HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number: 704
Ke
•
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax:(772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line
PROPOSED IMPROVEMENT LOCATION: f 1
Address: 02.9 D%'c-y- I nso n Te.r
Legal Description: 0 IeAnAAr Pines BL-K I Ljo T I S I
-1'
Property Tax ID#: 3415 - 706-0 022- 0 0 O - O Lot No. 161
SitePlan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
J.
DETAILED DESCRIPTION OF WORK:
move £ `fla2 5+ CAeagp Swicw, &.or , C►v'0 S�Ze � Chgn� -M o�n.iiq�
Y 1 6
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit-check a appy:
HVAC Gas Tank ❑Gas Piping _Shutters Window oor
Electric 0 Plumbing Sprinklers 0 Generator E] Roof Roof pitch
Total Sq. Ft of Construction: S . Ft.of First Floor:,
Cost of Construction:$ /6,00.00 Utilities:n Sewer Septic Building Height:
-.`OWNER/LESSEE: CONTRACTOR:,. {
Name L-T��S 7CL Name:
Address: LIE) 9 k k'k assn Company: Crn4---�a^j -Bu,1J_e r'r c
City: p.5.L State: 'ti Address: 26/3 DViS4 AZo
Zip Code:5 49S ti Fax: City: L. State:_
Phone No. T?2.33 b l L0' 01 Zip Code: 3 Y 9f Z- Fax:
E-Mail: Phone No. 97 3'7v;_ oS�19
Fill in fee simple Title Holder on next page(if different E-Mail: W,+c.70N__1_Awy P &t(s'o-,vu .,,e7-
from
neTfrom the Owner listed above) State or County License: "CGC 0--r5o y2
if value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN-LAW INFORMATION
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:
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 thepermit 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 jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencingiwopk or recording our Notice of Commencement.
I
s
Signature of Owne essee/Co tractor as Agent for Owner Signature of Contrac r/Licens Holder
STATE OF FLORIDA STATE OF FLO A
COUNTY OF ZVA-4Z1' COUNTYOF /7/ moi^/
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this day of 201Zby this 3 qday of ! ,20 1 by
(Name of person acknowledging) (Name of person acknowledging)
S-Lin a Jadusin "'a Sabra Jadusin&I
&Vtl
—nature of Notary Pubj c-Stat of Florida) (Signature of Notary P lic-'- a of Florida) /
Personally Known ORP �I� Y ication� Personally Known R Pro ' � [�
Type of IdentificatWod '> Type ofIdentification PTE OF( IDA STATE O F RIDA
Commission No. FF'IW045Commission No. Comm#XSFires 7/19/2018 Expires 7/19/2018
Revised 07/15/2014
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
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Plarlda
WIN 3 Product Approval
+ y ! USER:Public User _
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Product Approval Menu>Product or Application Search>Application List>Application Detail
Z, '� ..
g * s FL# Fl-15213-112
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived Cl
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 16
ronoconnell@plastpro.com
'i
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
it
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J.King,P.E. I
E Validation Checklist-Hardcopy Received
Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.Ddf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2005
ASTM E1866 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201,202,203 1994
'I
I
11
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/23/2015
Summary of Products
Go to Page Page 1/2
I
FL# Model,Number or Name Description
15213.1 a.Smooth/Wood Grain/White Wood_ 6'8"I p clam Op Tu Qb�g1r lass Si gle or-
Grain/Rustic/Mahogany Series Inswing/Outswi 'Q fguration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports I
Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.1.odf
additional use limitations,installation instructions and Created by Independent•Third Party:Yes
product particulars.
15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO
Fiberglass Door -Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.2.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO-
Fiberglass Door Configuration) ' I
i
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15213.3 for Design Pressure Ratings,any FLIS213 R2 AE Eval 15213.3.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing,'-Inswing/Outswing(OX or XO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports I
Other:See INST 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eva] 15213.4.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.5.odf
plastprow 8; E---
5200
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W. CENTURY BLVD.
