HomeMy WebLinkAbout19-22180 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22180
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22180 Address: 5212 5214 7TH ST
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est.Value: Parcel Number: 11-26-21-0010-16700-0170
Improv. Cost: 11,500.00 OWNER INFORMATION
Date Issued: 2/13/2020 Name: JACOB, SAM & ELIZABETH
Total Fees: 220.00 Address: 26W273 HARRISON AVE
Amount Paid: 220.00 WINFIELD, IL 60190-1332
Date Paid: 2/13/2020 Phone: 630-429-1383
Work Desc: REPLACE ROOF DAMAGED DUE TO FIRE-ADD ELECTRIC & PLUMB
CONTRACTORS APPLICATION FEES
JEFF DIXON CONSTRUCTION CO INC REROOF RESIDENTIAL 105.00
ROGERS ELECTRIC PLUMBING FEE 45.00
JJS PLUMBING CONTRACTOR ELECTRICAL FEE 70.00
vl
Ins ections Required
DRY IN ROOF INSP
TAPE JOINTS ROOF INSP
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local,government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
Z,(,l /(/ &-, �07
\11�2�p CT(5_R_SIG4ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
' Building Department
Y'
Date Received
Phone Contact for Permitting. =
Owner's Name 8tiGy�_j -Owner.Phone Number 30 �
Owner's•Address �'W d �3 H42�L 15 Owner.Phone-Number-
W l U F j ` J ry� I `� Owner Phone Number,
JOB%ADDRESS 50"42 LOT#
SUBDIVISION PARCEL ID#.
(OSTAINED'FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW.CONSTR ADD/ALT• -SIGN = = DEMOLISH
e INSTALL 8 REPAIR
} PROPOSED USE 0 SFR = COMM OTHER77
TYPE OF CONSTRUCTION = BLOCK FRAME' STEEL
DESCRIPTION OF WORK _S '�`rU eS' _QL
BUILDING SIZE. 5� X,-'C SO FOOTAGE !� S t HEIGHT /-3
=6UILDiNG $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL ($ AMP SERVICE Q DUKE ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY OTHER-
FINISHED FLOOR ELEVATIONS C FLOOD ZONE AREA =YES NO
BUILDER J � 0C�MPANY
SIGNATURE REGIST
�J ERED'
Y/ N FEE CURRSh Ly/.N
Address 1 p8 _S". �� lr iQ �S License#° C�3
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License# I
PLUMBER COMPANY _=
SIGNATURE REGISTERED Y/•N FEE CURREA
Address License# F _.
4
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N =FEE'C-URREh.
Address License#•
OTHER COMPANY
SIGNATURE REGISTERED Y 7'N. FEE CURREI, Y'/N
Address License'#
RESIDENTIAL Attach:{2),PtotPlans {2):sets.,of'Buiidirig Plans; 1.)",set-of.:Energy"Farms;R-O-W(imli`-for-new construction;
Minimum.ten-(10)•working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL; Attach(2)complete sets of Building Plans plus a LifaZafety Page;(1)set of Energy.Forms.R-O-W Permit for new construction.
Minimum ten(16)Working days.after submittal date::Requl?ed•onsite,Construction Plans,StormWater Plans w/Silt Fence.installed,
Sanitary Facilities&1 dumpster.Site Work-Permit'for all new projects.Ali commercial requirements must meet compliance
SIGN PERMIT 1;' Attach(2)sets of Engineered Plans.
"""PROPERTY SURVEY required for all NEW construction,
131rectians:
E Fill out application completely.
l Owner&dontractor sign'back of application,notarized
if over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
! Agent(forthe contractor)or Power of Attorney(for the'owner)would be someone with notarized letter from owner authorizing same
OVER THE,CQUNTER PERMITTING (oopy afcontract required) -
Reroofs,if shingles Sewers Seryige gradesA/C Fences(Plot/Survey/Footage)
_. ! g
Driveways-Not over Counter if.on public roadways..n6eds"ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that.this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibilityfor compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS..AND,;CONTRACTOR.•,RESP-ONSIBILITIES - If,the owner has hired.a--contractor,or
contractors to undertake work,�they may be required to'be licensed 'in accordance with state and local regulations: If the
contractor.is not..licensed.as required by-law; both the-owner-and contractor--may:be.cited-for a-misdemeanor violation
-under'state-law. if the owner or intended contractor are uncertain:as to what licensing requirements may apply for.the
intended work,.they are advised to'contact the Pasco County Building:lnspection Division_Licensing Section at 727-847-
8009. Furthermore; if the-owner has hired a contractor or contractors, he is advised to have.the contractor(s) sign
portions of the "contractor Block" of this application for.which they will be responsible. If you, as the.owner sign as the
contractor, that may be an indication that he is not properly licensed.and is not entitled.to permitting privileges in Pasco
'County.
TRANSPORTATION_IMPAC..T/UTILITIES:IMPACT•.AND..RESOURCE RECOVERY-FEES: The undersigned understands
'.that Transportation-Impact Fees and"Recourse Recovery Fees may.apply to the,construction of-new buildings,Change of
use in existing,buildings; or expansion.of existing--buildings, as specified,16"Pasco County'Ordinance number 89-07 and
90'-07, as amended. The.undersigned also understands,,that;such fees, as may be due, will be identified at the time of
permitting:. It is further.understood:t•that'Transportation'Impact Fees and Resource'Recovery Fees-must be paid-prior to
receiving a "certificate..of,occupancy" or-final.power releaser If the project-does not,involve a certificate of occupancy or
final.power-release, the..fees must-,-be paid prior to permit issuance. Furthermdre'if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit.issuance.in.accordance with,applicable•Pasco County ordinances.,.,
CONSTRUCTION LIEN.LAW=(Chapter 713' Florida..Statutes,as.,amended): If valuation,of work is$2,5.00;00 or more,.I
certify that I, 'the applicant, have, been:provided with.a copy of the--"Florida:.Construction Lien Law=Homeowner's
Protection Guide" prepared by:the'Florida Department of Agriculture and Consumer.-Affairs. If the applicant is.someone
other than the"owner", I certify that.I.have obtained a copy of the above described.document and promise in good faith to
deliverit-to the"owner-prior'to commencement.
