HomeMy WebLinkAboutBuilding Permit Application I
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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ���� _66 `
Date: �'�f' Permit Number: l.�
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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: Shutter
RROPOSED INP.ROVEIVI"ENTLOCATIGN ",
Address: 12 Huarte Way, Port St Lucie, FI 34952
Legal Description: T,ni- 1 2 Miart-A r]aa r S apish Lakes One OR 2389 ]Rg 720-721
Property Tax ID#: 3414-501-1701-000/9 Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED"DESCRIPTION OF WORK:
Installing seven accordion shutters on the home in Spanish Lakes#1.
CONSTRUCTION,INFORMATION
it I ional work toe e orme under this permit—check k a l that appy:
11 HVAC 11 Gas Tank Gas Piping IX-1 Shutters ❑Windows/Doors
Electric ❑ Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
uti
Cost of Construction:$ D Utilities: _Sewer[]Septic Building Height:
01NNER/LESSEE : " `" CONTRACTOR
Name Toni Maschek Name: Jeff Jackman
Address: 12 Huarte Way Company: Master Craft Aluminum Products
City: Port St Lucie State:F1 Address: 1634 SE Niemeyer Cir
Zip Code: 34952 Fax: City: Port St Lucie State:FI
Phone No.631-745-6821 Zip Code: 34952 Fax: 772-335-0860
E-Mail: Phone No. -772-335-1177
Fill in fee simple Title Holder on next page(if different E-Mail: mastercraftaluminum@gmail.com
from the Owner listed above) State or County License: SCC131150586
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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i
SUPPLEMENTAL"CONSTRUCTLON LCEN LAW INFORMATION
DESIGNER/ENGIN EER: X� � Not Applicable _ . _....
MORTGAGE COMPANY: X Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:_
FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: X 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 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
commencing work or recording our Notice of Commencement.
\1\�V, '\A)i \/(
SignatnOF
;LIL
gent/Lessee Signatur of r r/License Holder
STATE A STATE ORICOUNTYucle COUNTY OF St Lucie
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this 11th day of June 20=by this 11th day of June 20=1 by
(Name of person acknowledging) (Name of person acknowledging)
(Signature of Notary P blic-State of Florida•) (Signature of Notary lic-State of Florida)
SHERYL D.MOORE
Personally Known UP, -LUKJDA
0 % f�t�Akiva�m it Personally Known c H XeAR RY �B�RRE
Type of Identificati n Produ STA Type of Identification PLIC
ro ' OTA
m'„ ' Oomm#EE156461 �; 2�Comr�# r)l56461
Commission No. �4�Et l&s 1/15/2016 Commission N( Expires 1i 35/2016
Revised 07/15/2014
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Wynne Building Corporation €
8000 South.US. 1, Suite 402
Port St. Lucie, FL 34952
WARRANTY LEASEHOLDs.ESTATE DEED
MADE this 00`x' day of July, 2015, between
WYNNE BUILDING CORPORATION,
a corporation existing under the Laws of'Florida; Hereinafter called the Grantor; and
Toni Masehelc; Trustee of Toni Maschelk L,ivina 'crust dated September 29, 2005 l
In
- E .
whose post office address is: 12-Huarte Wav
• 1
Port St. Lucie. FL 34952
hereinafter called the Grantee- ()Allierever used herein the terms "Grantor" and "Grantee"
include the parties to this instrument and the heirs, legal representatives-and assigns of
individuals, and the successors and assigns of corporation.) .
4
- k
WITNESSETH: That the Grantor, for and in consideration of the. sum of TEN
DOLLARS ($10.00) .and other good and valuable_ considerations, receipt whereof•is hereby
acknowledged; by these presents does transfer, set over and. assign unto the Grantee all that f.
certain Leasehold-Estate in and to the following described meal;property situate; lying and bein"
in St- Lucie County; Florida; to-wit:
1
Lot 12 Street Huarte Way as shown in that
Spanish Lakes One Identification Maps as recorded
in O.R. Book 2059•, Page(s)720:through 721 `
Dated October 13, 2005 of the Public Records of r
St. Lucie County, Florida i
t
TO HAVE AND TO ><:I.OLD the same pursuant to the terms and conditions of the
Spanish Lakes One Guaranteed Lifetime-Rent Uniform Lone Term Lease,Agreement which is
recorded in Official Records Book 2463, Pages 476 through 483, of the PublicRecords of St.
