HomeMy WebLinkAbout15-16822 CITY OF ZEPHYRHILLS
5335-8TH STREET
. , �sis��so-oo20 168
. � BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16822 Address: 39146 7TH AVE
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: YINGLING ADDITION
Est. Value: Parcel Number: 12-26-21-002A-00800-0012
Improv. Cost: 2,167.82 OWNER INFORMATION
Date Issued: 12/11/2015 Name: WELCH DONALD & BARNETT ELOUISE
Total Fees: 75.00 Address: 39146 7TH AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/11/2015 Phone: (813)788-3179
Work Desc: INSTALL SHED 10 ' X 12 '
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
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Ins ections Re uired
FRAME
SHEATHING
FINAL I 2-"'C S -f�
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
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, City of Zephyrhills '
� BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � �(�{A�. � ��d(�i S k ��LCf-�
Date Received: � `�- — � — % S�
Site: 3� � �� �'�� /��d_
, Permit Type: S�L� .1�S�A��q i a v�J
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 pernut and/or plans.
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Kalvin Switzer— 1 xaminer Date `�Contractor and/or Homeowner
(Required when comments are present)
' ,SUPERI�R SHED, II�C. SALES ORDER AGREEMENT
DATE STOCK MANUF SERIAL# PO# SOURCE
�,2 4-/ �s 3 f 3 /� ��%i� •
BUYER�STNA E FIQST���� DAYPH�ONE�/�� NIGHTPHONE CELL
,(J� %d O
ADDR�S �9/� �� INSTALL ADDRESS IF DIFFERENT
�•
CITY COUNTY ZIP
� �i r �,� �� ,fI-�'c P� ��yo�
SU ERI ORDER LOCATION SALES REP
STYLE SIZE COLORS WINDOWS VENTS ELECTRIC WALL DECK
HEIGHT
g� l a x /�. �� �v� C�� a 6 l? ,Y 8 7G.� S��
PEAK BODY flOOF M
AC NOLE RAMP GARAGE DOOR ENTRY SIZE MHD RHH ADD
` DOORS: W X H LHH
W X H 6 8 9 Gb" G-y��
OTHER/MISC: �
FINANCE: Y N `"
PYMT:
COMPANY:
PRICE: $ � U ��
P
TAX: $ /'��/. �a E a •: =`~ �?,lj_
TOTAL: $ o���!a U as A �@ ` !•
DEPOSIT: $ K ,
CR CRD
CK � CASH
BALANCE DUE:
$ � `�
WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO DELIVERY SITE? Y N
ADDITIONAL FEES/INSTRUCTIONS:
�
AMPLE ROOM IS NEEDED.FENCES,SHRUBS,ETC.ARE PERMI7`S:BUYER IS RESPONSIBLE FOR ALL PERMITS.CONTACTYOUR LOCAL MUNICIPALITY.
BUYER RESPONSIBILITY A $100.00 FEE WILL BE DRAWINGS AND STATE CEflTIFICATION PROVIDED AT TIME OF PURCHASE.THIS IS A MANU-
CHARGED FOR RETURNED DELIVERIES DUETO SPACE FACTURED PORTABLE STORAGE SHED DELIVERED FULLY ASSEMBLED AND PLACED PER
PROBLEMS. BUYER ACCEPTS RESPONSIBILITY FOR BUYERS INSTRUCTIONS.BE AWARE OF SET BACKS.RETURN TRIPS TO MOVE SHEDS WILL BE
DAMAGE INCURRED BY OBSTACLES THAT HAVE NOT CHARGEABLE.
BEEN REMOVED.ANY SITE PREP BY DELIVERY CREW
WILL BE AT ADDITIONAL CHARGE.ONE SET OF BLOCK gUYER UNDERSTANDS ALL TERMS AND CONDITIONS OF THIS AGREEMENT.
AND ANCHORS PROVIDED.ADDITIONAL BLOCKS WILL �Q � p ��(� �
BE CHARGEABLE.PLEASE FILL OUT DELIVERY REQUEST gUYER: � d�. IJLJ.�y�,D�
FOR DIRECTIONS AND LOADING INSTRUCTIONS. Si nature `
DEPOSITS:DEPOSITS REQUIRED WITH BALANCE DUE ����'A�� I"' "" �'`�
UPON DELIVERY.UNITS WILL BE HELD AT LOT A MAXI- Print PPame
MUM OF 3 WEEKS PENDING DELIVERY,UNLESS PAID IN DATE:�2-�-� UPERIOR REP L�,�*��
FULL.BUILDINGS MANUFACTURED TO SPECIFICATIONS c
WILL HAVE A 20%CHARGE FOR CANCELLATIONS. LOT ADDRESS: �`�I o�I �J�r �j ��
GOODS:ALL GOODS REMAIN PROPERTY OF SUPERIOR ��� C�,,._��� ��� '�? S (7 3
SHEDS,INC.UNTIL PAID IN FULL.COLLECTION COSTS, / �
INCLUDING ATTORNEY FEES,WILL BE THE RESPONSI- Q /� t� /
BILITY OF BUYER. PHONE: O l3` /S �" /J C7 �
\ _ �. �
1 813aso-ooao City of Zephyrhills Permit Application Fax 813-780-0021
/ Bu[Iding Department
� Dafe Received ° Phone�Cantact for�Permittin '
; —
--�Owner's Name •L Owrner Phone Number <�"'�d�f"���
—�Owner's Address � � (� V � Owner Phone Number �� �
Fee Simple 71Neholder Name � ' � Owner Phane Number �— �
Fee Slmple Titleholder Address
�08 ADDRESS � LOT# C_��
SUBpIVIS10N �— � PARCEL Id#
(OBTAINED FR4M PROPERTK TAX NOTICE)
WOEtK PROPOSEO • NEW CClNSTR ADDlA�T Q S{GN Q Q DEMCt1.ISH
�,,e: INSTAI.L 8` REPAIR '
PltOPO3ED�USE [� SFR Q CQMM � OTNER
TYPE OF CQNSTRUC'�ION [� BLOCK ` [� FRAME [_] 'STEEG [� �
DESCRIP710N OF WAR� �J L�. S 'i�✓
BUtLDtNG StZE I�X�'1��' �� SQ Fp4TAGE /?-ta _ .- HEIGHT t�__�,!�
����i����'' � ��� � .�'i"} VA�UATION"tOF Tt)TAL CO�JSTRGCTION �
•fJ �[
QEl.ECTRiCAL $ AMP SERVICE Q PFtOGRESS E[titERGY [� W.R.E.C,
� � .