CONTRACTOR'S/OWNER'S:AFFIDAVIT: :I�,certify that.all-the information::in.this-application.is,accurate. .that:all-work
will:be.•.done:in compliance,with{,all,,applicable laws:regulating.construction, zoning and land development.
t. Application is
hereby made to obtain a permit to do:work and.installation;:as:"indicated. I-cer ify•_that no work or installation has
commenced prior to issuance of,a permit''and that all work will be performed:to meet,standards of all.laws regulating
construction, County and City;,codes,.-zoning regulations, and,:land�.development regulations-in the jurisdiction.- I also
certify that I understand that'tFie.regulations of other government agencies may.apply:to the intended work, and that it is
my responsibility to-identify what actions I must take to be in compliance. Such-agencies include but are not-limited to:
Department of-Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, 'Altering
Watercourses.
Army Corps of Engineers-Seawalls;.Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US.Environmental.Protection Agency-Asbestos abatement.
Federal'Aviation Authority-Runways.
understand,thatAhe4ollowing restrictions apply to the use of
- Useof:fll:is,not allowed in Flood Zone"W unless•,expressly,permitted.
If. the. fill material is to_be used 'in Flood Zone"A", it-is'vnderstood--that a drainage plan addressing a
"compensating volume".-will be submitted at time of.permitting.which.is prepared by a,professional engineer
licensed.by the:State.of Florida.
If the fill.material is to be used in Flood Zone."A":in connection with a permitted building using stem wall
construction; I certify:that-fill will be used'only tafill•the area within the stem wall.
- If fill .materia6:is to, be used .in any area, I certify'that use of such fill will not adversely affect adjacent
properties. If use of fill1s;found to adversely affect adjacent properties,••the.owner may be.-cited for violating
the.conditions of the building permit issued under the attached`permit application, for"lots less than one (1)
acre,which-are elevated by fill, an engineered-drainage plan is required.
If I'am.the'AGENT-FOR..THE.+.OWNER, I promise.in good faith to iriform,the owner of the..permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a-separate permit.maybe required.for electrical work,
plum bing,.signs,•wells, pools, air,conditioning, gas, or other installations not specifically included in-the:application. A
perm'it.issue'd shall'-be.construed to be a license to proceed with.the work and not as authority to violate;.cancel,.alter, or
set aside any provisions of.the.technical codes, nor-shall issuance.of a permit prevent the Building Official from thereafter
requiring a correction_of.errors in:plans, construction or violations of any codes: Eve 'permit issued ishall..become-invalid
unlessAhe work-authorized'by such permit is commenced within.six months of permit issuance, or if,-.work.authorized by
the-permit-.is-suspended or:abandoned for a period.-of six(6) months after the time the work is commenced: An extension
may'be requested; in,writing, from the Building Official for a,.period,not,to exceed ninety(90) days and will demonstrate
justifiable.cause for the:extension.. If work,ceases-for ninety(96).consecutive days,the.job is considered abandoned.
WARNING TO OWNER: YOUR,FAILURE TO..RECORD A.NOTICE OF,COMMENCEMENT-MAY RESULT.IN.YOUR
PAYING;TWICE:FOR•IMPROVEMENTS.TO.YOUR PROPERTY. 'IF YOU'INTEND:TO`OBTAIN FINAN:CING;:CONSULT
WITH'YOUR,LENDER•OR'AN:ATTORNEY-BEFORE RECO'RDING.YOUR'NOTIC OF COMMENCEMENT:
FLORIDA JURAT(F.S._117.03), _-
OWNER OR AGENT CONTRACT
Subscribed and swom to.(or affirmed)before me this, Subscribed ands trtned)before me this-
by o ry
°y \e
Who is/are personally known to mwor has/have produced Who is/are personallyknown to me or has/have produced o
as identification. as identification. Q N
pox
lic
EE
Notary Public Notary in
a
Commission No. Commission No.
Name of Notary typed, or stamped
Name of Notary typed,printed or stamped ��+ .� =••
JENNIFER A PASH
?o+ Notary Public-State o`
+ ,
f`
Commission=GG 146050
oFRc°j My Comm.FxoiresDec 12.202'
813.780=0020 City ofZephyrhills Permit Application Fax-813-780-0021
». f Building.Department-
Oat®'Rec®Ivied'
.Phone,Contact,for Peryntttin •�!_.� �/y_ :.` .30 L`
-Ownges.Nav �..5.%9 ' C o r..:.
=a n,e; J: . OwnerPlione'Numbe� >6` y :9=/ 3
ONiner Phon,',um00
ber
Owt el i Phone`Nitim' er;_
"'JOWADDRES3:. �/ Jr.2:/. . + 77 y S�ipty : ,..
-
.:�'"�SUBDIVISION< ' :,:-PAR EL1• ` - . .. . _ � _• ... ..
. =}(OB.TAINED:�RQM�PROPER7�F-:Y'AXI!jOTICL)i.-.�; -,- -
PROP.-.OSED::_. :'NEW:CONSTR_ ADD/AST :-,`.' - SIGN``
,,.. .
JNS3`ALL... REPAIR
PROPOSED.-Ul)E-, 0; ' -SFR'._ tCOMIVI;.'''"
