HomeMy WebLinkAbout106 sweet bay dr 19-000118S�p1TORp � KFORD
BUILDING DIVISION
U�y
Fsr. tai''
MAR0 2019
PERMIT APPLICATION
Application No:�� �' O
Documented Construction Value: $ 25" o Oo
Job Address: I O 4 Sw�..� �j pr- . Historic District: Yes ❑ NoEJ
Parcel ID: -SoS -OAoo —0oov Residential ❑ Commercial
Type of Work New ❑ Addition ❑ Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work Zt.'V( , rooC o�, AV�r*Dwt-
Phone: q123 toss *;w. V�4.c_t,_; Fax:
y., Title: GQ":�
Email: re6. q . 6e_..4t 6 V. x:1(1 .a+✓
Property Owner Information
Name rel 0.1 5'� '_J Phone: yob Io88 S6 -x) F�(. 19'qV9
Street: -" 6 'l '4 .j' -d, Resident of property?:
City, State Zip: t74- 3,)'i7
Contractor Information
Name e'nEL'.n " . �i�� Phone:
QS U
Street: 1`g!? I IBLL') J 0 A pGw
City, State Zip: 4 p�ya�_ _ <- S-922-1
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax.
State License No.: CC— I � 2 8 09
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be 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 districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
mss•. »'
Signature of Owner? gent Date
., gAA�l . Se -0-11 4. %1
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent isPersonally
Known to Me or
Produced ID
Type of ID
10 -
�r 2-20-19
Signature of Contractor/Agent Date
%fit � �e l %t✓ S�� It y
Print Con actor/Agent's Name
0 "Il6i�V,
Signature of Notary -State of Florida Date
Contractor/Agent is ZPersonally^Known to Me or
Produced ID lazuVaQua.w www wwww
4r, 0014t,
Notary pubic State of FWda
Rebecca Burris
My Commission FF 974469
Expires 03/23/2020
'4
FLOW IS FOR OFFICE USE ON d
Notary s Veblic State of Ronda
Thomas Vem Longroy
Ex Commission 21 141386
Expires 12!2012021
Permits Required: Building
❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes ❑No ❑ # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
SCPA Parcel View: I1-20-30-505-OA00-0000
tPA
Property Record Card
PE cal. 11-20 30-505-OAOC-0000
.unrrdamenv.rwo� Proper,, AdPdaress: 106 SWEET BAY DP, SANFORD. FL 32773
Parcel Information
Parcel 11-2030.505-OAOO*"
Owner(s) ANFORD CITY OF__ _
Property Address 105 SWEET BAY DR SANFORD, FL 32773
Mailing PO BOX 1788 SANFORD, FL 32772-1788
Subdivision Name I HIDDEN LAKE PH 3 UNIT I
Tax District S1-SANFORD
DOR Use Code 82-FOREST/PARKS/REC AREAS
Exemptions i BD-CITY(2007)
Legal Description
TRACT A
HIDDEN LAKE PH 3 UNIT 1
PB 27 PGS 44 TO 47
Taxes
Page 1 of 2
Value Summary
Assessment Value
Exempt Values Taxable Value..
21til"Wisillum
2018 Cenmed
Values
Values
Valuation Method
Cost/Market
Co"arket
r
0
0
Depreciated Bldg Value
B
$228,570
r 41, a
®�
SJWM(Samt Johns Water Management)
Land Value (Market)
ql ..
$228,570
Land Value Ag
County Bonds
Legal Description
TRACT A
HIDDEN LAKE PH 3 UNIT 1
PB 27 PGS 44 TO 47
Taxes
Page 1 of 2
Value Summary
Assessment Value
Exempt Values Taxable Value..
21til"Wisillum
2018 Cenmed
Values
Values
Valuation Method
Cost/Market
Co"arket
Number of Buildings
0
0
Depreciated Bldg Value
$228,570
Depreciated EXFT Value
$0
SJWM(Samt Johns Water Management)
Land Value (Market)
$228,570
$228,570
Land Value Ag
County Bonds
00577
LMarket Value '-
$228,570
$228,570
Portability Adj
Save Our Homes Adj
$0
$0
Amendment 1 Adj
$0
$0
P&G Ad!
