HomeMy WebLinkAbout17-18338 CITY OF ZEPHYRHILLS
5335-8TH STREET ,�
, F ; � (813)780-0020 18338"
- BUILDING PERMIT /
PERMIT INFORMATION LOCATION INFORMATION ;
Permit Number: 18338 Address: 5906 BEECH ST �
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: 12-26-21-0260-00700-0560
Improv. Cost: 1,556.85 OWNER INFORMATION
Date Issued: 4/11/2017 Name: MILLER KIMBERLY L
Total Fees: 67.50 Address: 5906 BEECH ST
i� Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542-3847
' Date Paid: 4/11/2017 Phone: 813-956-5862
; Work Desc: INSTALLATION 8 X 8 SHED
CONTRACTOR S APPLICATION FEES
� HOMEOWNER BUILDING FEE 67.50
� �
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Ins ections Re uired
FRAME
SHEATHING
, FINAL
REINSPEGTION 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
frst 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 properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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 Plan ec fications 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.
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R I N � RE PERMIT OFFI R
_ T IRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
. � CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: l��✓�'/ ' �����'
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Date Received: �2��l�
Site: .�Gj'j)�a /y�'.e�l�t_,.sl
Permit Type: (��c�j ���e.p�
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
_ ..,� a
� Kalvin S �e s iner Date C act d/o Ho eowner
( quire when comments are present)
s�s-7so-oo2a City of�ephyrhills Permit Application F�-a�s-7so-oa2�
� Building Department
Date Receive� �/��/7 phone Contact for Permittfng ,
Owner's(Name ` L.. � � �'� Owner Phcne umber U ��/
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Owner's Address � L.�- Owner Phane Number D l,.,J l �J V/ ,YJ (!�( I
Fee Simpte Titleholder Name � � Owner Phone Number �� �
Fee Simple Titleholder Address
J08 ADDRESS � V ILiT# �,�
SUBDiVIStON � � PARCEG lD#
(OBTAIWED FROM PROPERTY TAX NOTICE) �
WORkC PROPQSED NEW CONSTR ADDlALT � SEGN Q Q QEIV10[.ISH
� INSTALL 8 �REPAiR
Pl30POSED'USE � SFR Q CQIWM � OTHER
TYPE'OF CONSTRUCTION Q BLOCK - Q FRAME. 0. STEEL -Q
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DESGRiFT10N OF WORK t t 1 U U U
BUII:DING SIZE . �t� +f�0� SQ FDQTAGE tt/ • I�E[GFtT • ,,,U b0� �
BUILDING $ ��J J r� �/ALUATION=OF TOTA�CCiNSTRUCTION
�_
•:QELECTRICAL (;& � AMP SE12VtCE Q Pl2QGRESS ENERGY [� W.R.E.C.
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OPLUMBING � � ��
QMECHANlCAL $ VALUATtON QF MECHANlCAL INSTALLATIt�N � �
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QG/�S Q ROOFING Q SPECIAl.TY C� OTHER
FINISMED FLOOR ELE AT FL.00D ZONE AREA QYES NO
BUIE.DER � COMPANY � �Lv1�/j1U�
S�GNATURE l REGISTERED Y/ N FEE CURRE� Y/N
Address � -License,# �- �
, ,
_ 'ELEGTRI,GIAN . COl41lPANY •
. SIGNATURE REGISTERED Y/ N FEe cURRen Y/N.
., Aifdress � - License# �� '� �
PLUMBEE2.;: , r COMPANY
SIGNIA,�I�URE _ REGISTERED , Y-/'N �.FEE CURRE� Y/N
Acldress � License# �^ �
�`MECHi4N1CA1: � COMP.ANY
'' SIGNATURE•'= REGIS7ERED , Y/ N - FEe cuw�en- Y/N
Address�" ' L•icens.e.# �� ��
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�..OTHERa�"_.`;- � ' , � C,O((IIIFANY
';�`-''SIGNA°IiURE:i+��<: .�� - - - REGISTERED Y/ N . FEE CUftREK � Y/N
' �Address�: , .�" .. Ucense# � �
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��nRESIDENTiAl.�;�5 'Attiach;{2}'Ptot:P,lans;:{2}�setsaf'Buiiding�Plans;{1}°set of�Energy'Foi tns;R=0-�1!.Perinit.for new.construction,
_ =,4• �;��;.}.,;�a�,,�-•>Minimum;ten._(,10),yu,o`rking,days:;afte��su6inittal.dafe. :Required onsite;Canstriictian Plans;Stormuvater Plans w/Silt Fence installed,
t�:�- - SanitarytFacilitiesr,&;1,�.dumpster;.Slte�.:Wgrk Permlt for<subdivisionsllarge;projects�` " -` �- � �
:=�GOMMERCIAI. A#tach�(2}�complete`sets of Bu�Id�ng Plans pius a Cife Safety f'age;{4}se#of Ene�gy Forr»�s.R-O-W Pecmit for new construction.
>�t:-:.