Lucie County, Florida, which terms and condi'tions.are incorporated herein by reference., with the
Grantor herein being the Landlord and the Grantee herein being the Tenant and also,reflerred to �.
as-the Original Tenant. The commencement date of said lease.is 7%30X2015 and the initial
monthly rental is $ 299.00 s
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ANCHOR SCHEDULE: HOLLOW CONCRETE.BLOCK,
- 2"MIN.EDGE DISTANCE
. Spans UD 70 6•-0" Spates Ua To 8''-3" .r i�r �
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LOAD cotiN TYPE CONN TYPE - CONN 7YPE
x ANCHOR (d5N CS C2 .C3 .C4 I CS Ci 1 2 I C3 I Gl I CS Cl .O2 C3. C4 CS 0:405
R 12,SMS W/2"EYEWALL 43. 56.0"26-0" 7.5" 9.0" 16.0".LS.S" 8.5 4.511 6.5 SS.S" 8.5" 4.51 4.0" 7,0" S*•
3 ARMOR INSERT W/f-1/4". 53 16.0"10.5 S,D", 7.tl' 16.D"11.0" 6,0" 3.5" 5.0" 11.0" 7.0" 3,5' - 5.0"
EMBED. - 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0 4.5' 4.0" T.0" 7.0 3.5' 3.5" 5.0"
4 tltt a
m 70 11.5. fi3O" 3.S" 5.5•' L2.S" 7.S" 3.S' 3.5" 5.5" 7.0" 3.5" 3.5 5.0"
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100 7.0 3,5 3.5" 5.0" 7.0" .3.5 /3.5 5.D" T.0' �� •,Cl
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ANCHOR SCHEDULE: WOOD�G=0.55) , t Vibig
.3/.4"MIN EDGE DISTANCE Q d LL 1
• - Spans U0 To 6`4ff Spans UD To 9'-3" Spans DD To 12'-a'. v L to��o
LOAD CONN TYPE CONN TYPE CONN TYPE .• '7
,Z NC q &z
s ANCHOR (PSN Ci C2 C3 C4 CS Cl C2 C3 C4 CS .Cl CZ I C3 C4 CS i,i141 'I I j Si `�'w
1/4"LAG SCREW WITH 1.3/4".43 16.0"16.0"11.5"12.5"16.0•'16,0"16.0" 7.5" 9.0" L6.0"16.0"14.5" 4,9' 6.01 16.0 3 11'^ .3
' MIN THREAD PElSEIRATION 53 16.0"16.0" 8,5 F4.0"16.0"16:0"16.0" 6.0" 7.0" I6.0"16.0"11.5" 4.0" 5.0 1660" � - � ND At]rn�.,
62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" •1.0" 5.0" 16.0" - W
lllritlYlD 70 14_0"16,0" 6.0" 7.5" 16.0" 16.0"12.5" CO" 5.5" i70"16,0"11.5" CO" 5.0f, 16.011 a
.. 100 16113
0"11.5" 4.0" 5.0" 16.6"16X"11.5' 4A" 5.0" 16.0"16.0"11.5".4.0" 5.0" 16.0" -
' 7/16"WOODBUSHING WITH 43 16.0"16_0" 8,0" 10.011 16.0"15_9' 8:S" 4.5" 7.0" 15.5" 8.5 4.5 4.5" 7A" ^
d 1.13"MIN EMBED 8 114-26, 53 F6.0"10.5" S.S" 8.0" 16.0"11.0" 6.0 3.5" 5.5" 11.0" 7.0" 3.5 4.0" 5.0" 10
SS MACHINE SCREW .62.14.0" 8.0" 4.5'. 6.5" 14.5" 9.0" 4.5" 3.D" 4,5" 7.0 7.11 3,5" 4.0"
�' 0 if�crtm 70..12.0" 6.0" 3S" 5.5" F2.5" 7.5" 3.5 4.0. 53 7.0 3.5 4.0 S.Ow',
1��W81�1 100 70 35 40 50 70 J5 40 50 70 35
_ 3 814 SMS,OR 014 WOOD 43 15.0"16,0"12.5"165"I6. 16.0"264 8.0" 10.0"16.0"16.0"ILS" 56.0' `n
SCREW WITH 1.3/4."MIN - 53 16.0"16.0" 9.0" IL,5"16A" 16.0"15 0 G.0" 8.0 16.0 16.0" 9.5" 4 0 5 5' 13.0' m•��'�
d THREAD PENETRATION 52 i6A"L5.4" 7.S" 9.5" Z6.0"i6.0"11.5 5.0" 7.0 16.6 16-4" 4.5" 4.4_ 5.5' I3.0"
gm'
70 16.0" 6.5" 8.5" 160"16.0"10.0" 4.5 fi.0" 14.0 16.0" 9_5" 4.0" 5.5" 13.0" VI a
16.0" 4.5
4"
P S.S" L30"ib.0" 9.5" 4.D" 5.5 13-0"16.4" 9.5" 4.0'!5.5" 13.0" a c a pi
ANCHOR'SCHEDULE::WOOD (G=0.42)
