HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: —R SCANNED Permit Number: III —V
BY
St: LwGio C Qwnty
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: Window/door
PROPOSED IMPROVEMENT LOCATION:
Address: 104 LOMAS CT
Legal Description: RIVER PARK
PropertyTax ID #: 3419-515-0162-000-9
Site Plan Name:
Project Name:
Setbacks Front Back:
Right Side:
Left Side:
Lot No.5
Block No. 26
DETAILED.DESCRIPTION OF WORK ,, � ' y ,y III
mar...
TEAR OUT AND REPLACE 16X7 GARAGE DOOR
N
E1HVAC Li Gas Tank
11 Electric 0 Plumbing
Total Sq. Ft of Construction:
Cost of Construction: $ 1535.00
nit — check all apply:
Piping In _Shutters
inklers El Generator
S Ft. of First Floor: _
Utilities: Sewer D Septic
Windows/Doors
0 Roof
Building Height:_
OWNER/LESSEE:
CONTRACTOR:
NameJOHN WILSON
Name: DENVER ki-LER
Address:780 LOMAS ST
Company: D&D GARAGE DOORS PSL
City: PORT ST LUCIE State: FL
Zip Code: 34952 Fax:
Phone No.871-9279
Address: 500 KITTERMAN RD
City: PORT ST LUCIE State: FL
Zip Code: 34952 Fax: 772-460-7635
Phone No. 772-460-7630
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail:
State or County License: 19007
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:m
DESIGNER/ENGINEER: x Not Applicable MORTGAGE COMPANY: x Not Applicable
Name:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x Not Applicable
Name:
Address:
City:
Zip: Phone:
Name:
Address:
City: State: _
Zip: Phone:
BONDING COMPANY: x Not Applicable
Name:
Address:
City:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie Counri makes no representation that is granting a permit will authorize thegermit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or an 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.
Si nature�Owner/ A Ent/ LEsslE,5 Slgna urge of Conttr ctor I se Holder
STATE OF FLORIDA
CO U NTY O F sT LUCIE
The f�orgg�oing instrument was acknowledged before me
this aAS day of tQCP4 , 20 14 by
STATE OF FLORIDA
COUNTY OF sr WCIE
The forgoing instrument was acknowledged before me
this zs day of NOVEMBER 2014 by
DENVER MILLER" DENVER MILLER
(Name of person acknowledging) (Name of person acknowledging)
Personally Known x
Type of Identification
Commission No. _FF101474
Revised 07/15/2014
OR Produced Identification Personally Known x
iced I Type of Identification
(Seal)TFFANYA,LEE Commission No. FF101474
* MY COMMISSION f FF 1D1474
NotarySenices
State of Florida
OR Produced Identification
Teal) TIFFANYA.LEE
* MY COMMISSION II FF 101474
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Property Appraiser - St.Lucie County, FL
e
Page 1 of 1
John Wilson Record: 1 of 1
Property Identification
Site Address: 104 LOMAS CT
Sec/Town/Range: 22 :36S :40E
Map ID: 34/22S
Zoning: RS4
PROPERTY RECORD CARD
«Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print
yCIE CO
ParcellD: 3419-515-0162-000-9 a� ,r> wG2
Account#: 42230 - u3
Use Type: SF Res
City/Cnty: Saint Lurie County • 5 "!
Ownership and Mailing
Owner: John Wilson
Address: 780 Lamas St
Port St Lucie FL 34952-1405
Sates Information
Date Price Code Deed
10/31/2002 100 01 QC
12/1/1980 69900 00 CV
Legal Description
RIVER PARK -UNIT 3- BLK 26 LOT 5 (MAP 34/22S) (OR 345-1337:
1609-2237)
Assessment 2014
Total Land and Building
Book/Page 2014 TRIM: 70800
Land Value: 9300 Acres: 0.19
1609 / 2237 Assessed: 70800
Building Value: 61500
0345 / 1337 Ag.Credit: 0
Finished Area: 1826 SgFt
Exempt:
Taxable:
Taxes: 1318.43
BUILDING INFORMATION
r;*
5
WIN
q4
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
ExtType:
HC- -HC-
YeafBlk
1980
Grade:
C- -C-
EffYrSIt:
1980
StoryHght:
0010-1 Story
No.Units:
1
Interior Features
BedRooms:
3
Electric:
MIX -MAXIMUM
FullBath:
2
HeatType:
FHA - FrcdHotAir
12Bath:
0
HeatFuel:
ELEC- Electric
%A/C:
100
%Heated:
100
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
Walt. No. Use Type
DWC- Driv-Concret
Y 1 720
AV AV
1980 1 0100-SFRes
RoofStma: HP - Hip
Frame:
Prime Wail: BS - CB Stucco
SecWall:
PrmintWali:
DW - Drywall
AvgHYFI:
Prm.Flors:
CU- Carpet
%Sprinkled:
0
Type
Measure Depth
215 -Front Ft
67 122
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/pasle/pre.asp?prclid=341951501620009 11/24/2014
IMAM
MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 26 SVeet, Room 208
AFFAIRS(PERA) Miam da33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315- F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) ww m rnidade.eov/nera/
DAB Door Company, Inc.
