE-DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB.MINIMUM ULTIMATE CAPACITY(3.150 LB,.1.5). ��':• STATE
4. ALL EARTH ANCHORS SHALL HAVE A I)IMUM 4,300 ED.CAPACITY. %4 y/1�CNU \
6. EARED ANCHORS LOCATED AT EACH CORNER,MAXIMUM 16'FROM END(4 WNIMUM PER BUILDING),AND SPACED AS PER TABLE 2AB.0 DEPENDING ON SHED WIDTH,WINO SPEED,AND EXPOSURE ANCHORS NOT NEEDED ON ENDS. U ///Tom`•:/'C'i/IR 7V^
6 CONCRETE ANCHORS TO BE SPACED AS PER TABLE IAB,C DEPENDING ON SHED WIDTH,WINO SPEED.AND EXPOSURE.
7. CONCRETE ANCHORS TO HAVE A WNIMUM OF 4•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).S. ONIVU101 Z // S•••""•••••••••"•'+•G \\
9. EARTH ANCNIO B�ARFIING D CONPCRETE ANCHORS MAY BE USED IN CONJUNCRON PROVIDED TROT 7HE SAME MAXMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE Matthew Baldwin
signed by Matthew
10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WRH APPROVED ABS CAP BOARDS(OLIVER TECHNOLGIES.INC.LIODEL/OHCBJ.OTK:02 OR EOUNALEIM Baldwin
11.HOLLOW OR SODD CONCRETE BLOCKS(B'xB'K16')MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48"WITHOUT REINFORCING. _ T w MnTLh.*T.B.1dWi.RE
. Baldwin a e• -27 F- FT.ed.Lk.—084608
-04'00' BhB61 AP-1 OF 1
T,Ru[4, r
CODE RENEW PSI APPROVAL 2017-11-1 24" STUD SPACING
DESIGN PRESSURES WIDTH RAFTER SIZE � ^
Orlxe11.11 Njl lF,P
{gy,aR 071A R�[hs�Dlt;
icc rcllruaa ROOF +27.8 —94.7 `vim% .-
E 43i5 ROOF SHEATHING OPTIONS: 6'-0" TO 10'-0" #2 S.Y.P 2"x4"
WALLS/DOORS/WINDOWS +32.5/-29.2
avaNiuRb.DAry ..O.N,xui — BOX RIB ALUMINUM
fLPc 6:lTi LA PE D4'Dll
TWIN RIB ALUMINUM 11'-0" TO 13'—B" #2 S.Y.P 2"x6"
DUTCH LAPSIDING ALUMINUM CODE INFORMATION
DUTCH LAPSIDING STEEL SIDING 16" STUD SPACING
— 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) WIDTH RAFTER SIZE 6U DNO DYPRE AP%! S0L6
LONSTiIICTON TYPE
T-111 WOOD SIDING FlRE PRORC110N NDNO
— HARDIE PANEL STUCCO AND T-1 1 1 SIDING 6'-0" TO 12'-0" #2 S.Y.P 2"x4" FIRE 9 PRESSpN VSTW NINE
HARDIE BOARD SIDING wW,nvR-NUSEROFSIORd soaRE
POLYCARBONATE GREENHOUSE PANELS 13'-0" TO 13'-8" #2 S.Y.P 2"x6" BASIC WND SPEED y.f
EfpOSURE
50'-0" MAX. MR0INALPRESSURE MUTCM ¢."-W4I-
RDWFFANOE FACIOR 1.1!
ROOT'DEAD lDb IDPBF
ROOF lNE LOAD ]IAY OR!YD Pe¢R LO.O
FIDOR°FAO WAD 10PY
i1DOR t!!E LOAD IDORI
h•PAPIND GF ALLS rIDOR.—1 WA
OWIFS PER Wwv. I
NURP 'E PROTAT,TON USAGE No
NURRC,WE SI¢-R .•S ,W
WV FOOTAGE RIP W3i.m LG9
REVISIONS
REV I DESCRIPTON D.TE BY
STEEL HAT CHANNEL
SLOPE @24" 0 T. MAX
mxn W.
Da el
I 3/31/77
END ' N/A
LB-W-LBE
O '`fII..MD Bf IOfALIA.„�y,*P,N,R u'Trm P[W Ntl AIN M[
�e[wsr`rm�n��'J�nle�ree��AcrosDnmoN
W a ui �ioR coaTNlIRLclw�IaL ac li°r.P,scar A!
to -SEE SCHEDULE- >
'a Nm�ena'm Ircia*wm ai-sra r Iw 1.00pr`
W FOR RAFTER D.EL°E�-it"AD DDm W 6T,RI NNJ l lP Fw�m
w SIZE & SPACIN x sroi*1'D I:Tlltt^�—IaDn�yMI°mT
0_' 0 '�ryi0."'wr'I p�pmw omnppADF" N4�e7ssua°n�r�rilSm 14i"
\J m D• MOI O��OiFTM%l1U T.YUp fNIM1T GRID[ NC MR
D:tGn4N -"D W'AID„1 P¢YNRIaLMB YP lIR
IBC 4D1{
10.6�IN111<C¢W1WC[IYIM MIA11G1�@MC 11f20 1 IAPM
Lil AWLv61 W IIC'���Y[[11'M MIl W C5)181]
Q Oot�A �.FPxvALS AI6 Im ROR9KD rM RRDD,P.
SLOPE
END WAL. TRUSS END W LL TRUSS g %\�Sw T.►Bq��''
'C \,%GENSF
i STATE OF
R
-OPTIONALP ZONAL PORCH-4' OR 6'-I 2"x4" SYP FASCIA OPTIONAL OVERHANG—I I— g ��i ;;ONi;...
