HomeMy WebLinkAbout19-21804 PP_/ CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21 4
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21804 Address: 5814 16TH ST
Permit Type: ACCESSORY BLDG. 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: 11-26-21-0010-07400-0180
Improv. Cost: 23,138.00 OWNER INFORMATION
Date Issued: 9/27/2019 Name: WIGHT, HOLLY R
Total Fees: 307.50 Address: 39424 ELGIN DR
Amount Paid: 307.50 ZEPHYRHILLS, FL. 33542-4739
Date Paid: 11/22/2019 Phone: 989-254-2371
Work Desc: CONSTRUCT 623 SID FT X 22 FT GARAGE ON PRE-SLAB
CONTRACTORS APPLICATION FEES
AMERICAN CONSTRUCTION AND PAINTI BUILDING FEE 240.00
REVISION FEE 67.50
J �1�
1
FRAME Ins ections Required
SHEATHING
FINAL
FOOTER
PRE-SLAB
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.
&_, 0�
RACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received _ Phone Contact for Permitting — tkC,v
Owner's Name ��l
�1 Owner Phone Number
Owner's Address 5 —\ t<j k� S — 1 Owner Phone Number
Owner Phone Number
JOB ADDRESS O I b f� 1L c3rS S� ZS LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK >r ,' Tv ),;L
BUILDING SI / SQ FOOTAGE HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ A AMP SERVICE = DUKE ENERGY = W.R.E.C.
=PLUMBING Is
<`-
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY Ra•fUA
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N-i FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N_J FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;.Site.Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&'',1 dumpster:Site Work Permit for all,'new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for aII.NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING . (copy of contract required)
Reroofs if shingles Sewers-,_... Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over;Counter,if on public roadWays..needs 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 responsibility.for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake-work, they may be required to be licensed in accordance;with state and local regulations. If the
contractor is not licensed as required by law, both the owner-and contractor may be'cited for'a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to'have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: Jhe undersigned understands
- - :that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
-90-67,.as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. -It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid.prior to
receiving a "certificate.of occupancy" or final power release. If the project does not involve a certificate of occupancy.or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit.issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is $2500.00 or more, I
certify that I, the applicant,, have been provided with a copy of the "Florida. Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida',Department of Agriculture and Consumer Affairs. If the applicant.is,someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise.in good faith to
deliver it to the"owner"prior to_commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT:-I certify that all the information in this application"is.accurate_and.that-all.work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as-.indicated. I certify that. no work or installation has
commenced prior to issuance of a.permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may-apply'to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas `and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- 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. ,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in-Flood Zone W" unless expressly permitted.if the fill material is to be used 'in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume°=will be submitted at time of permitting which.is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only t6fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited.for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required. {
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the.permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be require_ d for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other:installations not specifically included in.the,application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter,_or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall.become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,.or if work authorized by
,the permit is suspended or.abandoned for a period of six (6) months after the-time the work is commenced. An extension
may be requested, in writing, from the Building Official for a, period not•to exceed ninety (90) days and will demonstrate f
justifiable cause for the:extension. If work ceases for ninety(90)consecutive days, the job.is considered abandoned.
WARNING.TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF.COMMENCEMENT,MAY RESULT.IN YOUR
PAYING TWICE FOR IMPROVEMENTS,TO Y.OUR,PROPERTY. IF,YOU,INTEND TO"OBTAIN-FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE<RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom.to(or affirmed)before me this - Sub)cQbeA.and sworn kme efor me this
by )fby f ' A
Who is/are personally known to me or has/have produced Who is/are ' on Lnown to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. "Commission N .
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Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
CARLOS MALDONADO
Commission#GG 346275
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INSTR##2019199SS7 OR BK 10010 PG 3905 Page 1 of 1
S/H 11/22/2019 10:24 AM Rcpt:2110983 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk&Comptroller
Permit No. Parcel ID No LI&191•X ID /D7410 -6&0
NOTICE OF COMMENCEM T
State of �/^/• County of ��
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information Is provided in this Notice of Commencement
1. Description of Property: Parcel Identification No.
¢• .r
Street Address: ►/ h d�� �/j
d
2. General Description of Improvement (15 r 6 { II I
3. Owner Information or Lessee Information if the Lessee contracted for the improvement:
+QciU /L6'84W Zpphruh;US � ¢ � W �
Address city State Z C) R' u
Interest in Property: Cl)U C9 LLL- J C
Name of Fee Simple Titleholder. Z 0
U F- O H
(if different from Owner listed above) J cV
IL Q
LL
4. CoOL
ntractor. 04 ess Stale ® � WQf
Z U C
e
C-z �hCz (h;��S I.- o F- o Q o
/^� h7 city J state w >- 0 v
Contractors Telephone No.: gig-•�4d-YW t� _ ® � � W d Y
5. Surely. C 9 l W
Name Z 0 U 0
F-- -I Q—';�J
Address City State 0 } U m C) LL U
Amount of Bond: $ Telephone No.: YOu- W = Z O
6. Lender. ® cr W I.r._ = Q
Name IJUO Elf
O } 0
Address City State ® 0 Z c
Lenders Telephone No.: IJJ rn
LLI � Q _JUJ.
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by _ W Z >
Section 713.13(1)(a)(7),Florida Statutes:
Name U) F- P O � 0
Address city state
Telephone Number of Designated Person: p�
8. In addition to himself,the owner designates of
to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b),Florida Stat�. •�
Telephone Number of Person or Entity Designated by Owner. •
9, Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payme
contractor,but will be one year from the date of recording unless a different date is specified): IRA
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENC Q
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713. PART I,-SECTION713.13. FLORIDA STATUTES, AN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MU
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CO
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ® -
Under penalty of pedury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are trua to tha b E� •
of m no d d e'ef /1 -
S 7E RID otary Public State of Florida
c o c�enjamin R Kowalewski
r My Commission GG 264624 Signature of Owner or Lessee,or Owners or Lessee's rued
o Expires 10/20/2022 Offfcer/Diredor/Pertner/Manager
Signato//rys Title/Offfice
�1 The foregoing Instrument was acknowledged before me this day of - ,24.1 by
as ( e of authority,e.g.,officer,tnistee,attorney in fad)for
( of party a cf wh d.