12195 NW 9Wh Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of c on
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County P P uct
Control Section to be used in Miami Dade County and other areas where allowed by the Authority risdiction
(AHJ),
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Co o ection (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to v 1 product or
material tested for quality assurance purposes. If this product or material fails to perform in the ac anner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or the use of
such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, termined
by Miami -Dade County Product Control Section that this product or material fails to meet the reur ments of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Build' g o e,
including the High Velocity Hurricane Zone.
DESCRIPTION.- Hurricane Master@ Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 161-
0" High with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 09/10/2002, with last revision G dated 10/1312011, sheets I through 5 of 5, prepared by AI-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0414.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrern, P.E.
NOA No.12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
0!17 31V Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision G dated 10/13/2011, sheets 1 through 5 of 5, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per
FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007,
signed and sealed by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind
Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage
Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3204,
dated 01/20/2011, signed and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of
"Sectional Residential Door with Windows", prepared by Hurricane Engineering &
Testing Inc., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by Rafael
E. Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated
07115/03, signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated
10/31/03, signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
a2/23/Zol2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 11-0414.12"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07117/2013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on
11/29/2012.
3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. ' Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
"Submitted underNOA # 05-0228.02"
1. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated
11/29/2004 signed and sealed by I. Ghia, P.E.
3. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Al-Farooq Corporation, dated 10126/2011, signed and sealed by Javad Ahm d, P.E.
d 23 2di2
Carlos M. Utrers, P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
7-1/2- % 3' X 071•
® DAUM STEEL END ROVER
W/ (6) /14 X 5/5' ERNS
V. STEEL CEENTER HINGE
X 5/8- SANS
2/ DOOR
1'W X AS INK.
SPRING LOADED SUDE DOLT LOCK (RIM 90E5) r
FASTENED W/ (4) 014 X I/2' S.0.&
5/a• MM. LOCK ENGAGEMENT CONICRMS TO B
FBI 1012 REGARDING GARAGE ODORS
m
m
m
N X 5 5/8'H %TA
STEEL PLATE, 1 3/8° DEEP
WRH (3) 114 X 3/4• L1 m m
SELF DRILLING SOR
NOR
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CONSISTS OF
W-B'
2 SEOIDIS IW 2 SECTIONS 21'
1 SEOWN TV 3 sucizo S 21'
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♦ sEO50.V5 21'
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6 SECDONS IT
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4 SECTIONS 21'
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BRACKET BRACKET'
STD. LIFT DOOR LOW HFiLOR00M
DOOR 0
P11QN
PUkTIE
WITH(4)114 X, 3/4° SIDS
CENTER STILET J" 1.
HIT TOP I'Di 5-1/2• X 2-3/4' X 0.1-
SIEEL PMTE WITH ONE 5/16-18 MS W/ NUI
OPTIONAL DOOR VIEWER
TO ENO STILE WRH
(6^ /14 X 3/4° SFTO BRGMNS SCREWS
TO BE MSTAILED AT
!NY CENTER SNLE7
�FASTENm
BEE SHEEP 3 FOfl TOP B111HAI OPTIONS
/
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INSIDEELEVATIONTIATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
SCHEMA£ w
CDRER SRIFS COMIGUROgN
ODOR Wi0R5 / OF CENRR EILLES
WTO5-10' 2
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Doofl wIOIHs
DAB DOORS INC.
Hurrlcone Minder® Model a24/811
Mm Size 16'-2' X 16'-0" High
With WlndoW LIlm Option
GENERAL NOTES
2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CM2 Y WON THE
RFOMREMDOs OF THE 110MA DAMNS CODE 2010 EORION MCLUMNO
WON VETNRY HURMCSNE ZONE
2. ANCHORS SHALL BE AS LTSTEO, SPACED AS SHOWN ON DUAILS.
ANCHOR EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL
DRES9NO OR MCCO.
0 ALL BO1.1% NUTS AND WASHERS SMALL BE ZINC PLATED CARBON SIEE.
4. ANCHORING OR LOADING COMMONS OTHER THAN THOSE SHOWN IN
THESE DETNtS ARE NQT PART OF THB APPROVAL
5. A ILAD gSA10N. INOjF/yAi. SUSED M DESIGN OF N HORS INTO HOOD ONLY.
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SEE DETAI ABOVE
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CEN`ER WILE GLUED AND ANFOED DISTANCE A) 2' MIN. EMBED INTO CONCRETE (J000 PSI MIN.)
