HomeMy WebLinkAboutProduct approval ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED /,,
Date: Permit Number: J food + 016V
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
1300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial X Residential
PERMIT APPLICATION FOR: Shutter
WOW A
Address: 9940 S OCEAN DR 807
Legal Description: OCEANA OCEANFRONT CONDOMINIUM ONE APT 807 AND.7875 PERCENT INT IN COMMON ELEMENTS
Property Tax ID#: 4502-502-0084-000-6 Lot No.
Site Plan Nam 60C'aA-c" Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
Install 2 Accordion Shutters
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Additional work tobene orme under tis permit—check a appy:
HVAC LJ Gas Tank ❑Gas Piping I/I_Shutters a Windows/Doors
1!Electric El Plumbing U Sprinklers 1:1 Generator F] Roof
Total Sq. Ft of Construction: SFt.of First Floor:
Cost of Construction:$ 1001.00 Utilities: Sewer ElSeptic Building Height:A01-
7",
pro.. �` ss:+ �" .✓. .. .:., i.. �� r,
Name Patricia Little"Ball 4 y %JIL 5ft. Name: Michael Heissenberg
Address:9940 S OCEAN DR 807 Company: Expert Shutters
City: Jensen Beach State:FL Address: 668 SW Whitmore
Zip Code: 34957 Fax: City: Port St Lucie State: FL
Phone No.772-631-7657 Zip Code: 34984 Fax:
E-Mail: Phone No. 772-871-1915
Fill in fee simple Title Holder on next page(if different E-Mail: callexpert@aol.com
from the Owner listed above) State or County License: 16572
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: X Not Applicable
Name: walterTillit Name:
Address:6355 NW 36th St Address:
City: Virginia Gardens State: FL City: State:
Zip: 33168 Phone: 305-871-1530 Zip: Phone:
FEE SIMPLE TITLE HOLDER: X 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 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 ording your Wice of Commencement.
s
_Signature of Own essee/Agent Signature of Contractor/Lic nse Holder
STATE OF FLORIDA / STATE OF FLORIDA _'l
COUNTY OF L Lx C 1 Q COUNTY OF . L a C I R
Thq forgoing instrument was acknowledged before me The for ling instrument was acknowledged before me
�'
thi day of 201�by this27-'day of Lt 1 20&by
Michael Heissenberg Michael Heissenberg
(Name of person acknowledging) (Name of person acknowledging)
(Signature of Notary Public-State of Flori a (Signature of Notary Public-State of F r- a)
Personally Known OR Produced Identification Personally Known _� OR Produced Identification
Type of Identification Produced Type of Identification Produced
Commission N tll� ° NOTARY PUBLIC Commission No tMy,4, SfH�THER VIZZO
STA i E OF FLORI A p tr+ ARY PUBLIC
?Comm#FF176266 $' f., ESTATE OF FLORIDA
.175
CE 19 Expires 11/13!2018 s,t:WP/1r Comm#FF176266
Revised 07/15/2014 Nce rs� Expires 11/13/2018
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
COMPLETE
INITIALS
ANLAIDINGS AK ROOF HEIC•HT vi.DESIGN WIRD PRESSURE Fi�R.COMONENTB A OL4_0DLW MS-F-) FORISC£ r-111 - P K RQQf HEIOHf tFss THIN OR £OUAt TO 6Q FEFT aK
BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK L••LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-N"AND I-GREATER OR£OWL THAN 12'-J'
LESS THAN 12'-J'
ROOF
HEIGHT M5j1W7
NEGATIVE PoSITN£ NEGATIVE PoSITIVE NEGATIYC
(h) PTAMATE A.S.D. ULTMAIE ASA ULTNLATf AS.A MFAAATE AS.D. UL7NMTE A.SG * INDICATED DESIGN WNN7 PRESSURES
0'- 15, 02.4 67.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE A4W/MUM END
za4E AND/NTERI 1 GO WNS
> I5'-20' 07.6 64.6 76.8 45.1 }00.4 60.2 72.0 43.2 gp,8 54.5 AND FOR ALL RODE
SLOPES
>20'-25' 11.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 *t.STORM PAWL LENGTH.
>25'-30' 115,5 69.3 82.4 49.4 107.7 64.5 77.3 46.4 _ 97.4 58.4 AmDRwDN SHUTTER
BLAOE LENGTH OR SMAMA
>30'-40' 90.7 54.4 127.4 728 86.6 520 Y 13.3 68.0 87.2 48.7 7024 67.4 SHUTTER REKNIT.
