HomeMy WebLinkAbout18-19583 CITY OF ZEPHYRHILLS j
5335-8TH STREET
(813)780-0020 19583
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19583 Address: 5639 20TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-11000-0061
Improv. Cost: 2,000.00 OWNER INFORMATION
Date Issued: 4/19/2018 Name: HUDSON, JANET WILKINS
Total Fees: 75.00 Address: 5639 20TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/19/2018 Phone: (813)481-8735
Work Desc: CONSTRUCT SCRN RM 20 ' X 7'
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
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Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (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. I
"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. j
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
.13-780-0020 Gity of Zephyrhiiis Permit Application Fax-813-7e0-0021
Building Department
Date Received . _=,.;.Phone'ContacfforPerraittin
;.:
Owner's oaame :L S 4 Owner Phone Number
Owner's Ajtdress 77
/ Owner Phone Number-•
Fee Simple Titleholder Name _T� O*neePhone Number
Fee Simple Titleholder address
1. 1:
JOB ADDRESS � c� � �` l ,d t d-* LOT#
SUBQIVISION PARCEL•1D#,
(OBTAINED.FROM PROPERTY NOTICE)
WORK PI2C)P...OSED NEW.CONSTR ADWALT [ S1GW Q Q DEMOLISH �.
' INSTALL 8. REFrAIR
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PROPOSED;:USE• SFR 0. COMM [�' OTHER
TYPE OF CONSTRUCTION: ``: BLOCK ([ FRAME. 0., STEEL _[�;
7`DESCRIPTION"OF WORK
-BUILDING AIZE SQ ROOTAGE '. HEIGHT
F-(BUILDING $
j 00 VALUATION'OF TOTAL,CONSTRUCTION'
4•
0 ;=ELECTRICAL $ . AMP SERV.iCE PROGRESS ENERGY W.R.E.C.=PLUMBING $
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=141ECHANlCAL $ VALUAl`ION OF MECHANICAL INSTALLATION ,x
;GAS C]: ROOFING Q, SPECIALTY., OTHER'
FINISHED',,FL60R ELEVATIONS FLOOD ZONE AREA =Y.ES
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BUILDER; '� ( COMPANY.
SIGNATURE REGISTERED Y-/ N FEE CURREP
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Address, . 'License
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ELEC.TItIGiAN. COMPANY':
SIGNATUi1 E REGISTERED Y/ N FEEURRREEA
Address . License#-
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GNAPANY
SITURE:` REGISTERED YT.Nr FEE-GURREN.
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''.License#;
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u�t'SIGNATURE - RsGis7eRE D Y/.N FEE:cuRREn.
License.# .
'COIUEAANY
SIOP1►TUR i i T`r REGISTERED Y RREA'
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a,r� Address. • .� ,z� �:,'<�:. •License•#
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mRESID.ENTiAi:: ttaEh;{2)$Pto#:Pians�:( jesetsraf.Buiicling Rlans,.(1}.�et of Energy F6 t,R-O t�V P.ettnit or:new canstiuctlori�;,
1.. .,.r..h;;'.:'i,. .u,•• _ .•.'F,a.jz_. : "..£._-.4,,.,.....y: pn•,c j.F:' ,C.y {'1!.[ ..v; , SIIt.Fenc
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1:= ~. °�;_• rfllinimu ;.etem TO;i�vojk n'fla `after•sut rriittai date.:.:Requlred ansite;Gon§tni'gtion Plans,:Stopnwater'Plans w/ e:installed; '
Sancta, 5Facllltiestslum ste. 4VVorle Permit=forssrbdivisions a 'e; fo acts
MMERCIAL Attach(2�=i�mp(ete sets of`Builitin Pisns plus`a Cife Safety Page;(1)set of Energy Forms.VR-O W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence.installed,,.
ry ' l=new=projects.Aitcommercial requirements mustmeatrampilance
Sanitary,Facilities&-1 dum star.Site Work Petmit fot al
I',S1.�IY�PERili1(T 'Attach'(�)setscif�Engrae�reclPlaiis.,, ...,�,.c. . ........... .. . ..•:
""PROPERTY SURVFY required„)or,eU.NEW.construction....
Ss l<auto'
pllcation.completely.