,11
ROOF FRAMING PLAN Ff ld W T.B.1dWfo P.E.
O florldD LeeS. 6460E
OR Sh°eh FBPR-1 OF 8
mka
PSI APPROVAL 2017-11-14
CODE REVIEW
Ppinrt°nel6.rvbe mtlwbb. l�r
I)a 1],tl SInBt
IurN°,FlBrlda J11JB
(GC 1410T24JP°�°`
FLe:F.J:.:ACTfi
Lwccc.urma
D•paNiwrl A!rn•:A+VrtNtG Ale'L•i
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CODE INFDR TIDN
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE W°E �°" T —4—
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS fivantlwc v�macn �
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS GONSmNCRaN IYPE VB
THAN 0.040" NOMINAL THICKNESS. WALL SHEATHING OPTIONS: FlU PbrfE W wa¢t
— BOX RIB ALUMINUM FIRE SUPPREfi6pN bY61EN
— TWIN RIB ALUMINUM 00 AN"
DOOR & WINDOW LOCATIONS VARY ALLOWAB E w an of srowCa
a — DUTCH LAPSIDING ALUMINUM 60.9O WND 6P a w-+
— DUTCH LAPSIDING STEEL SIDING °`P0S RE `
— 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) w��Ru�i PRa66RE MEMCI r w.
4x4 P.T. NOTCHED AND TOP PLATE SECURED TO 4x4 _ _111 MORIANOE FACIOR +.+a
FASTENED WITH W/(4) WITH W/(2) 0.131x3.25 GUN — HARDIE PANEL STUCCO AND WOOD SIDING SIDINGRGGF INE
ROOF WE LW
SBPS m eBom PoWT IONf
0.1310.25 GUN NAILS NAILS ® 6" O.C. — HARDIE BOARD SIDING7 LM
�R� it nr
END WALL SEE HEADER DETAIL — POLYCARBONATE GREENHOUSE PANELS x RAmo of F—RaOF wA
OIItS PER BU{DI 1
"ORR E PROTECTbN USAGE XB
iq)R E 6NELTEf1 USELE NO
FOOTAGE TIB B4R OR l69
/ REVISIONS
DESCRIPTON 0 TE BY
44 P.T. POST VARIES
VARIES
SEE HEADER
DETAIL LJ
j / // / / ° 3/31/17
N/A
l\
LB—'N—LBE
LLI L— ,*roalsnsw mu -
W / / L1] tm a u n'�v°I�7Nina rec over wmnAmN
Q> a iu u��l-FBs mAvlmame VSL ed ez arr,Ez�r n
X a°�m0mcaB'®m az°H1BTsr- °p-sl°�B m+Uol r�'A°0°4
m1..SIM,,Baths Tb Acc INE ldMdlN V Ii Al .
END WALL 4AN A- p _M[ _ vi a _ �8
DmTNW YID]SpMB1M!'bE Jj�,~BMCi�94]Wi�—"�•'b,.^F TW]Dli Q 4 ' — A TA1y p�{pp�p�N'O n
Rar�"YNC°0N OBOB IBJ)R I4D 1p0+M PE°NWItNR V]1R
RC ZO]a
(2)MITEK OR ALPINE 2x4 SOLE PLATE 1p m— ;J'a B",�b�.L`^�F
2x4 STUDS ® L r L=Ix
3"x5" OR EQUAL 24" O.C. MAX, FLOOR FRAMING °°°®°°°"�°°
T.:..eq<���i
&6' OPTIONAL PORC
50'—D" MAX. r
EACH CORNER R EQUAL STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS -p'; STATE OF
MatlhaW T.BGld*ID P.E.
IyJ Flbrida I.kanae 6460E
s eaL• FBPR-2 OF 8
rp=sf1l) . .
f^a, 12 ,,,,, MTTEK OR ALPINE 3"x5' PSI APPROVAL 2017-11-14
COOEREVIEW B>'"'^^ OR EQUAL SEE HEADER DETAIL
Fmr...rRR.rs.nre.maa.vre, STEEL HAT CHANNEL STEEL HAT CHANNEL
+r,e aamsl.•.v ®24"O.C. MAX SIMPSON H-3 ®24' O.C. MAX
oN•.mo,Farr.Ianv OR EQUAL •
rim"Fw>v T%Ole
FCOsI''�7,jj{1SS ® 24'O.C.
