HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Q Date: D ' I I J SCANNED Permit Number: I� t1 ' O) lipq .
- a111111111h is RECEIVED
" 'Allis, ` " —WNW
St. Lucie Cou�4y
• Building Permit Application AUG 11 2015
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: Roof III
I PROPOSED°IMPROVEMENT LOCATION:
Address: 5989 S US HWY 1
Legal Description: AETNA PARK SID BLK B LOTS 1 AND 2 AND S 1/2 OF VAC AETNA BV ADJ ON N-LESS US
#1 - (0.38 AC) (MAP 3411OS) (OR 397403: 574-1047: 941-501: 1071-2699)
Property Tax ID #: 3410-701-0004-000-8 Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:'
REROOF - MECH ATTACH BASE SHEET 1-4
CONSTRUCTION INFORMATION:
"
Aaartional work to e performed under
❑HVAC Gas Tank
tispermit-check
❑Gas Piping
all that appil
_ Shutters
Windows/Doors
11 Electric 0 Plumbing
Sprinklers
Generator
Roof
Total Sq. Ft of Construction: 8568
S Ft. of First Floor: 6718
Cost of Construction: $ 9600
Utilities:12 Sewer E]Septic
Building Height: 1
OWNER/LESSEE:
CONTRACTOR: =
Name Lisa A Petrie
Name: Brian Maloney
Address: 5989 S Fed Hwy
Company: Treasure Coast Roofing
City: Fort Pierce State:FL
Zip Code: 34982 Fax:
Phone No.7727669562
Address: 1816 SW Biltmore St.
City: Port Saint Lucie State: FL
Zip Code: 34984 Fax: 7723438358
Phone No. 7723709770
E-Mail:
Fill In fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: TCROOFINGLLC@GMAIL
State or County License: RC29027087
If value of construction is $2500 or more, a RECORDED Notice of Commencement Is required.
rSUPPLEMENTAL CONSTRUCTION LIEN LAV1/.'INFORMATION:
U
4
DESIGNER/ENGINEER: _ Not Applicable
Name:
MORTGAGE COMPANY:
Name:
_ Not Applicable
Address:
Address:
City:
Zip: Phone:
State:
City: State:
Zip: Phone:
FEE SIMPLE TITLEHOLDER: _ Not Applicable
Name:
BONDING COMPANY:
Name:
_Not Applicable
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 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 jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording vour Notice of Commencement.
Z?Af�� :Z?� 5
_ Signature of Owne a e/Agent Signature of ontact i se Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF <<rt- Lu6,e COUNTY OFSalnt Lucie
The forgoing instrument was acknowledged before me
this ?A day of JL0
20 Eby
1 X(-\c
(Name of person ackng
ofNbfanO bircc-State
Personally Known OR Produced
Type of Identificati n Produced
Commission No. /zz-112-4_
Revised 07/15/2014
The forgoing instrument was acknowledged before me
this 20 day of July 20 I Z by
Bdan Maloney
(Name of person acknowledging)
(Signat re of ary Public- State of Florida )
Personally Known X OR Produced
Type of Identification Produced
Commission No. 122434
aaY 12 2p�m
REVIEWS
FRONT
ZONING
/ISTATEU \R\1N
SI6H'EE}VISOR
PLANS
VEGETATION
iir
SEATURTLE
MIAIIS�iOVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
(� NOTICE OF COMMENCEMENT
Permit No. I so4 00 Tax Folio No.
State of Florida County of St. Lucie
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.
Legal Descriptio of Proper : (and street address if available):
AF�tiA �¢RY -s//� t�4/ E L-073_dWd92 Adl .S //Z
General description of improvement: K 0 ror,
Owner information or Lessee information if the Lessee contracted for the improvement:
Name Zara 11e117nP
Address s9k9 .S Fee/ /Afpe Fa a AZ S`'f F1
Interest in property: 4wlic r r
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor
Number:
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lenders address:
6,1
Persons within the State of Florida designated,by Owner upon whom'notices or other documents may be served as provided by S
713.13(1) (a)7., Florida Statutes:
Name: Phone Number:
In addition to himself or herself, Owner designates of
Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes. _
Phone number of person or entity designated by owner:
to receive a copy of the
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Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTERTHE EXPIRATION OFTHE 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
IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the_foregoing notice of commencement and that the facts stated therein are true to the best of
7yknoW geand belief.
1/ �1W r" �� `\p\U1111111111111yrr7
"(Signaturi of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager �QOO�PSB.N
\2' 20re
(SignatoWsTitle/Office)
v =* •. f 1224 ' �=
The foregoing instrument was acknowledged before me this day of J ✓ 2015
�/ Bonded
By LFJ'el �e-Tr"e as OKIA&/' for ��Ry� ..