OPLUMBING � � , � („�y�L�
� v
C]MECHANICAL ($! � VALUATlON OF MECHANICA�INSTALL,4Ti0i+!
L � �
[�GAS Q ROOFIAlG .Q SPECIALT' � - . QTHER
FINISHED FLOOR ELEVATIONS �� F1.00D�ONE AREA QYES ,NO
� Y• • - " . '�` . � •�t' !t�� -_t �� t-���....� . � - _ _...___ __`
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--��,���R____ �"Ia �{ � -� � �r-��� �����-��T _. - -����. . '
SIGNATURE REGISTERED Y/ N FEE CURREA Y-/N
Address - � , • Ctcense# � �
ELECTEtIC1AN. � 'COMPAP!!Y' " ' �
SiGNATURE � REGISTERED Y/ N F�CUwtE��^ �Y/N '
Addre�s , LEcense#:� �
PLUMBER ' .GOMP,ANY . ,. .
SiGNATURE'' ' �REGISTERED Y/..N•. � ',;FEE�CURREA �; Y�/N.'
Address . _-�icense# � , • , �
MECMANlCAl: � ` '�pj{�pp�,�y �
SIGPIATURE' REGIS7ERED ,Y.,/ N � FEE CURRE� Y/rN -
, , . , .
Addre�s� - � _ ' , . � Cicanse# � �
OTliEEt - � , � , ','COMPA�tYi :' u '
StGF1ATlIRE " � ` •' ' ' � REGISTERED� Y/ N.,.. FEE CUFiRE� Y/N
Asidrass - � _ . �Ecense# 1 ` � �
�,. ....
RESIDENTIAL � ;Attach�(2),.i?ta6Rlans;-.(2)sets.of'Buftiling`t?l�iis;(1)'sef of;Eaergy�Fa"tins;R=Q=W:Pertnit for new canstruction,
_- �• .._ .. , .,. .. ,
,� Minimum:ten,(:10);rn+orking;days:after,:submlftal-date.�:R'equired onsite,�ConstiucNon�Ptans;�Stortnwater Plans w/Siit Fence installsd,
"��j Sanftary Facil(ties;&;�1�,dumpste_r,�Slte WorlcxPermit for subdivislons/large.pro)ects . ; ,:'- ' � �' .
COMMERCIAf. Attach(Sycoiiipiete�sets'of Suitdirig Plans ptus a��(fe Safety�Page;{1}set of Energy Famts.R O-W Petml##or new construc�an. -
Minimum ten(10)working days after submtttal date. Required onsite,Canstructian Plan�,Stortnwater Plans w/Silt Fence installed,
Sanitary Fadlitles&1 dumqster.Site Work Pertnit for all new�proJects:.All commerctal requlrements.must meet aompllanca
SlfN PERNfiT Attact�'{2}sets of Eiigineer,ed:,Plaris.. -. � - .
"""PROPERTY SURVEY requlred„for ail NEW consWcUon. .
Dlreet3ons: , . .
Ftti out applicatlon compietely.
Owner 8 Contractor sign badc of applicatlon,notadzed
Ef over 52�00,�Notice a#Cammencement[s required. {AlC upgrades over 57500}
`" Agent(for the contractor)'or`Power of Attomey'(frar ttie owner)would be someone with na'tarized letter from owner autho�izing same-� ° ��• �� °-h
„ . � . .. � i - . ,_.
�YER THE CCttil+fTER PEF2M}'i'TiAlG- --{Frortt of AppllcatiamOnly) - - . , �. _ _�'_ � . .,_- `
. �. :�. , .. .
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) ; �� � - ,, -, -. �`°�'_ � -��
!^, .._ . ' � U ,
_. ... .' _' ' � � . � t. . � " � S� ' .�
Drlvewaya-NoE over Counter�€on public roadways..needs ROW .... .� _. ,Q_�q,_.,�..� . ..3.A.,..... ._
NOTIC�OF DEED REST.RICTiO�iS: The undersigned,under�tands:th�t;thl�.°p�rml�may�be.�subaect.to°deed"restrlcttoi�s"K.� ,'
which may�.tie;more�:r.estFictive-th�ln Coiurifjr`�i�g�laf(ons:`��TFie�und:'eirsignea'`assumes`responsibtlity'foricompilance�with'any ` " '
appAcable deed=restriatlons. .,.. ..,. , �.� � • . , ..,._. .. �_ �- . �
UNLIGENSED CONTftACTORS AND CONTRAGT01t RESPCtNSlBIkIT1ES. �aif�the ouvner has-hire���a"contrac#or or
contractors to underte�ke work, they may�b,e:.r.�qulred=to=be;licensed:in accordance:with�state.and,alocal�,,r�gulatlons. �if�the�� Y °
contractcit Is not lic�itsed�as�requir$i!�'�!y IBW, bOt#Y�t�t@ OWfi@��t1d-GOttUBGtOT=�may be=clt+�d foc'a�sn#sdemeanot ulolation
under state law. If the-owner or Intended��contra�tor;ere,:uncertaln as to.what Itcensing;requtrements,w;`may.;appty��.for=the'- �•
, , ., . . : �..
#nkended inrork,they are a�'vlsed to contact the Pasao County'Building'Inspeiitton Dlvlsiqn--l:lcensing 5ectlon at 727-847-
8008. Ftirttiermore� if the owner'has�filfed a iionfractor`or contractnrs, he is acivEsed ta have the contrac#o�(s);,slgn, .
,..,. f,,,,,;: _ _.
pnrtions af the "contractor,.Block°of_thle_application for_which.they. wlll.be,r.e�p.onslble. . If..you,xas#he ovime�`sign`as'�tlie' ` '�
contractor, that�may�be an lr�dication'that`he 1s not:prope�lp licen"s"sd`and'�is'riot entl8ecf'#o pertmltt#ng�pr�ulLeges In Pasco
County. � , �..,,�ue.. , .