tSUUCe'lld1F
Q'pmFaV Wa.n'(er wsM Fl LA 7 r.lntll
F2aR]'9 FE 4V.JP
LSIttCr4IR.-0:u
CODE INFORMATION
=C VERSION
9.WFAMRM UIC!`n'60D2 eiF�
RUM1DINO WK
2x4 S DS ® ARIES 2x4 S DS ® n�RE�rNaNE o e
24'0 MAX. 24' O G MAX. FIRE s11RPRERSNIN s+aral _Nma
20GA. 125" BRACING STRAPS ON 000 ANW
INTERIOR OR EXTERIOR OF WALL ALLDWA6IE rW RD7 or sTaR�L
FASTEN WITH (2)-0.131"x225• LSD SPEED v.-,ao•na
GUN NAILS OR #Bx2.25" SCREWS Eh'CLDWRE ocws®
AT EACH STUD. X xu PRESSURE CGEI MM
WP ANL•E FACTOR
ROOF wm IL10 ,Rst
> <
Rw LNE LDAD IOPIF lRl IORb RWR IOW
FIDOR K.1O IDAO
y RWR LwE Ia.D ,ass>
T'unxc OF FIDDz Raw wA
DWLES Put RIRIDIhs I
WRRCME MLlSIbg USWE NO
RURRCAME SHELTER US,LE Iw
SOWS FOOTAGE >fo EOFT.CR Las
REVISIONS
2x4 SOLE PLATE REV I DFSCRIPTDN TE BY
FLOOR FRAMING
oRy; S/31/17
VARIES 3'-0"TO 13'—B VARIES 3'-0-TO 13'-8'
�� N/A
END ELEVATION END ELEVATION LB-W-LBE
WITHOUT DOOR WITH DOOR w or nwn As wm of nR PW mAYa NR
MITEK OR ALPINE 3"6" Q ''m1MOee MIOrALw�r'a'ra °o�'' A1O'e
OR EQUAL
1_,2�At,X JOIST COLLAR SCHEDULE x
CHART DENOTES DIMENSION'S'FOR COLLAR LOCATION n TaueNRb dm wo s6 rt pu WK kl eT Wtl mm
O a Ra>ALIm oN-wrc In oOw+rrtu
>.�y,;�,��� uµ°moose To Il'na d vW arrarNx+wm
UNIT WIDTH m n"""'rT'm��'""w'l c is®�m wart m*
ROOF PITCH TO 9'-0• TO 10'-0' TO 11'—D' TO 12'-0" TO 13'-0" TO 14'—O' "'"�1°o"T0°' °i"°m��O""w�ws'A10"R&o""TM m
W e-2mPAo dRx rm, I,,S,�__orm�o,�.,pi wu ru uO
II 53;12 10' 10• 10" ID" 10' 12" f� �Ring r��Riti 61rK
OPTIONAL F 13'—A" MAX I 4:12 10, 10" 1 O' 10" 12' 12" + 3Dr R 1YDR nDROA sA,c tumlc w i
OPTIONAL INTERIOR TRUSS
AWRC4LRIK!YaWNf 4¢IAf ANR+W
(LOFT SPACE) 5:12 t D• 10" 11" 12" 12' 13• g nLRau{PO�WCI APFRC51i9 ARE ler>uouRFD voR
6;12 12" 12' 12• 13, 13" 14' Q \►\►► jf�//
`�= SMP
EQUAL)AT EACH RAFTER 8;12 12' 12" 13" 13" 14• 15' O \\\\��w„T...,B•Q ///�
MITEK OR ALPINE 3"x5" `1=•,: •5 ,
�` EQUAL)
HTS 16 (OR OR EQUAL
��QUAL)AT EACH RAFTER _ 12 LrAX •r
81/ D
TAPERED 2x6 '� STATE OF ?
,� ECURE FASCIA W/(2)
D.131 x3.25 GUN NAILS DIM 'S' (SEE SCHEDULE 2"x4'COLLAR /� ,� •, FL OR 10 P •:' ��
tx4 W/16D 11 ONTINUOUS 2x6 '�/FS•�•• •^•• G\\\`
SECURED TO TAPERED OPTIONAL i 13'-8" MAX. -I J `StONA1•
2x6 W/(2) 16D NAILS OPTIONAL INTERIOR TRUSS a ///i«!i II►1►\\\
COLLAR LOCATION (SEE SCHEDULE) S 1TOtthe*T.B.Idoi.P.E
OPTIONAL OVERHANG DETAIL 1 OPTIONAL OVERHANG DETAIL 2 0 Florid.UGe .W608
z Sh-1 FBPR-3 OF 8
w
w i SKID RUNNER SPACING* PSI APPROVAL 2017-11-14
coDeREtwEw UNDER 30' LENGTH
r
iD,18 liN SDs"t
SHED WIDTH A B <
cLKlneao
0•prttulVar.e•/.r•M.u�C.L'xc:: 6'-0" 1S' 42
feFc Y_Ii4 l�F<M•l qii
SI:YL Aln�iio B'-0�' 1 B" 60"
WIDTH JQJI
10'-0" 18" 84" 6'-0" 2"x4" CODE INFORMATION
6'-1" TO 11 —B" 2"x6" w¢vERspN aiu *r"ml"
24" g4" > 11'-B' 2"x8' Du n c nE uu cucoGwn�
OONSIRO 1
28" 64" TYPE V-D 1'-8"
FIaE—TON NaNf
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE FIRE SIPPRES=N SYSMI mu
36- 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL ALLLAADIE MOM OF 51DM i auoc
40" 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ARE sverD w+
ARE INTERCHANGEABLE.
FNOLOa IRE OKtObtp
'VALUES ARE FROM END OF JOW 52g pkmsURE Co6PaENF ./-au
TO CENTERS OF SKIDS ONLY. *FLOOR SHEATHING SECURED WITH 2J"XO.113" LIPDWAN FA e
NAIL (OR EQUAL) ® 6-O.C. MAX —`M 1ND °P9
OAD
50'-D" MAX. -ow w Lw
1 6 O.C. TYP. ROOK Ua LLND SX61
Tt'RAT'0 Di ALL$FIDOP.ROOF WA
tFS Pm DUNNNO 1
NURRCANE PROIEOiVJN WADE
INRR"E DIBA.IER UW. .