Personally Known❑M Produced Identification Notary Signatur
Type of Identification Produced fl kei I- Name(Print)
1
wpdata/bcs/noUcecommencem lnt-pcD53u48
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21804
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21804 Address: 5814 16TH ST
Permit Type: ACCESSORY BLDG. 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: 11-26-21-0010-07400-0180
Improv. Cost: 23,138.00 OWNER INFORMATION
Date Issued: 9/27/2019 Name: WIGHT, HOLLY R
Total Fees: 240.00 Address: 39424 ELGIN DR
Amount Paid: 240.00 ZEPHYRHILLS, FL. 33542-4739
Date Paid: 9/27/2019 Phone: 989-254-2371
Work Desc: CONSTRUCT 625 SQ FT GARAGE ON PRE-SLAB
CONTRACTORS APPLICATION FEES -
AMERICAN CONSTRUCTION AND PAINTI BUILDING FEE 240.00
Ins ections Required
FRAME
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
NTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
ZZ Phone Contact for Permitting --
Owner's Name r� Il Owner Phone Number
Owner's Address '5 LA �tS { S"� Owner Phone Number
frt Owner Phone Number -
JOB ADDRESS ! s ( ��/ JJ _ ` LOT#
SUBDIVISION PARCEL ID# - 0I -Q-1
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R NEW CONSTR ADD/ALT SIGN 0 Q DEMOLISH
INSTALL REPAIR
PROPOSED USE 0 SFR 0 COMM OTHER I (' d' a -,
TYPE OF CONSTRUCTION Q BLOCK FRAME STEEL Q
DESCRIPTION OF WORK,x 2i
BUILDING SIZE /rem; AS a [ SQ FOOTAGE HEIGHT
ILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE 0 DUKE ENERGY W.R.E.C.
6604Y�o a2
QPLUMBING $ � f S
n��jj
=MECHANICAL $ _7 VALUATION OF MECHANICAL INSTALLATION
4�(k_=GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO V!
BUILDER /' COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN /iY/N y
Address � (ae� License# I' 67,
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LY/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.v(A/C upgrades over$7500)
" Agent(for the contractor)or Power:of:Attorney,(for the owner):would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING i;' c F(copy of'coiitract required)
Reroofs if shingles Sewers :'S .Service Upgrades A%C •Fences(Plot/Survey/Footage)•
Driveways-Not over Counter if on public roadways.:needs ROW
TICE OF DEED The undersigned understands that this permit may be subject bo ^deed^ restrictions"
ch may be more-restrictive than County regulations. The undersigned aaoumearesponaibi|itvforommmo|innoevxithany
Hicab\m deed restrictions.
LICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
itractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
/tuaotor is not licensed an required by law, both the owner and contractor may be cited for m misdemeanor violation
|er state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
nded work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
19. Fudhmrmone, if the owner has hired o contractor or contractors, he is advised to have the contractor(s) sign
ions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
tractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
/nty.
kNSPORTATION I88PACl/UTULVTVESKMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
in existing buildings, or expansion of existing bu8dinQn, as specified in Pasco County Ordinance number 80-07 and
)7, as amended. The undersigned also underotands, that such fees, an may badue, will be identified at the time of
nitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
'iving o ^oedUDcotm of occupancy' or final power no/eaom. If the project does not involve a certificate of occupancy or
power na|meoe, the fees must be paid prior to permit issuance. Furthermore. if Pasco CnuntyVVotmr/Sexwer Impact
are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
ISTR0CTUON LIEN LAW(Chapter 713, Florida Statutes, ss amended): |f valuation of work is $2.5OO.00or more, |
h/ thot |' the mpp|icent, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
ection Guide" prepared by the Florida Department of Agriculture and Conoumer/#fe/no. If the applicant is someone
r than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
eritbm the^ovvnmr^prior hocommencement.
|TRACTOR`S/OWNER"S AFFIDAVIT: | certify that all the information in this application is accurate and that all work
)e done in compliance with all applicable laws regulating construction, zoning and land development. Application is
by made to obtain a permit to do work and installation as indicated. | certify that no work or installation has
nennmd prior to issuance of o permit and that all work will be performed to meet standards of all |avvo regulating
truotimn. County and City oodae, zoning regulations, and land development regulations in the jurisdiction. | also
y that I understand that the regulations of other government agencies may apply to the intended work, and that it is
.epono|bi/hyto identify what actions | must take hobaincompliance. Such agencies include but are not limited to:
Department cfEnvironmental Protection-Cypress Bayheado. Wetland Areas and Environmentally Sensitive
Lando,VVatmr8NaatevxabarTrmatmerd.
Southwest Florida VVobsr Management District-Wells, Cypress Bovheadm, Wetland Anaoo, Altering
Watercourses.
Army Corps ofEnQ}nearo-SamvvaUm. Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Un|t-WeUm, Wastewater Tnaedment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation AuLhohty-Runways.
aroband that the following restrictions apply to the use offill:
Use of fill ia not allowed in Flood Zone Wr unless expressly permitted.
If the fill nnobeho| is to be used in Flood Zone ''A", it is understood that o drainage plan oddreaoing a
''compenaaUng volume" vviU bo submitted at time ofpermitUngvvhioh is prepared by professional engineer
licensed by the State ofFlorida.