TRANSPORTATION�IMPACTlUTILITIES�lNlPAC'��ANb RESOUI2CE REC0IIERY��EES: The underslgaied"understands ,
that Transportation Impact Fees end.Recourse Recovery.Fees tri�y��spply�to�the=,canstruc#tan:o�new_buli�ings�>change��of`�`'�` �`� -
use In exi&ting buildings, or�zezparrsian�rof��ezisti�i�`�6uildings, as speclfled.in Pasco County O�dinance n�mber 89-07 and „
80-07. as �mended...:The undexsigned �Isa'ur�ders#ands� th�t�such fees;�ass�may��e:{due;;wltl;�be tdenfi��d at the�`timet�of,:.,: �-,;'t `
permitting. It Is tu"rtlie�understoad that Tra�sportatlon Impacf�Fees and°Resoucce:Recavery�Fees;.mus�be paid prior to �
rece�ving a"ce�fiflcate at occupancy''�or flnal��powe.r:-.retease. :1#�#he.pro�ect.does;.not involve�a:cert4�tcate of occuparicy-�at�`�:�::.,, .
flnal power,release;'the,fees mti�t be�patd,pclor tor pecmit Issuarice. Ft��thermora;��if:Pasc4:Counfy`1NaterJSewer�impact : ���•���
fees are due�.they must be�pald=prior to,permit,lssuance=ln.accordance witfi:appllcabte.Pasco'.County-a�di�ances. • �
CON�TRUCTit}N"GIEN�LAYII{Ch�pter 713,t�laNda Statutes�aa smended): If vatua�on of work is$2,500.OQ;or more;..l- = 1
certify that I,-�he. applicant;_-have:been _provideil��with-.a-copy of.the "Flarida� �onstn�tctlon�=Lien .L.aw�--Homeawner's
Protectlon Gutde" prepared by�ttie Fio�ida Depsrtmer�f af Ag�ic.ultuce and Const�,mer.,Aff,airs. If the applicartt Is someone , <
other than th�°owner", I cert(fy,-th�t i h�ve,ob,tra.tned=aVcopy,of..the.abave.described:clocun�entiand.promis�:,in,good,faiih,to
deliver it to thew`..owne�'�priar'to�cb`mmencement�"" �` ' ` � ' ' ,
CONTRACTCiR'SlCiYVN�R'S AFFIDAVIT: 1.certiiy:°:th�t;atl the�,information:tn�thi�applica#lon is accnrate�nd that all work •
will'be done in compliance with �all appllcable�laws regulating canstruc#lon, zoning and:�land�'development. Appltcation is
hereby made ta ob#ain .a petmlt;:to�do..uu�r.`k�.and-liisfallatlon as Indt�sted:...:,:1� cer`.tiiy tha# no work`:ar Installatton has
cammenced prior ta Issuance of a�permif"and that'.all work will be pertormed�to meet standards-�of a1B laws regulating-
construatlon, County and C�ty cades; xoning regutatia�nst and land develapment cegulativns�in t#ie Jurlsdlctlon:� ! al'so _
cert(fy that 1 u�derstand th�t the;regulattons o1`other government agencies may�appiy�to#he Intended work, and that it is
my responslbllily to identlfy�what,acttona I must•take:to.be,ln�corrlpllanca: S.uch-agencles Include but=are.not Ilmited to: +
- Clepartment of E�vtronmentat�Pro#ecttan=Cypress.`Baj+l�ead�, We�end Areas and Environmentally Sensltive ,
Lands,Water/Wastewater Treatment. '
- Sauthwest Ftar�da Water Managerr►ent .C�tst�ct 1Nells, Cypress.� 8�y�eads; Wettand Areas, Altering i
Watercaurses. - � � �
- Army Carps of Englneers-Seawalls� Docks,Navtgatile Waterways. �
- D�part�eroent of,:Heatth:'.�..Ret�abllitative.Servt�es/�nvitanmer��l �ealth Unit:Wells� Vltastern�ater=Treat�nen#�
3eptic TanKs: � " � � , _ ,
- US Envir�itmental Pro#ectton Agency-Asbestos�bateme.n#. ' -- -
Federa)Avlation.Aulhority;-,Runways: -
i understand.that the foAawltig.fes#�Ictlons apply to tiie use af flA: _
- , Use of fip is no#aliowed in Fioad�Zone"V"uMess expressiy permitted. ;
- If the,:fill materiaf-'is to'b.e used:In�:Flaod Zone. "A", It is underetood that a drainage pl�n addre�sing a �
Gcompensating valume"w1i1 be submltted at#lme of:permiEting wlilch is prepared by a profe�slanal englneer
Iicensed by'#he,��tate of'Flotida: � , � � �
- !f the f�11 materlal=is�to be:used tn �lood �otte 'A" Itr connectlon�wlth:a:.permitted buifding ustng stem wall
� cansuuctfon, I certifjr that.flil.w�li:�be�.used oniy.to.fiil the area wttMn�the�stemtivatl:
- If fill materla! ts to be used in any area; I .certify t#�at use. o#'such flll will not adversely affect adjacent
properties. if use af fill is fonnd.#o.adversely:�fifect ad�a�an#-prcipe�tie�,.the awner may be�ifed for ulola#ing
the condi#ions.of the b�ilding:permlt--Issued=under the'attached �ermit application� for:lots�l�ss�1han.ane (1)
acre whlch�ra elevated�tiyr flll,a�t englneered dralnage piar�1s�equir�ed. � . .