OvunerB-Contractor slgn:back of application,notarized
If:pver:$2500;_a Notice',oft. rnmencement'.Is required. (A/C upgrades over$7500)
•• A ant'.for the can g - ( '+` �'tractar.}�,orPowerrof'Attomey�(fdr-'the'owner)"would be someone with notarized letter from owner authorizing same
OV.ER7TifE COUN ER P Ri,I, �iPIG`,<:w__;(copy:afacontcaattiregwtred)
sRergofs:ifatrin'o bs Sewers. :Service Upgrades A/C Fences(Plot/Survey/Footage)
Iklveways-Not over Counter if on pubiic''roadways h eds'ROUV "
I
NOTICE.OF DEED RESTRICTIONS:' The undersi ned,understands tt�at,this; ,ermit.ma'; sub'.ectto
- - �.y. s'%i -i�t;k ,i1.C. .w.u�•'Fi4-':.=7.v. 73'*i^c �'•`'lR'3. :�:4
I `tF .
hchmayrtie;;more restr.ertne tfiariCointy:<regWation's:'The rinders3g°neck'assuiaaes resposibiCty.foc.cornpllslh >uithtany;
appilctibi deed restrictions:
UNLfCENSEQ: CONTRACTORS::i4ND'CONTRACTOR R�SPQNSiBILtTIES: if tae>owner F as==l fired a contracfar.or
contractors to undertake work,rthey,. pyV-,be.;r_Qquired to:bey licensed 1r accordance.with.state and.=:local re9utatioris'W if:the"h^j
_t>y�:..F,S-�',p,::•:R�1'.'�:..;vSYd'rt. -..q� .i-.'.{i'.:.w1 P 'eY`5.:.:5^i'.Yh`::s'J'�..:a'_'^ -
contractor rs not::kicensed as:required:by.taw, •both the-o owner ani,contr'actor<=rrtaywbe cife�d#o a+masdleiriean 5r,'violation,
under c#ate law.. If the owner.or;.inter? eid;cont�;acto„vare Uncertain as:.to.what:kicensing,requifefieritss�rrtay��pplyYfeY�the?��= `
Intended work,::they:are ativised to coirte°ot'the"Pasco Coun 'Buildc j 1fispecto Drson::T.icensing.S:eurtion at 727-87= :{
F3009: _'Furthermore, Mi
if the owner"has"fiired`a"cocitractor` r contractors, he'is advised to ;h`ave tF e;:.coritractor(s;g ijn
onions of he " " :,.r. ,r j t..,. -, •, . .
p t contractor:Block of-this application for•which rthey:wil -be_responsi le :'>If _fhe owner`sign>as,.ttie -
1 cantractoc, that►inay be an indicafiori>#hat he is not properljl'licensed and'is not entitIbd`-to permitting privileges in P
County:
TRANSPORTATION IMPACT/.UTILITIES-IMPACT-AND RESOURCE RECOVERY PEES- `The urid6rsigned.understands_.: ..:.
that Transportation Impact Fees and Recourse 12ec6very Fe1esr•mayappiy tothe_.cons#ructign,of:new;buiiclings,cian`geTof
use in-existing btaiii it gs; ortAXO`hsiori>a#;lsfind:,buikdings,Ias specked in Pasco County Ordinance number
90-07, as amended: The'undersigned�al'so.understands,rthat,such fees; as`;ririayrbe 4,ip". .will:'be.identified=atptt
permitting. It is"further understood that"Transportation impacf feesvaritl'Resource{Reaovery-..o&>must be paid',ptior.to
recervrng.a.'certificate of-occupaney or finai'.pawer,release.''If theagcoject does,riotinvotvd,'a`...,__ ate of:occtxpaitcy
final:,pawer release,_;the�tees must be.',paid prior to'perM!t issuance..;;furt"he,rmore,,if•,Pasco County Water/Seeker ltx paef TM r
fees are.due;they must,be paid:prior to permit issuance:in.-accartlarice-with-.applicable_ 'asco-Comity,ordinances.
