HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED (�
Date: ( C7' --�' j"li_ Permit Number: �Ql�•Q
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Building Permit Application
9 P Petmjwn9 Count,.
Planning and Development Services
Building and Code Regulation Division St,Lucie
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT TYPE: og
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Address: `� MAO-"r-ee- Dr P"e-, FL .3 q9 T L
Property Tax ID#: 3_g02 - 6P®S - 000 N Lot No. 1
Site Plan Name: Block No. 33
Project Name: hen r'ath �$9 nA 0
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CQxNSTUGIONINFO,RMAT�ON. � t . .` `,°shrk� s irat to �x...
Additional work to be performed under this permit-check all that apply:
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
_Electric _Plumbing _Sprinklers _Generator _Roof ��' Pitch
Total Sq. Ft of Construction: 3(p Q10 Sq. Ft. of First Floor:
Cost of Construction:$ ®!q�g 090 . 00— Utilities: Sewer —Septic Building Height:
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Name
Name loi5o.,Vle Name:_. Bir ore
Address: �.` �, pleietwQ D u v'e Company: Tdlth ,d.4 -
city: For-' Ker ee- State:.FL. Address:32-,01 ,SE
Zip Code: Fax: City: SIVOW"4 State: FL
Phone No. 112. -T 7L &0.-7d Zip Code: J4679-7 Fax: '11141 x'033
E-Mail: M 8 Phone No -.1
Fill in fee simple Title Holder on ngpage(if different E-Mail
from the Owner listed above) State or County License- CCC, 133 0-7
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
If value of HVAC is$7;500 or more,a RECORDED Notice of Commencement is required.
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DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDViT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
"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 MENCEMENT."
at ner/Lessee/Contractor as Agent for Owner S=TEOF
Contractor/Lic r
STATE OF FLORIDA SLOR� ,
COUNTY OF 14 COUNTY OF 0418,2 1
r n
10 e`f ,rgc i g instrument was acknowledged before me The forgoing instrument was acknowledged before - e
¢ :.
�t i day of Qc:t oPeK 2010 by this Z'�—'4day of_ 20l by h 4v
ua�maS
aCr. o Y `0F ro
i c' F�If9�tt��h ,1 e��'1 �Q •lr�tni e a�,`�
0
ePho of person JiakJhg stateme Name of person making statement. o a'Q
amus zCh
ally Known OR Produced Identification Personally Known , oduced Identificati( na g o 0
f Identification Type of Identification z T
ced Produced a
• 4 ?jam O.qo
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tur of N as Public-State of Florida) ($'tgn ure o ary ublic-State of Florida)
Commission No. CT 11175 12( (Seal) Commission No.G; CI 73 !S' (Seal)
REVIEWS 'FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
ev.
.. --_A
U(4
MEMO etc.
s
6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30(top-surface primed or sheet inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-30(top surface primed or sheet inverted)in accordance with Section 6.3 followed by Titanium
PSU-30 in accordance with Section 6.4,
6.5.3 Tile Applications:
For nail-on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with
FRSA/TRI April 2012(04-12),using Section 6.3 as a guide,and considering the wider sheet width relative to ASTM
D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4,
For adhesive-set tile roofing,refer to Section 5.6.3 herein.
Tile shall be loaded and staged In a manner that prevents tile slippage and/or damage to the underlayment. Refer
to Table 2 herein,and Owens Corning Roofing and Asphalt,LLC published requirements for tile staging.
o n R
4
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the Installation of
this product.
Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
.....................:..'i.%•�
ecificatian=:::....,:. •�':.: :k�roduct S - - -- -;:;.;,�=:.::;�`y:::';�::_:_:r::�:>:;:;�::.
p ._.