,,'0:' _0`. ;OTHER':::`
,.,. TYPE':OF•CONST *-_•.:;
f RUCTION BLOCK'�''' FRAME`
• STEEL"
DESCRIPTION'OP WORK
.:BUILDING,SIZE :�—�
a SQ,FOOTAGE :HEIGHT::;. 1.
VALUATION, tTOTAL�.CONSTRUOTION'-•
Q'EiECTRICAL..,. $. AMP'.SERVICE .:,: DUKE ENERGY> _: r:;•.';.W C:.
:S'.W"
=PLUMBING _ $•: .. . �`'�'� . .
,=MECHANICAL $ VALUATION OF MECHANICAL INSTALLA7,ON
I �
=GAS 0 ROOFING 4�� ,SPECIALTY OTHER
FINISHED- LOOR.ELEVATIONS ;' �tFLt?Op':20NEAREA: •"01''=YES N
7.,'.,
..:
BUILDER COMPANY: .
F.r
SIGNATURE w„ REGISBRED Y'/%N 'FEEfC?E�
Address J�/O�f �/ License'#;; e 4 Jam",l>�a
ELECTRICIAN COMPANY:
SIGNATURE REGISTERED Y:"/ N::'' TEE CURRENT;
'Address :'ticnse#'
PLUMBER" ' COMPANY - ;
SIGNATURE :R€ sTi:f2Eb ' -Y%=N''.', `j".FEE,CURREA::`.`T :Y
Address:
MECHA�fICAI : ,.:.
COMPANY'
.' ._ _
-•.. •.. EGISTERED;i� ' �'Y•k�N�-'° 'r�FEE'EURREh`;:-
°Address,:-' •, :,._ . _ _ ,_ ,-,r,i :.. -
OTHER',;.
RE 1 #ERED i:iYaLe:N;:;,: F.EE'CURREAs?,tcYlN:`,: {
SIGNATURE'.
:Address: license,# -
e:f-:
1 9 'Q —
:T !' —
1v
COt18 ti0'
.� i' "AP 'ri's� ,1•;�'mt°ofa :tS�e� ;�Eonhs >fo�fi 1fu.
RSSIDENTiAL` "Attai;Fi•��.i?Itit��Pla� §ets';tif�ir.Idin is_•�(,) E .�9Y. �....�, .4. ►�1e11� -
�•w {' r t `c e;Yf �'^ a.,. �_
T(iA7rtPitiium.fen-(>i.0)S�orkitiga�ays:aftersUliiitflt�l�c�ate�4:R 'irei`l�cns3fe'ttinstrLodo��Piarts;'Siorm�%ate�P_faH:;'`v�i/:SiIF'Fe_nce:fnstaU.eb;":
Sanitary;FBcilities:8 ..dumpster,;Stfe Wor'k.zPemtilt*ftir:su'tidtiil'sttins/Ia�.tge projects`
COMMERCIAL Attach,:(2)°complete;Sets of.Buhding;Plans;prusa�lafe Sefety,Page;(a>)set'of Energy.•.Forms,R-O=W Penn)t.fd'r,.newsconstruction',,.;
'Minimum':tend(10);WgrkIng daykafter�S�tiitiittal��te:,:;Req�itevd'Qnsite;'Cons4n%cUon P��nsyStormwatei�PJans w/$IjtiF.ence��1Sta11ed'
err
SanitaryiFaCtltttes 8 1;llunipst r:Slfe IVo�tr c Permlt for a1hnew,projects:AIi-commerclal:requirements must meettomplfance
SIGNPERMIT' Attedh'(2)sets ofNngineere l'Piarts:= ; ';a
PROPER,TY;SI14�/i:�f`requlred for'alf'NW cbfistruction. _
Directions:
-Fill out application completely.
Own9r-8 Contj"ctorsign,•back ofappliCatlon,notarised.
If over',52500;'f Notre ofComniencemant Is ®qulred. .(A/C upgrades over.$7500)
Agent(for:the contracto►)'or.Power:of Attorney(for_the owner):would'be'someone with notarized•letter from owri®r•autfiorizing same:..
OVER T."E:000N.TERPARMITTING (cgpy, : required).: ..
of�contrabt' -
Reroofs if sfitngles Sewers ServicesUpgrades! 'Fences(PIoUSurvey/Footage)
Driveways=Not over Counter if on public roadways..needs ROW
NOTICE OF DEED_.RESTRICTIONS: The un'deislgned,•understands that this permit-may be subject to°creed"restrictions"
which-may-be inore:restractive�than.County-regulations. The undersignedrassumes°responsibiii4Mr''compliance with„any
applicable deed restrictions:
UNLIC ENS ED�C:O'UTRAOGRSdANDr-CONTRACTOIt" SiB'ILriipi S"` if #Ftie °o rn'e bias hired`a``contractor or
contractors to undertake work„ftigy-stay be.•,requlred:to be licensed in;accatdance_vuith.:state arxd,tocal regolatibnori If-•the
contracte is_�notnlice�sed as required by law, both thwowner4and contractorfmay be'ci#edr'for'a misdemeanor violation
under state law. i#the owner-,'or lttertded:,contractor.are uncerWigas_:to what--:Iicen0jng.requUementsrmay-applyGfor the
J'iended:w6rk.;.they=are-advised to contact the Pasco`-County°Building-lnst ectioniDivision Licensing Section at'727-847-
8009. Furthermore, if the own0r:,has: hiredf a:contractor or-contractors he is advised,:.to.. have the contractor(s) sign
portions'-of the"con#ta'ctor.Biock"..af_this..app/ication-for whichthey..gill:tie.responsible..;•If you, as the.owner sign as the
contractor; that may be an*indication'that he is not properly licensed,and is not entitled•'•to-permitting-privileges in Pasco
County,... . .
