HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number: d o
•
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
lPhone: (772)462-1553 Fax: (772)462-1578 Commercial Residential
PERMIT APPLICATION FOR: Shutter
PROPOSED IMPROViEMENT.LOCATIOW
Address: l YjL�l/' -+ -PL(L-Ce, If"Z4-7Le I Description: 2 rL J L A 2 4 Zy r�
- 2
IropertyTaxID#: a�4 Iq (Dpl '�az8-' (�-� Lot No
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION"OF WORK:
.
Aea_w2 ry" 'i V-)
CONSTRUCTION-'INFORMATION
Additional work to be performed under this permit—c ec a appy:
[1HVAC 0Gas Tank ❑Gas Piping Shutters Q Windows/Doors
I
Electric 0 Plumbing ❑Sprinklers ElGenerator Roof Roof pitch
I
Total Sq. Ft of Construction: SFt.of First Floor:
Cost of Construction:$ 2350, Utilities: Sewer Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
'Name U.L�dgj T i3echT�.rPrlr►.;��.�,
Name:
'Address: y lr� 111P,r f5 Company: IRE E .4P_r),nrS. .Td?C .
;City: 1 arc,4_ _ State: Address: 1201 0
Zip Code: -J U U(n Fax: City: 5 E State: L.
Phone No. Zip Code: y Fax:
E-Mail: Phone No. :7-) e)&co
Fill in fee simple Title Holder on next page(.if different E-Mail: i Yi-CM3) c lavv40-0 ors •(W m
from the Owner listed above) State or County License: O, ol_ 1'�?666 y
If value of construction is$2500 or more,a RECORDED Notice ofCommencement is required.
ySt]PPLEMENT�LCONSfRUCT(ONeL1EN L�INFORlVTA ION
NY
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 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
i 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.
r— c
Signaturef Owner/Less /Contractor as Agent for Owner Signature of C&tractor/LicerXe Holder
STATE OF FLORIDA STATE OF FLORID�� C i
COUNTYOF CI COUNTY OF
The forgoing instrument was acknowledge efore me The forgoing instrument was acknowledge efore me
this___I_day of 20 —
by this day of J 20Jby
Name of pens making statement Name of pe on making statement
Personally Known OR Produced Identification Personally Known' OR Produced Identification
Type of I tion Ty p tification
Produ d A Pr duced
(Signature otary Public-State of Florida) (Si of Notary ublic-State of Florida)
Commission No o x Notary Public Stallge*rlda Commission
o uaShane Albertco earn
My Commission GG 020879 Notary Public Stat.of Florida
ora Expires 08/1012020 Joshua Shane Alberico
M
ora Expire08/18/2020
REVIEWS FRONT ZONING SUPERVISOR PLANS NGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.8/2/17
i
NARD
EL
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK +1T: .FRANK 0P WM6549 f'
0M.'MIN EDGE DISTANCE a1�•„
rrrt Spare Up To6'-0" _SpansUOTOB'.3" Spans Up To 12'•0' +�wP. iIC
� d ANCHOR LOAD CDNNTYPE CONN TYPE CONN TYPE ,
CS C2 tl CS CS ClC1 C2 C3 C4 CS Cl C2 C3 C4 CS `* No PECO4654 .