SOWRE FOOTAGE )fe Snii.ea lG9
REVISIONS
4 REV I DESCRIPTON 0.47E BY
x"pr MTB
3/31/17
N/A
LB—W—UBE
�°ii"�°Pw�SAwe!!p��mm Fs,wa nAv Der Alry Au
z m���";�'Twi¢roc avmr mse vAmN
LjJ s,wu "°a roary.mut.AmN
t -w¢mNslwcow pmA ec n nrr.acmr Av
/m R P*A m Aq ee'WiMr mtxe
4 off.-m Bi op�mMptmryoNp-mya pmNws Ixeu+D
X nN 1eY,yT��yRf9io,Ay¢I1[A6�Wmy10y TyNJtp 99
O rEr%A URe e•DAtr v Mrxmfe
m 0. pASae�Nt[1{m�IBccEBaS4Ml.1,b10.n♦ 1tM�i 1pgT[TS0�1`
��rtAN OR �� MID��nM FWNI�mff�M�6�[K
LLI "'
10.6W"1vs h� s'w.a O.m9�k up>MI:ILL ewL
AnaDYFA m ils onAanWr A¢tpr RUOI¢r m Isnsn
(n PeaOLCF AFFROvI'S AIIE Im emeane roR wwODF.
Eoays Dt m,^'
g e
OCENSe
O
STATE OF
=p /��'•. FL O R 11)
P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 ///�S . .•��``��
JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS ' OR 6'-0" g ////,�%11 ;;1SCHEDULE FOR SIZES L04�TO"
IONAL PORCH
MDUth.*T.Baldwin P.E
O FlGr1dD L'cense 64p08
2 SKID FLOOR FRAMING PLAN ShnDl FB &U. OF 8
P�horn,rh�� ]wdm
PSI APPROVAL 2017-11-14
CODE REVIEW
11A0]]N R"eac
fears Fs+'+v Rlcear°DID ` � �..c
Icceloraw �`
n e�]•ewE.:vim
151]e(LdL?;afF
6psNiuR,lnnske'1x'ur^..ALfC•,I
FL PC KeJ�9,I A FF bJ�Jw
LSJttCaI°:-0la !�
CODE INFORMATION
CODE yFASION
_ F/CfiIRFR 4PK PJ°Lal4°F�
1i"xli" NOTCH ' TMPE
FOR EACH JOIST mlmRlxnroN[wE v-R
mR PRa}EC11ON NPNE
LIRE SUPPRESSION MTELI NPN[
OCNPM'CY bnRARe
ATTACK JOIST TO SKID WITH J-x4" AUDW&E MOM OF STOA29
LAG SCREW OR (2)SIMPSON H-3 Wmm E�Eo
(OR EQUAL) AT EACH CROSSING WIERNLL pj10 F
PRE55URE COEiFInDIf
12" LAP SPLICE FASTENED WITH (6)j%"x4" RMOPoo oµFAn�uAn mrcr
LAG SCREWS ON INSIDE, (3){�"x4" LAG JOIST T 0 SKID-
'.' wE LDAD
a o
SCREWS ON OUTSIDE (9 TOTAL) m"°F�
FwoR tNE Into tzm
CONNECTION R•"P �°��F WA
xURR 'E PROTFF}ION V IA
HORRGWE SRELTEII UFACE 1P
90UARE FOOTAGE )la MFL CR L69
REVISIONS
4"x 6" P.T. SKID SPLICE R DESCRIP70N 7E BY
WALL SHEATHING
mhn Mre
2x4 WALL STUDS or:l
3/31/17
e. N/A
SIMPSON H-3 Qg 20GA. STRAP SOLE PLATE SECURED LS-W_LBE
WITH (4) 0.1314.25" NAILS AT WITH 1%"x4" LAG
EACH END (OR EQUAL) SCREWS 018"O.C. T Pi. TB PINIe AN°A2
i iM5 RIII}oA a R Op 1Xt/CC GY Y MEaryA1DN
1 L LtJ a Aum�mus w av vt ve iM rsFxc p u
FLOOR SHEATHING ¢>¢
FLOOR JOIST
'a Pullos m a usr�°iim PN-sm m anlcc nm+la�i
ov- 0."erE°v+u
1 O az].wF�axowe�nvAAw1 "nm
m °°jr�lPm�ia"e Wm,1BC]w.i°1°ii'tiim°m aria HE roG
"i9 TTMo-rN]ir a APG N°r
1.5 �. mwtaP.mr�nIN alc-ANO N9
rec m1i°s Pwv Rmxr Wa*N Ra°w"�iNIF°r[xL
r ,P, xmau�]]s y�m1 neRa mrt GarorP w a•IAQ1N
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, ® 12" o a°R 0 �R a s ua tm uam�P roA
O.C.. STAGGER ROWS 6". ------ ----------------- O j111i /1////
2X BLOCKING BETWEEN SKIDS AT \\\ EwT8 /
3"x6" SPLICE PLATE FASTENED WITH 2x4 BLOCKING BETWEEN SKIDS \\ �1 ,..•...........•..4 //�
(5)-SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST p LICENSE
EACH SIDE SECURED WITH (3) 0.120"x3° WITH (3) 0,120"x3" NAILS 012"O.C, O i
NAILS 012"O.C, STAGGERED EACH SIDE STAGGERED
r
(2) 2"x6" P.T. SKID WALL TO FLOOR (n i�t STATEOF /'r
SPLICE/SECURING CONNECTION DETAILLLJ Q �Oc ' FLORIDP ;+'\��`��
Matth°W T.Baldwin P.E.
O Florlda Lk—s#64608
� snaaa FBPR-5 OF 8
HEADER DETAILS, EQUIVALENT IPLPTP,!PYAIS�9LL-LIA-AtOUS DETAILS
CODE REVIEW
CODE onoi s.rvrae ina°.vie° ,
f ,
MITEK 2"x4" OR EQUAL TYP.
g,t(?:THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE.
-,•,,ASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. GG
W, HrDER SCHEDULE FOR ADDITIONAL INFORMATION.