CONSTRUGTION�L»IEN~LAW'(ChapterT4.3,-Florida Statutes,as amended): If vaIuation.of work is$2,50:0.00 or:rrtQr,;e;H1.
certify, that I,. the-applicant, -have been -provided with 7a-:copy;,.Of-.the "Floridan Coastruction"Lien Za' E omeowner's*
Protection Guide"'prepered'by the�Florlda Department of Agriculture and'Consurrter;Affairs. If the applicant is sorrieol
...
other than the owner", :certify that:I::have.obfaitied acopy ofthe above'°descrtbectrtdocument-"antl;pimise,rt-goadY.favthta
deliver.it:to'tiaa .owner"#anor=to:commencenent:
CONTRACTOR'S%OWNER'S AFFIDAVIT:.-;ltertlfy:that'all-the Information in this application Is accurate and'ti at ail'work
will be done in compliance with''all appI16dbie'laws iegulating�construction, zoning�and land-:development. Applicationis
hereby,made to obtain.;.a.permit.a;tot;do%York-and.,.installation .as°'lndicat6d., 'i'certify that no-•work or:installation=has„
commenced prior''#o'lssuance of pi it 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-16,-.the jurisdiction: «k°also
certify that i understand that the regulations of other government agencies may apply:to the-.intended work, and that it is
my respo,nsibility to identify what actions.I must,take,to,be de:
in•.compliance.._Such agencies ihclubut=are ndt limited-,to:.
Department of Environmental"Pi6tec66Q,Cypress Baytieads; Wetland Areas and Environmetitally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells;' Cypress- .Bayheads, Wetland Areas, 'Altering
Watercourses. k .4
Army Corps of Engineers=Searaiis, Docks; Navigable Waterways.
Department:;of Health:..,,&..Rehabilitative,'Services/Environmental,-� ealth ',Unit Wells,:Wastewater:Treatment; 4
'Septic Tanks.-..,..
US Environmental Protection Agency-Asbestos abal�oment.
Federal.Aviation,Authoeitjr-Runways,!understand that.thefollowing:restrictions apply to the use of.fill
Use of fill is not*aklowed in Flood Zone"V"unless expressly permitted.
If..'the-fill,.:matenal'-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. : I.
If the fill material:is.to be used in Flood Zone "A" in connection with a permitted building using stem walli.
construction,,1.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 fills found to adversely.affect:;adjacent,-properties, the owner may be cited for violatingi
the conditions:-6f•,lhe:building:permit:issued undee t'e,attach6d:permit-application, forJots'less than one (1.)
acre which are eievated by,fill,,an engineered drainage plan is required.
If I am the=AGENT;FOR;THE.OWNER k-,promIse.in_gaod faith tiDInform the owner.of-the�permitting•conditions set forth in
this affidavit::priar'fa commencing constriictiori. :i understand thaaa separate permit may be required for electrical.work;_. . .. �.;
plumbing; 'signs, wells,,.;pools,.air-conditioning;.;gasY:.or,other"*Tlh liati6nt.not specifically included in the application: A.. _?
permit issued shail'1.e?:construed�to'`oe,a'l cetise`:ta.proceed:uvitit' he work, nd riot,�as authocity.to vioiate,.cancel,:alter, or
set aside any provisions of"thd fechnical codes, nor shall issuance of a permit prevent the Building Official from thereafter;
requiring.a;corree.hon of errors in.�plan''tdngt uctlon'.or,violatiohs 6f,any-;codes: Every permif Issuedf shall'become Invalid l' +
i
unless the authorized by such per is.commenced.within,oIk_months of permit issuance, or if work authorized by;_ F
the permit is,:suspended-or..abandoned for a.period�;of six{6).r 6hit s.aftarthe time the work is cornrrienced. .An extension.{
maybe, requested, in:°virriting, from the Builtlrrig-C)ffi-clal for a period.not to=exceed,n1hoty t90)days and`will demonstrate f,
justifiable cause for-the extension .;if work,ceases for ninety(90)consecutive days,the-job is,considered abandoned:
Y T
WARNING'.-TOzOWNER LL`iOUh FAIL URE*XO=RECORD A,.NOTICE.QF,COtVkMENCEMI NT MAY RESULT IN YO' _UR ,
PAYING=TWtCE'FOR iM,,% �01fEMENTS TQ.�Y .UftjPRQPERTY.. F=Y ' '� } . - ;€ j
.,:.,... , :.:, _:...-�,., . Q �.:.,.. , QEl tNiFEi11D TO:OBTAIN.FINANCING;C'ON$.ULT l
WITH 1fOUR?hENISEt�QI�AN ATTORNEY BEFORE RECORDING=YOUR`NOTICE''QF=GaNIMENCEMENT
FLORIDA.JURAT,(F,.S.,'t 17.03
OWNER OR AGENT CONTRACT,pp
- cribed and sworn 'ffinned)before this" Subscribed aird swo o affirmed)befcre;me' T `
3- by �e c _ u c5-� I .'bct. a t-•:L .., : I4 5
Who, are,i�ersonatiy known to me or.has/have produced y Who /are �rsgna iy k own:to;me,or haWhave,producedr-
r"L• rrr�i2r5G�ui•s�:as:identiAcation.° as tdendflcatlon.