Name of P Type of authority (e.g. officer, trustee) Party on behalf of whom instmiifbttpibti311�icecuted
Personally known_>�`or produced Identification_
( g t taryPublic-State of Florida)
P . t, T e, or Stamp Commissioned Name of Notary Public) Type of Identification produced
1,
DAN STUART DAVIS - AIA rI al �2400 SE Veterans Memorial Pkwy, !<208,�I,.�Port97 -3380Lude. FL 34952 f
772-979J380
September 11, 2015 CONCEALED FASTENERS ORA ITACHMENTS
ARE THE RESPONSIBILITY OF THE
RE: PERMIT #1508-0164, 5989 S. US-1, FT. PIERCE, FL 3082 CONTRACTOR OFRECORD
ENHANCED NAILING PATTERN CALCULATION FOR MODIFIED BITUMEN RE -ROOF
ASSEMBLY PER 2014 5"' Ed. FBC, RAS #117
To Whom It May Concern:
This letter specifies the Enhanced Nailing Pattern for application of System W-8 on a flat
deck per the Evaluation Report for FL# 10497-R4, using Mule -hide SBS mechanically
fastened base sheet and APA adhered modified bitumen cap sheet.
The existing minimum 19/32" plywood deck shall be verged as tight, solid, and nailed per
code. SBS-SA Base sheet shall be applied as follows: starting at eave full 36" roll Widths
lapped 4", and ring shank nails with tin tags at this quantity and pattern, and complies with
the following Nailing Pattern Calculation:
a) in the field (zone 1) 7.25"oc at laps and 3 center staggered rows, total 249 nails/sq.
b) in the perimeter (zone 2) 4.3"oc at laps and 3 center staggered rows. At roof edges
fastened at 4"oc w/ drip edge, total 419/sq.
c) at 3'x3' comers (zone 3) 2.85"oc at laps and in 3 center staggered rows, total 628/sq.
Note: number of rows may be increased and the fastener spacing increase with the same
total number of fasteners.
DESIGN CRITERIA:
FBC EXISTING BUILDING, 5TM ED. 2014, ALTERATION LEVEL 1, RE -ROOFING
ROOF -MEAN HEIGHT =12-FT., -160 MPH ULT WIND SPEED, 3 SEC GUSTS
ROOF SLOPE = 0 > 10 DEG. IMPORTANCE FACTOR: II
EXPOSURE:'B'perT-1609.6.2(2) 10 SF EFFECTIVE AREA,
BLDG. ZONE PRESSURES: Pnet = gs(K2)Cnet(Kz), qs = 65.5, K2 =1, Kz =1
Pnet Zonel (P1) = -65.5 psf, P2 = -110.0 psf, P3 = -165.7 psf
FASTENER SPACING:
PER SYSTEM W-8 AS A MINIMUM APPLICATION FOR MAXIMUM DESIGN PRESSURE OF
—60.0 PSF:
SIDE LAP ROW AND 3 CENTER STAGGERED ROWS OF NAILS @ Woo FOR A TOTAL OF
226 NAILS / SQ PER RAS 117 CALCULATIONS, OR 0.44 SF/FASTENER o , __ .
FASTENER VALUE (fy) = max design pressure X sf / fastener
fy = 60.0 X 0.44 = 26.4 # / nail
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO E
REVIEWED BY
DATE_ i
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
• Page 2
September 11, 2015
FS = FASTENER SPACING (INCHES),
fy= FASTENER VALUE IN LB -FT
Pnet= DESIGN PRESSURE (pst)
RS = ROW SPACING (3 ROWS @ 10.7") (4 ROWS @ 8") (5 ROWS @ 6'/:" )
FS = fy x 144 / P x RS
ZONE 1 (FIELD) FASTENER: Pnet= 65.5 psf
FS = fy x 144 / P x RS = (26.4 x 144 / 65.5 X 8" = 3801.6 / 524.0
= 7.26" oc for 4 rows 8" apart (1 side lap and 3 center rows)
37.5 ft x 12 in x 4 rows / 7.25" = 249 fasteners per square PROVIDE: 249 / SQ
ZONE 2 (PERIMETER —see width below') Pnet= 110.0 psf
FS=fyx144/PxRS=(26.4x144/110.OX8"=3801.6/880
= 4.3" oc for 4 rows 8" apart (1 side lap and 3 center rows)
37.5 fix 12 in x 4 rows / 4.3" = 419 fasteners per square PROVIDE: 419 / SQ
ZONE 3 (CORNER*) Pnet =165.7 psf
FS=26A x144/165.7x8=3801.6/1325.6
= 2.90oc for 4 rows 8" apart (1 side lap and 3 center rows)
37.5 fix 12 in x 4 rows / 2.9" = 628 fasteners per square PROVIDE: 628 / SQ
' Width of Perimeter and Comer Zones are not less than 10% of least horizontal dimension or
40% of eave (or roof) height, but not less than 4% of least horizontal dimension or not less than 3
feet
Si cerely,
Dan S.,Davis, Architect
DAN STUART DAVIS-ALA
Florida Building,CodeOnline https://www.floridabuilding.org/pr/pi_app_ ti.aspx?param=wGEVX...