=' � Minimum ten(10)working days after submittal date. Required onsfte,Construction Plans,Stormwater Plans w/Silt Fence installed,
�';' Santtary Facill8es&1 dumpster.,Site,Work Permit fo��al!-new piojects.AA cammerciat requireme»ts mast meet compliance
:"'SIGN�:AERMIT ";4ttacFi(2}seEs oft'Engjneered�Ptans:==� �•� ��. � - •�
""'"pROPERTY SIJRVEY requiretl for aII,NEW construction.- _
''=n0icecttoris: +� . ;_., � .
-z. Flll.out�application completely.
','� Ou+mer&Contractor sign.track of appiication,nota�ized
' ff oVer$250d,a Notice of Commencement is required. (A/C upgrades over$7500)
"'''"`: A ent'for'the�contractor�or.�Power•:of'Attome fot'the owner ,wauld'be sameone with natarized letter fram owner authorizin .same = �
9 � ) Y� ), , 9 , .:
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:,'.OYER;i'FtE-COUNTEt2�P..,ERMiTTtNGr._. ,,.,.(coPY.of:cantract required);�; � " . ..- , , .
?;;�Re�ooff�if sfifngles Sewers Service Upgrades;A/C' � ` Fences(PIoUSurvey/Foatage) ; ' �- '�, .
,; Driveways-Not over Counter if on;public�roadways.:needs ROW , - + , ' ' . L ,
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NOTICE_OF DEED RESTRICTIONS: The undersigned�understands�..that.this;permit may.,b.e._subject to".deetl"_restncti�is":yr";::�
which,may.;be:.more=.cest�ie#ive�,than�Gounty;cegutations:<kThe>,unders�gned�assumes�`responsiti�l�tyfor�ca�iipEiarice�iivfth ariy _ �i
�PPlicabie deed rest�ictions. ' ` -�,.��:�_� �7�n��i .
._. ,., .� :.. . . � . �
UNLIGENSED CQNTRACT4RS AND CONTRACTOR RESPONSIBILlTIES: �If-the-owiier=lias° taired'��a'°�contractor or '�'�
contractors to undertake work;they,may.be required to besiicensed in accbrdance with.state and;Tocal.;cegulations.:,-.°if:.the��::--`,�
r t - a,.;:.,:�.:,.,..;:.<
oontractor is not-licensed-as required by`law; botti�the owner:and'confractor<rriay==6e��cited�for.a�misdemeanqruiolation� ..�;i-.
under sta#e law. If the owner or in#ended.:.t�on#ractor are uncertain as to what licensing requicemenEs:;may�apply:.for:;the:��;�"��`
� �, f.,�. . ..,-._��.
intended work, they-are•advised to contact'the'Pasco County Building'Irispecfion"D'ivisian=Licensing:Sectian at'727-847= " J='
8009. Furthermore; if the owrier-'has'tiired`a coritiactor or cont�acfars, he �s advised to�{have the: cantractor�s).sign.�.a5`
portions of the contractor 81ock _of this application:for which they wiil.be-responsibie:�.-If�you,.as'the�owner sign:as°�tlie.'-'_��`,;'
_.
contractoc, that may be an indiaation thaf�he°is nat prope�ly licensed�and�is not`entitled to�permittiag privilegesy Inr,:Pasco;_._.�i
Caunfy. � r. - _ . � -_. ': :.::�:;,<,;>;ti�:�;y,o-,��:y
TRANSPORTATION�IMPACT/UTIL171ES�IMPACT AND RESOURCE RECOVERY FEES:�The undersigned understands -_ 'i�,;
that Transporkation Impact Fees and Recourse Recovety Fees�may�apply to the constr_uction,of.,new_buildings,°.c`Fiange�of�'-<���`r��
use in existing buildin.gs,,o�;expansion:of:eiiisting buildings, as specified in Pasco County Ordinance number 89�U7:,and : ;�,:'
9Q-07, as amended. 1'he°undersigned alsa�understands;:that such..fees,�as:rr�ay�:,b.e:due, wi!!"tie;identified afttt�e^:tirrfe�oft�`�'���y;':.
permitting. �It is further�understaad that'Transportation tmpact Fees-and Resource�Recovery:Fees must be paid,prior fo - `.�;
receivin a "certificate•.of�occu anc " �� -.�:'
g p y�-or�final;,power celease. If the;pr.oject°does not�inv.olve a cerkificate of occupancy=or.�.�=-����,,
final power release;-the:.fees-must-be,paid`prior ta permit`issuance.,;Furtt�ermore,.if.Pasco_County Water,l.Sewer,�lrripac#;.-.�� ��;
fees are due,tfiey must be paid prior ta_,perrriif i'ssuance;in°accordance with'applicable_Fasco�Caunty ardinances, �'
CQNSTRUCTIOid��IEN�LAIN�Chapfef�713;Ftorida�Statu#es,as ameeded): If valuation of wor.k is$2,500:00.oc more,�;lr�:.;. `
;..�..:. m
certify that 'I, the applicant,. have, been�.provided with�a copy-of-the�`'Florida �Constrwction; �Lien..Law�Homeowner's �
Proteckion Guide" prepared tiy tfie Florida Department af P+griculture and Consumer.Affairs. !f the applicant�is someqne:,, .