If the fill material is to be used in Flood Zone 'Y\" in connection with a permitted building using stem vvaU
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material in to be used in any area, | certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent ppopertieo, 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, on engineered drainage plan iorequired.
/ the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
fidavit prior bo commencing construction. | understand that a separate permit may bo required for electrical work,
ing, oigns, vveUo, pop|o, air cond|Uoning, gos, or other installations not specifically included in the application. A
issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or
|de any provisions of the technical oodes, nor shall issuance of permit prevent the Building Official from thereafter
ngm correction of errors in plans, construction or violations mf any codes. Every permit issued shall become invalid
the work authorized by such permit is commenced within six months of permit issuonoe, or if work authorized by
rmit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
e naqueated, in vvhUnQ, from the Building Official for period not to exceed nineh/ AQO\ days and will demonstrate
b|e cause for the extension. If work ceases for ninety(90)consecutive days, the job,is considered abandoned.
IING TO OWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
6 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
F�LUAIOfl
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 4w"7�A,
Date Received: ZZ— aJ
Site: /614
Permit Type: 2-�as- Z b iL i Gk S'
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
4
This comment sheet shall be kept-with the permit and/or plans.
SEP 1 .12019
Kalvin Swi -Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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iNSTR#2019165979 OR BK 9980 PG 2871 Page 1 of 1
09/27/2019 12:01 PM Rcpt:2094600 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco Coupty Clerk&Comptroller
Permit No. Parcel ID No — r a.' ✓� V O ""� �''��
� NOTICE OF COMMENCEMENT ,,((��
State err I D Y' 1 Q County of l"L�,S C
THE UNDERSIGNED hereby gives notice that Improvement wW be made to certain real property,and In accordance with Chapter 713,Florida Starnes,
the following information Is provided in this Notice of Commencemenh
1. Description of Property:Parcel Identification No.
StreetAddaess:rFRLy i`(Q �tY-P 2 _F
.2. General Description of Improvement
3. Owriar Irttgrmation or Lessee tirfoWatIon if the Lessee contracted for the Improvement:
' Aridness �n Clly State ~ •
Interest in Property. D f
Name of Fee Simple TNeholder.
_ of different troro Owner listed above)
•-_—__ _ _._._• .,..— Address iry A0 Stale
4. Contractor.
Address Z7 �1 T-7 citycitySlide
Contractor's Telephone No.:
S. Surety:
Name
Address City State
Amount of Bond:5 Telephone No.:
6. Lender.
Name
Address City State
Leader's Telephone No.:
V 7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served-as provided by
Section 713A3(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates Of—
to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Etmhadon date of Notice of Commencement(the expiration date may not be before the coinpletion of construction and final payment to the
contractor,but wtif be one year from the date of recording uniess a different date is specified):
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AP PER THE EXPIRATION OF THE-NOTICE OF'COMMENCEMENT —ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713. PART1, SECTION713A3, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best
of my knowledge and belief.
cj7 ATE 0 F (� H 1`0 Signature of Owner or Less ,or Owner s or Lessee's ed
Otllear/Direetor/PmtnerlMa eager
co V OT,y OF 16A y o vJy�2�t'
Slgnetorys TNe/Office
Th Ding ant was adtrrowledged befo me this day o( �.ZOby,e P1l� /
—t e'of authadry'.e.g.,officer,trustee:aaomey In fad)for -
H n I v x! r A In of l arty an bah of whom lost um nl we "=cured
Personally Known f]DR Pmil ced Identification Notary Signature.
Type of Identification Prod i
uced Y I f I -• Name(Prim)
JENNIFER SIEFERT
Notary Public,State of Michigan
Couhty of Bay
My Commission Ma.27,2025
Acting in the County of
r wpdatalbrx/nodr ecommencemenLpc053048
`
'
STATE Or- FLORIDA, COUNTY OFpASCO
THIS |STO CERTIFY THAT THE FOREGOING|GA
TRUE AND CORRECT COPY O�THE DOCUMENT
ON FILE OROF PUBLIC RECORD \N THIS OFFICE
IMP-
it.vu.Y IL;tlGffr,, SECTION 11, TOWNSHIP 26 S., RANCE 21 E.
order number: 14826-ZH PASCO COUNTY, P'LORI.DA
of Survey: 2/08/06 mmmmw
Lots IS and 19. la Block 74. MY OF ZEPIt!'RItlLLS !j j
r R�W1CH7, as single (fannedy torn of ZWhyrJft). oa per plat thwrof •
nq person recorded in Plat Book 1, Page 54. Pub* Records of C. Fred Deuel and Awraciotes. Inc.
1 FEDERAL SAVINGS BANK Poffica County, Flaridra $lS1 Call Blvd.
American T7e!e Insurance Company ZaphyftHs. Florida 33541
mote tilte Agency, hvc. Phone: (813) 752-OR?
Fax: (513) 7112-5425
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4 a LOT 18 %: Certiiicata of authorization number t8 W?