Notay Public Notary Public
lACQU ibuuro
,om n N ,„ Commi ' n No ��q`' r°��: cAmmission#FF 150422.
Commission#FF 150422 I a= Expires Decem m ,
lame of Notary-' �.1 % ' 'pp ndodThmTroyFWnlmmenc*8003857019
psninsurenco800'385.7919 Name of Notary typ
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� /sty ._ IL'O�,ii_�,••
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: ���
Site:
Permit Type:
i
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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I
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This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
i
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Lhave 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 pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That 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.
S. 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 regAtions.
OWNER'S SIGNAT DATE • % ' !-3 —�
ADDRESS
PHONE
WITNESS PERMIT #
I'
I
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I HEREBY CERTIFY THAT I HAVE REVIEWED
EXISTING HOST STRUCTURE #12 X 4"SMS THIS PLAN AND FOUND IT TO BE IN
1-1/4"NEOPRENE 3"X 48"COMPOSITE COMPLIANCE WITH ASCE 7-10,
ROOF PANEL &FBC6THE 11,!/'
BREAK FORM HEADER OR WASHER @ 8"O.C.PER PANEL e 1
RECEIVING CHANNEL 0®®XX R•D E•,4 �®j®�
#10 SMS @ 8"O.C. EDGE BEAM IS THE �Q�!`SS •
SAME SIZE AS THE UPRIGHT :�V (0ç •:��
_l i A0 i td1
SOLID ROOF LLI : �• OTC Z
O • � Q• C9
O O 2X3 EDGE BEAM •
2"X2"X.125"X BEAM FASTEN 1-1 2"WIDE X PO •••• 5 '•v
DEPTH ANGLE W/(3) / ® •• F_.° ...
#16X3/4"EA LEG "LONG X.125 THICKNESS �' Ap••.••�•••• �P "-
CONNECTING EDGE
BEAMSTRAP TO UPRIGHT/COLUMN '�✓� 'rt;iWNEER
SS\o
W/(4)#10 X 3/4"TENS
TOP AND BOTTOM AT EAC
CONNECTION POINT PRO ESEAL
1-1/4" #10 SMS @ 8"O.C. "N. @ EACH SIDE
(MIN)
OPTION 1 2X3 PATIO UPRIGHT ENGINEER OF RECORD
1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"D.C. David W. Smith P.E.
CONNECTING HEADER OR CHANNEL TO FASCIA.
FLORIDA LICENSE NUMBER:53608
COMPOSITE PANEL ROOF TO FASCIA/HOST BEAM
CONNECTION DETAILS ROOF PANEL TO EDGE BEAM CONNECTION DETAIL Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
PRIMARY ANGLE
2"X 2"X 0.125" FLORIDA LICENSE NUMBER:73968
EDGE BEAM PER PLAN
2X ALUM. Joel Falardeau P.E.
(2)#10 X 3/4"SMS FASTENING
2x3 COLUMN POST COLUMN TO PRIMARY ANGLE FLORIDA LICENSE NUMBER:70667
(TYPICAL EACH SIDE)
2XALUM.UPRI HT Erik Stuart P.E.
O
1X2 BASE MEMBER PER PLAN FLORIDA LICENSE NUMBER:77605
(TYPICAL EACH SIDE) DOOR 7
`f.•', (1)3/8"0 CONCRETE SCREW
ANCHOR INTO PRIMARY ANGLE
AND 1/4"0 CONCRETE SCREW FBC Plans 8z Engineering
ANCHOR @ 24"O.C.BETWEEN Services, Inc.
3"(MIN.) COLUMNS.(TYP EACH SIDE) 6272 Abbott Station Drive Unit 101
MIN. EMBEDMENT SHALL BE 2-3/4" 1X ALUM.OPEN BACK Zephyrhills,8.33542
NOTES:
1.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED Phone:(813)788-5314
HEAD®LDT 3/8"0 STAINLESS STEEL CONCRETE SCREW. TYPICAL SCREEN DOOR CONNECTION DETAIL Fax:1-(866)-824-7894
OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. SCALE.NTs Website:www.fficplana.com
NOTES: C.O.A.-#290549054
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. DRAWN BY: SB
2x3 POST CONCRETE BASE CONNECTION 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A
1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM DATE:4/11/2018
END OF THE UPRIGHT.