. W, W HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED CODE WFOR ON
WCE VEgSION
PACfURERMD �'�-
1/2- LOS aIC�2"x4" TYP. ME$UP2 2"%a"WrTH OPTIONAL SINGLE Fur EI ALLOWABLE NU 1/2"PLYWOOD OR OSB2"x4"HEADERWND SPENFILLER OR 4"x4"
(2) 2'x4'WITH OPTIONAL ALUMINUM DOORO11°"'
SKIN EXTERIOR � L PaaswaE mur w "
1/2" PLYWOOD OR OSB MPDRff FAnoR f fa
ROOF DEAD LLV.O +arse
FILLER OR 4"x4" RODP UVE LOAD xory DR saom PaaR unD
1�20GA. 1'WIDE STRAP OR FL➢Oq DW LOAD +aSF
EQUIV. (SEE SHEET 5) aLDOR v.E L.N. +ara
'R•W.OF A"n1MR RaaE WA
WINDOWS* 3' — PQt� N
R .A1 PgOIE U USAGE Na
2)2"x4" OR 4"x4" WIDE OR LESS SaWmNE TACE DE
OPTIONAL WOOD FRAME �`""E`°°'"" f+a aur.as Las
REVISIONS
DOOR CONSTRUCTION DETAIL REV I
STUDS ��`
DESCRIPTON DATE BY
(2) 2"x6" WITH OPTIONAL (2) 2°x6" WITH OPTIONAL EXTERIOR RUN HEADER TO NEXT
1/2"PLYWOOD OR OSB 1/2"PLYWOOD OR OSB SHEATHING STUD ON BOTH SIDES ""
FILLER OR 4"x6" FILLER OR 4"x6" MTB
3/31/17
L,4,
' N/A
20GA. 1"WIDE STRAP OR J2..A71DSTRAP OR ; 12"x12"OR 16"x4"BETWEENEQUIV. SEE SHEET 6 OUIR 5 1' WALL STUDS. VENT IS SECURED LB—W-LBE
( ) ) TO SHEATHING AS PER '�ys*
it= MANUFACTURERS INSTRUCTIONS � "'D P1AN s`''Wa
x ma avaAva a Dm'I"r?nm ra rec o¢em axaAx,Anx,
2 2"x4"w 2"x4" 2 2"x6" OR 4"x6" HYDROVENT DETAIL
(OPTIONAL) aR aa�R r).-w,ga, �aaaR
a'aurms ro x emAum w-sm m ana�
Side Wall Header Schedule 080C){e} '�
Buiding Width End Wall Header Schedule 180C a oTMCm
Fasteners w/o strap
Size(d,g} Up to 14'Wide Fasteners w/o strap Lp , �L +� +• w ,TME* wa
(each endXc) Size{d} Max.Span NJ{b} "
Max.Span NJ(b) (each end){c}
0 3-3"x 0.131"nails 1-2"x4" 6'0" 0 3-3"x 0.131"nails w ,n; ^^°�AOA �""' '
NaS AM 41r—BMma ff/All°
2-2"x4" 6'-0" 6-3°x 0.131"palls Ag ro
2-2"x4" 9'-0" 0 6-3"x 0,131"nails O n�.Parouar APPawus AIK wf faauo fOR,rvxWa.
Dam DR anm a,
�6 jj
a.Tabulated values are for No.2 grade Spruce-Pine-Fir LI a.Tabulated Blues are for studs-Number of lack required grade support each
lumber. T/1
b.NJ-Number of jack studs required to support each end. b.NJc.y over 6'span and no straps are used,header must run to next stud. g ` ��Ew.'T•.r8q<i��'
c.If over 3'span and no straps are used,header must Tun to next stud. P P �� ;. O �0'
d.Includes 1l2"PI od Filler. ;• %CENS
d.Includes 1/2"Plywood Filler. ywo , , �� F
e.See header details for alternate layouts,Le.2-2"x4"or4"x4"P.T. e.See header details for alternate layouts,Le.2-2"x4"or 4"x4"P.T. NO—STRAP HEADER DETAIL
f.Window header for window openings that have more then 50%combined stud wall above f.This table is only for headers below the endwall truss. Use Side Wall
MAX. 8' SPAN
and below,otherwise use door header schedule. Header Schedule for headers that break bottom cord of end wail truss.
g. The header can be attached to the top plate and thusly hake the combined strength I STATE OF
equivalent and use the maximum span stated. See header details for equivalent sizes. (n ' tl
. `•.
� .
J i���.,• RC0RIOP
GN
ON 11
MSM.W T.Baldwin P.E.
