HomeMy WebLinkAbout20-22606 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22606
BUILDING PERMIT
-,,PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22606 Address: 6881 WAGON TRAIL ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVERADO
Est. Value: Parcel Number: 05-26-21-0100-01200-0110
Improv. Cost: 2,300.00 OWNER INFORMATION'
Date Issued: 3/27/2020 Name: PERAZA-SMITH, GEORGE &ADRIEL
Total Fees: 82.50 Address: 6881 WAGON TRAIL ST
Amount Paid: 82.50 ZEPHYRH ILLS, FL 33541
Date Paid: 3/27/2020 Phone:
Work Desc: CONSTRUCT SCRN RM 200 SFT
CONTRACTORS APPLICATION FEES
ARM ALUMINUM INC BUILDING FEE 82.50
Ins ections Required
FOOTER 2 D ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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.
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CONTRACTOR SIGNATURE PERMIT OFFICZR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: A # A v km, G
Date Received: 0, b,7 O
Site: ua Try
Pemut,Type: �C�-Q� h ROC>Wl-
I
Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
-&/6 s10114
This nt she t shall be kept with the permit and/or plans.
MAR .
YwIe
Kal ' witzer—Plans Examiner tontractor and/or Homeowner
(Required when comments are present)
. I
813-78,0-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department pp•� /y`,7
Date Received Phone Contact for Permitting �L7 71
!!i!IEEE /� n y /7/� n ,1ltEit
Owner's Name 1'/�,eS C ��C�7 �1 fT�/ Owner Phone Number
Owner's Address 8�O �r✓�6Dn/ �'IA�Z Jr Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address �1 •
JOB ADDRESS b�O c) WA 0!1' T L SE, 1n1 LOT#
SUBDIVISION s1 vVe nto0 I?a PARCEL ID# 0.15' zb -a1 OtloV "01-76V 0111J
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER 1.4 L_U1W_I 17J
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK .rCYZf_fA1 flpOM tt
BUILDING SIZE I = SCI FOOTAGE zV HEIGHT r
-f1C'Irx-M-19 rL1''E�z.. ..r, c-c' C'1CL"'C'z-rCcz'7e'c'�t'c"c-Z'r'CE'c'E'7Criz-C' "C�c ZiZ-rrc-rX'Cc€'r7E'c'i-CSrc-L-Z7
=BUILDING $ �vO VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q !y� W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
rr
=GAS = ROOFING Q SPECIALTY = OTHER0 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NOf_�,11540
BUILDER ��� �] COMPANY
SIGNATURE REG
ry //V�� ISTERED Y/IN FEE CURREN I YIN
y
Address xi/��6V r4r 4.)00rP License# ` ec
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I icense#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address L License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEECURREN I Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
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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 wl 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 dale.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.(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
1 -
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 hens not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES 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 in Pasco County Ordinance number 89-07 and 9D-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 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$2,500.00 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/WastewaterTreatment.
- 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 to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of 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
commencingconstruction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,P Y q P 9� 9 P 9,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 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 YOUR 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 sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this
by by
Who islare personally known to me or has/have produced Who islare personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
These Standard and Plans meet the ALL WORK SHALL COMPLY WITH PREVAILING
SCREENED ENCLOSURE ENGINEERING DESIGN CODES FLORIDA BUILDING CODE,
6th Edition (2017)Florida Building Code NATIONAL ELECTRIC CODE,
AND SPECIFICATIONS FOR PERMIT APPROVAL "APPICABLE WIND SPEED ZONE: 14 N THE CITY OFZEPHYRHILLS
NANCES
JBM&R ENGINEERING, INC. RISK CATEGORY 1
CAN #7457 Aluminum frame of enclosure within 5'of a swimming pool
waterline must be bonded per the protocol and
PO Box 1566 Valrico,F133595-1566 specifications of the Electrical section of the Florida
813.741.2109(office)813.655.0061(fax) Building Code
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OPTIONAL ALUMINUM FLASHING NEEDED A
TO PREVENT WATER INTRUSION AT CONNECTION �
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INTO SUPERGUTTER - ®8" O.C. STAGGERED
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1/4" x, O.C.2" SCREW THRU BEAM AND GUTTER #10 X 1 - 1/2" ®6" FROM TOP AND BOTTOM AND 24" O.C.
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and Slmd.rd.—t the 6th EdiBm
d the 2017 Florid.B.Odmg Code
5 - #10 X 4" S.M.S. WITH 3/4" NEOPRENE WASHERS
PER 4 FT PANEL ACROSS FRONT
& 24" O.C. ALONG SIDES
RALPH E REMMERT,P.E.39610
CAN#7457
JBM&R ENGINEERING,INC.