$0
$0
Assessed Value
$228,570
$228,570
Tax Amount without
SOH: $0.00
$0.00
Find Comparable Sales
Save Our Homes Savings: $000
I
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
Exempt Values Taxable Value..
Frontage Depth Units
County General Fund
$228,570
$228,570
So
Schools
Building Information
$228,570
$228,570
$0
City Sanford
$228,570
$228,570
$0
SJWM(Samt Johns Water Management)
Permit Date
$228,570
$228,570
50
County Bonds
00577
$228,570
$228,570
so
Sales
Description
TBookPage
Amount
nt—
QualifiedVaUlmp
_
No Sales
Find Comparable Sales
Land
http://parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=l 12030505OA000000 3/5/2019
Method
Frontage Depth Units
I Units Price Land Value
ACREAGE
0.00 0.00
12029 $19,000.00
$228,570
Building Information
Permits
Permit #
Description
Agency Amount CO Dale
Permit Date
01244
STUCCO -PAINTING
SANFORD $2,475
4/19/2011
00577
INSTALLATION OF A SHELTER; PAD PER PERMIT 106 SWEET BAY OR
SANFORD $15,000
1/3/2008
http://parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=l 12030505OA000000 3/5/2019
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Florida Building Code Online
https://www.floridabuilding.org/pr/pr app_lst.aspx
Business & Professional I
r
SCIS Home leg In User Registration Hot Topics Submit Surcharge Stats &Facts publications contact Us SCIS Ste Map finis Search
Florida
d preProduct Approval
n USER: public User
product Approval Menu > product or Aoolratlon search > Application List
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Worthouse, Inc.
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Approved for use in HVHZ
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FLft Tvee
Manufacturer
Validated Rv
Statue
FL21544-R1 Revision
Worthouse, Inc.
Steven M. Urich, PE
Approved
History
Category: Roofing
(717) 317-8454
Subcategory: Metal Roofing
•Approved by DBPR. Approvals by DBPR sial be reviewed and ratified by the POC and/or Me Commission n necessary.
The State of Florida, ls an WEE) employe[ rowriaht 2007-2013 State. of Fbrida.:: privacy Statement :: Accesshav Statement:: Raliand Statesman
Under Florida law, emad addresses are pubic records. If you do hot want your a -mad address released in response to a public -records request, do rot sen! electron[
mall to Ns entity. Instead, contact the office by phone or by traditional mai. tlyou have any questcre, please contact 850.487.1395.'Punuant to Section
455.275(1), Florida Statutes, el October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an small address if they have
one. The smalls provided may be wed for offklel communication wrth the licensee. However emal addresses are pubic record. 9 you do not wish W supply a personal
address, please pmvde the Department with an email address which can be made available to Me pubic. To detertn ine i1 you are a licensee under Chapter 455, F.s.,
please click beQ.
Product Approval Accepts:
®®®®®
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Safe
1 of 1 2/20/2019, 11:54 AM
Florida Building Code Online
https://www.floridabuilding.org/pr/pr__app dtLasp0parail...
�. rlt
fessional Regulation mksr
K]S Home Ing N User Regstation Hot Topics Subms Surcharge Stats a Facts Publcatom Corxact Us KIS Ste Map finks Sea6h
dbprp
Product Approval
Prod Pubic User
Product Anoroval MPnu > Product or AopBation Seamh > Application list > AppaoHun MUH
FL u FL21544-111
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Worthouse, Inc.
Address/Phone/Email 3100 Arapahoe Ave, Suite 104
Boulder, CO 80303
(844)749-2555
s.klarowicz@profisystem.pl
Authorized Signature Sylwester Klarowlcz
s. klarowicz@profisystem. pl
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
the Evaluation Report
Florida Ucense
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
12/31/2099
Validated By
Steven M. Uriah, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL21544 R1 COI BMBM16001.1 2017 FBC Eval Report Metal Roofing
fin
Referenced Standard and Year (of Standard) Standard year
ASTM B117 2016
ASTM G 155 2005
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL1897 2012
UL 580 2006
I of 2 2/20/2019,11:54 AM
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
https://www.floridabui lding.org/pr/pr_app_dti.aspx?parain=wG...