other than the"awne�',?I;certifjr.#hat i.:ha�e obfained a copy of�the abave'described aocurnen#-and,pr.omise�in goa.d;faithto.,.` ,,
deliver.it.,to the='towne�;.;priar:fo-c6mmen'cement. � ' �
CONTRACTt?R'Slt?WNER'S AEEIDAVIT:�;1�.eectify that all�the informatian in this application is accurate ancS�that alt�inrc►rk
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�icndicated. 1 certify #hat no�vuark or :installation;=has ,
commenced prior #o issuartce of a p.ermit and-�that all work wil� be perFormed ta meet standards af all laws regulating
construction, County and City codes, zoning regulations, and land develapment"regulations�in.the jurisdicti4n: _f~alsa
cer#ify that 1 understand#hat the regulations of other government agencies may apply to the interided woric, and that it is �
r
my responsibility to identify what actions I must take to be in compliance. Suoh agencies include but are npt:limited.;to: '
- ,.Departtnent of Enviranmental::Pratectian-Cypress Bay�ieads, Wefland Areas and Environrnentally Sensifive �
Lands,WaterNVastewater Trea#ment.
- Southwest Florida Wa#er Management District Wells, Cypress� .Bayheads, Wetland Areas, Altering `i
Watercourses, . �
- Army Carps of Engineers-Seawalls, Dacks, Navigable Waterways. � �
- Departmen# of Heal#h & Rehabilitative ServiceslEnviranmerttal.:Heatth Unit Wells, Wastewa#er. Tteatment,
5eptic°Tanks. . �
- US Environmenta!Protectian Agency-Asbestas abaterrient. ' . _
- Federal Aviatian Authority-Runways. , �
I understand that:the,following�.re`stricfions apply to the use of fill:
- Use of filt is not allawed in F1o,od Zone"V"uniess expressly permitted.
- �If the fill material is to be used in Flaod Zone "A", it is understoad that a drainage plan addressing a
"compensating volume" wi41 be submitted at time of permitting which is prepared by a professional sngineer "
licensed by the State of Flarida. '
- If the fil! material is to be used in Flaod Zane "A° in connection wi#h a permitted bui{ding using stem walf
construction, t certify that fill will be used onty to fiit the area within the stem wal(.
- If fill material is to be used in any area, I certify that use af such�fill will not adversely a�fect adjacent
praperties. If use of filt is found to adversely affect adjacent properties, the awner may be cited for violating
�the coniditions of-the building_permit issued under.the attached permit application, for lats-less than one (1) '
acre which are elevated by fill,an engineered drainage plan'is required. �
1f I am the AGENT FOR THE OWNER, ( promise in good faith to inform#he�owner of.the permitting canditions set forth in
this affidavit prior to commencing consf�uctian. I �tnderstand that a separate permit may be required for eleotrical work,. '
plumbing, signs, weils, paals, air conditEaning, gas, or ottier�installatians not speci#ica(1y included in the applicatian. A, :, ,
permit issued shall'be construed to�'be a license,ta proceed with the work�and not as authority to violate,.cancel, alter, ar
set aside any provisions of tlie technical cocfes, nor shall issuance af a permit preuent the Buitding{)fficial from ther.eafter
requiring a carrection of errors in plans, construction or vialations 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 f#work authorized by �
the permit is suspended ar abandoned for.a�period..of.six(6}inonths 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
justi�able cause for the extension. ,If work ceases for ninety(90}cansecutive days,the jab is considered abandaned:
WARNlNG TQ OWNER:; YOUR �AtLURE TQ RECO,,RD,,A.NQTtCE OF COMMENCEMENT MAY RESULT tN YOUR
PAYING TWICE'FOR tMPROVEMENTS�TO YOUR:PRCIPERTY�.. IF YOU:INTEND TO�OBTAIN�FINANC(NG, CQNSULT �
WITH"YOUR`CENDER�OR AN A'TTO�RNEI(B�FCbRE-R�G.ORDIfdG YOUR�MOTI�E'OFk�OMt�lE1�CEMENT:
F�4RidA JURAT(F.S.117.03) �
OWNER OR AGENT� rY1iJeY� L • �!!IP� CONTRACTO� � �- " (� / .�
�ia�bed and swam to b e me this Subsc'bed and swo ta(or #orc��me this -
�`t 7 by t g3 1'7 by
o i re erso a�ly k or haslhave produced ' ho is/ar@ pe�rsonalty kno. t r as/have.produced
�a��� as Iden�fica6an. I2L� b�t u�G`c�;� as iden#ificaUon.
- � ���t. Nohary Public u�'� Natary Public
/'s „��,,,,
1 mmissl ��Y p��4 4tQ�I i tan N �•'e�''��. JACQt1ELIN QGES
`' •f�. C :..iV�BpGEg — �,• :�: ssion 22
_": `•*"= ommission#FF �;;� ,Q; Expires December 12,2018 �
:�,• _ ,,
Name of E�{�(pr ..' + ao e 7 �2����� Ndt118 Of NONd nnnre�cas4a�s5.lots
hN?roy Fain Insurance 8pp.3B5.ypf9
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CITY OF ZTPHXRHILLS BIIILDIIdG DEPA.RTI�IENT
I, h�ve read and fully ,�ae=st�ua aad
agree to the pravisiaae of this iaat�eat.