P.O.BOX 1566
VALRICO,FLORIDA 33595-1566
(813)598-4643 FAX(813)655-0061
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SEALANT - TYP ON ALL INSTALLATIONS
-------------------------
• (5) #8 x 3/4" SMS WITH 3/4" DIAMFJFR NEOPRENE -
CLAD STEEL WASHER INTO EDGE OR'dARRIER BEAM,
TOP PLATE, OR SUPER GUTTER
y
/ N.T.S. d ✓
Cn
Lli / - :'= 12" PANEL
/ 0 NOTE: MINIMUM SLOPE = 1/2" PER FT
- ROOF PAN DETAIL
' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N.T.S.
ad n Qe.
CONCRETE n
� • a
#8 x 9/16 SMS (5 PER PAN) FOAM COMPOSITE TO SCREEN WALL HEADER DETAIL
(n j I #8 x 9/16 SMS FOR COMPOSITE - 8" O.C. ® BOTTOM ,
"HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES `.�```��R_.....
/STEECj ��` Q. '�.
(n PANE CONCRETE/MASONARY HOST STRUCTURE � �/ . \GEN`SF•••• •�
:D /�D FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN �%
jj OR 1/4" x 2-1/4" "QUICKSET" INTO CONCRETE BLOCK WALL OR TIE BEAM ® 12" O.C. _ No,39610 _
� _
WOOD FRAME HOST STRUCTURE * jr_
> FASTEN RECEIVER CHANNEL WITH #10 x 2" SMS INTO PLYWOOD *p TE W
COVERED FRAME WALL ® 8" O.C. (MUST FASTEN TO 2X STUDS) �� •• ST
STEEL PANEL HOST STRUCTURE
FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS AND WASHERS ® 10" O.C. `S�•• �- `�
• ROOF PAN OR F`QAMZO�E PiAN�rAIL f
N.T.S. ROOF DETAILS
0 smFm mw,xum PROPOSED SCREEN ROOM ADDITION•PLAN ENGINEERING, INC.
RDFADQawmwmm 16 m w1 M Q M P.O.Boxier Ni FAXW3)&W=
RBIph E.RemnrerR P.E.
ROOF DETAILS lb
� exc sm rrr5
y 0 313dON00
PREPARED FOR.
ARM ALUMINUM
`11111111 1111 1/F/ These Plms and Stmdards meet the 6th Edition
///
\\\, / of the 2DI7 Florida Building Code
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RALPH E REM MT.P.E.39610
TYP. SMB . 39610 JBM&R ENGINEERING,INC.
BOX
SIZE VARIES d p ° * * 31ALRICO,F�RIIDA1566 33595-1566
..Q C01S 598-4643 FAX(813)655-0061
STATE OF
GUTTER ATTACHED�l
•'••• P••:'��-
p ° a COMPOSITE ROOF PANEL (5) 2/ #8 X 9/16I-,j F 4OIv�B
a — #10 X 4 BEAM
SMS W/ NEO 5� ' •... ��\\
#12X3/4" SMS EACH SIDE, p WASHER PER 4 FT PANEL 8 O.C. STAGGERED // ,�,.
(SEE ATTACHMENT SCHEDULE) 10 X 2 SMS
t ° PAN ROOF: (5) #8 X 9/16" _
° TEK PER 1 FT OF PANEL 1"X 2"OB
1.5' 2.1 5"X.062"
RECEIVING CHANNEL
a
r f :
1/4" CONCERET ANCHOR EXISTING CONCRETE TIE BEAM OR X ``
WOOD FRAMED WALL (BY OTHERS) I
2 X 0.050" STRAP @ EACH BEAM LOCATIV N l
ATTACHMENT SCHDULE
EXTRUDED SUPER GUTTER—
BEAM X 2.125" X
BEAM SONRY WALL WOOD FRAME WALL
BEAM SIZE #12 SMS CONCRETE ANCHORS 1/4" LAG SCREWS 0.082" RECEIVING
EACH SIDE CACH SIDE EACH SIDE CARRIER BEAM CHANNEL
2"X4" PB 3 2; 2
2"X4" SMB 3 2,1 2 #12 SMS @ 24"
2"X5" SMB 3 z j ` 2 0.C., TOP AND
2"X6" SMB 4 W 3:1 3 NOTE: SMS TO BE PLACED A MINIMUM OF 0.5" BOTTOM WITHIN 3"
2"X7" SMB y5\• i 3: 3 FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM.
2"X8" SMB 6 j 4;j 4 UNLESS OTHERWISE SHOWN.
2"X9"X.072" SMB 6 41 4 BEAM TO GUTTER/ SCREEN ROOM
2"X9"X.082" SMB r 6 r41 4
N.T.S.
2"X1O" SMB N.T.S. 7 a4 4
_ BEAM CONNECTIONS
BEAM TO WALL dQ ]
e SM FOR PD�r:m�s�dl�w ItR PROPOSED SCREEN ROOM ENGINEERING, INC.'