Method 1 Option D
10/02/2017
10/02/2017
10/07/2017
12/12/2017
FL 9
Model, Number or Name
Description
21544.1
Supre, Dura, Eura and Ulta Metal
Through -fastened, preformed, min. 26 ga. painted, steel
Roof Panels
panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21544 R1 II BMBM16001,1 2017 FBC Eval Report Metal
Approved for use outside HVHZ: Yes
Roofina final.odf
Impact Resistant: N/A
Verified By: Zachary R. Priest PE -74021
Design Pressure: +0/-157.5
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL21544 RS AE BMBM16001.1 2017 FBC Eval Report Metal
Roofing final.odf
Created by Independent Third Party: Yes
Beck Nert
contact Us:: 2801 Blair Stone Road, Tallaha=see FL 32399 phone: 8S0-487-1824
The State of Florida a an AA/EE3 employer. rommht 20074013 State of Florida :: Privacy Statement :: Ames=irirtv statement :; Refund statement
under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pubic. records request, do not send electronic
mall to this entry. Instead, contact the office by phone or by traditional mad. B you have any questions, please contact 850.487.1395. 'Pursuant to Sectlon
455.275(1), Florida statutes, effectNs October 1, 2012, dcersee , licensed under chapter 455, F.S. must provide the Department with an small address if they have
one. The emads provided may be used for official communication with the licensee. However email addresses are pubic record. B you do not wish to supply a personal
address, please provide Me Department with an email address which can be made available to the pubs. To date= his f you are a kersee under chapter 455, BS.,
please ckk h;g.
Product Approval Accepts:
MW W] ® 6Nci
Credit Card
Safe
2 of 2 2/20/2019,11:54 AM
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: WORTHOUSE INC.
3100 Arapahoe Ave, Suite 104
Boulder, CO 80303
(844)749-2555
www.worthouse.com
Manufacturing: Poland
Quality Assurance: UL LLC (QUA9625)
SCOPE
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE, 6TH EDITION (2017)
Category:
Roofing
Subcategory:
Metal Roofing
Code Sections:
1504.3.1, 1504.3.2, 1504.6, 1518.9, 1523.6.5.2.4
Properties:
Wind Resistance
PRODUCT DESCRIPTIONS
Panel: Supre Panel
Description: Through fastened preformed panels; Maximum 45.28 -inch coverage
Material: Minimum 26 ga. painted steel (FY = min. 46 ksi);
Shall conform with FBC Section 1507.4.3
Issued October 1, 2017
n, �.�n��..
%ate\-��n ��r.
Supre Panel Dimensions
BMBM16001.1 FL21544-R1 Page 1 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
Panel: Dura Panel
Description: Through fastened preformed panels; Maximum 45.28 -inch coverage
Material: Minimum 26 ga. painted steel (Fy = min. 46 ksi);
Shall conform with FBC Section 1507.4.3
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WORTHOUSE INC.
Metal Roofing
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Dura Panel Dimensions
Panel: Eura Panel
Description: Through fastened preformed panels; Maximum 43.34 -inch coverage
Material: Minimum 26 ga. painted steel (Fy = min. 46 ksi);
Shall conform with FBC Section 1507.4.3
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Eura Panel Dimensions
BMBM16001.1 FL21644-R1 Page 2 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
Panel: Ulta Panel
Description: Through fastened preformed panels; Maximum 44.88 -inch coverage
Material: Minimum 26 ga. painted steel (Fy = min. 46 ksi);
Shall conform with FBC Section 1507.4.3
WORTHOUSE INC.
Metal Roofing
1111111M
❑IA�IFmI�Vemmi�i�jokkml 8iir4�i�i/t N &Iso
Ulta Panel Dimensions
BMBM16001.1 FL21544-R1 Pace 3 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED ASSEMBLIES
WORTHOUSE INC.
Metal Roofing
System 1A: Direct -to -Deck
Slope:
Shall be in accordance with the FBC.
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max.
24 in. span; Designed by others in accordance with FBC requirements.