>40'-so' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 .At7(cgt PRODUCTS WHICH BEAR A
>s0'-60` 97.3 58.4 130.3 78.2 92.3 55.7 121.5 72.9 87.2 523 709.4 65.9 - COUNTY OR A
STATE OF FLORIDA APPROVAL
6111 D W:S PEAK RNE HEILA•47 ME De IN W ND P4+reSWK FOR 120110 I NTS A CLADDING (P S F-) FOR A.M'F 7-}D - pEAK ROOF HEIGHT GREATER THAN 60 FEET Ak
BASIC WIND SPEED > 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK I-LESS THAN 12-J' L'•GREATER OR EQUAL THAN 12'-3'
ROOF MA
NEGATIVE PoSmVE NEGATIVE
HEIGHT
(h) U4ULTIMATE A.SD. ULTIMATE A.S.D. ULTIANAM . A.SD.>6D'_ 7p• 1677 100.6 84.3 50.6 i 148.4 89.0Ct'uFILTN-`>70'-80' 171.6 i 03.0 86.2 51.7 151.9 91.1
>80'-90' 775.2 105.1 8$.0 52.8 55 930>Bo'- }oD' 178.4 }074 89.7 53.8 1579 94.7
> Too'- 120' 100.5 W.J 184.2 Y La5 92.5 55.5 16J.0 97.8 E,,/E/1rlLlrrrTr/ri�r+
> t20'- 740 103.2 J. 189.2 CI 135T 5.1 57 1 1674 }00.4 ,`1117.1' � E+L f t •t«
' o' 105.6 63.4 ig3.6 116.2 973 58.4 171.3 102.8 ,� �.�` ...........n�Q !/
> Iso'- 780' 707.8 54.7 7976 118.6 99.3 59.6 174.9 �;'
> 180'--20W 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 yy++•� t
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No•���V i 3i
>250'-300' 1178 70.1 216.0 129.6LI
65.1 191.7 174.7
>300'-350' 121.0 72.6 221.9 L14
66.9 196.3 }178 STATE OF
723.9 74.3 227.7 68.5 200.9 120.5 ~_ •'•.
>400'-050' 126.4 75.8 231.8 69.9 205.1 123.1 :tlOR10�:•°,.r}ti!1!` f
>450' 728.8 77.3 236.1 71.2 2GB.9 725.3 This is Not A MasteC Drawi = �!'
Valid Only Far Orre Time Permh. -''n, Allo, 'E� /(06-7- 01 0-°
MOM, PALM BEACH, MARTIN, ST LUCIE&INDIAN RIVER COUNTIES
T)Tows cmiriw SIGNED AND SEALED WIND LOAD CHART,PREPARED BY INS ENGWEER,&t5ED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,
APPLK'AXE RISK CATEGORY BUIDING&EXPOSURES,IS COMPLETELY GENER,C AND DOES NOT PRONDE INFORMATION FOR A SUE SPECIFIC PROJECT ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND U1A0 GNARL MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER IF USED To OBTAIN A ONE TIME BUILDING PERMIT STORM PANED ACGYY7D}ON&841"SlN)T7ER5 ••4 SCALE
3.)CONTRACTOR OR PERMIT HOLDER ID BE RESPONSIBLE FOR THE 5£LECTICVI OF DESIGN WIND PRESSURE BASED ON 7765 GENERIC WIND tDAD CIWRi. WIND PRESSURE 06/T1115
AE
WIND PRESSURES ARE UL77MATE AND ASO PRESSURES. - g D W R SPEED� I7CHART " DATE
Po5K CA.
TL E C 4 cr�aRT -
4.)INS WMW LO4O CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
TILLIT n1sro O!ENGUMTMNW COMPANY P 15-188
5.)DESIGN WRNT LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM TNS WIND Law CHART SHALL BE MWATED ON A SEPARATE DOCUMENT'PREPARED BY All Rr aam.ax a.IPO.srcww 2 uTN EXP05URf D.Kd�0.85
THE CONTRACTOR OR PERMIT HOLDER ) PApm:dlabb EV-0 -JSTr DRAWING Na
(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). EB-0006719 i°O'^'• SAA`' °•ry4 "^'.n ° "A0^' arc
WALTER A TILLIT Jr.P.E • SHEET I OF I
FLORNAA tic.144167 1 - -
u. SCr5 tome Loy In }User peyFstrakbn Hot'v cs Submit Surcha Stats a Facts Publxatimn fHC Srafr€; eCks Sake .
pi roe p Unks Search
f
Busines,l
Product Approval
Professibr�fI USE*:Public Usw
LAS i
prwKr AVMm a Meal,a?rgertucf yr A-l4"MI e�rcication Detail �
Ft it
FL389-R8
Application Type Revision
Code version 2014
Application Status Approved
Comments
Archived
1
Product Manufacturer American Shutter Systems Association,Inc.