ProkssionailRquiatibno
K
HAa Depamentd WIS Home I tog ln I User R g!k Wn I Mot Pb Submit Sur roe Stats a rac vubb=bm FK StWF ects St. Mav Mi, Se
Busines
Professi%rApproval
Regulation
MdnetAmmVal Menu>F,od.aormykatbnsea,rb>AmB ianllst>Apptmtbn Dataa
FL # FL10497-R4
Application Type Revision FILE COPY
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Mule -Hide Products Co., Inc.
Address/Phone/Emall 1195 Prince Hall Dr
Beloit, WI 53511-5481
(608) 365-3111 Ext 809
lindamith@tiinityerd.com
Authorized Signature Timothy McFarland
lindamith@trinityerd.com
Technical Representative Tim McFarland
Address/Phone/Email 1195 Prince Hall Dr
Suite A
Beloit, WI 535115481
(608)365-3111
tim.mcfariand@mulehide.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nleminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
06/27/2016
Validated By
John W. Knezevich, PE
'- Validation Checklist - Hardcopy Received
Certificate of Independence FL10497 R4 COI 2015 01 COI Nieminen odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D6163
2000
ASTM D6164
2005
ASTM D6222
2008
FM 4470
1992
FM 4474
2004
1 of 2 7/20/2015 9:11 AM
Florida BuildingXode Online
https://www.floridabuilding.orgtpr/pi app_dd.aspx?paramwGEVX..,
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary oP prmluc ,v
Method 1 Option D
04/22/2015
04/23/2015
04/24/2015
06/23/2015
FL Af
Model, Number or Name
Description
10497.1
Mule -Hide SBS and APP Modified
Self -adhering modified bitumen roof systems
Bitumen Roof Systems
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FLSD497 R4 II 2015 04 FINAL AI_.ER MULE -
Approved for use outside HVHZ: Yes
HIDE FL10497-114.0f
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +N/A/-480
Created by Independent Third Party: Yes
Other: 1.) The design pressure in this application relates to
Evaluation Reports
one particular assembly over concrete deck. Refer to the ER
FL30497 R4 AE 2015 04 FINAL ER MULE -
Appendix for other systems and deck types. 2.) Refer to ER,
HIDE FL10497-R4.odf
Section 5 for other Limits of Use.
Created by Independent Third Party: Yes
Bavk
Contact Us :: 1940 North M9nae street. nlahassee K 32399 Moan: 850-487-1824
The State of Flodda b an AA/EED employer. Coaymin 2007-2013 State of Florida :: Pm'acv 5tetemeat :: A anbRv Statement :: Refund Statement
Dater Rerun low, emal addnuaes are pubk records. nyou do not wand yaw e-mal adlress released In response to a pubk-remnls request, do net send eledronk
Matto thb ratty. O tead, mMW the oflke by phone or by tadRbnal mat. Byeu have any gtawbons, please mmad 850.487.1395. *Pursuant M Secvan
455.275(1), FbMa Statutes, enedive 0 mber 1, 2012, kenvees kensed under Chapter455, F.S. must provide Me Department wth an what address r they have
one. The emalls provided may be used far oNk61 mmmunkatbn with the kertsee. However emad addresses are public record. ayou do not wbh to supply a
personal address, please provide the Department wth an emal address what am be made avalable to Me Not. lb determine ryou are a kensee under Chapter
455, F.S., please Mk heg.
Product Approval Aompts:
® ®_ 13
sucvrihvaarMin
2 of 2 7/20/2015 9:11 AM
A
The felowim notesaodvto the sv5emsodlined heroin:
1. The roof syshan evaluation herein perta4sto abovadedcrod components Fbof dedsacl structural rerbasdell be In accordance, with FEErequirementsto the salidactbn of the APU loadroddaweafthe
root dek"I be dOQaneded through Itroper codified andl or FBCAppmvvl documentation.