(� Florida LIGet WO8
shDDr. FBPR-6 OF 8
r17"1ftni1, FastenlnaSchedule(r) 2"J`+"bind J*1 I APPR 06h°�'11-14 --a -
IFBcrnnln2s6a.m.o a-was 1 ale as i
"41
a Ion F..am a.m L.o®non so.Ladgar.idp 3-18d eommm(377[0.182]
1 gIJ6M gtAaaer pltdef 3-6d mmnl0lrl(212x0.1317 4-0'x 0.191 w119 Face naY.eaGlpld
Ma.Fl�adda 3vaaa 3-T 14 sb oenall 4-r% ke
FI I.ns' [o - 2-ed mmnm Rl7xD1317 3+.Woodelmgl6alpenebandiand leboard(b) uZ end less ed(al.gl
F aaF�, 4Y]6 2-TvOZR2'^••k ;laaNd east mltl Sammw.moraW-3 W.91,p(toaamng) 2¢'S x 0.11Twg(n)
L VccC•up:4t[ 2-r 14 mattes I t3'4'18 gape{m) i
i :1' SstbWW .haAldeecnost 2-edcorrmwn 17,D131 boa red SUV.as.(ommbiwtwn e0b6o dedeymarR to 19132'to 3M'
A r ublMn1'x S orrinlarto each 3-8dtmnmam V2-x0.131 hca nett tamlr� 2318xo.itr rmg(p)
S.Zsubeoorm Imw rear 2-t6d emnmm, 72vo.1 bYW and hce wd TI89ege{p) ,5 MpCwa m%1c mbrmedgC woad
S ado dole to low No" 1W(317x¢73S)ell5ae. �comdme.eW r3addiM e62e mdpA 74w3 CODE INFOR TION
Tx 0.I31 wan etTae. ITypitalbeerat IJmWImnpua30S7ofASCE7) m+r aas„P
r 14 gDpo suples et 1Z e.e. 7AT b r l'b(e) LOCE WnsoN anal.eeco-r sots
sob Istete 1trr lot lf9' I0J(d)mred{d) I F URM tAm` .,tee
p 1dm.bkdcmgwbreaad went 3-lad cwcmm p317xo.1ss').Ia-D., eeuttl DU4mNe TYPE
prrol 4-Tx 0131'rv19a118'o,0. ibmcad emu panel Ziff to less ��' 1 CD1SiktCiKN TYPE v-a
4-3-14 a me a11Coe. Fax PR0IEmoN 'tmM
T.Top dale 14 e1W 2-161 twllnlm p 72 v 01827 1 1/5 b 1 1!4' tat w FIRE SUPPRESSION SYSIELI HomK
L panel atlNp gm R,mIre11N 12 mrfeea dN0
3-Tx o.131•reila eW wit OCCUPANm' siWua
3-3•I4 men "I I AUBpR NUBM or moR I
&SlW to soh pole 4-8d mmmm(2112'x¢1317 M.Fi5e2wm swagdtg(g,m) 17aWIees 74o.11 W9a(oo0.pwlNh) 9a51C WWD Rp�p yrm
Bd wlmnon na817 v 011T)
4-Tv ib ,fames EXPOSIRE c
-T imp st19 gape stale, N.W.18 pa9esbda0} i ENCLo'AIRE 041L]Ea
sir W.
11 tole encore 1 7!) _
2-IWCommwt(3I7x0Ie27 I Wcomman::IA(M x0131) aIPOR]ANLE�FACIDR SUR W��T t.tp 0.1a
3-Tx0.131'n1s eW renal No.18 "eta
3-3'14 ce dedaa 34.wowr paneling wr 4d'J) ROOF pEM ILV.p Iml9r
9.a."muds 16d(3 77 x D.73S)m 24'ae. var k ROOF UJE LOAD 2w�sr w mom welt lfdv
a.eommm or pov re0s we pttmiftt to used a%cept MRro dIM sa mined. FLOOR DFM IDAO
714C 1e reNes.11F. �hce reY n Naes spaced el O Itches m cants,wedges,l2 odes at west MWIe supports ex0ed 61nchs at u®pMa xlreA apmrs am 401rcneswmore.Forr.QV.f RAOR WE lA6o lax¢I
T 14 d 5 ac. sood stmcfwd nel and ie idkbomd de dit we pem:medlp be co n ean,boxes camp. w MIN.OF p1DOk ROOT xrA
10.Ebm610 mP dates 78J 1317v0.+357.15ae. Da P pNeme¢W eharvMa,reterlm 3ecthn T33.Nab hl wau pan]
131'ropd5ee. Typte.hca NB C.Commm wdelxmed shank(ed•Z'z0.t1T,8d-212x0.7J1';iM-Tz0.14�. OWtA PER BU'tIN1iG 1
Tlagvpe otafxaade'm.a d.Common(lid-2'KO.I1T;Btl•212[0.131';1W-7x0.14B"). NURRICA'E PROTECTION VW,E Ne
e.Da6nnedshank(Bd•2'x0.11r 8d-212x0131';1af•Tx0.148). W ES1Unit USAGE IW
Dauketm dates 8-78d cwnmm(312x0187) L Camabn4eshtad SlGre(6d•17B'K0.108•;W-23'6•v0,128')oroslnp(6d.Zx0.C3T;6d-2ltZ'xO.113')w7. SOINRE FOOWE I 7b mFr.ea ras
12-r,018Pwus 'I o, g Fesbnwo ap,ced 3 mews on emleran wtodor edges met 81mMe m centerat Irettmemale suppods,.ten wad ea.rectum sheathing.Spaang atoll be 6 REVISIONS
12-T14 d ae mp and Arches on center on the edges mL 12 k Ihmt on aedw at wamwdmtu euppoda br pchosLtud sheathing R DFSCRIPiON D TE BY
11.Blmckln belvxtm Wswmftem lot dab 3-Bd minnnlmR12,0.131� n Cmna 1-1stad maIg malts Wn 7/164tchdhmeter head and 1112+rch lerelh kr 1/24rch sheaUtl]p and 1 T44mh Imam lw 29324.11 alcedhrp.
9 p top
L Conn,b-istadotaplenWtnromthalW164rch-ml4mhowsnaMll/44,ohlengthbi/24nchsheelNnvc!I -InchW:dhb2=4rchswam
3-T[QI]t' toena8 P.neiauppotmatla ches Rolncrealfsoen"mad,lntfm WgdmollondtwpawLukmdheWmmaared)
3-714 da Cemrg(117z0.030')wenbhlf f7%OQFn roYn spaced aleArawamn panel e0pe0.12 Ax1cs el lmennedhty euppwt4
12.Rmpbttot*plste eaR17[aI317 ae5o,e. k Panelauppelse1241norea G:Ag weNsn nan,aPsaed.teAxhea.panel ad0o.,12 atilt,el wam,Nk.le suopwe.