REVISION: DATE:
RO 1
RO2
OPTION#1 I I
I I RO 3
/ 1/4"0 x 2-1/2"MASONRY ANCHOR (4)#10 x 1 O"SMS I I
IF WOOD SUBSTITUTE IDENTICAL INTO SCREW BOSSES OPTION#2 RO 4
WOOD SCREW OR LAG 6"FROM =____ _ I i PROJECT ADDRESS:
/ TOP AND BOTTOM AND @ 24"O.C.
1"X OPEN BACK =______= I --_______= HUDSON
0.060"ALUMINUM INTERNAL
z"x2"OR2"X3" I 5639 20TH ST.
OR EXTERNAL RECEIVING
� MEMBER CHANNEL W/(4)#10 X 3/4" ZEPHYRHILLS FL
OPTION#3 I I INTO INTO BEAM OR
1"X OPEN BACK 0.060"ANGLE CLIPS w/(2) I I UPRIGHT.(2)#12X 3/4"EA.
#12x3/4"SMS EA LEG) I LEG INTO GIRT OR PURLIN- CONTRACTOR:
OPTIONAL HOMEOWNER/HUDSON
UPRIGHT OR BEAM-SNAP
(2)#10 x 1-1/2"SMS MIN OR SELF MATING OR
THRU SCREW BOSS OF 22 GA.KICKPLATE INSTALLED W/ ;;•' HOLLOW
1"X OPEN BACK #10/3/4"@ 12"D.C.
CHAIR RAIL&GIRT CONNECTIONS
OPEN BACK TO HOST STRUCTURE DETAIL
ALUM.DETAILS
SCREEN ROOM
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
`o�19iI1BA//f
•\G t 7� •
FLOOR PLAN w:•v ®� •'
SCALE: 1/8 = 1-0 •
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gyp.;
'ice°•• F1-°�.•
Ia' ,I PROFE SI L GINEERSEAL
ENGINEER OF RECORD:
EXISTING David W. Smith P.E.
HOME
FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Lii Mark Ronald Dunn, Jr. P.E.
FLORIDA LICENSE NUMBER:73968
----------------�------------------------�----- Joel Falardeau P.E.
EXISTING ROOF
I I OVERHANG ; I FLORIDA LICENSE NUMBER:70667
`a''
PROPOSED
Li Erik Stuart P.E.
y' o
SCREEN ROOM I
FLORIDA LICENSE NUMBER:77605
4'-O" J 4'-O" 4'-O" 4'-O" FBC Plans &Engineering
Services, Inc.
19,-O" 6272 Abbott Station Drive Unit 101
Zephyrhills,tl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
DRAWN BY: SB
DATE:4/11/2018
REVISION:
FRONT ELEVATION RO1
SCALE: 1/8• -
RO2
3"X48"X.O24 COMPOSITE PANELS FL#7561
RO 3
3"X48"X.O24" COMPOSITE PANELS FL#7561 OR OR EQUIV.
EQUIV. RO 4
2X3 2X3x2X3
EXISTING 1 x JOB NAME &ADDRESS:
EXISTING I HOME
NHOME M N) HUDSON
r) 0 I
X N I N N I X N j�
5639 20TH ST.
2X2 2x2_____________________________ ___ ___ ____ ____ _________ jjf J ZEPHYRHILLS FL
1x2
4'-O" 4'-O" 4'-O" ,3'-O" 44O„
CONTRACTOR:
PLANS/ELEVATIONS
I HEREBY CERTIFY THAT!HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8k 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,
A. CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ,'�'�/'
2. ALL CONCRETE FELLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. e`��R D E q ,MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED �� P°•••°°••.• �®
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. Q-fgE °.•
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN <C •° °
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S .
5.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY -4 j • W �.
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO ►iW : 0 : Z
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE a . • z : CD
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 0 0 Q- 0 • Z @-
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
SCREEN ROOM ON EXISTING CONCRETE •
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 •. FLD°�
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: q• •
FOLLOWING:
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR /?fl) C.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH •�9 )AA
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I PRO EI tGAC15NGINEER SEAL
WATER REDUCING AGENT-ASTM C 494. G-185. 3. WIND EXPOSURE: B
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. INTERNAL COEFFICIENT: +/-.18 ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 5. WIND LOADS:
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. David W. Smith P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID ROOF(MWFRS): 20 PSF
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH Thomas L. Hanson P.E.