012 SMS W/2•EYEWALL 43 16,0"16,0" 7.5" 9.0" 16,0"SS,S' B.5' 4,5' 65" 15.5" B.S' 4.b" 4.0"
3_ ARMOR INSERT W/1-1/4• 53 16,01'10.5' S.0" 7.0" 16.0"11.0" 6.0" 3S' S,0" ILO'• 7,01' 3.5" 3, 5.0"
9 EMBED 62 14.9' 7.5" 4,0" 6.0" 14.5" 9,0" 4.0"
70 SIS' 6.0" 3.5' S.5" 12,5' 7.5" 3.5' 3,5" 5.5' 7.01 3.5" 3.S'15.0", %0 •, STATE OP ~p lz
100 7.0" 3.S' 3.5" 5.0" 7.0" 3.S' 3.5" 5.0" 7.0" 3.5" 3.5" 5.0' �� k�O M
ANCHOR SCHEDULE: WOOD (G=0.591 %,ssq�DA•,.• yj
■ '�i; NAL+it
EN. WwU
3/4"MIN EDCT:DISTANCE Q 1,41
Spans Up To 6'•0" SpansUaTo B'-3" Spans Up To 12'•01LOAD CONN TYPE CONNTYPE CONN TYPEANCHOR ( Cl C2 C3 C4 CS Ci C2 C3 C4 CS CI C2 C3 C4 CS �
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" 16,0"16.0"14.5' 43' 6.0" 16,0"
MN THREAD PENETRATION 53 16.0-116.0- 0.5" 10.0"16.0"16,0'16.0" 8.0" 7.0" 16.0"16.0"11.5" 4,0" 5.0" 160 g s
62 16.01116.0" 7.0" 8.5" 16.0"16.01'14.5' S.0" 8,0" 16.0"16.0"11.5' 4.0" SA" 16 F p w iJ
70 16.0"16.0" 6.0" 7,5" 16.0"36.0"12.5' 4,0" S,S' 16.0"16.0"SS,S' 4,0" 5.0" 16.0" C
100 BUY.11.5' 4.0" 5.0" 16.0"16.01'11.5' 4.0" 3.0" IS&16.0"IS.S' q.0" 5.0" 16.0" 14
7/16•WOOD BUSHING WITH 43. 16.0"16.01110.0" 10.0'16.0"15.5' 8.5" 4,5" 7.0" 15.5' 8.5" 4.5" 4.5" 7.0"
1,13•MIN EMBED @t 1/4.20 53 16.0"10.5' S.5' B.O. 16.0"11.0" 6.0" 3,5' S,5" 11.0" 7.0" 3.5" 4.0" 5.0"
SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6,S" 14.5' 9.0" 4.5' 3.0" 4.5" 7.0" 7A" 3.5" 4.0" S.0"
70 12.0" 6.0" 3.5" S.5" 12.5' 7.5" 3.5" 4.0" 5.5" 7,0" 3,5" 4.0" 5.0"
8 100 7.0" 3.S' 4.0" 5.0" 7.0" 3.S' 4.0' S.0" 7.0" 3.5" 4.0" 5.0"
'+ 014 BMS OR 014 WOOD 43 L6.0"R-.01112.5"14.5'16.0"16.0"16.0" BA" 10.0"16.0"16.0"11.5' S.0" 7.0 16.0" it SCREW WITH 1-3/4"MIN 53 18'.0"16.0" 9.0" 11.5'16,0"16.d'15.0" 8.0" 8,0" 16,0"16.0" 9.5" 4.0" 55' 13,0"THREAD PENETRA770N 62 16.0"16.D" 7.S' 9 " " T 9.5" 4,0" 5.5" 13.0"QhLmLC4A0M 70 16 0" 13.0'• p
4.0" S.5" 13,0"16.0" 9.5" 4.0" S.S' 13,0"16.0' 9, •6." o
ANCHOR DULE: WOOD G=0.42 z�d lar
3/4•MIN EDGE DISIANCEE
LOAD Spans UOTo 6'-0" Spans Up TO B'"3" Spans UO To 22'-0" g
CONN TYPE CONN TYPE CONN TYPE .6S2E
= ANCHOR Cl C2 tl C4 CS Cl C2 C3 d CS Cl C2 CI CA CS
1/4•LAG SCREW WITH 1.3/4 43 16.0"16.0 9.0"110.V'116.011 16.0-116.0-1 5.5-17.011 18.0"IS& 9.5" 3,5" 4.5' 15.0" fy'
MIN THREAD PENETRATION 53 16.0"16.0"14.5- 6.0"
0" 16.0"16.0"112.5" 4.5' S,S' 16.0"15.0" 7.5" 3.0" 4.0" 11.0"
n^ 62 16.0"16.0" .5" 16.0"16.0" 9.5" 3,S' S.0" 15.0"15,0" 7.5" 3.0" 4.0" 11.0"
TSi 70 16.0"13.5' .0" 16.0"160" 8.0" 3,0" 4.0" 11.5"NO`- 7.5" 3.0" 4.0" 11.0"
100 IS& 7.5" ,0" 11.0'15.0" 7.5' 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"
014 SMS OR M14 WOOO 43 26.01'16.0" .5'18.0"18A"12.5" 5,5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5'8 SCRp NIN 15 16.0"16.0' .0" 16.0"16.01'. 8.5" 4.0" 5•S' 16.0"10.5' 5.S' 2.5" 4.0" 7.5".62 16.0"11.5" 0" 16.0"13.01' 6.5" 3.S' S.0' 10.5'10.5' S.5" 2.5" 4.0" 7.S"
. 70 18.9' 9.5" .0" 16.0"11.0' S.S' 3.0" 4.0" 8.0" 10.5' S.5" 2.5" 4.0" 7.5"100 10.5' IN' " 7.S' 10.5' 5.9' 2.5" 4.0" 7.5" 10.5' S.S" 2.S' 4.0"1
a
A ETE BLOCK
4•MIN EDGE OISTANCE
LOAD Spans Up To 6'-0" _Spans UPTo&-3" Spans Up To 121•0" n!