Mission,BC,Canada F8C 1507.1.1(Exception) Titanium UDL-30;Titanium UDL-50
Qingdao,China FBC 1507.1.1(Exception) Titanium UDL-25;Titanium UDL-30;Titanium UDL-50
Dubai,UAE FRSA/TRl 04-12(2-ply system) Titanium PSU-30(Dubai,UAE)
Brentwood,NH ASTM D1970,FRSA/TRI 04-12 Titanium PSU-30(Brentwood,NN)
Intertek Testing Services NA Inc.—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
NEMO ETC,LLC Evaluation Report 111980.11.08•RS
Certificate of Authorization#32455 6TH EDITION(2017)PBC NON-HVHZ EVALUATION FL11602-R7
Titanium Roof Underlayments Revision 8:09/14/2018
Page 7 of 7
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6/2812019 Florida Building Code Qnline
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gr,. Product Apprpval
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P ucC A�nroval Menu>Prodqq orppllcpA Search>epp11rAUon List>ApplicatlOn Detail
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FL# FL27499-RO
Application Type New
Code Version 2017
Application Status Approved
CP
Comments G
Archived
Product Manufacturer Dynamic Metals
Address/Phone/Emall 3201 SE Dominica Terace
Stuart, FL 34997J
(772)872-8030 v �`
juan@dynamicmetal.net � Go� G&
P4
Signature Lara]esus °_ °' \30\f-
juan@dynamlcmetal.net
juan@dynamlcmetal.net G �e
Technical Representative
Address/Phone/Ercall
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 the Scott Wolters
Evaluation Report
Florida License PE-62354
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2026
Validated By Lucas A.Turner,P.E., MBA
s6 Validation Checklist-Hardcopy Received
Certificate of Independence %27499 RQ COi Dyn OI d
Referenced Standard and Year(of Standard) Standard Year
TAS 100 1995
TAS 125 2003
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
hftps://www.floddabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDquHOE2Ywe%2bOsCepABg3%2bkM6wP2SDMfgVZFBBOds9FlMgw%3d%3d 114
6/28/2099 Florida Building Code Online
Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Please see Eval report for Limits of Use. 1`1-274, 9 RO AE Dyn7.adf
Created by Independent Third Party:Yes
27499.8 Dynamic 13/4"Snaplock, .932" .032"aluminum roof panel, 18"wide,with 1 3/4"Snaplock
Alum seams.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI �n9 RO 11 274998Dwa p�_f
Approved for use outside HVHZ,Yes Verified By:Scott Wolters 62354
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use. FL27499 RO AE DyA&p, f
Created by Independent Third Party:Yes
27499.9 �T Dynamic 13/4"Snaplock,24 Ga. 24 Ga,galvalume coated steel roof panel, 18"wide,with 13/4"
Snaplock seams.
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL27499 RO lI 274999Dwq,p&
Approved for use outside HVHZ:Yes Verified By:Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use. 11-27492 RO AE Dyrr&of
Created by Independent Third Party:Yes
27499.10 Dynamic 1"Nailstrip, .032"Alum .032"Aluminum roof panel, 16"wide,with 1"snap fit seams.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL27499 RO II. 279.9910Dwg,pdf
Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use, FL27499 RO AE DyjQd2-0f
Created by Independent Third Party:Yes
27499.11 Dynamic 1"Nallstrip,'26 Ga. 26 Ga.galvalume coated steel roof panel, 16"wide,with 1"
snap fit seams.
Limits of a Installation Instructions
Approv for use in HVHZ:Yes FL27499 RO II 2749911Dwgadf
App ed for use outside HVHZ:Yes Verified By:Scott Wolters 62354
pact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use, FL27499 RO AE Dynll.odf
Created by Independent Third Party:Yes
27499.12 Dynamic 2"Mech Seam, .032"Alum 032 Aluminum roof panel, 18"wide,with 2"standing seams.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL27499 RO II 27499120wg pc�f
Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use. FL27499 RO 45 Dyp1?.Rdf
Created by Independent Third Party:Yes
27499.13 Dynamic 2"Mech Seam,24 Ga. 24 Ga,galvalume coated steel roof panel, 18"wide,with 2"
standing seams.
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL 7499 RO II 27,49913Dwg,pdf
Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Please see Eval report for Limits of Use. &27699RO AE Qyn13•p�_f
Created by Independent Third Party:Yes
27499.14 Dynamic 5V Crimp,.032"Alum 032"Aluminum roof panel,24"wide,with 5V Crimp
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL27499 RO II Z749914Dwg_p_..fd
Approved for use outside HVHZ:Yes Verified By:Scott Wolters 62354
impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: Please see Evai report for Limits of Use FL27499 RO AE Dyn14 pdf
Created by Independent Third Party:Yes
27499.15 Dynamic 5V Crimp,26 Ga. 26 Ga,galvalume coated steel roof panel,24"wide,with 5V
crimp.