I®FIOQmn= 10 YO[ If]®1 M C[ M PA.Ba Jae
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s�"�iw-��Li eam -i owe cowc.ccre C'- o� avc p R&phE Remmed,AE
BE I�
11
-� 0 3J�dON00
PREPARED FOR:
4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS ARM ALUMINUM
These Plea aid standade meet the 6th EdltTm
of the 2017 Raid.Ba1d'm,code _
• 2500 PSI COMPRESSIVE-STRENGTH AT 2-813-AYS
• REINFOR"CEMENT: 6"X6" # 10/10 W.W.M. OR TOERMESH' � — RALPHE ANf 457.E.39610
JBM&R ENGINEERING,INC.
P.O.BOX 1566
66
•,, VAPOR BARRIER. )5984F3 FAX
(813) 15—
(613)598-4643 FA%(813)655-0061
r' TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR
3 YEARS OR MORE, AND THE PROPOSED CONCRETE SLAB WILL BE IN " -•,,,,
-CONTACT WITH THE RESIDENCE. \ 5., ° Q�•�••E•.!��c''�
• IF FILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN " _ 610
MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORT
OF THE FOUNDATION. = TE OF :•cv
CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM / •• ••• �C�.��
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MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES
FOOTING SIZE REBAR
(height x width)
1=1 �
I=1 I I=1 I I=1 I
-III—III—III — I- — —__ — —I— n n
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11=1 11=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 I I—III—III—III—III—III=1 I I_
1—III—III-1 i1-1 1=1 11=1 I-1 I1 I I'-1 I H I I—I I Ia 11=1 11=1 11=-I 11=
=III=III=111-III=III=III III-I=III= II=III=III=III—III=III=1 MONOLITHIC FOOTING REQUIREMENTS FOR CARPORTS AND SOLID ROOFS
L^III
--III=III=III=III=III=III=III—III=III=III=III=III—III-111 FOOTING SIZE REBAR MAX. TRIBUTARY LOAD WIDTH
�1=1=ll L1=1 I I-IL=1�=I 11=LJ=JJ 1=1 LI-I L=1 I�=U-
LI=III—III=IJ=ILI=J1=Ll=Ll1—III=1LI-1=J=LI= (width x height) (distance between supports)
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'�rl I I—III—� 8 x8" 1 — #5 UP TO 7—9
12"x8" 1 — #5 FROM 7'-9" TO 12'-3"
12"x8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12'-3" SPAN
CONCRETE nn n
PROPOSED SCR NROOMAOOmON-CONCRUEDETAILS ENGINEERING, INC.
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'i'f=, Product Approval
!' -USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
,i{;R'i'f? rj,-'r`° FL# FL21443-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived !J
Product Manufacturer Structall Building Systems, Inc.
Address/Phone/Email 350 Burbank Rd.
Oldsmar, FL 34677
(813) 855-2627
info@structal1.com
Authorized Signature Kenny Matuza
info@structal1.com
Technical Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677-4906
(800) 969-3706
kclay@structall.com
Quality Assurance Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677
(800) 969-3706
kclay@structall.com
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Lice
Professional Engineer '
l_J Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim
Evaluation Report
Florida License PE-49497
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date 12/31/2022
Validated By James L. Buckner, P.E. @ CBUCK Engineering
t.a Validation Checklist- Hardcopy Received
Certificate of Independence FL21443 R1 COI certificate of independence.pdf
Referenced Standard and Year(of Standard)
/
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'
` RESTRCTIONS OF RECORD WHICH MAY AFFECT THE CBW CONCRETE BLOCK WALL Pee POINT OF COMPOUND CURVE
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BCIS Mome l Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications l Contact Us BCIS Site Map l L
d,,.bFr
a . ;.
Product Approval
USER:Public User
Product Approvai Menu>Product or App#ication Search>Application List>Application Detail
"If yr�Ss� ."sa( ?E si FL# FL21443-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer Structall Build!ng'Systems, Inc.
Address/Phone/Email 350 Burbank Rd.
Oldsmar, FL 34677
(813) 855-2627
Info@structall.com
Authorized Signature Kenny Matuza
info@structall.com
Technical Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677-4906
(800) 969-3706
kclay@structail.com
Quality Assurance Representative Ken Clay
Address/Phone/Email 350 Burbank Road
Oldsmar, FL 34677
(800)969-3706
kclay@structall,com
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Lice
Professional Engineer
13 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim
Evaluation Report
Florida License PE-49497
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date 12/31/2022
Validated By James L. Buckner, P.E. @ CBUCK Engineering
fZ Validation Checklist- Hardcopy Received
Certificate of Independence FL21443 R1 COI certificate of independence.pdf
Referenced Standard and Year(of Standard)