ANCHOR CONN CONN TYPE CONN TYPE
LOAD O
C1. C2 C3 TYPE C4 CS Cl C2 C3 I C4 I CS Cl C2 I C3 I C4 I C5
5116'ftW TAPCON%L W/ 43 16.0"16.0"115.0"16.9'116,01160116.0-15.0"16.0"36.0"160'15.0-19.0"114.0"116.0"
2.1/4•MIN.EMBED 53 HE 15.0-1160-16.9'16.01116.0"116.0"11.0"16.0"16.0'16,0"12.0" 7.5" 12,0"16.0" '
62 16.0"16.01114.0"16.9'16.0"16.0"15.0" 9.0" 14.0"16.0"16,0"12.0" 7.5" 12.0"16.0"
70 16.0"16,0"11.5'16.0'16.0"16,0"12.5' 0,0" 12.9'16.0"16.0"12.0" 7.5" 12.0"16.0"
100 16.0"12.01' 7.5" 12.0'16,0"18.0'12.0" 7,5" 12,0"16.0"16.0"12.0" 12,0"16.0"
5/16•ElLO UL7ILACON W/ 43 16.0"16:9'IO.S'14.0'16.0"16.0"10.5' 6.5" 9S' 16.0"11.0•' S.5" 6.S' 9.0" OOppOQORVMLIBfWmOPE
2.1/q'MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0" 7.5" 7.5" q7.0"
9.0" 6.5" 15-2339
m 62 16.0"10.00' 6.0" 9.0" 16.0"11.0" 5.S" 6,5" 9.0" 6.5"
70 15.0" 8.0" S.0" B.0" IS.S' 9.S' S.5" 9.0" 6.$"100 9.0' 5.5" 6.6" 9.0" S.S" 9.0" 6.5" ► plpesanPYrom
S 21 MIN EDGE DISTANCE
CI C2 tl C4 CS I Cl I C2 I C3 I C4 I CS I Cl 1 C2 1 in I C4 C5
012 SMS W/2.6SWALL q3 18.0"16.0" B.S' 11,5'16.0"16.0"14.0" 6.0' 8.0" 16.0"14.5" 7.5" 3.S'
ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"116.0"19.5" 4.5" 8.5" 16.0"SS,S' 6.0" 3.0" 4.5" 8.5'
62 16.0"13.0' 6.5" 7.5• 16.0"14.5'R. 3.5" 5.5" 12.0"t1.S' 8.0" 3.0" 4.S' B.S' ANCHOR NOTES:SEE SHEET
70 18.0"10.5" 5.9' 6.5" 16.0"12.5' 6.S' 3,0" 4.5" 9.0" 11.5' 6.0" 3.0" 4.5" 8.S' 9 FOR ANCHOR NOTES.
100 S1.S' 6.0" 3.0" 4.5" 0.5" 11.5' 6.0" 3.0" 4S" 8.5' 11.5' 6.0" 3.0" 4.5' 8.5'