If(am the At3ENT FOR THE OIMNER, I;promise In good�faith to inform�#he�owner af�the permttt(ng cand�tians set forth tn
thts atfidavit�pnor to commencing conshvct4vn. 1 understand thet�a-s�parate permlt may be requlred for elecMcaf work,
�;,��-�r �
plumbing,.signs,.welis,.paals;, alr condittaning�-.gas, ar.oti�er instatl�ttnns nat•spac�Ecatty 1ncluded-in.#h� applEcatton. .A
permtt Issued shall be construed to be�a�Iicense�to�proceed with�the�work and not°as:authoNty.ta._violate��'cancel. alter, ar �
set aside�ny provlsions of the.techalcal,cade��;�nor shail lssuance�of a.permlt.prevent the Buildlrig O€�1cf�1 from thereafter.
requirin,g a carrectlon,af errors In-pfans;conslructlon or irlalatlons of-any codes. �very-p�ermlt-[ssued sfia116ecome invalid
unless the work author#zed.by such permlt��s.commenced�wtkhln sUc�months of permtt lssuance, or if wo�k authorized by
the permif is suspended�or,ebaradoned�far a;periad;of si�c�)�montF�s::after the time the�wo�k�ls cammencecf. An extension
may be requested, In writlrig,f�om tNe'Building.Officlal for a pericd.nat to exiceed nineqr�(90)"days a�d-�niill'demonstrate
jusk�ia�ile cause for.�the extenslon:1f work ceases;for nlnet���9���cansecn�lv+�:d�y:sr.:th��ob�ls.consid�red-�bandoned:- _�_� _. _�
WARNING TO OWNER; YOUl�.:F.AIl.�lRE�Tt,�,RE�ORD A:aMC1TIGE:OF.�COMMEMCEMENT;MAY°RESUI:T IN'Y�UR
PAYiNG TWiCE:FOR-iMP�;tOVEMEN.�'S�Tfl YE3Uti>:PRtaPE1tTY:��IF°.YO.U�liVl"�EWa�TQ�iBTA1N�FIN�p�1NG;'C.CINSUl.T
WIT U D � N�A O N � FOR ��,��EGOR� �• OU �' '
. _ _ . . � . ..
Fl.ORiDA JUttA�'(F.S: .1�8} � _ _
OWNER dR AO�NT . "��� v CONTRACTOR ��
3ubscribed and swors�'fb(or s �ened}be me this Subscri6ed'and'svwm ta(ct afil�med}•b�fare me ftii�
by ..by...
Who Is/are pe�sanally knrnm to.me.or hae/have produced Who.lslare personaltyaci7awn•b.me or heslhave•�roduced • �
as id"entl�ca8an. as ldenNflcaUon.
,7 � .
l�
l.�f Notery Pubtic Natary Pub1lc
.r.�.......�.... •
Co Issi t��::�ue••, JdEL .B _ ,,r, Cammis�lan•No. .
:: ':.= Commission#FF 137073
_�� �a: Ex ires June 29 2
Name of N ta" ,'' ,p!#�tetltioR�atept�dteeeo-aas.ra�a Name of NotarY lYPed,printed or st�mped
• ' , DISCLOSIIRS STATEI�NT FOR OWNLR '
,
' CITY OF ZBPIiYRHILLS SIII7�DING DBPARTN!$NT
I, ��a'U('"� P �/"I?��2-� have read aad fully uaderstaad aand
agree to the provisioas af this iastrumeat.
The uadezsigued s�ates and affirms that he or she is desirous of eonstructing,
renavatiag, adding to or reroofiag his or her owa domiaile, that he or she
actually oacupies, or will occupy }sy said domicile, and same is not for
rent, laase ar sale. That he ar she sha11 aamply with. th� foll.owing eaaditioas:
I
1. That the owaer and he or she aloae shall aet as the builder far all phases af
constructioa.
2. That the owaer will comply with all pzovi.sians of the City of Zephyrhills
ordiaaaces aad codes pertinetat to the building.
3. That ia �he eveat variaus phases of coastructic�a are svbcon�racted, he will
engage only groperly liaensed subcaatractors aad will personally sugervise
auch work.
4. 2hat in the eveat the Building zaspeetar shaZl requ%re correctians to be made,
the awaer will assume £ulI xespoasibility to iasure they are made, astd upaa
completioa wi11 call fox a reinspectioa before proceediag with the buildiag.
5. That the awaes shall as�vma full respoasibility for the coastructioa aad w311
not eacpect supervisioa af his work from the City o� Zephyrhills Suildiag
Departmen�.
6. That prior to final iaspectioa aay additional fees, iacludiag re3.aspeation
fees, mus� be paid in full. A writtea raquest from thie office shall
eaas�itute aa afficial aotice ta pa�r addi�ioaal fees.
7. That the owaer shall comply with all City, Sta�e and Federal laws ia regard to
social seaurity, workman's compensatianr Zien laws, etc. , where applicable.
e. That the owaer shall comply `vith all the eafety codes i�sued by the Florida
Industrial Commisaion.
9. State law requires construction �o be doae bg liceased caatractors`. Yau have
applied for a permit uader aa exemptioa ta that law. The exemptian allow�
you, as the awuer of yaur property, to aa� as yaur owa eoatractor with certaia
zestrictioas evea �hough you do aot have a license. You must pravide direat
oasite superva.sion of tlxe coastructiaa yourself. Yau may build ar imprave a
one-£amily or �wo-�amiZy residenae or a farm outbuildiag. You may also bu31d
or improve a cammezcial buildiag, provided your coets da aot exceed $75,000.
The buildiag or residenee must be for your awa use or ocaupancy. It znay aot
be built or su,bstaatial].y improved for sale or lease. xf yau se11 or lea�e a
buildiag you have built ar substaatial,ly improved yaurself w�ithi.n 1 year after
the oonstruction is complete, the Zaw wil3. presume that you buil� or
substaatially impraved if for sale or lease, which is a violatioa of �his
exemptioa. Yau may aot hire an ualicensed persoa �o aet as your coa�ractor or
�o supervise people workiag oa your buildiag. It i.s your respoasibil3.ty �o
make sur� that� people emg3oyed bg you have liceases required by state law and
by caunty or muaic3.pa1 licenaing ordiaances. You may nat delega�e the
respousibility for supervisiag work to a liceneed contractor who is not
Ziceased to perfcrm the work being daae. Any gersoa wozking oa your buildiag
who is no� licensed must work under your direc� supervision and must be
employed by you, whieh means that you must deduet F.I.C.A. and withhaldiag ta�c
and provide woxkers� campensation for that employee, a1Z as prescribed by 1aw.
Your construction must comply with all applicable laws, ordislaacee, buildiag
codes, aad zoai.ng regulatiaas.