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(562)209-8253
bfeeley@easternmetal.com
Authorized Signature Bill Feeley
lrodriguez@eastemmetal.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/PhonelEmail
Category utters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architecl or a Licensed
Florida Professional Engineer
Evaluation Report Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.,Tillit,Jr.P,E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence 3 _ _xi,k tlORD.Jf1 f
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1866 2005
ASTM E-1996 2005
ASTM E-330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
yE
t
Product Approval Method Method 1 Option D
Date Submitted 04/2912015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/22/2015 I
Summary of Products
F.L# Modal,Number or Name Description
384.1 Bertha HV Accordion Shutter- Extruded aluminum interiocking;glades ret iined by tracks
Blade 3-(Non-HVHZ) Drwg IS- (top and bottom)for storm prof@ction
086
limits of Use Installation Instructions T
App"wed for use in HVHZ:No f'L.�.85__R$ Tt
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South F otida Inc.
Impact Resistant:Yes t Created by independent Third Pally:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile Level"D".Max span is 12'-7'for 35 psf FL'-'8C- R8 Ali A,$S.A,J, . r':E_�>_ �,� --ti k>>.Zn-'dj
positive ASD load and 13'-0'for 3S psf negative ASD load Created by independent Third fwrty:Yes
the HV3 blade w/o window bladet5'-2'for 110 psf ASD load
for HV3 blade w/o window blade and 8'•11'for 62 psf,9'-6'
for 55 psf HV3 blade w/window blade working in
tinison.Max.span for HV3 blade w/o window blade for
installations into Metal Stud walls is 79'for max.ASD
pressure rating of+72,-72 and 84"for+64,-64 psf.See
sheet 5 for other spans and ASD pressures.
389,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades re fined by tracks
I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protikbon
limits of Use Installed"}Instructions
Approvedfor use in.HVHZ:No FL3 e R8 T[.:A,S_S.A. P4C, D a`
Approved for use o HVHt:Yes Verified By:American Test Lab,tif South onda Inc.
Impact'Rear es Creatied by.Independent Third Party Yes
Design Prttssu •N(A Evaluation IteportS
Ether:Large m' f"D",Max,Span is 16'_0"For 30 Fi 3 2_gl) ._.A S.`:.PS1i5 E rf_ , a.�R .-i
0.0 negative ASD load depending on centermates and Created by Independent Third Party:Yes
locking rod configuration for the HVi blade,8'-0'for+64,
-72 p,s.f.load for HV blade for Keystone mountings 7'-0'for
+75,-75 p.s:f.for metals stud mountings and 8'-0'for 110
p.s.f.for HV1 and HViA working in unison.See sheets 7, 11
and 20 respectively of installation drawings for other spans
and pressures.
389.3 Bertha HV Accordion Shutter- Extruded aluminum interiockingiblades re ained by tracks
COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection
Limits of Use Installation Instractionis
Approved for Use In HVHZ:No f 8o RE it SSA iN _l�RP1 r_5 4 z::<
Approved for use outside HVHZ:Yes Verified By:American Test Labiof South lorida Inc.
3mpact Resistant"Yes Created by Independent Third Party-Yes
Design Pressure.N/A Evaluation Repaets
Other:Large missile.Max.16'-0'span at 30 p.s.f ASD load ,1 )) 1 A.4.S.A.iPiC. P`ET R. `�3 0s15_)� ...0 r1
for Slade 1 acid 18'-0"for Blade 2.See schedules on Meet Created by Independent Third Party:Yes
12,25 and 28 respectively
e.at 0
ShcIIiarc us: 26o1 stair Stone.Rpar,,Taughmeee Fe 3239+1 Pbgrc:850-487.1824
The state of Florida is an weEo—woor.cocvriaht 2007.201,3 State of fkaida.::l§,ivaVe temeat::Arrandlift+i SateMSet:. tit!!±?.Statement
Under Ronda taw,email addresses am public:records,If you do not want your e-maA address released!In response to a pnsbkatmccras reg st,do not send electronic
frail to this entity.instead,contact the office by phone or by traftonal mat:11 you have arq questiorB,please contact 6M4B7.1395.*pt w section 455.275
(1),Rerida Statutes,et t"0o bar 1.2012,licensees licensed.under Chatter 455,F.S.must:prtwWe the Department with an email a. s if they have one.the
emaAs provided may be used for official co n nuakabon witi,the hcen"e.However enti`i addresses ane Public record.lryou Qo not wish utspiv a personal address,
view provide the llepartsrlent with an ema4 address which can be made available to the public.To determine if you are a ittensee under apter 455,F_S-owase
click 11414..
Product Approval Accepts:
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