2. Inadaim/bassdeafade shllbeofsdfidatIenghforthefollowingdedcagagm*M:
•Mood: Min(man 0.757nch pmaralon.
•Steel: Mhionun 0.757ndi peetraionad ergagethatopgute ofthe9eel deck
0(huaas Mlnlman 14ndr embodmd into pilot hole in eocordawewHhfa•arrer maMsmoer'cpWIished Installation inctructbrs
3. lNaasothervAsomed,ins lation may beats onaleyer a combinalion of poyicocymanate, polysyreno,woodfiberboad, periaeorMpsum3amtl roof board that meefsthe Q4requremerdsof FAG Rule OlGII1
3andisdaammtedasmectingFilCt505.1 and, fafoan plastic, FBCGr,ptuMwhm irstalodwilh the roof over.
4. MlanMm 2D0 pd, mirdmwr 24nrh thkk hgmwdgt InsulaCug concrete may be substituted for rigd Inoddlon bead fa Byshem Type D (mechanically attached bate Seat, bonded roof cover), wherebythe base
died fastsnasare Installed through the tlMCto engao the dntlural seal or concrete deck The drudurel dedc shall be of equal or greater cormgadbn to the steel and coraae deck lldirgs Ftaofdocsad
dructualmembwssha9batinamrdaaewghPErmgrmemeastothes dbdionoftheAHU Ioadredsta artheroofde&shallbedoaanerdedthmugrprepacodtbdai&"FBCApprovddooanemaim.
S. Ihlemotherwise noted, Insulation acloshaapplkaion retesareasfolloes Rbbonorbead width bat the thmaapphcalien; imcribben•bcoallibil eganua•nomain® naraacaserupubMointaucabna
0 i-R : RdlocwW t2530@dspare.
❑DywbisteSI lboNgAcesimp4g: mminucus0.75tol4ndtwidedbbore,l24nchoe.
❑ Millennium One Rep FmmableAcedee(M OTA): Oxdln s015to0S7nrhwide6bbons124nchon
• CMGQy8ond500(OBm: mminuaus 0.75 to 1-huh wide ribbem 124rdn o.c, (PxoGrt or Spotseq. Note: CMbr d Aeon may be used where ayB rd 500 is
referenced.
❑ ayRbnd•as9c(CBOessic): Fulcovsage at 1 g30squae.
❑ 3N Qi20: Qatimmus2-354rrhwida ribbons, 12-keh oc.
FidedorRsearkhad Desga uC dfbyaTddtyl Bat emtationl Pon MlccoacsM ire FL1"7.m
Gdmra RepaedW. Robert JelmoninerS, 1 Sss Ppperx* t4,: P(1VD l d 1145
\-I TRINIlYJERD
❑ We: 1Mmmdtlplelayem(s)cfi=la'onancVw t bmrdwolnstWledindbboneppliedaderove,adesiwdbbomsi*UbodaMedfmmlaya4a-laymaddarmdone-halftheribbmWadrg.
❑ Mter The mcadmun edge o5sancefrom the adhesive ribbon to theergedtle inadatbn board dell be net lasothan one4all the speddfled ribbons spacing.
kes.1famisa noted, all inadatiorswe flat dock or taper board of the minimunthidarsreted. Tapered poysecyanuate at the followingthickness limitations may be wledfiutedwith the follming Madmrn
sgn RessuregVIMIimltafl r In marm®II ®valnremeumOm'Imm®'®MERIIlling0m Onsmb1e0m®rifM[PIIOingbelm in EIM tableythen
❑MllknruumO aepF AEIMdm(M-CEFi): MCP-151.5pd (Min0.54nrhtmd)
O CMGdyBwd500(CEB00): MEP -4SOpd (Min0.54nrhthidk MuftWar FA3)
❑CMGayHiM5W(CB5D0): MEP .167.5pd (Mim O54ndnthld(16D95ytlJ
❑ WGk7y6erk500(CW-,R: MIP 315.0 per (Min 0.54ndn thick S FU?3)
O CNGCly&MM500(®0): MCP -4675pd (Mina54ndrtMckACFbamll,FdyIM2)
❑3M Mw.. MEP -117.5per (Min. 1.04mh thick)
ndod poMmcyannale i=IM[on boadsdW]bo tsedmurn4x4ft.
metl Carly Macedmmpofsrds or partially bonded irslation, themadmumdes n prune for the selectZz anWydU meetor"exceed the Zone1 design Remaa determined in mmrdamswilh FBC
apter-16; ark Zones2.ak 3 ddl mr*y an 3tarlment dmdty dedgvd by a gadifed design professional to resist the deraed preaaa eriteda. lLmmmly used metliads are WS ll7 ak FM IFC61-29.
mtymniarbedw4lhana9ablf thalimi FrFsstfaEln53Gion221.5.1(a)ofFMIFCS1-29for7me2/3enharcemmtm -•---�--�
9. Forfulybondeciassambries, the rnadmwn design presaaeforthoseladed asandy3dl meal oreuceed critical design pressre detenNnedlnaoardamwkh FiErOsper 16,ek no rational anaysisispemlited.