� OWNER'S SIGNATURE �DAfiE �..Q,t/i c� c�-U/S'
�ADDRESS • / �,,
�PHONB
TnIITNBSS 1.�� PSRMI'T # I.��,'�,
,��;�::.�„'4;°�.�'.ti>�:, :9 Y� (ci?d3u���?ii:���i<?�-C�E'3�f".'��6�a'€
n J LJ��I����'�,��' ��4'�f's^�Ct:tk?�':.Ga'�'G�`a�##,�el
*��O���SI(��#�S� �����3=�
���.��k��e�:, 6�ir��w���-�€"��
C;�C�t��€a=,1�'a�; £�k�,��t�:&5�.#�i.�z�?�• �:x:�:%�i�>€�''.�'i
Ken l,avasot�,�ecrei�ry Rick�c��#,Ga��Gr�c�r
October 14, 2013
Alex Martens
Superior Sheds, Inc.
2323 S.Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration�Date:.October 14, 2016
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 installation in Florida. �(
, Construction or modification on a manufactured building cannot begin until the Third Party Agency I
�-
has approved the plans in accordance with the current Florida Buildang Code. YourThird Party I
Agency is a contractor for the Department and has statutory authority and responsibilities that I
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. Piease 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 DepartmenYs 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 certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS (www.floridabuildina.ora) 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.floridabuildina.ora to see valuable information on the Florida
Manufactured Buiidings Program.A copy of this letter must accompany applications for local
i building permits.
Sincerely,
, ����Y
Robert Lorenzo
Manufactured Buildings Program
cc:National Design and Inspection, Inc.
- - - - - --- -- -- - _- --- PSI APPROVAL 2015-06-23 _
MIAMI DADE APPROVED WOOD PANEL SIDING 01-01-2012
03-20-2012
SHINGLE ROOF OR BARRELTILEISTEEL O6-01-2O1`
OR ROLL FORMED ALUMINUM ROOF FASTENERS FOR ATTACHING SIDING SHALL
BE NO-STAINING BOX,SIDING OR CASING NAILS.
FOR PANELS "THICK OR LESS,USE 6d NAIL AND
2'X 4"RIDGE BLOCKING 8d NAILS FOR THICKER PANELS.
BETWEEN TRUSSES PANEL SIDING APPLIED DIRECTLY TO STUDS, OPTIONAL ROLL LAP
SEE HIP TRUSS DETAILS SPACED IN ACCORDANCE WITH THE SPAN ALUMINUM ROOF
SEE HIP RAFTER DETAILS RATING AND FASTENED WITH 8d GALVANIZED BOX
NAILS OR EQUIVALENT,SPACING 6 INCHES ON
4"X 4'P.T.HEADERS CENTER AT INTERMEDIATE STUDS IS AN
ALTERNATIVE TO THE WOOD STRUCTURAL PANEL
4"X 4"PT_POST SHEATHING CONSTRUCTION SPECIFIED IN THE OPTIONAL ROLL LAP
RAILING SECTION(fYP_ CODE FOR WALL BRACING. ALUMINUM SIDING OR
BETWEEN ALL POST EXCEPT VINYL SIDING OPTION COMPOSITE CONCRETE
(2)2"X 4"TOP PLATE SPACING BETWEEN ENTRY)HEIGHT IS 36" SIDING
EXTERIOR WALL STRUCTURAL BRACING:
SIDE WALLS /END WALLS
' UjfJ Jill BANISTER IS 3 "J" BRACING MATERIAL
INTERMEDIATE 4"X 4"POST SIMPLEX THERMO-PLY(STORM-BRACE)
MAX SPACING AT 4'-O"NOTCH FASTEN WITH 0.120 X 1 'COILED ROOF NAILS
TO REST ON 2'X 6"SIDE RAIL 4"X 4`P.T.RUNNER
4"X 4'P.T,RUNNERS ATTACH TO HEADER W/BC4A (FE' CENTER(EDGES)AND 6'ON CENTER
SIMPSON or Equivalent POST (FIELD) ISOMETRIC OPTIONAL SIDING FOR
ISOMETRIC OPTIONAL PORCH FOR BRACKET,BOTTOM ATTACH -
INSTALLATION:
HEDS
HIP MODEL SHEDS TO SIDE RAIL W/(8)3"X.131 STRUCTURAL SHEATHING SHALL EXTEND HIP MC)KID MODEL
CONTINUOUSLY FROM TOP OF ROOF RIM MEMBER FOUR SKID MODEL p
SCALE:N-Ts- GALVANIZED NAILS&(2)A-35 _
INTERMEDIATE JACKS AT 16"O/C SCALE:N.T.S.Nw {i
SIMPSON CLIPS or Equivalent TO BOTTOM OF FLOOR JOIST RIM MEMBER WITH FASTEN SCHEDULE =p
FASTEN TO TOP PLATE W/ ALL SHEATHING EDGES EXTENDING "MINIMUM -1 of 0 M I
SIMPSON H2.5(fYP_) 12 1 O 2 �+--
or EQUIVALEN T �5 OVER 2"NOMINAL LUMBER OF THE SAME SIZE N
AND GRADE AS EXTERIOR WALL FRAMING. -1 O
PRE-FRB HIP RAFTERS SHINGLES OR METAL ROOF BRACING SHALL BE LOCATED AS CLOSE TO EACH TGALV. - Z cc m
(4)REQUIRED OVER 30##FELT AND " CORNER OF THE BUILDING AS POSSIBLE AND GLY. I O
ROOF SHEATHING AT ENTIRE LENGTH OF BUILDING. °-
4"X4
"BEAM AND OR 7"OSB O
4"X 4"POST
fl ENTRY DOOR
CONNECTED W/
(SEE NOTES:2,3,&4)
SIMPSON BC4A POST
4"X 4"PT_BEA 1 i
BRACKET or zII 4"X 4"RUNNER CONNECTED TO
EQUIVALENT(SEE FLOOR JOISTS W/SIMPSON CONNECT POST TO BEAM h f7rnu,tiun NPJL
POST CONNECTION II HS-24 CLIPS or EQUIVALENT W/SIMPSON BC4A POST BRACKET /<,BuiLlOn 1 O