Th� undereign�d states aad affirms that he ar she is desirous of coastructia�,
reaovatiag, addiag ta ar reraafiag his or her owra dlomicile, that he ot ehe
actually aceupies, or will oecupy by said damieile, aad eame is aot for
r�at, lease or sale. That he or she shaZl compZy with the followiag coaditions:
1. That th� owaer aad he or she aloae shall act as the builder for all phases of
coastruction.
2. That th� cwner wi21 aomgly with all provisioas of the City of Zephyrhille
ordinances aad eodee pertineat ta the buil�iiag. ,
3. That ia the eveat var3ous phases of eoastruc�ioa are subcontraat�d, he wiil
eagage ouly ,properly liceaeeci subcontractoxs aad will personally supervise
such work.
4. That ia the event the 8uildiag Inepector shall require carrectiaas to be made,
the ot�ner vaill aesum� full responaibility ta iasure they �re ma8e, aad upon
aompletion will c�21 far a reiasgec�iaa befor� proeeediag with the building, �
5. That �he atvaer �hall assume full reaponaibility foz the coastruetioa and will �
not expect supervisioa of his work �rom the City of Zephyrhills Suildiag
Dep�r�meat.
6. That prior to £ia�l inspection aay addit3.oaa1 fees, includiag reiaapectioa
fees, must b� gaid in full. A written request �rcm th3.s affie� sha21
coastitute asa o�f3.cia1 notice to pay additional fees:
7a Tha� the owner shall comply with a11 City, Stat� a.nd Federal laws ia regard ta
soca.al security, woskman's compensation, lien laws, etc. , whete applicable.
�. That the owaer shall comply w3th aIl the safety cade� issued by the Flarida
Iadustrial Comm3.ssian.
9. State laar requir�s canstruction ta be daa+e by laeeased caatraators. You h�ve
applied tor a permit uad�r aa exemptioa to th�t law. The e�cemptioa alloms
yau, aa the own�r of yaur property, to act as yaur ovaa coatractor with cextaia
restrictious even though you do aot have a licease. You must provide direct
ansite supesvision of the aoastructioa yourse7.£. You may'build or improve a
one-fasniZy or two-family resideuce or a �arm outbuilding. You may alsa bui3.d
or improve a aommesc3al buildiag, grov3.ded your costs do aot exceed $75,40Q,
The buildiag ar resideace mus� be fox your awn use os occupancy. Zt may aot
be built or substantially improved for sale or leaee. Tf yau sell or lease a
builc3iag you have buil� or eubstaatially impraved yourself withia 1 year �fter
the constsuetioa is compZete, the law will presvme that you bui3t ar
substaatiallg impxoved if for sale or lease, which is a violatio�, of this
exempti,oa. You may mot hire au ualiceased persoa to act as your caatxactor ar ,
ta superva.se people workiag oa your build3ag. It is your respoasibility to
make sure that people employed by you have liceasee required by state law and
by coutzty ax muaicipai liaeusiag ordiaances. Yon may aot d�legat� the
sespaasibil.ity far sug�rvising work to a liceased caatractor who is nat
liceased to perfornn the work beiag daae. Aay persoa workiag oa your building
who 3.s uot licenaed must v�ork uader your direct supervisioa aad must be .
employed my you, which meaas that you mus� deduct F.I.C.A. aad withholdiag tax
and provide work.ers' cam a a.on foz that employee, m11 as prescribed by Iaw.
Yonr canstructioa mu c w'�h all app3ieabZe Iaws, ardiaaaces, buildiug
codee, aad zoaiag r s. . .
OWNER�S SIGNATURE DATE 3 (/zU ����
�nnx�.ss �' o �` L 33..SYd2
P�iONB
WITNESS PBRMIT #
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- September 23,Z016
Alex Martens •
Superior Sheds,Inc.
2323 S.Volusia Ave
Orange Gty,FL 32763
RE: Manufacturer Certification,ID MFT-113;�Expiration Date:September 22,2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds,Inc., located at 2323 S.Volusia Ave,Orange �
City, FL 32763,has been approved under the Manufactured Buildings Program, as provided for �
under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds,Manufactured �
Buildings for instal(ation 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 euilding Code. YourThird
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 wiii make your pians 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. Piease ensure that your plans are in compliance and are properly
posted on our website_Ail site-related installation issues are subject to the local authority
having jurisdiction_
The Department's contractor will make unannounced moniZoring visits at least once each year.
You must grant complete access to your manufacturing faciliry and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date_You will receive a renewal notice by
Email gene2ted by the BCIS(www.floridabuildina.orq)for online renewai.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website atwww.floridabuildinQ.ora to see valuable information on the Florida
Manufactured Buildings Program_A copy of this letter must accompany applications for locai
building permits. .