RECOMMENDATIONS. ASTM E 1300 AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FORTHE PROPOSED
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10-10 STRUCTURE
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 7. SOLID ROOF TYPE: 3"X.024 COMPOSITE PANEL FL#7561 E Mark Ronald Dunn,Jr. P.E.
SPALLING OR OTHER DETERIORATION. ASTM C94
ASTM C150 FLORIDA LICENSE NUMBER:73968
ASTM C33
B.MASONRY:
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C490 ASTM C494 Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FLORIDA LICENSE NUMBER:70667
TYPE M OR S MORTAR. ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVEALUMINUM STRUCTURAL MEMBERS
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 6TH EDITION FLORIDA LICENSE NUMBER:77605
CURRENT ALUMINUM DESIGN MANUAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS:
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2X2:---------------------------------------2"x 2"x 0.044"
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3x2:---------------------------------------3"x 2"x 0.050"
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" FBC Plans &Engineering
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL 2x3:---------------------------------------2"x 3"x 0.070"
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR 2 x 4:---------------------------------------2"x 4"x 0.050" Services, Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED6272 Abbott Station Drive Unit 101
2 x 5:---------------------------------------2' x 5"x 0.050„
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4.CONT--CONTINUOUS Zephyrhills,II.33542
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- OPEN BACK SECTIONS
G.RESPONSIBILITY: Fax:1-(866)-824-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040" REVIEW 7�
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS SPECIFICATIONS FOR DATE r/ �� Website:www.fbcplans.com
BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3: 1'x 3"x 0.045'
ALUMINUM STRUCTURES- CITY OF /_
CODES,LOCAL ORDINANCES,ETC. ZEPI"IyRH
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS PLAN EXA y/� C
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, MINER DRAWN BY: SB
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. 2 x 3 Snap:---------------------------------2"x 3"x 0.050" DATE:4/11/2018
ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR.
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SELF MATING (SMB) RO 1
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
RO 2
USING#12 SPACING MAYBE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" ALL WORK SHALL COMPLY WITh PREV�LING RO 3
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120 CODES FLORIDA BUILDING CODE RO 4
"
ENGINEERING PRACTICES. NATIONAL ELECTRIC CODE,
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" AND THE
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS:
CITY OFT.EpRy�.11L1S PROJECT ADDRESS:
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 10 SMB: 2"x 10"x 0A92"x 0.374° ORDINANCES
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME HUDSON
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 5639 20TH ST.
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED
ON THE MANUFACTURED HOME. ZEPHYRHILLS FL
z.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2,IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR:
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R4501.17 IN ITS ENTIRETY.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 HOMEOWNER/HUDSON
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES
DESCRIPTION: NE Corner #5639 20th Street, Zephyrhills, FL 33542
Block 110
The East 1/2 of LOTS 6 & 7, BLOCK 110, of CITY OF ZEPHYRHILLS, F.I.P. 1"
according to the map or plot thereof, as recorded in PLAT BOOK 1, NO ID# I A
PAGE 54, of the Public Records of Pasco County, Florida. T
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F.I.R. 5/8" ii' F.I.R. 1/2"
NO ID# 2' Mas. Wall NO ID# 1.0' 9'
6' W/F
0.1' 0.4' utility
_ 1.0 q/C Conc. Pole
Q 27.7'
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0.4 N N 89'25'59"W 91.91' (F)
F.I.R. 5/8" I
#3555
TASK: BDUNDAR Y SURVEY CER'1Flm TO: Revisions Date Revisions Dote
JANET HUDSON FLOOD ZONE C�lIF1G�This is to certify that the property shown hereon falls
SURVEYOR'S NOTES: with Flood Zone as per the Flood Insurance Rate Ma
Community Panel Number 12I01C0456F ,dated o /26/l4.