>
DETAILS) or EQUIVALENT "� C)
LU ch
4"X 4"POST NOTCH AROUND
CODE REVIEW tio Q Q
4'X 4"BEAM 2'X 6"FLOOR FRAMING FASTEN 4"X 4'P_T_POST Professional Service industries r v o FIELD
SUPPORTED W/ WITH SIMPSON A35 or EQUIVALENT 1748 33rd Street 1 ETE P AT v t _ =t Q' W
HIDDEN 2'X 4"JACK (SEE POST CONNECTION DETAILS Orlando,Florida 32839 r PAN 1 X 1'METAL T WOOD 2 O
2'X 6"SIDERAIL Flan P.eY:ex r:William E.Newry,I II 50 85 X 1 •STRUCTURAL-CONNECTOR SCREW CAN BE USED IN PLACE OF 1 "X.131 FULL ROUND BEAD J
STUD Icr m sl8seeo FASTENERS NO.10.142 O _O
CONNECT LEFT OVER AREA to mU0o=o6 DfTAILs i HEX HEAD WOOOTTIE W/ DETAI 2 FASTENERS NO.10 X t >
LL 3'-0`MIN. FL S41-74,S`.?31 � �
8'-0'MA)C OF POST TO 2"X 6'SIDE RAIL wt 8��� f.. gda EPDM Y1AS MASTE72-RIB WODDSINDER W/EPDM = — W
1-s' 61_5" 1'-19• WITH(2)SIMPSON A-35 CUP P_T_DECKING a W
7'Yf' TYP ADVANTAC,E PAN�S��avASHERS
or EQUIVALENT .��r�r1� 1 i — O O r�
FRONT ELEVATION 2"X 6'FRAMING ASCIA SCREWFASTENERS-ERNE RIDGE&ENDWALL z
4"X 4'P_T_POST NOTCHED c)
OPTIONAL PORCH AREA AROUND 2"X 6" RIDGE N
SCALE: '=t•-0' FRAMING SCREW FASTENERS-I MEDIATE SUPPORTS
BOTTOM VIEW POST POST CONNECTION P a 0 o
T-10 ALL LIJMBER42 PINE OR CONNECTION UNDER PORCH DETAILS SHED DESIGN LOAD REQUIREMENT FOR THE Z
fig{ SCALE:}'=1'-0` SCALE:/"s1'-O" (� eT
2014 FLORIDA BUILDING CODE r~
3'X 8'MTek CONNECTOR PLATES - I hereby certify that I have reviewed these plans along with all building materials and ( Cl)-M
3"X 5'MiTek CONNECTOR PLATES W
OR EQUIVALENT components used in the manufacturing of the shed.The materials and components either W p
tcI I I MTS-12 SIMPSON STRAP have a Florida Product Approval as required by the Florida building Commission Rule(9N-3) _Z Q
MTS-12 SIMPSON STRAPO Ft trJ
OR EQUIVALENT or were analyzed using the Vult Stress Design.All materials and components comply with (9 c D-m
DOUBLE 2•X 4'TOP PLATE DOUBLE 2'X4'TOP PLATE - Z O N
the 2014 Florida Building Code,the Florida Manufactured Building Act and Rules,and Co-1 d)
3'-10"
HIP RAFTER the 2011 N_E.C.fora Category 1:Enclosed Building,Exposure"C",with a wind velocity ofIIII
3'-0' 4: 3'-0' 3'-7D' SCALE:- 1'-0•
6'-10' - B_10' ' -ir--ri 3'X5`MiiTek CONNECTOR 180 M.P.H.(3 second gust)
13' 8 LATES BOTH SIDES,ALL JOINTS WIND LOADS Q E O O
O tt
DESIGN PRESSURE -J Q
HIP TRUSS DETAIL fl N2 P.T.2'X 4 2'X 4'CONSTRUCTION FLOOR LIVE LOAD 75 PSF o, > Z
(2)REQUIRED FRAMWG(TYP_) FLT-R DEA LOAD 125 PSF .W
FLOOR DEAD LOAD 8 PSF
FOR SHED WIDTH OF 11'-8"OR LARGER REMOVE 12 OF t.'2 P.T. liii 12}'X 12}'ROUGH ROOF LIVE LOAD D 20 PSF
4"ALUMINUM LAP SIDING ON INTERNAL DEAD PRESSURE COEFFIcI O
SCALE "1`-0' 2'X 4'BOTTOM PLATE- OPENING +t-0,18 Q
FRONT,ALUMINUM DOOR SKIN DESIGN CRITERIA - D m
ON BACK UILDING CATEGORY I N
ONSIRUCTION TYPE Va
_ shee[2
Y ND VELLOCI Y 180 1-(. of 2
16'T024'4- OPTIONAL WOOD FRAME MEAN HEIGHT. &43 FL
,DOOR CONSTRUCTION BUILDING TYPE ACCESSORY STRUCTURE `I
1 u'nRO VENT DETAILS scats:N_T.S. FIRE RA 1 G OF FLOORS 1
OSEO C NIA
SCALE_t"=V-W NCLOSED CLASSIFICATION ENCLOSED A.Cl&H'n,y)P
LFE" 8
- --- -- --- - -- - - PSI APPROVAL 2015-06-23
MIAMI DADE APPROVED HIP TRUSSES 16"O/C01-01-2012
SHINGLE ROOF OR BARREL TILE12 W1) 'WEDGE ANCHOR W13 MIN 1.BUILDING S 40 PVCTO ALLOW FOR
See page 2 for details) 5 I() MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. 09-20-2012
OR ADVANTAGE STEEL OR ROLL ( ofi of-2ces
ADVANTAGE(STEEL) (2)2'X 4"TOP PLATE EMBEDMENT INTO SOLD CONCRETE 2 ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
FORMED ALUMINUM ROOF SLAB THROUGH 2'X4" PLATE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED THE OTHER END OFTHE BUILDING
(2)2"X C P.T.DOOR BUCKS (SEE TABLE 1 IS BROUGHT UP TO LEVEL AND BLOCKED,THEN THE CENTER OF THE BUILDING IS BROUGHT
2`X 4"RIDGE BLOCKS EACH SIDE WHEN GARAGE
STUD UP TO LEVEL,BLOCKED AND SHIMMED
BETWEEN TRUSSES DOOR INSTALLED WI(2) MIN. MAXI BOTTOM PLATE 3.AFTER THE BUILDING iS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
III TI II I II ll-"II III 2'X4 HEADER 2'X6'ET.PIA ACIrNG.