• Sincereiy, I
• �=C,[/l ��� PREV���gH
. � �A���a gV Cp�FS��������
Robert Lorenzo Cl1y��'��ELE rNG COD
Manufactured Buildings Program O��EPHy T��C CO�
cc Professional Service Industries ��,�5 OR�IA N�D��S
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_ _ _ fAynd4yf _ t 2. . X 4'blodmtg - '. stale:en 1,u } '' - - -
SIF THE UFtl11S7013EAT7ACrrDTOACOIt�TE (}V T1iECpNtFEiE7i•4H Pin UP
- _ _ _ - - - - - • .. _ .. - Wall anchordcm3.s - - - - TO LE19_Ai-HtlLE'Sra"+myt,•171AHwa�t pwLiIMDCONCtHE7E 5L:lBI 00R14 Jd3>:THE EYEBdL7TS FASTHN
END ELfVAT30N I:'RFiDOOF{TVJOSEOf]f,OD13.S - - T731ODCi1 THE S0`rTDM AND A 1r 4V S13IP30Nt11q ISP(ACFDOVERTHE I•2TOGE ANCMFLI.2 Xr 51x_7 NC NUT 02)
- - _ _ 'Sirnf-un LSTA4 USP lSf,41a r WASHER IS USED TO FASTER THEEYSTOLTANDSI+PSCM OJPTOGETFBL t
sa 7 rx InaencAUGER ACHORS Hcadcai+e Strap+S b103�S&SPECTFLCATIONS FOR' _
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• - - sae details bafoty - oluounarr+ - - _ - - X ANCHO etsilL R/HOGSVs7F3.A�`�To 1 i1DPER .tLs a00,DjHG �DEALER)LOCATEA,ICHDR vhcmD PEaT .( .E..r-s rnBv;.•drJrt
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2
mobile hrme door T Y z 47 btdgb XWr)d bradeg) R Wi BLOCKR4G AS �"X i r _ fcc:stessr E
AUGER ANCHOR 1A OLW4:
-
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_ -Values test end ot)ohx m cHwisr of 4 x4 xotFoobiis Pad Spae 73'-8ride a{uds}rave 4 rata of sktda, l ing- - - - - - burdearta sbap(lyp)usa - - 2x6ptand tai - _ - _ � # Tabie3 1�u6(e Wde(O)Shack- wSingk Nidr�reWf or - --- _
_ - - - 'Ptyboald IS04lEMIC of SH@ 314'Tag#lboeld ar ah•er£ege 4 x.s p.Lal& ._
,� (2)T X Z galv_wzey s m End PId oe
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wi14{1r naAs Biala:j=1 7 b r_
- - - for fnfumaiSon rot shown see end elevat@m whit door 'x 4 header _ Hx t t t
- e:er•. OLTS'OEWIDTHS - -.' - - - - a 1 - _
I I Slo01mn W-35.USP NP35 - - - i ad spacing Is end m centarorpad - - - : -
' 7 '- 6'pt taming .7 1'a',tr 13'8` - - _ - �..�_
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-_ _ -- - '• - - _ - _- , x Rc+acs 12 - t1� mtaixnsmar_ $
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X 12(aged 1.Hollowor so&d concrete exW6 be s>al3ced Onpads Tor tdgh se:S 1>p to 4s'wrl6out to
't Hs-24er
� n floor stand x4' 2ABS Dhed oni 8'813`S••'�` _rurltex 1 Ivt
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756 pt plates x shed3 ov<r eg,1; ,( slab(per bbae 1) Table4a Aut hor Sparing of Augur Type An13,ots ForSTrtg's 1YIde Sheds
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Concrete SFeb byoatete FD ley r t -•
1p(1ifILAITA .'IfNC7iORFTT - - - '
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- - - - - - - - -- - - � - -- - - _ _ j - E 4 x 4"aaridow header •- - - • - slab of spacing AiNGFHOR+IOTES - - w a +o - - -
- - - - - - - - coat table 1) tAW-74O95P.0715 IS AA3EB ON/SCE 7-10 FOS ACATEGORYT 510X7 BLXM OE7cP_•'C' - f -
- - - C e a6y0tivYs 1 _ 2 ALLMENN3t1RHS4TABOVEARE ENTER ToCIXTERL:ANt7$TR5_
c 2x4'wirtdrnv sill - W1 o++ - ootdt or aolaserslnk 3THE 4Wa10N MI7AS8tOFANCHCRIS(41 O7NEQ EACH CORNETOFSHED P0RSHms 1520 MIFNC27T1HHYTLIS
Mit#aoix,)t+24" - .L 7trEtEta7L(7LIt�GE DB-TAtCJ=r-0RE]�AK4KlN 012_i5 ISeD1AiL'7TOSORSFOR A JEJ�AN-'1CFl8CC2
E - 7° 7x4'botb+n ptale - AIxL d05-y,�G - _ _ _
- - - - Tom 4 78„pi ytoerd _ OPTIONAL WOOD FRAME. - - - - •4 nil 2X+'bdtan plab rmded to 6 ANCHORS SHALL aE 00 SIDEWH3S t7'CS'rYMM 7rE3m 13 PLACE NEXT TOAH BUxo02G.LR MIDI CASE - - - --
t HS-2.(;USP RT-5C0p - DOOR CONSTRUC11ON - - - - - L 2'X a•p_7_ba56 ANCHOPS CN(BE MACE CN 0304KL A$13pS0 As P082215TO SWWE WALLS.