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
shall be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or
Underlayment
any approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave,
underlayment shall be wrapped over the eave and down the fascia prior to installing the
drip edge metal. In the HVHZ, the valley pan shall be sealed to the undedayment on each
edge with a continuous 3/4 -inch wide bead of approved sealant.
4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "10
screws per panel' for Supre, Dura and Ulta Panels or "12 screws per panel' for Eura
Attachment:
Panel (see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm
HWH screws with 14mm O.D. sealing washers at the preformed locations; Fasteners shall
penetrate the deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with
section 1507.4.4 and 1506.6.
Maximum Design
-67.5 psf
Pressures:
Pressure calculated using 2:1 margin of safety per 1504.9
Maximum Mean Roof Heights for Gable/Hip Roofs
Slopes 2:12 — 6.1:12 and >6.1 — 12:12 (Gable Roofs only)
Basic Wind Speed (mph)
Exposure
120 130 140 150 1 160 170 180 190 200
Zone 1
B 60ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 It 60 ft 60 ft
:P160
C 60ft 60 It 60ft 60 ft 60 ft 60 ft 60 ft ft 50 ft
D 60 ft 60 ft 60 it 60 ft 1 60 ft 60 It 60 ft 1 38 ft 21 ft
Zone 2
B 602 60 ft 60 it 60 ft 1 60 ft 60 it 57 ft 40 it NA
C 60 ft 60 ft 1 60 ft 60 ft 1 46 ft 1 26 it NA NA NA
D 60 ft 60 ft 60 ft 40 ft 1 19 ft I NA NA NA NA
Zone 3"
B 60 It 60 ft 60 ft 52 ft 33 It NA NA NA NA
C 60 ft 52ft 25ft NA NA I NA NA NA NA
D 55 It 22 ft NA NA NA I NA NA NA NA
Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based
on an effective wind area of 1W or less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Ke = 0.85 7) Projects with mean roof
heights of greater than 60 It shall be evaluated by a licensed design professional 8) See page 8 for details for dimensions and
locales of Zone 1, 2, and 3 9 VW is shown in the tables above. Design wind loads are calculated using V„ = V,,,40.6 per 1609.3.1.
For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2.
BMBM16001.1 FL21544-R1 Page 4 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply mri anly, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
WORTHOUSE INC.
Metal Roofing
System 1B: Direct -to -Deck
Slope:
Shall be in accordance with the FBC.
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max.
24 in. span; Designed by others in accordance with FBC requirements.
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
shall be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or
Underlayment:
any approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave,
underlayment shall be wrapped over the eave and down the fascia prior to installing the
drip edge metal. In the HVHZ, the valley pan shall be sealed to the underlayment on each
edge with a continuous 3/4 -inch wide bead of approved sealant.
4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "20
screws per panel' for Supre, Dura and Ulta Panel or "24 screws per panel' for Eura
Attachment:
Panel (see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm
HWH screws with 14mm O.D. sealing washers at the preformed locations. Fasteners shall
penetrate the deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with
section 1507.4.4 and 1506.6.
Maximum Design
-97.5 psf
Pressures:
Pressure calculated using 2:1 margin of safety per 1504.9
Maximum Mean Roof Heights for Gable/Hip Roofs
Slopes 2:12 — 6.1:12 and >6.1 —12:12 (Gable Roofs only)
Basic Wind Speed (mph)
Exposure
120 130 140 150 1 160 170 180 190 200
Zone 1
B 60ft60ft 60 ft 60 ft 1 60 ft
60 ft 60 ft 602 60ft
C 60 ft 60 It 60 ft 60 ft 60 ft
60 ft 60 ft 60 ft6O ft
D 60 it 1 60 it 1 60 ft 1 60 ft 1 60 ft
1 60 ft 60 it 60ft 60ft
Zone 2
B 60 ft 60 ft 60 It 1 60 ft 1 60 ft 1 60 ft 60 ft 60 ft 60 it
C 60 ft 60 It 60 it 1 60 ft 1 60 It 1 60 ft 1 60 It 52 ft 31 it
D 60 ft 60 ft 60 it 60 It 1 60 ft 1 60 It 40 ft 22 ft NA
Zone 3^
B 60ft 60 ft 60 ft 60 ft 60 ft 60 ft
52 ft 36 ft NA
C 60 ft1 60 It 60 ft 60 ft 1 40 ft 22 It
NA NA NA
D 60 ft 1 60 ft 60 it 35ft 1 19 ft NA
NA NA NA
Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based
on an effective wind area of 10ftor less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof
heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 8 for details for dimensions and
locales of Zone 1, 2, and 3 9 V„ n is shown in the tables above. Design wind loads are calculated using V,w = Vw,40.6 Per 1609.3.1.