Limits of Use T Installation Instructions
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquHOE2Ywe%2bOsCepABg3%2bkM6wP2SDMfgVZFBBOdsgFl Mgw%3d%3d 314
WOLTERS ENGINEERING
ENGINMUNOT,DRAFTING,CONSULTING
i 5211.97th Road N
West Palm Beach,FL 33412
Ph/Fx:(50)225-1982
PRODUCT EVALUATION
PRODUCT: DYNAMIC V NAILSTRiP 26.GAUGE STEEL.ROOF-PANEL(FLPA#27499.11)
MANUFACTURER: DYNAMIC METALS, LLC
340 PIKE ROAD .:
WEST PALM BEACH, FL 33411
To all concerned,
The Dynamic 1"Nailstrip 26 Gauge Steel Roof Panel, manufactured by Dynamic Metals LLC,is a non-
structural galvaiume coated steel roof panel (50 ksi.min)that meets the requirements of.Sections.1507A 3 and
1518.9 of the 6d,Edition(2017)Florida Building Code. The:panel has been tested per TAS 10.0 and 125 by
Intertek,with results shown in test reports G3443.40450=44 and:.03443.14-450-44,
Technical Documentation:
1. Drawing"NSS16-HZ"dated 6118118, signed and sealed by'Scott Walters,.PE.
2. Test Reports listed above by Architectural Testing, Inc,signed and sealed by Vinu Abraham,.PE.
3. Supplemental Calculations to support""NSS16-BIZ"drawing, signed and..'sealed by Scott Wolters,PE,
I have reviewed this submittal.per the requiremerits of FAC Product Approval Rule Chapter 61G20-3.005
(4). Based on the limitations listed below and,those.provided in the documents above,this product meets all the
requirements of the 6th Edition(2017) Florida Building Code-generally, and chapter 16 specifically,including the
HVHZ provisions.
Linmitations; This panel is approved for use Inside and outside of the HVHL
Overall Limitations: Maximum Panel Width: 16" '(rnominal)
Fastener spacing across panels: 16"O.C.(at-naiistrip)
(Panels overlap with maielfemale snap ft)
Field Installation
Maximum Design Pressure: 116'psf.
Max.Fastener Spacing: 2"from-ends,6"max. O.C,
Min. Panel Fastener: #10x1"Panclip.fastener
5F-01111ZI1�16 IN iMPA:1 x:%51 &11 CUP11NKMIAL115,TOWFF101\fiS,.&.WINPG'V-
Perimeter and Comer Installation
Maximum Design Pressure: 176'psf
Panel.Clip Anchor Spacing: 2"from ends,6".max.O.C.
Min. Panel Fastener: #10x1"Panclip fastener
Panel Sealant:. Continuous bead of Geocel 2320
at nailstrip side of seam
Underla_yment: 1 layer.of 30 ib:organic felt paper with 4p overiaps, anchored with
14
.120"x1 "galvartlzed roof nails with 32 Ga.Tin caps spaced 6"O.C. in
rows at the perimeter, at overlaps, and two intermediate rows per sheet.
(or)
Any underlayment with a valid FLPA or Miami Dade NOA
Fire Barrier: 1 layer of VersaS hield with 4"overlaps, anchored.with A 20"x1 '14"
galvanized roof nails with 32 Ga.Tin-caps spaced'6" O.C.in rows at the
perimeter,.at overlaps,. and two intermediate rows per sheet.
(or)
Any fire barrier with a valid FLPA or Miami-Dade NOA
Minimum.Substrate: 'fz (15132"min)4-ply CDX Plywood,nailed to 2x rafters spaced 24"max.
O.C.with 8d ring-shank nalis§paced:4" O.C.
Other Limitations; Roof slope must`meet requirements of FBC Section 1507.4.2.
Fire classif'icatio6.is not a part of this evaluation.
Shear diaphragm values are not a part of this evaluation.
Design of substrate is by others and isnot a.part of this evaluation.
.If you have any questions or need more information concerning this approval please contact me.
Thank you,
m
FL PE# 6235446
JUN2 9* ?018
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