- or5lprivalem(grp)eAsbds- ._ - _ r -
. -- - - -- _ - - - - ---- - wag a.-.3xrrdelaTs - SCA E=NTS - .�he41'Vt�FraorRd7sove An�iory lbCtztceta _ GENERAL NOTES=
- - - _ - _ t - •1.ALL BUILDINGS FROM 0 SO_FT.TO 72080.FT_ARE EXEMPT FROM WIND-BDIINE-DEBRIS IMPACT -
. - - - - - - - - - - - - - - - WITH ) � - - - awlai =T-0'_ STANDAP.D PER FIORIDA STATUTrS. -
-- _ - SIDE ELEVATION V T; 0OOR&WINDOWS - _ - 2_AL18tMDWG•SFROMOSQ-F7 TO40DSQ.Ft-ARE FORUSEWITHOREAND1WOFAM1_Y -
s®b =r pt 2z 4 GBrne(tap} - - ,rx4'boihxo pfd - RESIDENCES ARE EXEMPT FROM DOOR HBGHTREOIJ100ENTS PE THE PEC. ( - -
_ 3.ALL COtAVERCIAL BUI DINGS AS WELL AS RESiD£NTIAL BUIUENG5401 SQL Ff_OR GREATER f - - - 2'-0- - - 757 zquena galoantad _ - -- MUST COMPLY WITH THE 8'-8'DOOR HElGHTANDTHE RUN_AND MAX WICFHREI2Uit7FS.iEA''tS
- _ .. - ♦ _ _ (by-) 121/'x 12114'sough steel:dasherw?.!, 'taX - 4_ALL BUOIDINGS400 SQ FT_oR LESS WITH 72 DOOR HEIGHTARE ACCESSORIES TO - Cj -
• epertirra TSG ptyb RESIDENTIAL STRUCTURES: V 2' _
1'x 4'bridg59(54(4 ixaorg) - - _ - - 5_THIS PLAN WAS DESIGYED PERTH]FEC AND THE FBCR F_
- - B_FASTENERS FOR ROOF AND WALLS SNAILS SCOTS@TRUGRIP METAL TO WOOD FASTENERS C7 _
_ - - _ 122H'c4tr2pt - -
- - - - - j - - T x 4-banq(t ) bat61m Ptrsa - - _ - - AND SHALL SE 9.25 X t'.OR EQUAL-Wt 1 4BN)THREAD P87ETAA170N(TYP.) Z o
1'x4 mindbrace(typ)at _ -- . 2x6'ageMh 7_GUTTERS TO BE INSTALLED ONSITEBYOTHERSTHROUGL.O HCALCODES - I
Fr plybomd wg
Ourcorners 2x0p•Lsldo-rw EY-Bdia}'ThlsededRod SHED DESIGN LOAD REQUIREMENTS FOR THE: 2m�
E 2 �" 2014 FBC 5 Ed Lion 201 NEC 2014 FFPC
=1 - ptyboard - •16'to24 - _ -. - -Coup&ngxNeceswryf-Level - i 1 - Z ot+ - [-
slrrHpe5n HS z4,usP its 24C �T iT h MgpVENr DETAas eyeboltand ardla boned sat t hereby certify that I have Tevimed these plans along}vith Ili buld`i ig materials and Z e a n `•
eGUlxatcrHL( )za sh/ds scale.1'=14r Y 7 components used in the man'Ltt✓acturing of the sheds.The material and components O � .
T Forged EyeLioa �.
was coon Ile >n>Terh5rwi'xr ai>ii(2} have a Forida Product roval as uired h the Florida Stall Conwra ort Ru qN-3) Q e L
. - - - - SEE SIDE H£VATiONWITH DOORS AND L-ara nne ctlm - rxrgaN.m tsis,md
7xIL 3a Hardmrte Andtx or were analyied using the Vutc Stress Design All materials and co er7} iv Hr fi it>e.
j Wul00WS FOR INFORMAT1ONINOTSti04ytf - - .7`3
2014 Florida Building Code,the Florida Manufactured Building Act-ind-Mi Cr X24 i. .• v .J
SIDE ELEVATION 1 � i- 3 i
s ae _t MAp n TAn t; 11 E.C_fora category 1:Enclosed$wilding,Exposure"C",%HA a evil vEt "nY¢A � '`l., $ 1
=cater nss (three second gust) , _
rx -tna x. a moo0gmse _ •yvCRvil Lptr.4'o •'+S_" �= Ja I
r_,a m.a DESIGN PRESSURE -i uos . w
vx-r s 31.131 A2.aub 2 FLOOR LIVE LOAD 75;7SF t:-;+ fi c_ ', I i
_ + Vi2RING D[AGRPJU- - 't x4• Modes z_, �mne .e at eai.medx•e�r - ,DESIGN CRITERIA FLOOR DEAD LOAD BPSF. - -4 1-
t ) _ masre m+ewr t zrmIstome tine. 2 - Ul[DINGCATEGORY 2 • ROOFLNELOAD 20PSF -
. _ - - - - ---� N - - AY scaienLi. mild Y: .:. - SINt;IE}ig3XAL'GFRAt1CHON2 UILD11aGr-YPE ACCESSORYSTRUCTLFRE NTERN DEAD
LPPRFSS/RE #Q78 - •1
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vAlxg,hn!! z st s>b:.t Pasoi OIN 7fON'YPE dT .'