1"X 4'EXTERIOR TUFF TRIM (� ) HE1GH 5 �� 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING.HOLES ARE
FASCIA W/0-0024 ALUMINUM W H>1GHT 6 T O 4 DRILLED THROUGH THE 2'X4"BOTTOM PLATE WITH A}'AUGER Err AND THE EYEBCLTIS
4"X 8"COMPOSITE a ii UI ENTRY DOOR FASTENED INTO PLACE THE HOLE IS DUG FOR A 30'EARTH ANCHOR AND 13ACK FIIIED.THE
CONCRETE SIDING OR OR 26 GA.STEEL DRIP EDGE III II ii JI Il JJ (see notes 2,3,&4) SHED WITH FLOOR REMOVED EYEBOLT AND ANCHOR ARE FASTENEED WITH A 'X 2-BOLT AND NUT.
ALUMINUM TRIM W/ 2 X 4"TOP PLATEIII k I II II III ANCHORED TO CONCRETE 5.IF THE UNIT IS TO BE ATTACHED TO A CONCRETE SLAB THE BUILDING IS SET ON THE
�" (3)2-X 4-CORNERS scale:N.T.S. CONCRETE SLAB AND SHIMMED UP TO LEVEL A HOLE 13 DRILLED WITH A HAMMER DRILL
ALUMINUM SIDING 2"X 4"STUDS 16"O.C. 2"X 4'BOTTOM PLATE INTO CONCRETE SLAB I OFF RIMJOIST.THE EYEBOLT IS FASTEN THROUGH THE BOTTOM
@_ �'
WINDOW OPENING TyP LSTA-18 SIMPSON STRAP PLATE AND A A-24 SIMPSON CLIP IS PLACED OVER THE}'X 2'BOLT AND NUT IS THEN FASTEN
see wall anchor OR EQUIVALENT SEE THROUGH THE EYEBOLT AND A-24 SIMPSON CUP.
VINYL SIDING AND WOOD PORCH OPTION F( 3'-o'mm.� details 'x 12"forged eyebolt WALL ANCHOR DETAILS GENERAL NOTES&SPECIFICATIONS FOR AUGER ACHORS SEE PAGE 2) 6-U'max HS-24 1.Bu a s e home"type eye
antho
SIDING OPTIONS SEE PAGE 2 SIMPSON CUP manufactured by Home Pride of Bristol.VA The >era a ng power Is
--varies(6'-0"to 13'-8") I OR EQUIVALEN not less than 4,90CM.
2"X 4"BOTTOM PLATE (2)Z`square ga[v.with
MOBILE HOME DOOR END ELEVATION TWO SIDE MODELS W/DOOR 2.Anchoring system to ground per t 'Idln9 Vt
ler)Locate anchors
concrete slab 'x 2'bolt&nut pPe��Taus 4_ q
(OPTIONAL) SCALE�'=1' by others SIMPSON A-24 CUP 3.£ ttors shaft be lo 4I1-" „lltPi81 ystem.
4"X 4"RUNNERS 12 through local OR EQUIVALENT - ble2 Runner Sparing
5
SEE WALL ANCHOR DETAILS TRIPLE 2X4" codes 4' {870 A UPUFTRATiNG -40 • -11'
ORNERS ( =' -
-
SHED W/SKID ATTACHED - —
ISOMETRIC OF SHED if ANCHORED TO CONCRETE ues{�mandoI"-slm (�i4 4 s 1 edshsve 4 setofskids.
SCALE:N.T.S. S tt Foo�ri F'ad Spa4g For g' le L� ()
SCALE=N.TS. TaWe 3 �Po 0 'n9 J I
40'-0"MAX.LENGTHII II Er d Pad u n or nner
4"X 4"RUNNER TYPICAL11 II 2"SQUARE WASHER or 1 7 t O
FLOOR JOISTS{TYP.) ty '
ADDITIONAL 4"X 4" 2"X 4`STUDS WI NUT �' h oorr cMV
Q16"O.C.typ.all 2"X4' LL
F9 PTJ
RUNNER ON 13'-8'WIDE I I or O N
X SHEDS ONLY see wall anchor PLATE cars pacing Is end b p,L () .j)P
in 125 OPTP FCOOR LOAD 2.2.Pad s other ta
f--varies(6'-0"to 13'8') de(aiL "COUPLER IF 3.wisPads
ame mot Tmrm CiaD =
16'O/C JOIST SPACING
N END E EVATION FOUR SKID MODEL NECESSARY x t x i rmz
p ul GLUED J'TONGUE& 'X 12'EYEBOLT 4
-j GROOVE WITH ADDITIONAL NO WINDOW OR DOOR 0'HURRICANE x
4 iv m . = — _ _ _ _ = = 4'X 4"CENTER RUNNER SCALE}'=T ANCHOR Load width on nun
iv X X I— "'Based on 2,000 P� ring capes (1,000 PSF is typical)
2"X 6"P.T.PLATES FOR SHEDS N«ea:
rA _ ANCHOR-STRAP DETAILS I.Hollow or solid concrete blocks may be stacked on pads fix high sets up 1o48'with oulreittotdng
C
U j OVER 16'IN LENGTH LSTA-18 SIMPSON SCALE:N.T.s- 2.ABS pad required on 11 ''- &13'-8'wide buildings only
cc HURRICANE STRAP 2"X4,STUD _ Table 4e Anchor Spadn
Q {"PLYWOOD T&G FLOORING W110-Idol NAILS or ! T- ax ntenor O0
> .)all 2'X4 BOTTOM PLATE Inforr r<ifi n
2"X 6"P.T.FLOOR FRAMING TYP- equivalent
x Ti,Ruild(hr 1 ' CJ
scads "T&G PLY BOARD "' '"'"""` ."1k m ?> a
2-X 4"BOTTOM PLATE .ALL
X CODE REVIEW
AROUND) 2'X 6" �.or
Professional Service Industries Table 4b Anchoring Spacing of Auger Type Andar For Doutde Wide Sheds
SIDERAIL 1748 33rd street m d u-.p
FLOOR FRAMING PLAN - Orlando,Florida 3283? lee ncert«
scale:tf+• fro" WALL ANCHOR DETAILS -Las Ra•�1ev-ti-'Mrliam e.Neary,Ill tr '"a.
ICC#5105040 w on runner 0 d.