9'%0.731 rots.So.e. ene8 I. For mod sw.Nlg oppf Ions,0d w0o(212xa113)am tle mlNmum ryWred fw vAod etnctwel nab.
T14 stab d0'o.e, m.Staples sh000e h o minimum wawa WdLh ofW16 fre*
13.Top dates,bps aW Lo.-h m ose 2-10deamon(31/ZaO.l6i) ry FormofawaWrg oppBratkim.larlemem spaced at 4 b es alms..cedesd miles,8 Inch at hen edale mppods.
9-3'v 0.131•rWs �hw ree e.Fassrkm spumd d4iwwa oneenterd ed¢%a Itc is at mtenwdate wppons brwN waMxaO sheatN]g and 31mhes on cenbrstedges,a Itches at Dm0 ity
3-37 W Om es Ydammdbte wp-le ror tod'ho wre. MTB
14.Canbamts 1 .N.a 1.common(317a 0.1 '15 e e m ed p Fameren spaced.Sitcb an .edges,8 AmtKs d mennedete mrPPalb
15.Ct01M pbM to die -Bd ewnmm Rl7x0.131') C See FasteM ARertete Schedde. Dat< 3�31�T7
5-Tx0.131•mem loma4 r. Fac+Ines,owl b,bmtdlW WU awns cl odtveen two across BtlecN membw. b:
3-3'w Mon N/A
Ia.CONxmnw neo�rtodw 4_Ed mmmo2 v2'x MAW ;toewd Alternate Fastening Schsdule
17.Coldnglobls.laps ow pandas, 3-16dcwnmm(31)Zxo 13T)mkilmum,Tobb2300.1041 -' LLJ LB-W-LBE
(Sos Totle 230B.10A.7) bT%0.131 anus has w8 C4nnectlmn Fa,tenln
_ ALT 31-33 Wood at--panalc ow pmidm4am 1IZaW lase Z[0 reZ Rug 91vnk NaU- > ,low ARE i of n s W41 ev ANa 4K
10.C.IYtgpkb topamiel.tam 3-116dcammon(317xo.13s)m* m.TONs230S104.1 6ubbw,mdaW mYslmalNnp Om temNp) 5lom adW,10'oe LLLQyyyffJ ro pry. �]q my pivay pl7uynpy
L m�rwDln�Nm a �
(Sea Tad,23C8.10.41) 4-3x 0.131.1. '6we re8 L •V ?rat a'ery aRrNl. i
4-r 14 .ado Strap 8 Simpson Strona•Orive®SD SerewSchedule Strap 3 Fastener Schedule(a} oEamr as
4a9a i �( a AK mks]ucwN Rar.ec n srr,ou3�>pr>J
Paromez. U On Wall pademe, Rafterreels- Pbta Fastens, pa IXIDe- lift WaU fastener Rafter Finalenw Plate F.de-, Gsa Am m rt mL mwva W eY N Ier.V.oemL
1g.LLRerto d.e 3-Bd mmman Q17N0.131� H1 435 - B6D9:1.6' 4Sa9Al.S HI -p0 - B56x1I5' 48d 40uqnYlammoe astute q-vO nmRere tuxu
3-3'x 0.13P reds taere6 N112 JFA - -- 84SOfm2.S eS010x26' Hfi2- 750 -� ---618di2.fi' 61&lA2S m 7.IaL MiNta/m�k�mams 1rao ZriC kauw slxsu%Amd
3-714ppstept. MA 495 SSD0x15' SSD9a1.5' Z-SMI.5 142A 495 58dz1_S S5dd.5' 75dx7.5 6Am omweee m�MammtEEoa.1 aoa .leas Aa .,
HZ5A s4o - s6rexl.s sswxl.s r¢6A s+5 - 65d sad
� ��sau "'°`"'aa,n}��q,��ro�m��xrao5�,,m�
20.1•D:oa"1C acelomchmWaWpLate 2-60 mmmm Rl7xD.131') H26 411) SSmcs. FiSD9�1.5 H25 410 64M 55tl Ld gw_R4waw[0[.a0
2-rz0.131 rub 'fua wY I1L5T 545 55DWI.S SSD9z15' _ 1T_5T 515 58d SAd Q_ a�Aanno.Wcpcpnnpis,lM sooe.I,t..77,��wu��a�ccpDncaqnt¢¢SS wo
3-T 14gogo also, H7A 495 7-SWx1.5 SSDmt1.5 N7A 495 )4id11.5 60W15' cWiac X DDre�wa.AiP 1Ya-' PiOentaNm or'T�21.t'%Salwat to meth newt 3-6d DO-On 211T.0.131) hca tell ILT 320 4SDO.I.S bSL39r1.s' H3 MO 44d 4.8d - Lo -
72. dadthon l'x 8'tdneW to often wad 9-fid wmmm Rl7%DI31 bce red•••- H4 22D "UtI15' bS09v7.5 F14 235 d5tl 4Sd Q- ma eta,
1v. auRr plan MRM rna�aAM[sal r
9.Bwlap ewtnf9We 16:1 common(3112x 0.187) '24'D.c, ��r H5 415 48DPA+.S 4 Mx1.9' ���) 115 235 45d 45d mam�ae[ aaNes AXa ammo[ .Amp rxa
T x 0.131 roan 116'm a FPavwu.w mIE ptyAmlaNr Ixrt su4¢w Ts,6aa1La1
LTSt2 855 6309z1.S es�xi.5 L1S12 620 &10dr1 5' 610drt.5 InARmk PmmV.;i AavAWAts yAKrtls,RC1RWm Imx m-o",
T 14 sfa kir m.c. =46 lan B601bt.9' 0509x1.S LTS46 820 d10d1.5' e4os(1 S pmOas ort omOt w
24,6uU.Ip04daraW lxNmm 20d eomrmn(4•Y0.19Z)et 3Zoc. LTS18 1733 BSQ1r1.5 BS09v1.5' LTS18 510 8-Iah1.S 61Odd5 - Q
nee reY m top and bottom maW d o
r14 gag.