L i cab's 14,ga3airs- -35 _. to z.t nmabcdizd ua sd.st seembie4brspadng ' 0r
encessaOTanMetal - - - - scalaar� - DVELOCnO 180 MPH •"' [ J� ;2='
bozeY - -- _ - FLjjt
GFAautk2 #OFFLOOF2S.1 �i
. - RA71NC,N/A
- _
ENCLOSURE CIJ,SSLFlCATION ENCLOSED - - - h_H.E._t - _
. - -_ - _ - -'a .I•. •.r�.L° Ire .-7'C 1 �L.-a 'r 7�1' _t r1. - - - - -
- - - - - - - - - - --- _— - - - -  _ -alai vi _ _— � 7•I=_ �- —iirii WHIM�� — — _ __ ___ — — _ —
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED =- -
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR -
' 7 1_ BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
• 2 ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER. AND OTHER END TO LEVEL ONCE THE '
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).•
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3=THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE -�
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x4}"
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT.- THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE �C '
SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30" AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFOR TION
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB) 4- GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). COOE VERSION 7.4 5th *1201.0 th`�
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS UFACTURFR SUPERIOR SHEDS
5. ANCHORS ARE 'NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED.
AGENCY PRWESSOik SE N$=10LEWs
FOOTER .(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO BUILDING TYPE � �u t NG
SmOECE
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. CONSIRUCBON.TYPE v-e -
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2' HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE PROISCAON NONE 4
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2 FIREOCCup
SUPPRE$5ION srsr M NONE
WEDGE ANCHOR.
ovs
7. IF THE UNIT IS A 'NO .FLOOR' OPTION, ANCHOR WITH 1/2"x5' WEDGE ANCHOR THRU- THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORSALLOWABLE NUMBER of sroREs 4i E
2"x4" BOTTOM PLATE. BASIC VnNO SPEED w,-,°o 1-
1- BUILDING ANCHORS SHALL BE -MOBILE HOME' TYPE HP-1 SINGLE HELIX EYE
EXPOSURE 0
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL - AVERAGE ENCLOSURE ENCLOSED
- 1 • HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. INTERNAL PRESSURE COEFFICIENT +/_o.ia
TABLE 1 TABLE 2 TABLE 3A 2- ANCHORING SYSTEM TO.GROUND PER LOCAL BUILDING CODE (BY DEALER).
ANCHORING TO CONCRETE SKID RUNNER SPACING* PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 48. IMPORTANCE FACTOR -1.15
SHED WIDTH UPLIFT (PLF) ANCHOR SPACING SHED WIDTH Xt X2 X3 TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD
CONCRETE BLOCK QUALITY (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. ROOF LIVE LOAD 20PSF OR 3OOr-
• 20'-0' 400 3'-6" 13'-8' 1'-1O 1'-16)" 1'-10)" t 2'x8"x16' 1778LBS corr AND SAND MIX FLOOR DEAD iG.voa
13'-8" 280 3-0" 11'-8 2'—B" 6'-4' — II 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY TABLE 4A FLOOR WE WAD sm 75PSF—12sPSF OFT I.
CEMENT AND SAND MIX 30" AUGER ANCHOR SPACING - SINGLE WIDE I≤-
11'-8" 240 3 1i"" 10'-0' 1'-7" 6'_10' - Ill 16`x16' -`3950LBS ABS PLASTIC PADS SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX_ INTERIOR SPACING*** �_RLES WALLS.FLOOR. ROOF N/A
MODULES PER BUILDING 1
200 O'-9" 6'-6' - IV CONCRETE BLOCK QUALITY
10'-O" 3 6' 8'-0" 8`x8"x16` 1900LBS CEMENT AND SAND MIX HURRICANE PROTECTION USAGE NO
13'-$' 7.00 243 0-0"TO 3'-o" 10'-0'
_ '-Q' 160 - 3'-0" 6'-Q" 0'-10" - 51" - • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) HURRICANE SHELTER USAGE NO
QES 11'-8" 6.00 - 208 0'-0"TO 3'-0" 1 U'-o' SQUARE FOOTAGE IX IRAN 720 SCAT.