SCALE:N.T.S. LA cv0D4D5 "Location pea�ngg examples:30'augerandtor or •x 3'expansion bolts- klab andarOn O a
PRE-ENGINEERED TRUSS sit-ra'senP-`1 pci1g w z rn
SHOWN WITH FISCAL 1.AAnctwr spacing Is based on-ASCE 7-10 for a Category 1,Enclosed BvAdirg 180 MP-H.(3 second gust) d N¢
16, t XX4. ASPHALT SHINGLE W/DADE COUNTY 2 Ali'maas meet above are center to centeroranchors- r f°Q
VARIES typ Y X 4'UNDEtt HEADER (2)2"X 4-TOP PLATE APPROVAL fasten r mfo. 3.The minimum number ofanchor is(4).One each comer at shed fxf s eds less'st length them the rr¢uc -
4'x 4'WINDOW HEADE2 ( s-)' ml u ca f r n�,ts 8 meters or 5'[or ' on bolts.
T X 4'UNDER HEADER LSTA-9 CLIP or EQUIVALENT PERMA-TILE,ADVANTAGE :��rat e)tar��e xtks e' Is°eflc.e'�"pt w lea sh�ace,e,r L,an e ng at Ing.in cant case
2'x 4'WINDOW SILL an can a piam on we as dose as to s
2'x 4'BOTTOM PLATE 2"X 4'STUD - PANEL,26g a.steel) GEN AL NOTES
ROLL FORM ALUMINUM 1.ALL BUILDINGS FROM 0 S2 FT.720 SO.FT-ARE EXEMPT FROM WIND-BORNE-DEEMS IMPACT
EN RY Do, STANDARD PER FLORIDA STATUTES
N E ( notes •�'&4) HS-2.5 SIMPSON CLIP SHEATHING OR OS8 2.ALL BUILDINGS FROM 0 SQ.FT.TO 400 SQ.FT.FOR USE W TH ONE AND TWO FAMILY
'o - LSTA-18 SIMPSON CUP NAIL 4'OTC EDGES AND 8'OrC FIE[D R,F�SIDITj( .�.1 fIL(?I((.GS ARE DCEMPT FR�GI-(r��ENT5,lFBCI
T ortqukvalenrtyp.)atlshds W/{8)gdNA1LSORSCREWS covEl�EDwf3o8FEiT 3. c M W LAS o GREATER
to m ( or equivalent MUST COMPLY WITH THE 8.8•DOOR HEIGHT AND MIN.AND MAX WIDTH REQUIREMENTS(FEIC)
1 4_ALL BUILDINGS 400 SQ.Fr.OR LESS WITH 72'DOOR HEIGHT ARE ACCESSORIES TO
WALL ANCHOR ALTERNATE TRUSS STRAPPING DETAIL REstDEL1nAL STRUCTURES.
I 1J5SDETAILS ��\\ 5.THIS PLAN WAS DESIGNED PER THE FBC,FBDR AND THE ASCE 7-10
SCALE N.T.S- 2)2"X 4"TOP PLATE 6.FASTENERS FOR ROOF AND WALLS SHALL BE SCOTSQTRUGRIP METAL TO WOOD
SEE PAGE TO FOR FASTENERS AND SHALL BE 9-15 X I-OR EQUAL Wf 1-(MIT&)THREAD PENETRATION(TYP-) rj
0"(MAX) Q MTS-12 SIMPSON- SIDING OPTIONS 7.GUTTERS TO B£INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES.
TRUSS STRAP W/(10)90 au
SHED DESIGN LOAD REQUIREMENTS FOR THE
SIDE ELEVATION WITH DOOR AND WINDOWS - SIMPSON NAILS OR 9d
SCALE: -=r SIMPSON SCREWS 2014 FLORIDA BUILDING CODE
(2)2'X 4'TOP PLATE OR EQUry.LENT I hereby certify that t all material and c o c�
SHOWN WITHOUT FISCAL "THREADED ROD Wl(2) c
components used in the manufacturing of The sheds.The materials and c
1s FOR DETAILS TRUSS STRAPPING DETAIL 2'X 2'WASHERS&NUT components either have a Florida Product Approval as required by the Florida
VARIES C SINGLE HELIX AUGER ANCHOR I (2,000#CAPACITY)UPLIFT
Commission Building Rute(gN-3)or were analyzed using the VuttkSfies best n
SEETABLE4 FORSPACING
SIMPSON MST-12 rRuss OPTIONAL FOR HIGH SET All material and components comply with the 2014 Florida Eit�dir1�Codehibe 01
STRAP or H2.5 CUP WITH SCALE:N.T.S. LSTA-18 SIMPSON STRAP U: a
LSTA-9 STRAP or eRuixak-A - oR E-QUIVALENT Florida Manufactured Building Act and Rules,and the 2011 N.E_�. �ego{y _
6 , 1:Enclosed Building Building,Exposure"C'with a wind ve)xity of JS M.p)i_ a�o
SEE STRAP DETAIL
LSTA-18 SIMPSON CLIP SIMPSON HS-24 clip o o - WITiD LOADS >'N
HURRICANE STRAP N '® OR EQUIVALENT 2"X 2'BOLT W/(2)2'FLAT (3 second gust) DESIGN PRESSURE
orequhrafent(typ.)ati L ��jI 4'X 4'RUNNER WASHERS&NUT pp{��Iy�LpAp 7 _ - --
studs n — f.TT7.R.OOR LOAD 1 F -
EE WALL ANCHOR -- TYPE I,if.III,OR IV GRADE DESIGN CRITERIA FLOOR DEAD LOAD 8_
sleet 1
DETAILS — GF-L BUILDING CATEGORY 1 ROOF DEAD AD 5 PSF
of 2
f7-L OL -ET PAD AS REQUIRED24' CpN SUUGTION7YAE INTERNAL PRESSURECOEFFICIENT'-*/11.18
SEE SIDE ELEVATION WITH DOORS&WINDOWS FOR INFORMATION Whin Di ram MIN. WIND VELOCITY 184 rFL -NOT SHOWN - - n.ts. - BUILDINEITYPE ACCESSORY STRUCTURE
S ELEVATION (optional ) TYPICAL WALL SECTION
ALL WIRING SHALL BE MC CABLE 14 GA. SCALE N T-S. FIRE RATING
4 N/A
scale: =1'-0" (3)WIRE WITH ALL METAL BOXES ENCLOSED CLASSIFICATION ENCLOSED 16
1