TRANSPORTATION IMPACTIUTILITIES"iMPACT'AND,RESOURCE RECOVERYfEES: The undersigned,under.stands
that Transportationt,Impact,�,Fee.s�and:Recourse-Recovery-Fees:,may-appty to'•the construction-;of=new buildings-, change of
-use in'6:kisting cuildirigs;"or-expansion'adfii l-sting buildings, as specifed in Pasco County Ordinance number$ -07. and
90-07,, as amended....The,.undersigne.d_also understands,'-#hat.,such fees,-,as. may:,,be_due;_.will�be.:identified i t"the�time of
permitting. It lmpact•Fees'and Resource Recovery Fees must be-paid•prior to
receiving.a.�°certificate of.occupancyQ or fsrial power,release 4°,lf<the project doesr-riot-invoi.,ve a Certifcate'of occupancy or
final:power release, the fees.must be paid prior to permit issuainee. 'Futtherrif6i f'Pa'seoiCounty Water/Sewer Impact
fees are:due;theymust-tie_'paid�priorta p_et lit issuance in accordance=with applicabre:Parsco Countyordinances:
CONSTRUCTIONT,LIEN'LAW,(Ch-aptier:7�13°�,FloriitN'a�Statutes;as amefi led): Ibvatuatiol�°o iworkri%$2,5150)O�or,more}I
certify,#hat l .#tie-:applicant;.-have: been provioeo with..a:=copy=:af #hey:l=taridawCons#fru,-tiQn•Lien Law Homeowner s
Protection Guide° prepared by the Florlda,;:D.6partment of Agriculture'andEonsumer Affairs.;:If the slpplicarlt is:soryiepne
�. : _
other than the"ovlrned',:t certify that<t Lave=olytaiheda copy of fl e'�aeoiie+�escribd&1docurh& and-promise'in good faith to
deliver'it to the"owned':prior to commensL.eient. ,
CONTRACTOR'SLOIiVN
��,�. EkE-A1iDA•",ITrr;citify.thattidlltterg�for� tatltonrinth�s};applicato�tjs acctlrate;.and that all:,work
will be.done in compliance with:alI o.46bible laws'regulating construction 'zo`ning�arr��land�development.!iAppllcatton is
hereby made to obtain a permit tolojirivork� inst2illafldn`�ias'�•tnilicated. I certify,that no work or. installation has
commenced prjor to issuance of'a.permlt:andwthat all work will:be-.,performed to:meetl:staidards of all-laws regulating
construction;- County andr,0`1t 'cacl s;:zoning?regulations, an f iai d evelopment-regulations in the-juristlictioh:£ I also
certify that I understand that thwregulations of other government agenciesY,may-apply5to-thYejintended work, and:that•it Is
my responsibility.to'identify what actions:tmusttake.td.be°incompliance. SuchageneiesiriclWe but aremotrlirnited_to:
Department of Environmemtal=Arotection-Cypress Bayheads, Wetland.Areast and,Environmentally Sensitive
'Lands,Water/tNastewafef' rat; ent._ ... _
Southwest Florida Water Management DistrictVells, Cypress ..Bayheads, . Wetland Areas, 'Altering
Watercourses.
Army Corps,of Engineers-S:w&-6Iis;:Docks,,Navigabie��Watetways.
Department okHealth.-A , pbIlitative�,Services/,EFivironm`ental Health Unit=Wells;-Wastewater Treatment,
Septic Tanks.
'USY,Envitonmental,*rbtdetioh'4AAgency:Asbestos abatement:•--
FederaVAiiatl'oi -ArutFitiWAtf`rMys:
understand•that_ �;following;Gestrlctiortspplytto:the use4offili:
the.
.. _ .. ,... ^ys T .
Use of_#ill,.s,nofsallowa i`irt'Elood' one°V"unloss:expressly_pgrmittted—< .._ �.. ..
-!f`ttie-fill. M6Wffdl :is,to.be-used in Flood-zone °A", if is uiid6rst66d that a drainage plan addressing a
campensatittg voi to4mi;,be.subrn tied at�tiirnet:of permitt rig Wbib_ , prepared.by.a',professional"badineer
ilcensed by ti;e S#ate of Florida.
Jf:the.-fill:sratersal;cis.rta:be,?�used:.:irl.�Floatl Zgree'."A"`**n,connection with a permitted building-using"sfsCri;wall:.
construction, I_;cerfify that fit #rifilsbe=used onlytQ..flithe,area�WithiI�hemtem.wall ..:..
if: Ill.material Is to;.be.,used,in•.any area, I.certlfy'that use.of-such.fill will not adversely affec#..adjacent
wproperties:- if:use of.'iill is:lauodto,adyerselyaffeetadjaceltit,propettiesr#tie,owtaer may beacited for violating
the conditions of the building.permit issued.under,::the-attached permit'application, for tots-less than., ne;
-acre�which-are',.elevatedEbyA,fiil an engineered'.i raipage plan-is-required.
If I am=the AGENT'-FOR:TI 'OWNER,'t.proiriiise in good'faith to.inforrnAh&'.er of thewpermitting:conditions sel forth in
this,affidavit.prior to commendingnconstruction. I understand.that a separate permit;may be:required for electrical work,
piumbing;.ksign%-.wells;,-:pools,air,conditioning;�gas,,or other inst6ll6ti0ns-not=60ecificaliy-,inclOd6d'-inw•thesapplication. A
permit issued shall tie.`cons#rued.to be a.license to proceetiiwith the_work.and not as authority to'violate, canceIi�Alter;or;.-
setaside any prouisipns.of'the�technical codes;:nor shall.issuance of a permit.°prevent the.Building_Official from•thereafter:;
regaining,a�cor.rectisin-of:error--s=its plans,construction or violations�ot,-any-codes. .-Every°permit--issued'sl all'4ecome-invalid
unless-the-work:authorized-by such,ipermit is commenced within.six.months.of..permItass4lanca,,,.or,lf.w.orkMauthori;idity
the=permit°is-suspended:orabandoned"for`a"period:of•six(6)months after the:time thdi.%w rk is biammenced."r<An extension
may be.requested,-in writing,.-from.the.Building:Offtcial fond pe rod not to exceed ninety(90)days and wilt'demonstMte
just iflable.cause,fo�,the ext_nsion:•'1f work.ceases'for ninetyRi 90')`consecutiue:.days„the.jota•is,considered:abandoned:
WARNING;TO>AWNER:-.-:-YOUR''FAILURE-TO':RECORD An,NOTtC.F:4F COMMENCEMENT-,MAY;RESULT`iN`YQUR
PAYING ' WIC FOSR IMP ROVE MN`fS TO 1tUR� 'ROEIf fY'11=1"tU INYE�NDrTO'°G�tT% NINgN:CING CONSUL`T;.;
._;..