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`� d7 WNW W plef"jr"toed 017-6 Ftafcda Mmkidralirs
Qo to Sxtlaa 47ZG27.t1ae�SWAM
de i
�' eac�isa Sterve�rar's Rtalrx Na 987e
9901.2 Ultra-Rib Wall Panel' 129 Ga.Ultra-Rib Wall Panel,over open
framing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9901 R3 11 29 Ga. Ultra Rib Wall Panel
Approved for use outside HVHZ:Yes NON HVHZ-Secured_pdf
Impact Resistant:N/A Verified By: Terrence E. Wolfe,P.E.44923
Design Pressure: +26.0 psf/-31.2 psf Created by Independent Third Party-Yes
Other: -31.2 psf/+26.0 psf at 51-011 o.c. Evaluation Reports
Fastener Spacing. Install per manufacturer's FL9901 R3 AE 29 Ga. Ultra Rib Wall
details.Not for use in HVHZ Zones. Panel NON HVHZ- Securedxdf
Party Created by Independent-T-bw Yes
f i
Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Product Evaluation Report
TRl COUNTY METALS
29 Ga. Ultra-Rib Wall Panel over open framing
Florida Product Approval#9901.2 R3
Florida Building Code 2017
Per Rule 61G203
Method:2—B
Category:Structural Components
Subcategory:Structural Wall
Compliance Method:61G203.00S(2)(B)
NON HVHZ ALL WORK SHALL COMpLy WITH pREVAILING
CODES FLORID
Product Manufacturer: A BUILDING CODE
NATIONAL ELECTRIC CODE-
Tri County Metals
301 SE 16"'Street AND THE CITY OF ZEPHyRHILLS
Trenton,Florida 32693
ORDINANCES
EnAneer Evaluator:
Terrence E.Wolfe,P.E.#44923
Florida Evaluation ANE ID:1920
Validator:
Brian Jaks P.E.#70159 REm IEW, Lo, 20��„
0TfYi--0'P-7-,ERH`RH.,
Contents: �� k
Evaluation Report Pages 1-4 ,(. ER ` M
+
NO ;
'°• STATE OF
ar.
ONAi
FL#9901.2 R3 August 16,2017
{ I
Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017,Sections 1709.2.
Product Description: Ultra-Rib Wall Panel, 29 Ga. Steel, 36" Wide, through fastened structural wall
panel. Structural Application.
Panel Material/Standards: Material: 29 Ga.Steel,ASTM A792 or ASTM A653 G90 panel material shall
comply with Florida Building Cade 2017 Section 1405.2. Optional Paint Finish.
Yield Strength: Min.80.0 ksl
Panel Dimension(s): Thickness: 0.0160"coated thickness(0.0142"uncoated thickness)
Width: 36"maximum coverage
Rib Height: Y:"major rib at 9"O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x V:" HWH SD with sealing washing or approved equal at 9"-9"-9"-9"
fastener pattern. Panel side laps fastened together w/#12-14 x 3:"HWH SD with
sealing washer at 24"O.C.
Corrosion Resistance:Per Florida Building Code 2017.
Substrate Description: Min.18 Ga.Grade 50 Steel Framing. Framing must be designed in accordance w/
Florida Building Code 2017.
Allowable Design Pressures:
Table"A"
Maximum Design Pressure: -31.2 psf +26.0 psf
Fastener Pattem: 9"-T-T-9"
FastenerSpadng: 5'-0'O.C. 5'-0"O.C.
'Design Pressure includes a Safety Factor=2.0.
♦��%%t'C tir,r
E
o jyQ ♦,
4:1 OF
10
• Ho.Mi
• "a" STATE OF a• :
a
O R I ..A,
low M
sum itO rii t1��,,,
FL#9901.2 R3
August 16,z017
f i
rFoEnginernIgesting Inc.
19530 Ramblewood Drive
Hurnble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017,Section 1709.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017,as relates to Rule 611320-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ ASTM E 1592-05(2012)Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference.
Reference Data: 1. ASTM E 1592-05
Force Engineering&Testing,Inc.(FBC Organization#TST-5328)
Report No.136-0257T-15A,B
2. Certificate of Independence
By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc.
(FBC Organization#ANE ID:1920)
Test Standard Equivalency: The ASTM E 1592-05 test standard is equivalent to the ASTM E 2592-05(2012)
test standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product(Optional)
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Of
�� C E�E ho i�e,
Ike %0
No.4li1 '-'tip
d'°; SUTEOFis' :4'
00
tv �.
artier ���FS. 0 R I 400
%
WIN ONAL
111
FL#9901.2 R3
August 16,2017
f i
/Ls l
Force Engineering&Testing Inc.
19530 Ramblewood Drive
Humble,T X 77338
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for wall cladding
wind loads.These component wind loads for wall cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel,and Chapter 16 for structural loading.
C E�E
t C E k s
No.
STATE OF •or►
iP . tv ..
FL#9901.2 R3
August 16,2017
fASIENER PAi1ERN
/12-14 X 3/4•WN
w/MM w
0 24 O.C.
p. p. p• p•
112-14 X 3/4•WM M/SFMA10 WASHER
\MN. 18 OA.CRABS 60 51M FRAWND AT 6'-0.O.C.
Slit 3Stt:44t4r,
r1
GENO
00
NC.44923
• • III
0
efllilW
August 16,2017
F '
FL# Model,Number or Description
Name P
14425.1 Series 3652 Series 3652-26 Gauge Door Assembly-Max
Size: 18'-0"x 20'-0"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14425 R4 H T1014 RevB s.ndf
Approved for use outside HVHZ:Yes Verified By:John Scates FL-51737
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+36.0/-40.0 Evaluation Reports
Other:Design pressure listed is at test FL14425 R4 AE EvalReL)t Mode13652 s.ndf
width of 12'-0".For pressures versus widths, Created by Independent Third Party:Yes
see table,on page 1,of drawing T1014
RevB.Not for use in High Velocity
Hurricane Zones.
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ARE CERTIFIED WIND LOAD RATED
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M21 FafrVate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office(972)492-9500 1 fax(972)492-0077
June 18,2018
Janus International
135 Janus International Blvd
Temple,GA 30179
Re: Janus Series 3652 Rolling Doors
To Whom It May Concern:
At the request of Janus International, I have reviewed the drawings and tests listed below.
This product was tested per ANSI/DASMA 108 and ASTM E330 procedures. The pressure listed on
the drawings are the direct result of testing or conservative rational analysis from the actual tests.