"For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2.
BMBM16001.1 FL21544-R1 Page 5 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
WORTHOUSE INC.
Metal Roofing
System 2A: Batten/Counter Batten
Slope:
Shall be in accordance with the FBC.
Solid or closely fitted min. 15/32 in, plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in.
span; Designed by others in accordance with FBC requirements.
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment shall
Underlayment:
be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or any
approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave, underlayment
shall be wrapped over the save and down the fascia prior to installing the drip edge metal.
Counter Batten:
1x4 No. 2 SYP lumber laid maximum 24 -inch o.c. over the plywood deck trusses/rafters and
perpendicular to the save
2x4 No. 2 SYP lumber installed 14 -inch o.c. and perpendicular to the counter batten. Two (2)
Batten:
3.5' x #10 stainless steel deck screws installed at each batten/counter batten intersection
through plywood deck into the wood trusses/rafters.
4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "5
screws per panel" for Supre, Dura and Ulta Panels or "6 screws per panel" for Eura Panel
Attachment:
(see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm HWH screws
with 14mm O.D. sealing washers at the preformed locations. Fasteners shall penetrate the
deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with section 1507.4.4
and section 1506.6.
Maximum Design
-116.25 psf
Pressures:
Pressure calculated using 2:1 margin of safety per 1504.9
Maximum Mean Roof Heights for Gable/Hip Roofs
Slopes 2:12 — 6.1:12 and >6.1 — 12:12 (Gable Roofs only)
Basic Wind Speed (mph)
Exposure
120 130 140 150 1 160 170 180 190 200
Zone 1
B 60 ft 60 ft 60 It 60 ft 1 60 ft 60 ft 60 ft 60 ft 60 ft
C 60 ft 60 ft 60 ft 1 60 ft 1 60 It 1 60 ft 60 It 60 ft 1 60 ft
D 60 ft 1 60 ft 1 60ft 1 60 ft 1 60 It 1 60 ft 1 60 ft 1 60 ft 1 60 ft
Zone 2
B 60260ft 1 60 ft 60 ft 1 60 ft
1 60 ft 1 60 ft 1 60 ft 1 60 ft
C 60 ft 60 ft 1 60 ft 1 60 ft 1 60 ft
1 60 ft 1 60 It 1 60 ft 1 60 ft
D 60 ft 60 ft 1 60 ft 60 ft 60 It
60 ft 60 it 60 ft 33 ft
Zone 3"
B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60ft 60 ft 48ft
C 60 ft 60 ft 1 60 It 60 ft 60 ft 52 ft 30ft 19 ft NA
D 60 ft 60 ft 1 60 ft 60 ft 46 ft 22 ft NA NA NA
Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based
on an effective wind area of loft' or less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4) Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Kd = 0.85 7) Projects with mean roof
heights of greater than 60 ft shall be evaluated by a licensed design professional 8) See page 8 for details for dimensions and
locales of Zone 1, 2, and 3 9 V„ n is shown in the tables above. Design wind loads are calculated using V„d = V,,,40.6 per 1609.3.1.
For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2.
BMBM16001.1 FL21544-R1 Pane 6 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
WORTHOUSE INC.
Metal Roofing
System 2B: Batten/Counter Batten
Slope:
Shall be in accordance with the FBC.
Solid or closely fitted min. 15/32 in. plywood sheathing for new and existing construction at
Roof Deck:
max. 24 in. span; In the HVHZ, new construction shall be min. 19/32 in. plywood at max. 24 in.
span; Designed by others in accordance with FBC requirements.