WITH:YOUR_LENDEW.-OR AN AtTTO �BEFtSREsItECt3RD1NG�YOUR,i a icl IUIIVIEt CEIiIIE#�IT.
LORIDA"JVRAT•`'(F:$..1;17
F
OtNNER$.OR•AGEN7:. — - yC{3N TRAG'FOR
..
Subs'cnbed.andswamto e' re.me+WlS---: ' "`Subs'ribe .andswomto"(;o "d) "fore-methis~`
Who Isla r _rsonally known t e or has/have produced who is! a personally,known 'e orrttas?hWve=prciducetf
as identification, ' isilddhtificatlori:3'
OHY P 11�� JAMIE DYE
:�. U° No Public-State of Florida ;''a�o B JAMIE DYE
Notary Public L-°s ;Notary..Pdblicx -:
` �:�= commission#66 000331
" dJly Comm.Expires Sep 28,2020 Cammissi qS p:
',O I"% @ondedt roug ' a on r sin. - ;;FOFft���' J.;; •,
m„y Bonded through National Notary As
Namepf•Nbtary typed,printed or sta ed :Name, :No rya On e, nor, ,tN pe ,•..::
s
A.
7/ 07
`DIXON
CONSTRUCTION mc�
Ou.9�-
73
5108 8th Street
Zephyrhills,FL 33542 Date Invoice#
Bill To:
P.O. No, Terms Project
,5010 761 --sr
t
Quantity Description Rate Amount
Dernt) Old -r#qV5.5e-5 AND R66)r--
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)545cm Phi 400o'D . J�) C/
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This document has been electronically Alpine,an ITW Company
signed using a Digital Signature.Printed 6750 Forum Drive,Suite 305
copies without an original signature must Orlando,FL 32821
be verified using the original electronic Phone:(800)755-6001
version. ALPINE
, pritititi+rw AwrnvCOMPANY www.alpineitw.com
H. /r COA#0 278
Tra«a«a•«««yii 11/26/2019
'a Na.
STATE OF
j
'Wgly�;y/A pA
Site Information: I; PMe,
Customer. Nitek Truss Job Number. 2024
Job Description: Duplex Fire Damage
Address: 5212 7th St,Ze h rhills,FL 33542
Job Engineering Criteria:
Design Code: FBC 2017 RES InteNVIEW Version: 18.02.01A
JRef#. 1 WQJ94240001
Wind Standard: ASCE 7-10 Wind Speed(mph): 140 Roof Load(psf): 20.00-10.00-0.00-10.00
Building T e: Closed Floor Load s : None
This package contains general notes pages,2 truss drawing(s)and 2 detail(s).
Item Seal# Truss Item Seal.# Truss
1 330.19.0915.20057 C01 2 330.19.0915.22190 C01SG
3 A14015ENC10101 4 GBLLETIN0118
•4
Florida Certificate of Product Approval#FL1999 Printed 11/26/201911:47:38 AM
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS,the National Design
Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability.The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19%and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation,the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls,the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports,the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or 1310(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or 1310, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing,wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave,20ga, grade 40; H=High Strength,20ga, grade 60; S=Super Strength, 18ga,grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118,available on-line at
www.ice-es.org.
Page 1 of 2
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL= Bottom Chord standard design Dead Load in pounds per square foot.
BCLL= Bottom Chord standard design Live Load in pounds per square foot.
Des Ld=total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL)=maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
U#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value.
Udefl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI=Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP= Panel Point.
R=maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location(Loc).
-R= maximum upward design Reaction, in pounds,from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location(Loc).
RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic)
load cases, at the indicated location(Loc).
Rw=maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic)load cases, at the
identified location(Loc).
TCDL=Top Chord standard design Dead Load in pounds per square foot.
TCLL=Top Chord standard design Live Load in pounds per square foot.
U =maximum Upward design reaction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the
indicated location(Loc).
VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(LL)=maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W=Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
References:
1. AF&PA: American Forest&Paper Association, 1111 19`h Street, NW, Suite 800,Washington, DC 20036;
www.afandpa.org.
2. ICC: International Code Council;www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043;www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co
Page 2 of 2
SEQN:126506 SPEC Ply: 1 Job Number: 2024 Cust:R9424 JRef1WQJ94240001T2
FROM:BDS Qty: 26 Duplex Fire Damage DrwNo: 330.19.091520057
Truss Label: C01 SSB / WHK 11/26/2019
_ 6'0"8 11' 15'11"8 22' i
i 6'08 4'l1"8 4'11"8 -{ 6'0„8 'l
=4X4
3 � D
T T
�1.5X4 551.6X4
055i
I�
L �?