I have concluded that the construction shown on these drawings comply with the structural
requirements of the 6'' Edition (2017) Florida Building Code. I certify that I meet the
requirements of"independence"as detailed in Florida Statutes.
Drawings
T1014-RevS Series 3652 Door Assembly up to 18'-0"wide.
Test Report
Test Reports
Drawing Certified Testing Lab Report Test Date
T1014-RevB CTLA 2058W 02-17-2011
Test Facility
The test facility was located at:
CTL
7252 Narcoossee Rd.
Orlando, FL 32822
This was an accredited independent laboratory at the time of testing.
The test report was signed by a Florida PE.
Janus Series 3652 Rolling Doors
Static pressure testing was-conducted in accordance with ANSI/DASMA 108-05 and ASTM
E330-02. The testing also complied with the requirements of ANSI/DASMA 108-2012 and
108-2017. All of these standards are equivalent test procedures to meet the requirements
of the FBC for garage doors.
Calculations
The tested door was 12'-0" width and achieved +36.0/-40.0 psf design. One jamb was
3/16"thick steel while the other was filled CMU block.
The tested design load was extended to other widths using comparative rational analysis.
The loads applied to the jambs by the door via direct pressure and end-tension catenary
forces were computed using industry standard methods. Results for a variety of width are
tabulated on sheet 1 of the drawing. In addition, the computed jamb loads are shown as
"Vx"and "Vy"on sheet 2 of the drawing.
The guide fastener spacing for additional steel jamb thicknesses were computed using data
from IMES ESR-1976 and ESR-3223(ITW TEKS screws).
Installation
Anchorage Requirements:
The door drawing includes means to attach the door to the building structure as detailed
on Sheet 2.
This Evaluation Report does not address design of the wall/jambs themselves,but provides
the anticipated jamb loads that will be generated by this product, Vx and Vy, also
illustrated on Sheet 2.
Model Description
This Evaluation is for Series 3652 Rolling Doors by Janus international.
All doors consist of a corrugated steel sheet curtain suspended from a drum roller. The
curtain is suspended from a drum roller. Coiling around the drum raises the curtain. The
sides of the curtain are constrained from lateral movement along their vertical edges by
steel guides that are attached to the door jambs. This constraint provides resistance to
wind forces. The wind forces are transferred from the curtain to the guides and then
through the attachment elements to the doorjamb.
Series 3652
Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653
structural steel, grade 80, pre-painted, galvanized steel with a full coat of primer and
baked siliconized polyester finish coat.The corrugated sheets are interlocked mechanically
2
Janus Series 3652 Rolling Doors
to form the curtain. Lap splices are at approximately 20 inches on center vertically in the
installed door. The corrugation height is approximately 5/8 inches and the corrugation
pitch is 3.25 inches.Style variations include door width,windlocks,and wind load rating.
Two black Nylon windlocks are attached to the curtain at every other corrugation. The
windlock were secured with two 3/16"diameter zinc plated steel blind rivets.
Limitations
The drawings cited above are an explicit part of this evaluation report. The text of this
report does not attempt to address all design details, but relies upon the illustrations and
text of these drawings and Instructions as well.
Each door should be chosen based on the "psf" requirement determined for a specific
installation or locale.
The maximum opening width approved with this report Is 18 feet.
The maximum door height for is 20'-0"nominal.
Doors narrower than tabulated width are allowed, but carry the same psf as the next
greater width in the table.
The user of this product is reminded that rolling doors can generate substantial catenary
forces at the jambs ("Vx"). The building jambs must be designed to withstand these loads
in combinations of Vx with Vy(+), and Vx with Vy(-)shown on sheet 2 of the drawings.
This product is not for use in the Florida High Velocity Hurricane Zone(HVHZ).
ti��t111!l11��
No.S037
ZZ4pAlsOF��M` A-.` S�y OR%9,-`,6 ��
Date-2018.06.1815•:26:02=65'00-bigitally signed by John E. P.E. �j �B�ypNAi.,;
John E.Scates, P.E.
FL PE##51737
The digitally-signed file is the original.Printed copies are not originals(just as copies of paper-signed documents are not originals).
3
17996.5 Series 407 ` Viny1 Steel Out-swinging Regular Door-
Blank(no window)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17996 RI C CAC EXR 407 E330
Approved for use outside HVHZ:Yes plus5.vdf
Impact Resistant:No Quality Assurance Contract Expiration
Design Pressure:.+40/-45 Date
Other: ? 09/14/2020
Installation Instructions
FL17996 RI II ELIX0052 REV-A OS
MODEL 407 ss.ndf
Verified By.Robert J.Amoruso,PE FL PE
No.49752
Created by Independent Third Party:Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revla 415-
. 0705 ss. f
Created by Independent Third Party:Yes
AAMA
(vabtlatarJt3perstianelWrrriri lor) CERnFICAT16N PROGRAM
AUTHORIZATION FOR pRODucT 2M71FiC/►M
E1b*Door mid MetWs Company
1210 Popp Ddn
Dou0n,SA'3103
Aft:RanW Yatbi ny
The p Wud desedbed bebw Is hweW approved for Ifsfg In the next Issue of the AAMA Certified Products Directory. The approval
Is based on mxmewM cornp"m of tests,and I*reporting to the Adn bftator of the results of tests,accompanied by related dam,
by an AAMA Awredrted Labomfoly.
1.The fisting below ull be added to the next published AAMA Certified Produefs D'anectory.