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WOOD BUS 1
DIA. W SCREWS 12BY
B' FROM FNOs WOOD
WOOD FRAMF R I DIN •S
STUD WALLS OR DOOR OPENING (NOT BY DAB ODORS)
SHALL BE PRANED SOLID BY NOT LESS THAN
(3) 2K8 PRESSURE TREATED GRADE 2 UP OR BETTER
MOD STUDS.
STUD WALLS TO BE CONT. FIRM FOOMHG TO TIE BEAM
DID NEER OF RECORD TO VERRY ADEQUACY OF ME
SUPPORBNO STRUCTURE.
TACK SHALL BE SECURED WRH DOW. STEEL ANGLE TO PRESSURE
TREATED 2K8 SIP WOOD JAMBE WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR COMO. COLUMN WITH
1/4' ULTADON BY 'ELCO' WITH SPACING OF
IB' O.C. IWO BLOCK WALL, WITH 2-1/4• MIN. EMBED
1J' O.C. INTO 300D PSI CONCRETE, WIN 1-3/4' MIN. EMBED
2-1/2' MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
1' OA, IWO BLOCK WALL, WITH I-1 2' MIN. EMBED
13' O.C. INTO 30DO PSI CONCRETE, 1-3/4" MIN. EMBED
3' MIN. EWE DISTANCE
3/8' CONFLEK BY'ELCO' OR
3/B° LDT BY 'ITW' ARM SPACING OF
2J' 01 IWO 300 PSI CONCRETE, WON 2-1/2' MIN. EMBED
3" MIN. EWE NUANCE
3/8' HLC SLEEVE BY 'HILR' WITH SPACING OF
13' O.C. IWO BLOCK WALL, CORN 1-1/4' MIN. EMBED, 4' MIN. EDGE DIU.
15' O.C. INFO 3000 PSI CONCRETE, WRH 1-1/4 MIN. EMBED AND
2-1/2• MIN. EDGE NUANCE
THE BLOCK WALL CELLS SHALL BE GROW FILLED AND REINFORCED
WRN FOUR B 0 BARS EKTENDWG INTO FOOTING AND TWO TIE BEAMS
ALL BARS S LL BE CONTINUOUS FROM TIE BEAMS T FOOTING.
PREPARATION OF JAMBS BY OTHERS
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* PLASTIC COMPDES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
OPTIONAL WINDOW LITES IN ANY LOCATION
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emwi02n9 no.
v sheet 5of 5
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS, AND CLADDING WORST CASE DESIGN PRESSURE-[PSF]
❑160 EXPOSURE B 9' x 7'
Door = + 26.7 - 30.2
❑160 EXPOSURE B 16' x T
Door = + 25.6 - 28.5
❑160 EXPO$URE_C•,s9' x 7'
Door = + 32.4 - 36.6 (1 story and max 15'
E]1,60 EXPOSUR&CA6' X-7-Door +<31 0. --34" mean roof height)
❑160 EXPOSURE C 9' x 7'.Door
= + 37.4 - 42.3 ( 2 story and max 30'
❑160 EXPOSURE C 16' X,7'
Door = + 35.9 - 39.9 mean roof height)
❑160 EXPOSURE D 9' x 7'
Door = + 39.3 -44.4 ' (1 story and max 15'
❑160 EXPOSURE D 16' x 7'
Door = + 37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2
❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4
7150 EXPOSURE B 9' x 7'
Door = + 22.8 _ 25.8
❑150EXPOSURE B16'xTDoor
=+21.8 -24.3
❑150 EXPOSURE C 9' x 7'
Door = + 27.6 -31.3
❑150 EXPOSURE C 16' x T
Door = + 26.4 - 29.5
❑150 EXPOSURE C 9' x 7'
Door = + 32.0 - 36.2
0150 EXPOSURE C 16'.x 7'
Door=+30.6 -34.1
❑150 EXPOSURE D 9' x 7'
Door = + 33.6
❑150 EXPOSURE D 16' x 7'
Door = + 32.1 - 35.8
❑150 EXPOSURE D 9' x T
Door = + 37.9 - 42.9
❑150 EXPOSURE D 16' x T
Door = + 36.2 - 40.4
( 2 stoy and max 30'
mean roof height)
(1 story and max 15'
mean roof height
( 2 story and max 30'
mean roof height)
(1 story and max 15'
mean roof height)
(2 story and max 30'
mean roof height)
Notes:
• Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)