6'-O" 120 *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" 1. HOLLOW OR SOLID CONCRETE BLOCKS (8'x8"x16') MAY BE STACKED -
SKIDS ONLY. 13'-8"WIDE SHEDS HAVE (4) SETS OF SKIDS. - ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING 1O'-O" 5.00 174 0-0 3'' "TO -0" 10'-0 REVISIONS
2.ABS PADS REQUIRED ON 11'-8'AND I3'-8'WIDE SHEDS ONLY. - - REV DESCRIPTON DATE BY
4.00 138 0'-O TO 3'-0" 10'-0'
TABLE 3 s'-o' 3.00 104 0-0'TO 3-o" 10'-0"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
- ___________________________ - F
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW*(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER SHED WIDTH LW UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** r
PAD TYPE PAD PAD TYPE
(I) MTB f
13'-8' SW/DW 4_15/332 0"To 6" 6'-0 19361.8 1, II, III, OR IV - 18791.8 1, II, Ill, OR N 20'-0' 10.00 400 (1-0"TO 3'-O" 5'-0" C) Dote
11'-8" SW/DW 6.00/480 0'To 6' 6'-0" 2558LB I, II, Ill, OR N 2558L8 f, II, III, OR N *LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
- _ -- - - - ** LOCATION FROM END WALL OF AUGER ANCHOR _ _- Scale:
l0'—o" SW/DW 5.00/400 Cr TO 6" 6'-0' 24001.8 I, II, III. OR N 24001.8 1, 11, III. OR N •*• MAXIMUM SPACING BETWEEN ANCHORS (/) N/A
8'—O" SW 4.00/320 0"TO 6" 6'—O" 2029LB 1, II, III, OR IV 2133L8 I. II, III, OR IV 1. ANCHOR SPACING IS DESIGNED As PER A5CE-7. W ALL
_ - - - - 2.ALL MEASUREMENTS ARE CENTER—TO—CENTER. C) GENERAL NOTES
6'-0 SW 3.00/240 Cr TO 6" 6'-0"- 1658LB 1. II, Ili, OR IV 1866LB 1, II. III. OR TV 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1)ANCHOR PER EACH CORNER_ 1. FOUNDATION PLANS ARE NOT PART OF THIS
- - ADDITIONAL INTERIOR ANCHORS ARE REQUIRED F SPACING IS MORE THAN 10'-0" PLAN SET AND ARE GOVERNED BY LOCAL
• • - - ' - - I • LOAD WIDTH OF UPLIFT ON RUNNER - - - - - - - - - ADBETWEEN ANCHORS.. _ JURISDICTION. -
NOTES - _ - - - - - - - - _ 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2_ THIS BUILDING IS EXEMPT FROM THE FBC
• J 1.PAD SPACING IS END TO CENTER OF PAD. - - - EXISTING BUILDING;IN WHICH,ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE - - W ENERGY CONSERVATION CODE PER SECTION
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. _ - - - TO THE SIDE AS POSSIBLE ---I 1015.22 E -
- - -m 3_ REFER TO TIE—DOWN DETAILS FOR PROPER
3.USE SAME MAXIMUM SPACING FOR INTERIOR-SPACING. - _ - - - INSTALLATION REQUIREMENTS TO MEET CODE.
O
W
- I1 - - - 2"x2'GALVANIZED WASHER
2'x2" GALVANIZED WASHER WITH 1/2"NUT 1/2"THREADED ROD
7 • - WfTH 1/2"NUT OPTIONAL FOR "HIGH SET` - NOTCH OR COUNRSINK BOLT
THRU TE
- 1/2"THREADED ROD EYES BOLTED TOGETHER WITH 1/2'x2' - 2'x4'BOTTOM PLATE (f)
- - OPTIONAL FOR "HIGH SEf— BOLT& NUT WITH (2)2"x2'GALVANIZED 1/2"COUPLER
- - - 2"x4'BOTTOM PLATE NAILED ( -
1/2' COUPLER WASHERS (2,000LB SHEAR l7wACTTY) - - _ - _ 1/2'x5' (400 LB.) CONCRETE TO 2"x6'P.T. BASE - W - -- _
- --- 1/2'x12"FORGED EYEBOLT _ _ r. Q MIN_ - THRuWEDGE P ANCHOR
INTO
PLa - �___ MIN. p r� ._
--- _- - _ - _ (SEE TABLE 1 FOR SPACING) _ �L/
o =
• EYES BOLTED TOGETHER WITH _
- 1• , TYPE I. U. NI. OR N PAD WITH -- - - - - - CONCRETE SLAB BY OTHERS THROUGH
BOLT & NUT WITH (2)2'x2' GALVANIZED 1/2'x3" (400 LB.) SIMPSON A-24- CONCRETE SLAB BY OTHERS THROUGH - - LO(`AL.CODES AND JURISDICTION
BLOCKING AS REQUIRED (SEE TABLE 3).
WASHERS (2.Oo0LB SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION -
- (SEE TABLE 1 FOR SPACING) - _ - - - - - - o 1 1 /3/ 1 6
30' EARTH AUGER ANCHOR —IL - - - -
(SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION ~
• SHED WITH SKID ANCHORED TO CONCRETE ANCHORED TO CONCRETE
TO PAD OR BLOCKING Matthew T. Baldwin P.E.
TIE—DOWN W^r DETAILS Florida Lcense 64608
YY J F—
i
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