SPECiFICATlON
AAMA WTERIM MOR OERTifFiCATION RECORD OF PRODUCT TESTED
AS1M1 E 3$042 M:+D,-GLS paf
ASTMI E 33M OP w 440.4115 pst
COMPANY AMID PLANT LOCATK* CPD NO SEMW MODEIL&PRODUCT' MAXIM MUM TESTED
DEWJWTION
tE9bdr i�tdustrles 407 FBW LEAF
Plant Code:EXR 7459 (ALUM11*1111 Ft�WtE)(X-0s)
(STEEL&OAMlSMi.) 310x 5'8" 2'1i 6'T"
2.This Certftffan will expire September 14,2020(extended from September 14,2015 per AAKA 16345)and rmpires validation by
continued Ming in the current AAMA Certified products Da eoM until withdrawn by manutectaw
3.Product Tested and RgWW by: Dallies Laboratarleei Inc.
Report No.: 44278 rev.
Date of Report: December 20,2011
Yafidated far Corti icadon
Associated Laboratories,Inc.
Date: January b,2012 Authorized for CertiEcation
Revised:August 11,2015
Cc: AAMA
sae Amed Architectural Manufacturers Association
ACP-04(Rev. 1f1 1)
ELIXIR DOOR.& METAL COW �
MODEL 407 NON-Il4WACT OUTSWIN+Gtn
o
VINYL,LAMINATED STEEL. DOOR
INS"F ON. E. RA. C• �
Moo
oeNERA1�mES: NBTAttLAYTON NOTEAt: O
I.THE PROMWANCHORAGE SHOMM M M E OESiMM s.IN AREAS WHEiEWOMORNE DEBM$FRLOTIArnm t.ONE(1)ft4TAL AU*Atg*M IS REQUERED AT FACH S.MINIMUM EMSEDMI MAND EDGE DISTANCE EMMMU DB V
TOCOMKYNRTH7HECURRENTEDITIONOFTHE REQUIR13MME1M UNCIPANIMPACTPRD1EC11VE ANCHORLOCAMN. WAtlFltilllHEB.INIXUDRJ08UT1lOTltMftEDT(t
FLORMSULVINGCOOE(MC)EXCL.UDINGNIGH 9YO MCOMPi.YiNOVM"EF®CFIEGUMIEMEMMR STUCOO.FOAM.SR=VMEERANDS1 M.
VELOCRYMM4ANEWHEANDTHEDESiGN WINDBORHEDEBRISREMIONSMMAND11TORYFORINE LTHEWrAUATiONA ATINEGPACmSBHONIN
PR9=RE(S)STMEDHEREIN. PRODUCTMERMIN. AIETHEMINNUMNUMBEROPANCHORBIWDMA70 N 6 9WALLATIONANWOR88HALLIBEMSTALLMIN
SPACRIG8TOBE USED FOR PRODUCT INSALLATIOTL ACCORDI WITNARCHMMAMWACRII4S H
ta.7HEPRODUCTOETAILSCCNdTAJNEDHEREINARESA8ED A.FRAAMMATERW,ALUMM MALLOYOUi.TO iNBTALLATIONWTRUCTiONSANOANCHORBSNAtI
UPON SIGNED AND SEALED TEST REPORT DAL AS DOOR PANEL MATERUL.OIMILVINYLLAMINATED 3.SMMAS ReOUIREDAT EACH OISTAUATIONANCHOR NOTSEIREDIN3USS1RA7ES'WiTHSiRENtiTN UM W
LA80RATORiES.INC.0i42TDANDASSOCiATED GALVANIZED STEELDIS•SIGN W1tMETHANEfOAMCORE. WITH LOADBOMMSHM).MAIDMUMALLOWASIX THANTHSMUi0AUMBIRENtmomMURDINTHE
LABORATORY STAMPED DRAWINGS. SHIM S M OP I MINCK SHiM WHERE SPACE OF 1NSiNCH 'ANCHOR SCHEOUI I THIS SHEET.
7.ORRIGNATtON87F STAND FOR THE FOLLOYANO ORGIREATERCIOCURS,601IRSISHALL BE CONSTRUCTED
2.ADEQUACYOF THE EXWTING STRUCTURAL 2%FRAMING XIOPERABLEPANEL OFNKRNDENSiTY PLASM 09 GET 1ER 7.INSTALLATION ANCHORB AND ABBOCiATEDHARDWARE
OR STEEL PRAMiNG AG A MAiN WIND FORCERESISTING 0:FDRED PANEL WATOEMAI)EOFODFitosm"PSWANfMATUM
SYSTEM CAPABLE OF WITHSTANDINGAND 4.ANCHM POR INSTAiL4TM INMWOOD FRAMM OR OR WWEA•CORRO"RES18TANTCOATVIG. � p�. 71
TPANSFERRINGAPPUED PRODUCT LOA08TOTHE ..HARDWARE: 140A.MINIMUMSTEELi°RAMBIGSHALLBEASSHOWNIN O•
rig
FOUNDATION IS"M RESPOOMILtTY C)F THE ENOREER A. HALF HINGES:(4)bD63.TE OMWOED ALt1MMM ANCHOR BCHEDIW THIS SNEET.
OR ARCHITECT OFRECORO. a. LATCH LOCH:KEYED
C. DFADCOLT.SINIXECYLINDER
3.1XAND 2X BUOIS MMEcN USED)314ALLBE DESIONEDAND
ANCNOREDTOPRpPF1RLYTRANSFERALLLOADBTOTHE B.SEEStiEET1FORDESI0NFIREClV1RT.
STRUCTURE BUCK OEBIGAE AND tNSTAt1ATi0N IS THE5
RF.BPOtMfLITY OF THE EENOINEER OR ARCHISECT OF
4RECORO. f.y
4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE IF•SrM CONDfiON3 CAUSE
INSTALLATION TO DEVIATE FROM THE ReMUM MENTS
DBTAR MMMEIN,ALSCENSMENOMMORARCMTECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
ANARADiLEC1i6LtR!