LOS ANGELES CA 90045 .�Y'•.•...,,,,,.. g.`� 1 H
37.50^MAX.O.A. �� o> m
FRAME WIDTH � '���/ *Rf\```�. o r�m z
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Smooth/Wood Grain-/White Wood Grain
Rustic/Mahogany Cha a N a a
Series Fiberglass Door a Oz
INSWING/OUTSWING ° R:
"IMPACT"
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GENERAL NOTES CL
1. This product has been evaluated and is In compliance with the 5th Edition o a X o
�? (2014)Florida Building Code(FBC)structural requirements excluding the"High
Velocity Hurricane Zone"(HVHZ).
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2• Product anchors shall be as listed and spaced as shown on details.Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product
complies with Section 1609.1.2 of the FBC and does not require an impact N
resistant covering.This product meets missile level"Wand includes Wind Zone 4 z
as defined in ASTM El and Section 1609.1.2,2 of the FBC. O
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4. For 2x stud framing construction,anchoring of these units shall be the same as
that shown for 2x buck masonry construction. I?
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5. Site conditions that deviate from the details of this drawing require further 3
ii engineering analysis by a licensed engineer or registered architect.
a �
c TABLE OF CONIM o
SHEETN DESCRIPfiON 'z m
+r OVERALL ' :pESiGN PR�55URE(P�i'' o
1 DLyp..r i elevation,des n pressures,&general notes are 02/16/12 z
�541(ING FRAME
2 DoarporeldetaTs sale N.T.S. 4
DIMENSION _POStifVE., NEGATIVE;' ;
3 HorizontalcPansections DWO.en JK m
` 4 Vertical cross sections INSWING 37.50"x 82.00" +65.0 -70.0 OW.BY. LFS }
5 Buck and frame anchoring-1X buck mason eonstruction d
s 6 Frame—anchoring-IXbuckmasonry cordiruction owFL-15 ry
OUTSWING 37.50"x80.37^ +65.0 -65.0 FL-15213.1
7 Bill of materials&components °
sxaT i ov 7
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RNClienh\Plastpro.NCPERMANDW%RDrida Fmduct.ApptoWSXH.-1S213\C-Drawings%Ot ntlFL-15213.1-.Bdwg,21
79.25 MAX.DOOR PANEL HEIGHT
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FIBERGLASS INC. P�nF- No.ndon F43409 ttlt '''' �D
PART OR ASSEMBLY: }I-��/!BUILDING CONSULTANTS. INC,
1 ---7227's LIPOATE TO 5TH ED.(2014)FBC JK VY P.O. Box 230.VatAco.FL 33595
N NO DATE EIy ODOR PANEL DETAILS Phone Nos 813.659.9197
REVISIONS FBPE CA No.9813
0 MCI a R.W.I311rtax+a C.ReutT—Ira..
1-114 MIN. ��```, •* //��i
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3 Oulsving shown-inswing 3 Outswing shown-inswing FL-15213.1
5 also approved also approved a
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No.43409
PRODUCT: Doeu—t.
P.Pared w--,
IEE' F Fi Lyndon F.Sehmldt �i� OR19� 'G�`�
1 N z ro 48= DOOR P,I- No. 43409 ��ii��,�01VAL1 %
PART OR ASSEMBLY: �Kq�/BUILDING CONSULTANTS, INC.
L z�n 1 Date 1s UPDATE To 5TH ED. 2014)FBC JK VER77CAL CROSS BECKONS d IiUU P•0. Box 230,valNw, FL 33SSS
I N NO DATE BY Phone No.-. 613.859.9197
REVISIONS FBPE CA No. 9813
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u BUCK ANCHORING HINGEJAMB FRAME ANCHORING STRIKEJAMB 8
N Masonry 2X buck construction
" CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. Q
edge distance to morfor)oints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
$ maintain the min.edge distance to mortorJolnts additional concrete anchors 21 t
M13 ?
may be required to ensure the AX.ON CENTER"dimension are not exceeded.