B F Cl)
3�14 q G
13X4(A1) =3X8 H =3X4(A1) 1
H0308
22'
2, 10,
11' T 12 r 22' �• 2'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 10.00 Speed:140 mph Pf:NA Ce:NA VERT(LL): 0.142 1 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.278 1 938 180 J 1016 /- /- /510 /105 /33
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 H - - F 1016 /- A /510 /105 A
EXP:B Kzt:NA
Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL):0.063 H - - Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 J Brg Width=7.6 Min Req=1.5
TCDL:5.0 psf F Br Width=7.6 Min Re
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.433 9 q=1.5
BCDL:5.0 psf Bearings J&F are a rigid surface.
Load Duration:1.25 MW FRS Parallel Dist:0 to h/2 TPI Sid:2014 Max BC CSI: 0.593 Bearings J&F require a seat plate.
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.332 Members not listed have forces less than 375#
Loc.from endwall:Any FT/RT:0(0)/l0(0) Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE,HS VIEW Ver.18.02.01A.0205.19
Lumber B-C 1089-2447 D-E 798 -1854
Top chord:2x4 SP#2; C-D 798-1854 E-F 1088 -2447
Bot chord:2x4 SP SS;
Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Wind B-I 2343 -981 H-F 2343 -991
Wind loads based on MW FRS with additional C&C I-H 2343 -991
member design.
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-1 370 -607 I-E 370 -607
D-1 630 -140
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11/26/2019
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regwire extreme care in fabricating,handlingshi pin ,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component S fety Information,b) TPI anc3 SBCA) r safety Practices prior to performing these functions. Installers shall provide terhporary
bracin per B I.Unless noted oy erwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
attach�d rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracingg ins [led per BCSI sections B3,B7 or B10,
as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW BuildinggCompon nts Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the µMOO
truss in coMPAW
nformance with ANSIlfPI 1,or or handlin4 shipping,installation and bracing of trussesA eal on this drawl yg or cover pa e,, 13723 Rive ort Drive
tisting this drawing,indicates acceptance of roessronaQ engtneerin responstbility solelyor the desi n shown. The sui Q brltty
and use of this drawing for any structure is�he responsibility of the�uilding Designer per ANSIITPI 1 Sec.2. Suite 200
For more InfonnaFlon see this ob's eneral notes a e and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.o •SBCA:www.sbcindust .com•ICC:www.Iccsafe.0m Maryland Heights,MO 630
Gable Stud Reinforcement Detail
ASCE 7-101 140 mph Wind Speed, 15' Mean -Height, Enclosed, Exposure C, Kzt = 1.00
Dr+ IM mph Wind Speed,15'Mean Height,Partially Enclosed,Exposure C,Kzt=1.00
an 120 rph Wind Speed,15'Mean Height,Enclosed'
Exposure D,Kzt=1.00
Or, 100 nph Wlnd Speed,15'Meon Melght,Partially Enclosed,Exposure D,Kzt-IAD
2x4 Brace (1)1x4'L'Brace■ (1)2x4 L'Brace■(2)2x4'L•Brace=a)2x6'L Brace■ (2)2x6 L'Brace M radng Group Spedes and Grades
Gable Vertical No
Spacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A,
NI/N2 ,3' '3' 7' ' 8' ' e' 1' 0'3' to,8' 6' 14'0' 14'0' r.
U S P F N3 4'V 6'7' 7.V 8'6' a,10, 10'1' Ili'6' 13'4' 13,10' 141 V 14'0' e3 Stud N3
U H F Stud 4'V 6'7' 7'0' 8'6' e'too 10,1' 10'6' 13'4' 13'10' 14'D' 14'0'
Standard 4'V 5.8' 6'0• 7'7' 8.1' 10,1' 10'6' It,10• IV e' 14•o' 14'0' Ins fF-Lards SauShern PMsu
NI 4'6' 7'4' 7'8' e'B. 9.0' 10'4' 10.9' 13'8' 14.0' 14'0' 14'o' s3 03
_j o SP N2 4'3' 7'3' 7'7' 8.7' e'11' 10'3' 30'8' 13'6' 14'0' 14'0' 14'0' Stud
Standard Stnndord
(�LI D F L N3 4.2' 6.0' 6'4' 7'll' 8'6' 30 2 l0 7' 12'5' 13 4' 14.0' 14 0'
Stud 4'2' 6'0' 6'4' 7'II' e'6' to,2' 10'7' 12,5' 13'4' 141 0' 14'0'
d Standard 4.0' 5'3' 5'7' 7'0' 7'6' 9'6' 10,a III 0' 11'Iw 14'0' 14'V Group Bt
U N1 /02 4'11' 8'4' e'e' 9'10' 10'3• 11'8' 12,2' 14'0' 14'0' 14'0' 14.0' Muir
S P F N3 4'8' e'1' a 8' 9'e' 10,1' 11'7' 12'1' 14'01 141 V 141 0' 14'0' s1 L
L U H F Stud 4'8' 8'1' 8'6' 9'8' ID'1' 11'7' le'1' 14'0' 14'0' 14'0' 14'0' s1
C) Standard 4'8' 6'11' 7'5' 9'3' 9'lie 11'7' IV 1' 14'0' 14'0' 14,0• 14'0' Flr{arch Southern pkr -
NI 5'V 8'5' e'9' 9'it, 10'4' Il'10' IV 4' 14'01 14'0' 14'0' 14'0' el e1
S P N2 4.IV 8'4' 8'8' 9'10, 10'3' IS'8' 0 2' 14'0' 141 0' 141 0' 14'0' �
N3 4'9' 7'4' 7'9' 9'9' 10'2• 111 8' 12,1' 14'0' 141 01 141 0' 14'0' 1x4 Braces sma be SRB(SL-ess-Ratad Boarda
O1 D F L Stud 4'9• 7'4' 7'9' 9'9' to,2• 11'8' 12 P 14.0' 14'0' 14'0' 14'0 1x4 so PL,e art only Wust hl 55 or
Standnrd 4.8' 6'S' 6'10' 8'7' 9'2' 111 7' 12,1' 13'6' 141 0' 14'V 14'0' LTNatrhl 45 Stress�tated Boards Group B
NI /N2 5'5' 9'2' 9'6' 10,1& 11'3' 11,8' 13'5' 14'0' 141 0' 14'0' 14'0' values ra be urea slab theca roars
d S P F N3 1' 9'0' '4' f0'8' 11.1' 12'9 13' ] '0' 14'0' 14 0' 14'0' Gable Truss Detall Notesi
LJ' UO HF Stud 5'V 9'0' 9'4' 10,e' U,1' 12,9' 13'3' 14'0' 14'0' 14'0' 14'0' WkW Load defection criterion Is L240.