DESIGN PRESSURE RAM" IMPACT RATING au �A�r DtDOitLRAMQIm SIZE � .� ANCHORCAPA rCRt�•
WNEREWATERNFILTRATION WHEREWAIMPI iLTRATtOH T>frE Et 1GZ10ii iOPD SON
PEQUIREMENTISNEEDED REQUIREMENrISNOTNEEDS) NDNE SHEET MN.3
« 04WI41LO TMETAUBTEEL AgNE8/e.8.4 THREAD) iViN.33KSIYELD Ron' LAnmnwkp.L
TUBiN014 C3Ar FIN OBAR) PAN HEAD NO.8 (tASIPD(G.'IS PASTiNSIDE 3fir liSRNEGTH FL E 49M
"UNIT MUST BE INSTALLED BENEATH AN APPROVEDOVERW4NG �' SURFACE OF
THiCiWESS sussTRATE
TABLE OF CONTENT 8)81l181
SHEET DESCRIPTION 2XVK30L1 VRpECMATHMVITY F
FIN(7rBAR) PAN HEAD NO.e FOR 1• i/2` 8FECiFICC,�iAVRYQF
i GENERAL AND INSTALLATION NOTES FRAMING ASNE B18.8.4 OA2
DWtft
2 ELEVATION, ANCHORING LAYOUT APPiNGSC AnwW10:
3 VERTICAL CROSS SECTIONS iiFVRwooDaRTAi'RINGGaE3+VeFSRmiNGeAooPiI DRLLaDexaoTHDIE(Dwlle>ZE45). ��
Our Dirs4pnClrreP.Dot ,.
4 HORIZONTAL CROSS SECTIONS ftwtwft-g� cws
t �aTs cos ogrR�Ilaear
e
0
oh
381111G MAX OA Q
FRAME r
34 XC MAX.
DOOR PANEL 1D.MAX La
WMAX
N
WIDTH O.C.(Tm.)
B D 3'MAX.(TYP. t'll-3'MAX(i yP.)
3 31 r I H �` U
4 4 4'MAX.(TYP.) Q'
4 4 10'MAX. [a
G X LOCK ASSEMBLY(REGULAR ORWE4N) O.C.(TYP.)
79314' 783/A• 4 4 IS LOCATEDAPPROX 3r ABOVE W
MAX.O.A. MAX. E O BOTTOM OF DOOR LEAF ANDTHE DEAD p
FRAME DOOR ; 4 SOLTASSEMBLY APPROX.42'ABOVE X
HEIGHT PANEL BOTTOMOF DOOR LEAF.SEE STRWE O i A CLI
HEIGHT DETAILS THIS SHEET °� 8
F
dQ
�42' �
30- _(ryp.) 4�MAX.ctYP.f � �
HALF HINGES W/ A p q>
ISA
I6XW4 SCREWS SILLANCHORSPACING
A G (TYP•) SAMEAS HEAD SPACING
3 ANCHOR LAYOUTa
EXTBRiOR VIEW
ELEVATION
EXTE olt VIEW
ANCHORING NOTES.
1. MINimuM NUMBER OF ANCHORS IN JAMBS IS I& Rdmt A AInWus%P.E
1 #STAPPMSCREW. 1ANCHtr �INGVARIES.SINMOTTOEXCEEO FLPA.N449M
N8 x 211r WooD SCREW MUST BE OF
08 x ttr SCREW PENETRATE(3)THREADS 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL by tjobdtL
SCREWS { i I 18 7.ANCHOR SPACING VARIES.BUT NOT TO AAMW
MINIMUM BEYOND STEEL
l F � EXCEED UP MAXIMUM O.G. Olkcrt.Bah"t
E.
_ 1 _ a FrodbR
ENTRY DWR ENTRY DOOR or Gttxp,
S7tii=6D 'AIU STRiKEDStA1LclemPwn
woonvun+ssuosriuit xmm�.�xuemxnns
t Dxta2al
ng 50w otW
I•MIN.EMBEOMENT MB WOOD SCREW »
INSTALLATION ANCHOR
2X WOOD FRAME
(BY OTHERS) THREE(3)THREAD ^
If2•MIN. c
SEALANTTAPE TO BACK EDGE DIET. MIN.PENETRATION 4B TAPPING SCREW fm
SLOE OF MOUNTING FIN INSTALLATION ANCHOR
SEALANT TAPE TO BACK 3W MIN. ¢
SIDE OF MOUNTING FIN EDGE GIST.
Il4•MAX SHIM
EXTERIOR INTERIOR 14Z
IIN.SQUARE
SOS) m
EXTERIOR INTERIM E-a a�
vER s� 0 4L �' Z
oS
EXTERIOR INTERIOR
EXTERIOR INTERIOR
I/4•MAX SHIM
14 GA.MIN.SEIUARE
STEELTUBINO(BY
OTHERS) t
t RoEMJ.AnXwUl%P.E.
SEALANT TAPE TO BACK FL P.E.Nm 4WM
SIDE OF MOUNTING)FIN IlY MIN.