Installed in accordance with FBC requirements. In the HVHZ, the minimum undedayment shall
Undedayment:
be ASTM D 226, Type II installed in accordance with Sections 1518.2 and 1518.4 or any
approved underlayment for use in the HVHZ. In the HVHZ, at the rake and eave, underlayment
shall be wrapped over the eave and down the fascia prior to installing the drip edge metal.
Counter Batten:
1x4 No. 2 SYP lumber laid maximum 24 -inch o.c. over the plywood deck trusses/rafters and
perpendicular to the eave
2x4 No. 2 SYP lumber installed 14 -inch o.c. and perpendicular to the counter batten. Two (2)
Batten:
3.5" x #10 stainless steel deck screws installed at each batten/counter batten intersection
through plywood deck into the woad trusses/rafters.
4.8mm x 35mm HWH screws with 14 mm O.D. sealing washers attached at a rate of "10
screws per panel" for Supre, Dura and Ulta Panels or "12 screws per panel" for Eura Panel
Attachment:
(see Appendix A for fastening patterns); Panel laps stitched with 4.8mm x 19mm HWH screws
with 14mm O.D. sealing washers at the preformed locations. Fasteners shall penetrate the
deck a minimum 3/8 -inch and shall be corrosion resistant in accordance with section 1507.4.4
and Section 1506.6.
Maximum Design
-157.5 psf
Pressures:
Pressure calculated using 2:1 margin of safety per 1504.9
Maximum Mean Roof Heights for Gable/Hip Roofs
Slopes 2:12 — 6.1:12 and >6.1 —12:12 (Gable Roofs only)
Basic Wind Speed (mph)
Exposure
120 130 140 150 1 160 170 180 190 200
Zone 1
B6011
60 ft 6011 6011 1 60 ft 60 ft 60 ft
6011 6011
C
60 it1 60 ft 1 60 It 60 ft 1 60 ft 1 60 ft 1 60 ft
1 60 ft 1 60 ft
D
6011 1 6011 1 6011 1 6011 1 6011 1 6011 1 60 ft
6011 1 60 ft
Zone 2
B
6011 60 ft 60 ft 60 ft 60 ft
60 ft 60 ft 60 ft 60 ft
C
60 it 60 ft 60 ft 60 ft 60 ft
60 ft 60 ft 6011 60 ft
D
60 it 60 ft 60 ft 60 ft 60 ft
60 ft 60 ft 60 ft 60 ft
Zone 3"
B
6011 6011 6011 6011 6011 6011 6011 6011 6011
C
60111 6011 1 60 ft 60 it 60 ft 6011 60 ft 60 ft 48 ft
D
1 6011 1 6011 1 6011 1 6011 1 6011 1 60 ft 60 ft 36 ft 20 it
Notes: 1) Exposure category for the structure location shall be as defined in the Florida Building Code 2) Limitations are based
on an effective wind area of 1011' or less 3) Topographic factors such as escarpments or hills are not included in the above
assessment 4)
Applicable for Enclosed Buildings without overhangs 5) NA = "Not Allowed" 6) Ka = 0.85 7) Projects with mean roof
heights of greater than 60 11 shall be evaluated by a licensed design professional 8) See page 8 for details for dimensions and
locales of Zone
1, 2, and 3 9 V„¢ is shown in the tables above. Design wind loads are calculated usingVw = V",40.6 er 1609.3.1.
'For hip roofs 2:12 to 5.6:12, Zone 3 shall be treated as Zone 2.
BMBM16001.1 FL21544-Rt Paqe 7 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Gable
CREEK
TECHNICAL SERVICES, LLC
Hip Ia\
X
WORTHOUSE INC.
Metal Roofing
Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but
not less than either 4% of the least horizontal dimension or 3fi.
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3. Reroofing shall be in accordance with FBC Section 1511 outside the HVHZ and Section 1521 inside the
HVHZ.
4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
5. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
REFERENCES
Enti
Reoort No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
BDMT-001-02-01
UL 1897
2012
UL 580
2006
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
BOMT-001-02-02
UL 1897
2012
UL 580
2006
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
BDMT-002-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
BDMT-00402-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
BDMT-005-02-01
ASTM G 155
2005a
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
BDMT-006-02-01
ASTM B 117
2016
TAS 100
2000
BMBM16001.1
FL21544-R1
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
.CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
WORTHOUSE INC.