_ - 3/4"MIN EDGE DISTANCE
Soans U0 To 6'-0'" Spans U0 To 8'-3" Spans Up To IV-V S O
7t o LOAD CONN TYPE CONN TYPE CONN TYPE
IT O ANCHOR {051) �a g
xC1 C2 C3 C4 CS CL C2 C3 ,C4 CS C1 C2' C3 C4 CS
m - 1/4"LAG SCREW WITH 1-3/4" .43.•16.0"16.0" 9,011 10.0"16.0" 16.0"116.0" 5.5" 7.0" 16.0-'16.0" 9.5" 3.5" 4.5" 15.0" as
MIN THREAD PENETRATION _53_16,0"i6A" 6.5 8.0•'•16.0"16.0"22,5 4.5 5.5 16.0 iS.O" 7.5"' 3.0_ 4.0• 11.0" ,p
a r 62 16.0" 5.5" 6.5" 16A"16.0" 9.5" 3,5" 5.0"-15.0"15.0"-7.5"I 3.0" 9.0" 11.0" o
a 70 16.0"13.5" 4.5" 6.0" 15,0"16.0" 8.0 3X" 4.0" IL5•'15.fl" 7.5" 3A" 4.D" L1.0"
100 15.0" 7.5" 3.0" 4.0" 110"15.0" 7.5" 3.0" 4,0" 11.0"15.0 7.5" 3.0" 4.0" 11.0"
e - 814 SMS OR Rio WOOD 43 16.0"F6.0" 8.5 10.5"16,0"16,0"12.5" 5S" 7,0" 16.0"13.0" b.5" 3.5" 5,0" 105"
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LL9 SCREW WITH S-3/d"MiN 5316.0"16.0" 6.5" 8.D" 16.0"16A" 8.5 4.0" 5.5" 16.0 10.5" 5.5 2.5" 4.0" 7.5"THREAD PENETRATION - 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" S.0" 10.5"30.5" S. 7.5" '
70 16.0" 9.5" 4.5" 6.0" I6.0"11,0_' S.5_' J:0" 4.0_' q_0" 10_5" 5.5" 2.5" 4.0" 7.5" .. o
7,5" 5.5 2.5 4.0" 7.5 30.5 5.5" 2.5" 4
.0" 7.5" 4 .•
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK dggpp .
4"MIN EDGE DISTAt ICE
Spans Up To 6`-0" Spans Up To 8'-3" Spans UD To
• LOAD CONN TYPE CONN TYPE CONN TYPE
- _ ANCHOR lPs!7 ,C2 C2 -C3 C4 C5 CI C2 C3 C4 .CS CS ( C2 C3 .C4 CS a
5/16"ITW TAPCON XL W/ 43 16.0"16_0"16.0"16,0"16.0"16,0"16.D"115.0"116.0"16.0"16A"15.0" 9.0" 14.0"16.0.1 S
2-I/4'MIN.EMBED 53 16.0"15.4"16.0"160"16.0"16.0",F6.0"11.0"16.0"26.0"1616-u0"12_0" 7_5"". 12A"160" O Sp
62 16,0"16.0" 14,0"16.0"16.0"iG,O"15.0" 9.0" 14.0" 16.0" 16.0"12.0'- 7,5" 12.0"ifi,D"
E 74 16.4"16:0"11.5 16_0"160"16.0"12.51} 8.0"_12.5"ib.0"36.0"12X" 7.5" 1210"16.0"
g 100 16 0"12.0" 7.5" 12.0"16 0-16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7,5" 12.0"16.0"
i fl 5/i6"ELCQ,ULIRACON W/ 43 36.0"15.0 10.5"24X"16.0'•56.0"10,5" 6.5" 9.5" 36.0"11.4 5.5" 6.5". 9.0" Ci1P�RGiNUFFV7C(L6ElTWIDOPB
W p 2-ij4"MiN.EMBED .53 16.0"13.5" 7.5"11i.0-11b.0"14 V 7.5" 7.5_13,5' 9.0"
�m 62 16.0"10.0" 6.0" 9.4" 16.0 31.4 S.S" 6.5 9.0' 9.D'• 6.5" j.J-233g
�7U 15.0" 0,0" 5.0 8.tl" FS.5" 9.S"' 5.5" 7.0" 9.0 6.5" SCALES -
50
• .... . 100 9.0" 5.5' 6.5" 9.0' 5.5" 6.5' 9.0" 6.5" PAGE OESCR3P770Nt
P MINED E DISTANCE
E - CI C2. CJ C4 CS. Ci C2 C3 �C? CS Cl-_C2 C3_ C4 CS_
Y&t 812 SMS W/2"EYEYtAtO 43. 16.0 16.0" 9S" F1.5"16.0"I6.0" KO" 6.0" 8X"` i6A"14.9' 7.5" 3.5"
ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0 9.5 d,5" 6.5 16.0"11.5 6.0" 3.0" 4.5" 8.5" n
62 15.0"13.0" 5.5" Z5" 16.0"14.5" 7.5 3.5 5.5 12A"11.5 6,0" 3.4 4.5" B.5" ANCHOR NOTES:SEE SHEET �ILjll
'70 16.0"10.5 5.0" 6.S" 160"12.5" 6.5 3.0 4.5 9:0. 11.5 6.0" 3.0' 4.5" 0.5" 9 POR ANCHOR NOTES.
- .. -. • ••.!!. OP i00 13.5'• 6.07 3A" 4.4" 8.5'1 11.5" b.0" 3A" 4.5" q.5" SF.S" 6.4" 3A". 4.5` 8.5"