10. For mechanically attached mmpanards over addhg deda face irS droll be tested in the mdStire clack for wHh&zh-d resistance. A qualified design professional shall review the data for comparison to the
minimumrequbenerdsforthasystem. Tedkgwdwwysbdndlbeinaunrdarmwith TAS105or M9/SHF741.
11. For edetigsubsreles in a bonded recover installation, the existing roof sydemddl he examined for compatibility and bark performance with the soleded adhoolve, and the adsirg rod we=dell be capable at
msdirgpmJed des gnprtawceon itsorm mart to thewdidadionof the AHd mdoconmtedthreugh hold uplift tedinginaaurdseewithASiM Ef07, Rr1If[a1-52,A(S/aR I4.1 or TAS124.
12 For FbcoverApplirdionakdrg,"emlype Rthoirerlation tsopdional;!,w ,thoaddingrmfsydem did] based forameverappliration.
13. I1MCsWi be and in mordo ee with FEESe dlen 1917 to the satisfaction of theArdMrity FbMrg.lnisdgion. For rydems where spedfic=Cis referenced, refer to mnem tlMCRod ct Approval for specific dock
mnctnxtbn ark Iimsatiora Forsydemswhemspedre 11MCisnct referermd,tte minimm dedgnmixddl be30D pd. In all cosses,the midmentopmd thidarsis2-nodes W WgCaver drurcnad mmda,
refae isnmdeto FBC&dim1917A1,Polar1.
14. lidos: otlemiso nded, rdw to the f clawing refererxes fa bonded base Fly or rap ded eptdatWa
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16. Thefollmv grepre prhingmgndrenlerusfor WPMM bMadm bDards
❑ ❑ Dxkardmrst PdmdWlbofiek-pd edwfthMubNdel2lpiorlo®If-adm"ugcrtordn-applledmembmrea*=ion.Mprimirglsrequlmdforhot-aWWmemhaneaWcdiom
❑ 633JU OAa FSer Fbd®addoesnctrequirefieldprimirgfaanrymembmncappl!cation.
17. -MCP'=Madman OafMF#emualMm[WO)fm0ilgforwin❑lo OrelcO b3MoonellmablewlnoiwmFbfamFBC1609fordetr Mlanotdagnwirkbads
8dedor Rsadn eM�g{ dG dNalFinttyl Ha Bal�Ion R'Pad M10000.00.06R1for Ri0�9]-Rt
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Planning $ Development Services
Building 8. Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone:(772(462-2172 Fax:(772)462-6443
PROPERTY INFORMATION
Address: 6989 us 1
City / State / Zip: Fort Pierce, FI 34982
Parcel#: 3410-701-0004-000/8
Zoning: CG
APPLICATION INFORMATION
Permit Number: 1508-0164
Perm it Type: IROOF-MODIFIED BITUMEN
CONTRACTOR INFORMATION
Contractor Name: Brian J Maloney
Business Name: Treasure Coast Roofing Uc
Business Addr: 1816 Sw Biltmore St
City / State / Zip: Port St. Lucie, FI 34984
REVIEWS AND COMMENTS
Review Tvoe Status
FRONT COUNTER REVIEW COMPLETE
Comment:
REVIEW COMMENTS
1
Owner(s):
Lisa A Petrie
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 1
Stories:
I
Block:
Automatic Sprinkler System? No
Fax Number: 772-343-3458
Email: Sunnyfla99@Aol.Com
Reviewed By Date Started Date Completed Date Released
Audrey Humphrey 8/11/2015 811112015 8111/2015
PLANS EXAMINER REVIEW INCOMPLETE Dave Johnson 8/2212015
8/22/2015 Comment: ENGINEER WILL BE REQUIRED TO ENHANCE ATTACHMENT DENSITY TO ACHIEVE REQUIRED DESIGN
PRESURE FOR CORNER ZONE. SEE NOTE 8 ON PRODUCT APPROVAL. 107.2 FBC
8122/2015 Comment: COMMENTS EMAILED TO CONTRACTOR MAILED TO OWNER