Metal Roofing
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
,�.�;c 2017.10.01
No 74021 17:17:12
:9 • STATE OF ;:k/:+� —04'00'
Zachary R. Priest, P.E.
ONA' % Florida Organization No.IA E96 1on No. 021
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
APPENDIX A— Fastening Patterns (6 pages)
BMBM16001.1 FL21544-R1 Page 9 of 9
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
WORTHOUSE INC.
Metal Roofing
APPENDIX A
I SuDre Panel Fastenina Patterns I
"5 screws per panel"
"10 screws per panel" with one (1) fastener at each indicated location.
"20 screws per panel" with two (2) fasteners at each indicated location
BMBM16001.1 FL21544-Rl Page 1 of
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
BUDMAT
Metal Roofing
APPENDIX A
BMBM16001.1 FL21544-Rt Page 2 of 6
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
BUDMAT
Metal Roofing
APPENDIX A
"6 screws
"12 screws per panel" with one (1) fastener at each indicated location.
"24 screws per panel" with two (2) fasteners at each indicated location
BMBM16001.1 FL21544-Rl Page 3 of 6
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
BUDMAT
Metal Roofing
r11:1WIMI EI9
"5 screws
"10 screws per panel" with one (1) fastener at each indicated location.
"20 screws per panel" with two (2) fasteners at each indicated
BMBM16001.1 FL21544-R1 Page 4 of 6
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
®CREEK
TECHNICAL SERVICES, LLC
BUDMAT
Metal Roofing
APPENDIX A
Batten/Counter Batten Fastening Patterns
4.8mm x 35mm HWH screws with 14mm Budmat Panel
O.D. sealing washer
r
1 x4 No. 2 SYP lumber
Counter Batten �r� 2 x4 No. 2 SYP lumbar Batten
Min. 15132 plywood deck Undedayment
3.5' x #10 stainless steel deck screw
Supre Panel to Panel Connection
F l� r ✓��
J
Z /T
Dura Panel to Panel Connection
4
3 <!2
1
BMSM16001.1 FI21544-Rt Page 5 of 6
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
to Panel Connection
FA
Ulta Panel to Panel Connection
BMBM16001.1
117
END OF REPORT
FL21544-R1
BUDMAT
Metal Roofing
APPENDIX A
6 of
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019022814 Book:9308 Page: 1145; (1 PAGES) RCD: 3/5/2019 11:27:03 AM
REC FEE $10.00
I IQ
THIS INSTRylfpEyT PREPAf3�D aYP
Name _ ufi</'Y /3e.a..l� /L� .60' 3
Address
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number
Parcel to Number
aRTIFIEDCOPY GRANTMALOY
CLERK THE CIRCUIT COURT
r.31
MI E TY, FLORIDA `.i'%�>i•'
DE�1TY CL RK
Dire MAD fl Ei Z4
-30-10-'57— 0AOO-0000
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
GENERAL DESCRIPTION OF IMPROVEMENT
OWNER
Address A/. Xr V4�
Fee Simple Title Holder (If other than owner) Name
Address
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713 13(1)(b) Florida Statutes
Name
In addition to himself Owner
To receive a copy of the Lienor a Notice as Pmwded in
Section 71313(1)(b) Florida Statutes
Expiration Date of Notice of Commencement (The expiration date he 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713 13
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 penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true
to the best of my knowledge and belief /
s Svmdua Owner's PmtodNe e
Flonda Statute 713 13(1)(g) The own mum sign the m of commencement and no one dee nay be p=Mdd (oven in Ns w her goad
State of County of aSaiml..I.ld�1
The f fie omCJ
g Instrument was acknowledged before me this o' day of
byO.KQi1if, r -i( Who is personally k con to me kr
Name otyemn making statement
OR who has produced identification ❑ type of Identification produced
„far w NIxNy Pubao Stets of Fbdda
L%LRaWb%e'�= Burdsy CommonFF874489
ekuOL23." omrysigmw