3 Concrete anchor table: 31
P MIN CLEARANCE MIN CLEARANCE a
ANCHOR ANCHOfi MIN TO MASONRY y TO ALSJACEMu
<lYPE SIZE EMBEDMENT 8 27 z n
. . ,EDGE '::ANCHOR 5T3'
—02116112
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ULTRACON cNK.m; LFS 3
WOOD SCREWINSTALIATIONNOTES: HINGE JAMB STRIKEPWTEDE►AIL ¢
017p4nNC NO.:
Q I.Maintain a minimum 5/B"edge distance,1"end distance,&1"o.c,spacing of FL-15213.1 N
wood screws to prevent the splitting of wood. s m
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^' CONCRETE ANCHOR NOTES: n I
1.Concrete anchor locations at the comers may be adjusted to maintain the min, Q
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to $
maintain the min.edge distance to mortar Joints,additional canasta anchors
3 Concree a u
$ may rto
to ensure the MAX.ON CENTER"dimenslon are not exceeded. E
- te anchor table., 21 32 26 w 3
-- "vMIN CLEARANCE MSN CLEARANCE �-
AIyCJLOR ANCHOR MIN 31
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TO MASpY TO ADJACENT;':',
TYPE SIZE @{VIBEDMENi fOGt i . . . ' .?iANCNbR • ' 8 27 _
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WOOD SCREW INSTALLATION NOTES: MAW=Z.
I.Maintain a minimum 5/8"edge distance,?"end distance,&1'o.c.spacing of FL-15213.1 N
wood screws to prevent the spliUing of wood. N
GSVIE[r 6—7 7-1
a'r'
eluoPMATERIALS o�
ITEM DESCRIPTIOM MATERIAL 41
1 MASONRY-3,000 PSI MIN.CONCRETE.CONFORMING TO ACI CONCRETE
• ' * o J=2 LL
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
2 1XBUCKSG>=0.55 WOOD W:?
3 2X BUCK SG>=0.55 WOOD 0,.,Y.."... .•••4 IX
5 1/4'X�/4 PF1H E CO OR ITW CONCRETE SCREW STEEL ,SPACE ,'��J��1►*-`�t\! ```` $V:2
- Rm- X•• EHiW00D=- EW m 2�< _
- ffi #9 x 3/4"PFH WOODSCREW=- _ — STEEL-
9 DOOR SKIN MIN.0.076'THICK FIBERGLASSIE
^1
--�{� � r mdT
4.56" 456"
10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL `� I .
10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL °
11 REINFORCEMENT WOOD FOR LOCK WOOD rDt
12 FINGER JOINTED PINE JAMB WOOD D
E r13h:#9-x-2.114'PFHY�QQD'SCR 'SI>ELS-� --21T -� 2.tT'---��
14 BOTTOM RAIL _ CELLULAR PVC
15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM.—/WOOD 2.a 2.43 o gy
15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD z o
16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 12 JAMB 29 OLYF19 J Me o 0
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM n �� i R
17 KWIKSET KEYED ENTRY SIGNATURE SERIES STEEL w ocoi
18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL a� Hyl
20 POLYURETHANE FOAM BY NANYA POLYURETHANE
O
21 4"x 4'BUTT HINGE STEEL
23 POLY FIBER JAMB COMP./VINYL
24 HINGE&LATCH STILE CELLULAR PVC ,�r
25 TOP RAIL CELLULAR PVC 4.59 4.56' 'm
26 DEADBOLT STRIKE PLATE STEEL
27 LATCH STRIKE PLATE STEEL
28 OUTSWING BUMP THRESHOLD ALUM./WOOD
Y 29 HINGE&LATCH STILE;REINFORCEMENT
30 114'X 334'/ PFH ITW CONCRETE SCREW STEEL z
31 #9 X i"PFH WOOD SCREW STEEL
G 32 1!4"x3.1/4'PFHITW CONCRETE SCREW STEEL
33 3/16'X3-14'PFHITWCONCRETESCREW STEELyADJUSTARIEINSWINGSIII �ZOIRSWINGBUMPTHRESHOLD Q
40 1 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
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