1. This is a Boundary Survey,made on the ground under the pu ervision of a Florida Registered Surveyor I_I_I
and Mapper. Field survey was completed on 09/26/1�
2. Bearings are based on: the Westerly R/W line of 20TH STREET as: SURVEYOR'S CERTIFICATE: P.C. DM F.B. LL Pg• Job # 1709-12
S. 0000'30"W., assumed bearin . THIS CERTIFIES THAT A SURVEY OF THE PROPERTY HEREON WAS Draft CJ Station# 4 I S—T—R.
MADE UNDER MY SUPERVISION AND THAT THE SURVEY MEETS
3. No underground utilities, underground encroachments or building foundations were measured or located LEGEND AND ABBREVIATIONS: THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE
as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. F.I.P.=FOUND P=FOUND IRON PIPE F.C.M.-FOUND CONCRETE MONUMENT R/W=RIGHT-OF-'K/.Y FLORIDA BOARD OF PROFFESIONAL SURVEYORS AND MAPPERS Check EPJ Misc. Boundary Sheet 1 of 1
IN CHAPTER 5J—T7,FLORIDA ADMINISTRATIVE CODE,PURSUANT
4. This survey was conducted for the purpose of a Boundary Survey only,and is not intended to F.I.R.=FOUND IRON ROD F.F.E=FlNISHED FLOOR ELEVATION P.B.=PLAT BOOK TO SECTION 472.027,FLORIDA STATUTES. AND THAT THE
delineate the regulatory jurisdiction of any federal state, regional or local agency, board, commission or S.I.R=SET IRON ROD P.O.B.=POINT OF BEGINNING PG.=PAGE SKETCH HEREON IS A TRUE AND ACCURATE REPRESENTATION
state, regional or local agency, board, commission or other similior entity FND.=FOUND P.O.C.=POINT OF COMMENCEMENT W/F=WOOD FENCE THEREOF,TO THE BEST OF MY KNOWLEDGE AND BELIEF,
5. This survey was conducted without the benefit of an abstract of title,therefore, there may be other S.P.K.=SET NAIL & DISK G.T.I.OGRATE TOP INLET C/L-CHAIN UNK SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. ô ô I
in s
rights—of—way,re setback lines,agreements, reservations, restriction, or other similior matters of A/C=AIR CONDITIONER O.R.=OFFICIAL RECORD BOOK ESM7.=EASEMEN'i X67I1 ? Ciii 6V
public cord, not depicted on this survey. —P—=OVERHEAD =POWER D.BDEED BOOK (C)=CALCULATEDri T—=OVERHEAD TELEPHONE 5/W= (R)=RECORD , Py fZ,T�jr� SURVEYING AND MAPPING, INC.l�
6. Flood zone determination based on a scaled interpretation of the Flood Insurance Rate Maps as shown µAS,=MASONRY D/W SI DRIVEWAY WAY C.B.=CHORD BEARING z/hereon. prior to construction, Building Department should be contacted for verification of flood zone. CONC.—CONCRETE (P)=PLAT RES.=RESIDENCE
4030 HIGHWAY 41 NORTH
7_ Attention is directed to the fact that this survey may have been reduced or enlarged in size due to N.G.V.D.=NATIONAL GEODETIC VERTICAL DATUM
reproduction. This should be taken into consideration when obtaining scaled data. W C—WITNESS CORNER (F) FlELD= P/A=POOL PUMP ASSEMBLY
/ CH.—CHORD I LAND 0 LAKES, FL 34639
8. Re—use of this survey for purposes other than it was intended,without written verification,will be at the (D)=DEEDEddie P. enkins P.L.S.X-100'=TYPICAL ELEVATION C.M.P. = EINFCRCED METAL PIPE s
re—users sole risk and without liability to the surveyor. Nothing herein shall be construed to give any COV. COV FOUND HALL AND DISK PHONE: (813) 948-2666 FAX: 813-435-1763
N/R-NOT RECOVERABLE R.C.P. = REINFORCED CONCRETE PIPE PROFESSIONAL SURVEYOR& MAPPER
rights or benefits to anyone other than those certified to. COV.=COVERED S E M. . .=MITERED END SECTION FIND-FOUND P.C.P.=PERMENENT CONTROL POINT FLORIDA REGISTRi710N NO. 5334 jenkins.surveying®verizon.nef
9. THIS SURVEY NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA UCENSED W/F-WOOD FENCE P.R.M. = PERMENENT REFERENCE MONUMENT com
SURVEYOR AND MAPPER". P.C.=POINT OF CURVATURE Certificate of Authorization: LB # 6859 www.jenkins—surveying.com
enkins-surve Y•in 9•