2X WOOD FRAME EDGE 01ST. 318•MIN.. DWtMy dW*d
SEALANT TAPE TO SACK EDGE DIST. by J
(BY OTHERS) SIDE OF MOUNTING FIN A+no�uso
MIN.EMBEOMEN7 I' � 1m TAPPING SCREW ON merlJ
I�WOOO SCREW THREE(3)'iHREAD INSTALLATION ANCHOR .m
INSTALLATION ANCHOR MIN.PENETRATION o. product
W000 SAL$E+� Qt1T
A w� �reSITIA E C R CAI, Oat�201bAd0S
. `��`� `.�, ogsalaor�
1/4"MAX SHIM 114"MAX SHIM
112 MIN.EDGE DIST. 11P MIN.EDGE DST. ;?
2X WOOD FRAME .r
(BY OTHERS) WOOD FRAME
(BY OTHERS) � 1:
#B WOOD SCREW WOOD SCREW
INSTALLATION ANCHOR INTERIOR INTERIOR 1NSTAWITtONANCHOR <
IFS X 3I4'SM 0
1"MK lit
1'MIN. ' r
EMBEDIVENT
EMBEDMENT
SEALANT TAPE TO BACKEXTERIOR EXTERIOR SEALANT TAPE TO BACK w
SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN °y
@t
da
E AQRI .;�I �eONNYW F AN g
14 GA.MIN.SQUARE 14 GA.MIN.SQUARE
3V MIN.EDGE DIST. OTHERS) �(BY STEEZ TIt81Nap 3V MIN.EDGE DIST. W
R INTERIOR OTHERS)
N8 TAPPING SCREW INTF�
TAPPiN6i SCpETN
INSTALLATION ANCHOR A8 X VC SMS
INSTALLATION ANCHOR
THREE(3)THREAD THREE(3)THREAD
MIN.PENETRATION MIN PQIETWRTION
Robe"A AnW.M%RE
SEALANT TAPE TO BACK EXTEFDO EXTERIOR FLP.E.No.49TI6Z'
SIDE OF MOUNTING FIN SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
s
Afflonm
io>!ss�sasos►s�s9�aar
Product Evaluation Report
Rule 61G20-3 F.A.C. j Report into. 1951,Rev. 1 1 Project No. 05-0705 1 8/3/15*1 Page 1 of 3
Product Manufacturer Product home.Modelandior Desaiution
Elixir Door and Metal Company Non-impact Glazed or Opaque,Inswing or Outswing,Painted Steel or
121S Pope Drive Vinyl Laminated Steel Doors with or without Strom Door—X
Douglas,GA 31S33
Code:Current Edition of the Florida Building Code
Caornolance Method:Fla.Admin.Code R.61G20-3.905(i)(a)—Certification Mark or Listing;as administered by the Florida
Department of Business and Professional Regulation.
Product Testing,Materials and Certification:Test Reports by Dallas Laboratories,Inc,1323 Wail ST.Dallas,TX MIS
• ELIXOOS0.#44276,dated December 2:41011 to ASTM E330-02
• MOM-#44277,dated December 21,2011 to ASTM E330-02
• EUX0052:#44278,dated December 21,2011 to ASTM E330-02
• EID S3;044279,dated December 7-1,2011 to M M E330-02
Product installadDri instructions:All drawings fisted below by PTC Product Design Group,Revision A,Dated 8/3/1S,signed
and sealed by Robert.J.Amoruso,P.E.
• ELD OW.Model 402-14 Non-impact Outswing Vinyl Laminated Steel Door w/Storm Door
• EUXOOS1:Model 402 20S Non-Impact Outswing Vinyl Laminated Steel Door w/Storm Door
• EUX0052:Model407 Non-Impact Outswing Vinyl laminated Steel Door w/Storm Door
• EUX0033:Model 430-W9 Non-Impact Outswing Vinyl Laminated Steel Door w/Storm Door
Engineering Analysis&Evaluation:The following evaluations,engineering and/or rational analysis/calculations have been
performed.
• PTC PDG Report No.1933 Anchorage Engineering for doors shown on drawings EUXi0650,ELM0052,ELIX0052 and
EUXi?0M3,signed and sealed by Robert).Amoruso,P.E.
• PTC PDG Report No.1934,Anchorage Engineering for doors shown on drawings ELIX0036,signed and sealed by
Robert J.Anioruso,P.E.
• PTC PDG Report No.1935,Anchorage Engineering for doors shown on drawings.ELD(W33,EUX0037,ELIM39 and
EUX0039,signed and sealed by Robert J.Amoruso,P.E.
Limitations&Conditions of Use:
• This product has NOT been evaluated for use Inside the HVHZ(High Velocity Hurricane Zone).
• Refer to Product installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Maximum allowed sizes of fenestration components.
a Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code and/or ASCE 7:10 for components and cladding based on allowable stress design.
• Site conditions not covered Iri this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy ofthe existing structural substrates as a main wind force resisting system capable of-withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
MNUN A, PTC Product Design Group, L.LC i PO Box 520775 ( Longwood, FL 32752.0775
321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20 3 F.A.C, I Report No. 1951,Rev. 1 I ProjOd No. 415.0705 1813/15 1 Page 2 of 3
Certificate of Independence per Product Approval 4
Rule 61G20-3.009 1,�!„��,���, 1 Digitally signed by
�'A" AWS . Robert I Ainoruso
PTC Product D p •5 01 ,6`*04vE0-�"•s•,; -i
Design G.rou ,LLC and Roberti. �• t�,,.0%'o p8..• ,3► �
Amoruso,P.E.sloes not have,nor will acquire,any • •• �' •s, �� QI1i.C[I�Robert.!.
flnandal interest in the company manufacturing or * ' N 49752 :a 2 Amoruso F o,ou=PTC
distributing product(s)covered by this Product 's'�= ,duct Design Group,
-�� 9 P
Evaluation Report. ; STAR OF :t+v, aNO N
1i J�rQ �rt,iu ptC-
Pi'C Product Design Group,LLC and Robert J. �i�fi�0 0 A;,..* 'N • S
Amoruso,P.E.do not have,nor Will acquire any �eia N�OJV,�1i Ei!� Date:209 S.O>#:�I 3
financial interest to any other entity involved in the
approval Process or testing of the product(si covered F 21:04:27-04't}Cy'
by this Product Evaluation Report. i
Evaluated By:
Robert I Amoruso,P.E.
FL P.E.License Number 49752
�wr PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752.0775
321-690-1788 1 FBPE Certification of Authorization No. 25935
t