I.ld2lo.o. ,oppovteeae, LTS-20 1216 6sEmf.S 65D9sI.s ET 2D 6a7 a1oa.l.s• 6-1Dm1s
T f9gega 4ledasd26'ac. MTS-12 ems 7-SMI5' 7.SDsxl.S MTS42 850 7-loon 5' 7-1"1.6'
Mls+e D 5 7 eDx f 6• 7.5 9x1.5 MIS-le WO 7-loml s 7-lomrl6• `%N X\ ...........•,•'Q
2-m oomman(4%0.1B?) MM-15 184 7S00n.S 7S09x1.S MI6-+6 No 7-10W.S' 74060.5 \ •yQ
s-3•xo.l3rnmb lacaren111-and11each,paw MTS-20 1285 7som1.5 7so9,1.5 MTS-20 85o 7.lomn.5 7-1"1.5�- �\'t r'• LVCEN$E• •1 LLii
3-T14 .tech. PenAlOasD, Uplift Common Fattener Rafter Fastener PerWDeae. lift OW-Fattenmr Wftor Feet... I Q'J y j
2S2 amen 161common IrT.D.162 .each teal A21 - 26DD11.S 2-SD9x7.5 A21 245 2.1abt1.S 2•f Odd.tF M00
3-Is,women p'x 0.74T) P." A23 - 43R41.S. 45D9,1.7 Porch A23 565 alow.5' biW S,4-T 40.131 n.b :hem rod A33 - 4SDLII,S 4SDRt1S A33 750 1100 b10dW4-T14 4a PadWOem U It WRIT tam,noI Soor Fasbner pnV4Deme. Un Waub--, FI-Fatten.,Z7.Jk mRw lst nip 3-ladcommon(3'%0.1487Wall to Floors LSTA-18 w73D90 7509x 15 Well b Floo,c LSTAA8 1,to 7403 T_IW4-3'xa131 naIis toew8 ptnal)Deae. Ulln Wag Wstenmr FborFatlaCar PPrw10aee. ❑H Std ladamer Ieader Fmene 4-T I4gaastaph ants.l-11'rWlda 72s 7SDAILS WP MR s-s�rU.131 5-310131131• LLJ TE OF f(()
Tie-0owrm :f6'%1 Anchor 4.30g Mmadar{d) HP4041®81 726 8S7t 0.131• 5-3k 0131'2-16aewnmm(317[o.1az) a 1Mlr rxedea o6lwnlnwn mc.rvng ram PertnfDe: nn wart radaner Floor Fsdawr (> RI �3-T,Q131'nelk 'kca reYp Haarlem owrs, a em236a.I-W VtAda 7zs 7-10CUL4 - .....•• G %
2a.Hoormnrloz4A'Woet.am2-IWcwnmmR12xo1621 pemanln mmixeZF Aa.wnmegWlaem mt.l]gsameatrmgllo. A3-3•.o.l3rreea wawa �'d
R.em uaabelWwd7benCanOn 11111\\
3-T to gags,made. 15 o e.ban b mgWrod m-mam aW shuts.paced to comm. LLJ
2-76d eamrmm�(312v0.f n Only waled en awmTlmm S tmyl shev"moo. Z Matthew T.Baldwin PS
6Z) Haadono,er6s n. Florida U.- Cri606
3-3'x 0131• fats wY
3-3'14 me tjti es ShaaL: FBPR-7 OF 8
T�.,.� PSI APPROVAL 2017-11-14 `4:
CODE REVIEW ELECTRICAL NOTES: r
Pnla„lon°I°enlce Intlu°Vf°e
n�ernaso-.., 1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
lark°,Fl°rtdo]1rSF
bn R..e,R°Fsa OL, 2.FIXTURE LOCATION AND TYPE MAY VARY
, L'•' 3.PLASTIC OR METAL 'NEW WORK" OUTLET BOXES
SULGL NJY<616 4.20A GFCI OUTLETS
D'�0.0 N LA W J,C.l.:xoa 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
LSJCCC�J%M,l 6.ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING CODE I FOR TiON _
BALL OUTLETS TO BE GFCI CODEVOWN m, ,,�;m1e
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT MUF .RFR —twm—
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. Bu¢DINO TYPE
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THREE WAY 3/31/17
SWITCH of SEE VARIOUS END WALL \ SEE VARIOUS END WALL N/A
10 FRAMING SECTIONS FOR FRAMING SECTIONS FOR
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OPTIONAL ELECTRIC TO EACH UNIT a
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(NOTE- ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY U A1Dtth°n T.BadP4,PL
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: �' 2—
Site: rs,5,3
Permit Type: C
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
-6
s
This comment sheet shall be kept with the permit and/or plans.
FEB 1 2019
Kalvin Sw' e —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
a ,
Sheds and Carports
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection,. (RED TAG IF.NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED PER PLAN)
3) All set-backs shall be met.
4) Shall not be 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 ordinan 780=01
9) No accessory building shall be larger than 3.00,sq ft without site=plan approval
10) Not to exceed 16',in height at peak.
11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless
otherwise specified.
12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed:of
Masonry, Wood frame, aluminum or.vinyl. Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the principle.building and adjacent
properties.
1.3) Fence shall not encroach neighbor's 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 the front
of home:
15)Good side of fence shall face out.
i