Standard 5'V 8'0' 8'6' 10,e• Ill 1' 12'V 13'3' 14'0• 14'D' 14'0' 14'0' P-5de uplift con—U—for 55 plf over
x Nl 5'am 9'3' 9'8' 10,11' 11'4' 13'0' 13'6' 14'0' 14'0' 14'0' 14'V -nthuoun bearkV QI psf TC Dead Load),
d P a 02 5'5' 9'2' 9'6' 10,10, IV 3' 12'11' 13'5' 14'0' 14'0' 14'0' 14.0' Goble end suppvis fond from 4.0•outtookers
N3 5'3' 8'5' 9'0' 10'9' 11'2' 12'10' 13'4' 14'0' 14'V 14'D' 14'0' rlth 2'0'wart. ,or 12'plyroad overh.Xp
.--1 D F L Stud 5'3' 8'5' 9'01 10'9• 11'2' 12,to, 13'4' 14'0' 14'0' 14'0' 14'0'
Standard 5'If 7'S' 7'11' 9'It' 10'7' 12'9' 13'3' 14'0' 14,0' 14,0'
Attach'L'traces with led(0.128'x3L'ria MeG
ahte Truss 31f For L'b— spoor.ells at V o.c,
ti fD 18•erd zones and 4•o.c.beteem zones.
Dbgonnl bran option 7KW r(m'L'braces apace raft at 3'os.
wrttt length nay be T M 18•end zoos vd 6'as beteem zoos
daWled when dagool IS, y( 'L'bm&g nust be a rk&M of BOX of reb
Mace 1.used ca n-t L renber length
dagonal brace for 4508 'L' Gable Vertical.Plate Sizes
at each e L Max eeb Br ce
total terrBth Lr 14'. WK Verticnl tit No
2x4 ff'-L Ne ar I Less than 4.0' 1x4 or 2x3
better dngonal r t Greater than 4'0' 3x4
Vertical Iergth sham bmracel sbgle
in table above. doubt cut 8' 1IE N 1 I lltb
45• fns shot)at L 1 (riy ♦Refer W corran truss tlsNprt for
upper end peak,Splice.WW hMl plates.
Corrrct dm at t e`` S•e f:. Rehr to the B.Ldtg Designer for condtk—
FAdpoht of verticnl web. Refer to chart aD 8r rx gab r•�Ny rigth ^=t°da-eased by ws det°t'
s AWG--WM rim fOLLAr A1L MDIQ a M O.MM
e)FWM(T�FUOM T1dr]F4VDG TD ML CONtPA Too Dal TNc `DWM1i • 708 REF ASCE7-10-GAB14015
Tnaree r•v+•ntrrr mr.b r.vio.tayW nad.e wdMoa)p b w: • .•
fills ttr lebrt edebn w�atsdy raovMnt mr.y`�P°n�enamu�r TPI aM SSfN ra,ct.r.ty; DATE 10/01/14
a+or b p.rfo,.ap Sae.runcelart Dawl.rt eau prow. _ DRWG A14015ENC101014
'6aow antra.t, era eau mat aw••tr attodMd ee.xwsltrO
malt mat a properly ottodMtl LRX w Shan for per,ertnt utn+l—4 E
milt mytre�q a rmlua per s ad s.�c -n.n o-m,o. plob.b.ma f.o
"LP0 rg or_U ad pod"0 fo, am..sae en w bht n.bt., "ob�.�M �.. 9 S T 0
Rater b� 160A-Z fay tWNrrd pltb aodtbu
Maas,a dNWn o1 ITV�/d,a CapuMnte I-du rat b reepoutle fog or_ry 6•n G i •et�. f•LV
AN ITWf7DA4MNY ehY eaeep,eq febts to WdIN bw N mdoworo rfth MIMP!L or far naaanW V
arbuatb.a tons or tnuvs e..............
•' MAX. TOT, LD, 60 PSF
13T33 BLmR•n DMa e W an nir ti�or mrtr1ope aaltig fMe�'ar►i•hdatH oI pro/erraal
Suaa xao For•re awry'fm tfr daeu 71r sutvalty.as uw W t)eR drs.to st+/ �N�
��.e.spv�eq 0 zudrp D.4—per wmrtrl I sew
M•vk.d M•Iyue.uolooa3 o �w ��� � �p y,,ot/_)61201 MAX. SPACING 24.0'
Gable Detail
J For Let-In Verticals Gable Truss Plate Sizes
eS fjy + Refer to appropriate Alpine gable data&for
minimum plate sizes for vertical studs.
ORefer to Engineered truss design for peak,
Splice,web,and heel plates.
Qlf gable vertical plates overlap,use o
+ single plate that covers the total area of
the overlapped plates to span the web.
veltiod + Example 2X4
# #
2X4 *2X8
'T' Reinforcement Attachment Detail
T'Relnfordno T'Reinforcing
tVIR
Member Member
! + Toe-..au -o-- End-nai
+ + To convert from'L'to'T'reinforcing members,
Provide connections for uplift specified on the engineered truss design. multiply hxreese by length(based on
appropriate Alpine gable detalU.
Attach each T'reinforcing member with
End Driven Malls. Maximum allowable'T'reinforced gable vertical
10d Conran(0448'x 3..&O Nails at 4'or-plus length Is 14'from top to bottom chord
(4)naRs In the top and bottom lards. T'reinforcing member material must notch size,
Wald Sheathing Toena&ed Nods- specie,and grade of the'L'reinforcing member.
4 N 10d Common U48'x3 In the t�aToe Toenails at 41om plus eb Length Increase w/ 'T' Brace
T'Relnf. 'T'
'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mir,Size Increase
Rein wind food 2x4 30'/.
Member 2x6 20%
ASCE 7-05 Gable Data&➢rnwlrngs Exnmplej
A1301505I014,A12015051014,A11015051014,A10015051014,A1401505IM4, ASCE 7-10 Vlnd Speed=120 mph
A13030051014,A12030051014,A11030051014,A10030051014,A14030051014 Mean Roof Height 30 ft,Kzt-LOO
Tale SpAt ASCE 7-10 6 ASCE 7-16 Gable Data&Dr hgis Gable Vertical-;4..-SP e3
A11515ENCICOUS,A12015ENC100118,A14015ENC100118,A16015ENC1O0118, 'T'Reinforcing Member Size=2x4
AIBOISENC100ll8,A20013ENCIOO118,A20015END100118,A20015PED100118, 'T'Brace Increase ffron Above) 30%=1.30
A11530ENC100118 6030,A12030ENC100118,A14030ENMW118,A1ENC100118, (1)2x4'L'Brace Length-8'7'
A18030ENC100118,A20030ENC100118,A20030ENDIDOUS,A20030PE➢100118, Maximum'T'Reinforced Gable Vertical Length
511515ENCIOMIS,512015ENC100118,514015ENCIOO IS,SI6015ENCIODUS, 1,30 x 8'7'=11'2'
SISO15ENCIOOUBI 520015ENC100118,520015END10011
511530ENCI00118,S12030ENC300. 514030EN 0` la ;r,4rb
4 MaR 518030ENC100118,520030ENC100118,S20030��Err�+, 1
ceiling See appropriate Alpha gable detail for maxar . °p('2G� ego •E�Cal4Y�ngth
Fg� a . "
i E
.aoam n T FUMM T MPA,WDE AM To ALL �MLIMM TCIE ge,�st 0' REF LET-IN VERT
drama.Carr b PabNmthp.Mndmy d bptro °°tray o e DATE 01/02/2018
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Jacqueline Boges
From: Bill Burgess
Sent: Monday, December 2,2019 11:00 AM
To: Jacqueline Boges
Subject: RE: Q2024 ESEALS
I have no problem with this submittal...Thanks
From:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>
Sent: Monday, December 2, 2019 10:43 AM
To: Bill Burgess<bburgess@ci.zephyrhills.fl.us>
Subject: FW:Q2024 ESEALS
TRUSS FOR 5212 7T"ST FIRE DAMAGE.SAM HAS NOTTURNED IN THE APPLICATION .
� I
i.
Jackie Boges = -
813-780-0020 ext 3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He
Himself we have."Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in
error, please do not read, forward, copy, etc. and delete immediately.
From:Sam Jacob<siacob273@gmail.com>
Sent: Monday, December 2, 2019 10:37 AM
To:Jacqueline Boges<iboges@ci.zephvrhills.fl.us>
Subject: Fwd:Q2024 ESEALS
EXTERNAL EMAIL
---------- Forwarded message---------
From: WILLIAM EKLUND <bi11.hitektrassggmai1.com>
Date: Wed,Nov 27, 2019 at 10:13 AM
Subject: Q2024 ESEALS
To: <SJAC0B273@gmai1.com>
1
City o.'Zep$yrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: (,pio(yq-llbp�2) C�l�
Date Received: 1 l /3 )
Site: lb f I A 54 '
Permit Type: �T --rf U u�s ,' �i"i-C�► ( Y��1 VYL Luc-
Approved Who comments:i Approved w/the below comments: ❑ Denied w/the below comments: .�
This comment sheet shall be kept with the permit and/or plans.
DEC 6 019
Kalvin er—Plans Examiner - Date Contractor and/or Homeowner
(Required when comments are present)
October 292, 2.019
To:.Mr. 8111 Burgess, (bisector)
Cc-. Mike Sutton; Joel Bacon
Property location: 5206 7th St. S., Zephyrhills,'FLORIDA 3.3542
The rheostat,for the electric wall heater in the,property has-tesh removed by the tenant,
nt,,
J:
which made the property,unlivable ac
cording:g to teri'ant, It I'$:now' !installed:correctly,
a -`
a isted above is in livable,obrid" -11 d n$
and the-apartment unit I ition.,A Of tho'-Od 10 V,110100
were cleared.by the owner. on Get.1 71h 201- 9i I am writing.on behalf of 6,code
enforcement violation I received"from Mike Sutton and JbOt Bacon on-§6p t-erh'b*er 17,-
2019.
Mike Sutton, ordinance number: 1 0� .JPMCS' 120.6,03
Joel Bacon, ordinance number: IPMCSEC704ORDl-56
Thank you,
FemRirctard P
Nuszcz Engineer. Richard,C.hrusza
PE #40080
Al -10-
Gator Electdcal Engineering r .......
2327'GIBSONIA GALLOWAY RC
Cell (063) 450-5 6
a"Jacob (Owner)
26w273.Harrison Street
Winfleld, IL 60190
(630)429A3.8-3
-b
My of zxM-1r-P%1-ixUA,
CITY OF / / / / BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE
ADDRESS DATE PERMIT-Tr �(442-�
f
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
l
C .
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR