RC-06-878REPAIR EXISTING GARAGE DOOR
1
Passed
/
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 149060. CREATED AS
REINSPECTION FOR INSP- 77580. CREATED AS REINSPECTION FOR
INSP- 77506. No one home, no access for inspection. Reschedule inspection
when someone is available. 3/11/08 CG
Work is not as permited. Door replaced with wood wall. Wood is not an
acceptable component of exterior walls in Miami Shores.
STOPPED INSP.
New door installed. Provide product approval. NB
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: December 02, 2010
Inspector: Bruhn, Norman
Owner: DESIR, MATHIEU
Job Address: 104 NW 102 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
December 02, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 152449
Permit Number: RC -4 -06 -878
For Inspections please call: (305)762 -4949
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Repair
Phone Number (305)754 -7711
Parcel Number 1131010220130
Page 1 of 1
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING
JOB ADDRESS: 2 7 2 /
City: Miami Shores
Is the Building Historically Designated: Yes
• Value of Work for this Permit: $
Type of Work: OAddress
® Description of Work: A /t5:4(
•
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949 �r�
Permit No. O
Master Permit No.
•
OWNER: Name (Fee Simple Titleholder): , ) Phone #; / �L�' �° W-/5Py
b Address: 004 iv ie) /1'9'7- 57
City: /109frif State: /CC
Tenant/Lessee Name:
Email:
County:
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
Miami Dade
Phone #:
Square/Linear Footage of Work:
Alteration New ORepair/Replace
O
Zip: 33y
Zip:
Folio/Parcel#:
NO Flood Zone:
• CONTRACTOR: Company Name:
Address:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Phone #:
ODemolition
Submittal Fee $ 4 Eti Permit Fee $ . CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ U6190 s'
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
•
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days a 'r the building permit is issued In the absence of such posted notice, the
inspection will not be a'proved a reinspe will be charged.
nature
My Commission Expires:
APPROVED BY
ignature
Owner or Agent Contractor
The foregoing instrument was acknowledged � d � before me this 15 The foregoing instrument was acknowledged before me this
N
day of 0` V, 20, by sy oevAli 1 i Wired" of , 20 , by
who is personally known to me or who has produced
�-�1
who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: 0\�`'∎ii11111?/1/4/ NOTARY PUBLIC:
\ \e rs Si /.,. ,,
Sign: . 0310612012 . = Sign:
Print: = NOTARY PUBLIC i = Print:
Commission #
U' :•••. DD165901. R- $.:-. My Commission Expires:
.,, .�`
OF F LO„
** **************** ( e********************************************************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * **
,d
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10)
Plans Examiner Zoning
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NO,A.
SUILJ1 (:T TOCOk J '
ANCE TH ALL FEDERAL
STAT I AND CO NTY RULES AND REGULATIONS
NEv' CA iL D000- 6'
Id• 1.I4•(•1' MO
_ • APPROVED I
i
APPRO
ZONING
BLDG DEPT
go '
DATE
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WES � AGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
375 -2901 FAX (305) 372 -6339
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code. .
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: 2" EPS Ins. Steel Sectional GarageDoor.-up`to 9' -0" Wide
APPROVAL DOCUMENT: Drawing No.10411C9, >titled "2" Single Ca Gallery EPS GD2SP ", sheet 1 of 1,
dated 07/08/08, with Revision 01 dated 09/2009, prepared b G'iopdy Building Products Company, signed
and sealed by Scott Hamilton, P.E., bearing the M"aamiDadc County > Product Control Approval stamp with
the Notice of Acceptance number and approval da tl c Miami - Dado i my Product Control Division.
MISSILE IMPACT RATING: Large and Small`Missite Impact Resist
LABELING: Each unit shall bear a permanent labelwwith tife ;. name or logo, city, state and
following statement: "Miami -Dade County Product Contro pro "', -Mess otherwise noted herein.
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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above.
by Carlos M. Utrera, P.E.
midade. ov/buldin code
NOA No 09- 0929.10
Expiration Date: December 16, 2014
Approval Date: December 16, 2009
Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104119, titled "2" Single Car Gallery EPS GD2SP ", sheet 1 of 1, dated
07/08/08, with Revision 01 dated 09/2009, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of a 9'x 8', 27ga, Series
Gallery, Model GD2SP steel garage door, prepared by American Test Lab, Inc., Test
Report No. ATLNC 0428.01 -09, dated 06/03/09, signed and sealed by David W.
Johnson, P.E.
2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated
01/26/05, signed by John D. Lee, P.E.
C. CALCULATIONS
1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated
09/04/09, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS,
Report No. 3082960 -500, prepared by Intertek Testing Services, NA, Inc., dated
10/04/05, signed by Javier Trevino
2. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS,
Report No. 3082959 -500, prepared by Intertek Testing Services, NA, Inc., dated
09/16/05, signed by C. Anthony Peiialoza.
F. STATEMENTS
1. Statement letter of conformance issued by Clopay Building Products Company, dated
09/04/09, signed and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 09/04/09, signed and sealed by Scott Hamilton, P.E.
E -1
lo
M. Utr
Carlo s
era, P.E.
Product Control Examiner
NOA No 09- 0929.10
Expiration Date: December 16, 2014
Approval Date: December 16, 2009
0331DIM6 TYPE
FASTENER TYPE
MAGYUM •
CH CENTER
TIMM E
mom
FASTENERS
STEEL
PAWN
REQUIRED?
5-90 SOCK (MOLE* 0R
GROUTED 1
1/4• . 2 -i/2' (1' EMIRS) KM TAPCON CONCRETE ANCHOR (2 -112• MID. EDGE OSTANCE)
6-1/2'
20
F
IN.
®FY .. _:;T ^� �r�.ai�I �E..S
= E�t �
EA. ■ • K : • iit7atEII►c1Eiii:FY
E7i� " .. I_ . .■^At:
N-• " '- ^:Tmi1FLiinai
NE2fel r +. .: IEZ171 . a i a1
`7�LYIE127 i7,1ena la€13
lMts, ]L� i3?77GL• STfT31tiaulAtkv.ilk 1G•i,4
C
B
BRI040 / SERIES
CLOPAY / GALLERY
HOLMES / ARTISTRY
IDEAL / EXPRESSIONS
MODEL NUMBERS
SHORT PANEL
602SP. GR2SP
AR2SP
ED2SP
MA0 0008 ■MN 9 -0'
INSIDE 71 MATRON
SECTION C -C
12 GA CAL. STEEL TRACK
BRACKET FASTENED TO MCC
DAIS 1054 ONE s/KKC.K -B/B
WOO TAO SCREW PER BRACKET.
2' OMLV. STEEL TRACK FASTENED 1D
TRACK BRACKETS. EACH BRACKET
ATTACHED ION ONE 1/41.5/8 BOAT
AND NIH OS TWO 1/4' RIVETS.
LONG PANEL
G02LP. GR2LP
AR2LP
E02LP
DOOR HEIGHT
UP TO 8'0'
8'3' TO 101/•
10'3' TO 12'0'
12'3' TO 14'0•
14 TO 16'0'
Si 1220i 00•626
INK O •.
.6033 mt
t _
HAK116
16 CA MALL Ma. 51EEL EP0 STU .
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
ORM
THE LoAO FROM THE DOOR 5 TRANSFERRED 10 THE TRACK AND THEN FROM THE TRACK TO
THE 24 VEETICO. SNP ( GRADE 82 OR BETTER) JAMBS. NO LOAD 1801 THE DOOR IS
10N431EJRED 00 THE H022001AL (TOP) OMB.
2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT RESUMED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH 1103300E SURFACE
3. A 1/3 STRESS 21 REASE FOR W00 LOAD ITS 881 16E0 ER THE CALCULATION OF ALLOUHE
LOADS FOR CCHEM AND FASTENERS FOR STEEL CONCRETE AND MASCARA.
THE Id VERTICAL 8000 JAMBS ARE TO BE (FADE 2 OR BETTER YELLOW PRE. ND LOAD T5
TRNISFERBED 10 THE HERIZO1GIL (TOP) .OMB. ALL .Mile FASTENERS lin BE (BUT NOT
REQUIRED) COUNTERSINK 10 PROVIDE A FLUSH MOUNTING SURFACE.
8 OF
SECTIONS
4
5
7
MAX SECTION HEIGHT 24'
14 OA ICA BILK. STEF3. CENTER 10VCE FASTENED TO BACK
7/16• U. MPS Of 0008 W/(4) EACH 1144/8' SHEET METAL SCREWS
PIM NUT MEEKER.
14 CA C10V. STEEL ROLLER HINGE FASTENED TO END STILES 8/(4) EACH
1144/8" SHEET METAL SCUPS AND (4) 1/4 SELF TAPPING SCREWS.
2' 10 BALL STEEL ROLLER (1 -3 /16 0 7/16' N 4-1/47 WITH STEEL 00 NYLON TQE.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
• - 350• AHSO01/SCRE12 51461812 FSL4 BOTTOM AT 1■ NITRE THAN AML' 011 MINIM NM 1:61 1:61 CEUER =MSC.
NUIEST A05102/60IE21 INSTALLED AT LEAMM AS HMI 40 THE woR MONO NOM.
3' TALL 50 KS u -BAR
20 CA CAM. STEEL
1 - i 3. I
27 QA AIM.) COMA STEEL
515 111711 0 881 0M14, AND ICS
YEW STEAM OF 32 103L BuQO -011
POLYESTER NOTED TOP COAT.
TONGUE AND GROOVE
AMTS. S IMONE FILLED
CHANNEL SEPARATES
1RO■T AND BACK SKIM
OF 0000
61.121226.111 EKTR1350N 5
MNYL WEATHERSTRIP.
SECTION A -A
Tro:K-I I-
PREPARATION OF JAMBS BY OTHERS
NDIE ME RESIGN OF THE SUPPO TRA3 STRUCTURAL ELEMENTS SHALL
BE THE RESP0SI86RY OF THE PROFESSIONAL OF RECORD FOR THE
BLOOM OR STRUCTURE ARO O ACCORDANCE ROM CURRENT BUIO00
CODES FOR DIE LOADS 56TED ON Was DRAWING
�
REGISTERED PNAI. ENGVEER FOR 800 LOADS S40M
a4 THUS 0RA81O.
1.05' T16a 1! DENSITY ERPANOEO
POLYSTYRENE MAN IMSRA1ON UNMATED
TO 80114 EXIEIOIR AND INTERIOR STNS.
FOAM INSULATION 15 AN APPROVED PORN
PLASTIC (PER 1100 2612 .2) AND MEETS
8E03E0E127313 02 585/185 2603.4.19.
(2) 17 CA GYM. STEEL. rep ROLLER
BRACKETS ( - . 5- 3/01. EACH
BRACKET ATTACHED 7//(4) 114•/6 STREET
METAL SCREW'S.
14 GA CAL. ROUEN 1INGE. EACH IMAGE
FASTENED To END STILES WITH (4)
3' TAIL • 20 EA GAL. STEE1. U -BALL
TWO PER E00 SCOTCH ATTACHED WITH
(2 4 TAPING SCREWS PER
ARON
27 CA WTEMOR STEEL GMV. 5100 RON
A BALED -ON PRIMER NO A BAKED -014
POLYESTER PANTED TOP COAT.
3 CA GAL% STEEL DOT10M BRACKET. ATTACHED
UM (2) 8144/8 SHEET META. SOME.
4
REVISIONS
REV. NO.
01
�
1 (/1
DESIGN ENGINEER; SCOTT 1WNIILTCN. PE.. SSIORIOA P.E. ®63286
ZONE:
DATE:
09/2009
• X1
ECN NO.
APPVD:
4409110N1M TRACK SUPPORT
BY DOOR R4STAUER (T0 SIT)
13 GL CALM. WEE. PIA! BRACKET. FACT
FASTENED TO WOOD JAMB TRH (3)
16'.1 -5 • 8000 TAG SCREW.
[ r TRACR CCRECURATON ABOVE THE
0008 OPENOO ROES NUT AFFECT
THE ICC LOAD RATING.
11
11
2' GAT.. 51EEL TRACK,
TRACK THICKNESS: Mr
DESCRIPTION
REVISED FOR 14
TYR. 2- 1/2 CA. GAL. STEEL TRACK BRACKET.
(4 TRACE BRACETS PER SCE ( 1SP 10 B' ITCH).
s) TRACK BRACKETS PER SIDE (LIP 10 10' 1G
TRACE BRACKETS PER SIDE UP 1 12' HGH
TRACK BRACKETS PER SIDE 1311 10 14' HIGH
(8) TRACK BRACKETS PER SrDE (UP TO 18' HIGH).
02511 FiN F 1•rr1i TEK�8�8� I=
W Ay 1E11
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rie7wmOE - Eros ,I3ME Ey 11:'44 ■L;JI A_•11 0
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'W IEVE'.1 AB YEEO
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i€47l0I"diF.H.Di6IIYr'➢IRlif.'4 14 E111
402'%01 LEON.
TTS11 CMI IZ637 E•71.11 C71:744 t iiMF'OyEtna
ritIlErAFMAI R7PliFT111 •175 [F'S
5 145 11605.61 CDR.
DIE -1 F471 I DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F.
Mora TR. 513-770 -4
8m1EAg Products Fa. No. 513- 770 -4853
DESCRIPTION: 2' SINGLE CAR GALLERY EPS GD2SP
DRAWN BY: BFA
CHECKED BY: SH
DATE: 7/08/08
DATE: 07/08/08
DWG. NO.: 104119
=PAY VINDLAAO RATING
W8
SCALE: NONE
SHEET 1 OF 1
VER: IA0
DWG.
SIZE
D
4
4
3
2
D
C
B
A
OPENING
SIZE
MEAN ROOF HEIGHT
SIZE
MEAN ROOF HEIGHT
16'-0"
17' -0"
20' -0"
21' -0"
22' -0"
23' -0"
24' -0"
25' -0"
8' x 6'
4 52.2, -65.9 PSF
+ 52.7,
-66.6 PSF
+ 53.2,
-67.3 PSF
+ 53.7,
-67.9 PSF
+ 54.2,
-68.5 PSF
+ 54.7,
-69.1 PSF
8' x 7'
+ 51.6, -64.8 PSF
+ 52.1,
-65.4 PSF
+ 52.6,
-66.1 PSF
+ 53.1,
-66.7 PSF
+ 53.6,
-67.3 PSF
+ 54.1,
-67.9 PSF
8' x 8'
+ 51.1, -63.7 PSF
+ 51.6,
-64.4 PSF
+ 52.1,
-65.0 PSF
+ 52.6,
-65.6 PSF
+ 53.1,
-66.2 PSF
+ 53.5,
-66.8 PSF
8' x 10'
+ 50.2, -62.1 PSF
+ 50.7,
-62.7 PSF
+ 51.2,
-63.3 PSF
+ 51.7,
-63.9 PSF
+ 52.2,
-64.5 PSF
+ 52.6,
-65.0 PSF
8' x 12'
+ 49.5, -60.7 PSF
+ 50.0,
-61.3 PSF
+ 50.5,
-61.9 PSF
+ 51.0,
-62.5 PSF
+ 51.5,
-63.1 PSF
+ 51.9,
-63.6 PSF
8' x 16'
+ 48.5, -58.5 PSF
+ 49.0,
-59.1 PSF
+ 49.4,
-59.7 PSF
+ 49.9,
-60.3 PSF
+ 50.3,
-60.8 PSF
+ 50.8,
-61.3 PSF
9'x 6'
+ 51.7, -65.0 PSF
+ 52.2,
-65.7 PSF
+ 52.8,
-66.3 PSF
+ 53.3,
-67.0 PSF
+ 53.7,
-67.6 PSF
+ 54.2,
-68.2 PSF
8'x T
+ 51.1, -63.9 PSF
+ 51.7,
-64.5 PSF
+ 52.2,
-65.2 PSF
+ 52.7,
-65.8 PSF
+ 53.1,
-66.4 PSF
+ 53.6,
-66.9 PSF
9' x 8'
+ 50.6, -62.9 PSF
+ 51.1,
-63.5 PSF
+ 51.6,
-64.1 PSF
+ 52.1,
-64.7 PSF
+ 52.6,
-65.3 PSF
+ 53.1,
-65.9 PSF
9' x 10'
+ 49.8, -61.2 PSF
+ 50.3,
-61.8 PSF
+ 50.8,
-62.4 PSF
+ 51.3,
-63.0 PSF
+ 51.7,
-63.6 PSF
+ 52.2,
-64.1 PSF
9'!x 12'
+ 49.1, -59.8 PSF
+ 49.6,
-60.4 PSF
+ 50.1,
-61.0 PSF
+ 50.6,
-61.6 PSF
+ 51.0,
-62.1 PSF
+ 51.5,
-62.7 PSF
9' x 16'
+ 48.0, -57.6 PSF
+ 48.5,
-58.2 PSF
+ 49.0,
-58.8 PSF
+ 49.4,
-59.3 PSF
+ 49.9,
-59.9 PSF
+ 50.3,
-60.4 PSF
10' x 6'
+ 51.3, -64.2 PSF
+ 51.8,
-64.9 PSF
+ 52.4,
-65.5 PSF
+ 52.8,
-66.2 PSF
+ 53.3,
-66.7 PSF
+ 53.8,
-67.3 PSF
10' x T
+ 50.7, -63.1 PSF
+ 51.3,
-63.7 PSF
+ 51.8,
-64.3 PSF
+ 52.2,
-65.0 PSF
+ 52.7,
-65.5 PSF
+ 53.2,
-66.1 PSF
10' x 8'
+ 50.2, -62.1 PSF
+ 50.7,
-62.7 PSF
+ 51.2,
-63.3 PSF
+ 51.7,
-63.9 PSF
+ 52.2,
-64.5 PSF
+ 52.6,
-65.0 PSF
10' x 10'
.; 49.4, -60.4 PSF
+ 49.9,
-61.0 PSF
+ 50.4,
-61.6 PSF
+ 50.9,
-62.2 PSF
+ 51.3,
-62.7 PSF
+ 51.8,
-63.3 PSF
10'x 12'
+ 48.7, -59.0 PSF
+ 49.2,
-59.6 PSF
+ 49.7,
-60.2 PSF
+ 50.1,
-60.8 PSF
+ 50.6,
-61.3 PSF
+ 51.0,
-61.8 PSF
10' x 16'
+ 47.6, -56.8 PSF
+ 48.1,
-57.4 PSF
+ 48.6,
-58.0 PSF
+ 49.0,
-58.5 PSF
+ 49.5,
-59.1 PSF
+ 49.9,
-59.6 PSF
12' x 6'
+ 50.6, -62.9 PSF
+ 51.1,
-63.5 PSF
+ 51.6,
-64.1 PSF
+ 52.1,
-64.7 PSF
+ 52.6,
-65.3 PSF
+ 53.1,
-65.9 PSF
12' x 7'
+ 50.0, -61.7 PSF
+ 50.6,
-62.3 PSF
+ 51.1,
-62.9 PSF
+ 51.5,
-63.5 PSF
+ 52.0,
-64.1 PSF
+ 52.4,
-64.7 PSF
12' x 8'
+ 49.5, -60.7 PSF
+ 50.0,
-61.3 PSF
+ 50.5,
-61.9 PSF
+ 51.0,
-62.5 PSF
+ 51.5,
-63.1 PSF
+ 51.9,
-63.6 PSF
12' x 10'
- 48.7, -59.0 PSF
+ 49.2,
-59.6 PSF
+ 49.7,
-60.2 PSF
+ 50.1,
-60.8 PSF
+ 50.6,
-61.3 PSF
+ 51.0,
-61.8 PSF
12' x 12'
+ 48.0, -57.6 PSF
+ 48.5,
-58.2 PSF
+ 49.0,
-58.8 PSF
+ 49.4,
-59.3 PSF
+ 49.9,
-59.9 PSF
+ 50.3,
-60.4 PSF
12' x 16'
+ 46.9, -55.5 PSF
+ 47.4,
-56.0 PSF
+ 47.9,
-56.6 PSF
+ 48.3,
-57.1 PSF
+ 48.8,
-57.6 PSF
+ 49.2,
-58.1 PSF
14' x 6'
+ 50.0, -61.7 PSF
+ 50.6,
-62.3 PSF
+ 51.1,
-62.9 PSF
+ 5t5,
63.5 PSF
+ 52.0,
-64.1 PSF
+ 52.4,
-64.7 PSF
14' x 7'
+ 49.5, -60.5 PSF
+ 50.0,
-61.2 PSF
+ 50:5,
-61.8 PSF
+ 50.9,
-62.3 PSF
+ 51.4,
-62.9 PSF
+ 51.8,
-63.4 PSF
14' x 8'
+ 49.0, -59.5 PSF
+ 49.5,
-60.1 PSF
+ 49.9,
-60.7 PSF
+ 50.4,
-61.3 PSF
+ 50.9,
-61.9 PSF
+ 51.3,
-62.4 PSF
14' x 10'
+ 48.1, -57.8 PSF
+ 48.6,
-58.4 PSF
+ 49.1,
-59.0 PSF
+ 49.5,
-59.6 PSF
+ 50.0,
-60.1 PSF
+ 50.4,
-60.6 PSF
14' x 12'
+ 47.4, -56.5 PSF
+ 47.9,
-57.0 PSF
+ 48.4,
-57.6 PSF
+ 48.8,
-58.1 PSF
+ 49.3,
-58.7 PSF
+ 49.7,
-59.2 PSF
14' x 16'
+ 46.3, -54.3 PSF
+ 46.8,
-54.8 PSF
+ 47.3,
-55.4 PSF
+ 47.7,
-55.9 PSF
+ 482,
-56.4 PSF
+ 48.6,
-56.9 PSF
15' x 6'
+ 49.8, -61.2 PSF
+ 50.3,
-61.8 PSF
+ 50.8,
-62.4 PSF
+ 51.3,
-63:0 PSF
+ 51.7,
-63.6 PSF
+ 52.2,
-64.1 PSF
15' x 7'
+ 49.2, -60.0 PSF
+ 49.7,
-60.6 PSF
+ 50.2,
-61.2 PSF
+ 50.7,
-61.8 PSF
+ 51.1,
-62.4 PSF
+ 51.6,
-62.9 PSF
15' x 8'
+ 48.7, -59.0 PSF
+ 49.2,
-59.6 PSF
+ 49.7,
-60.2 PSF
+ 50.1,
-60.8 PSF
+ 50.6,
-61.3 PSF
+ 51:061.8 PSF
+ 50.2; -60.1 PSF
15' x 10'
+ 47.9, -57.3 PSF
+ 48.3,
-57.9 PSF
+ 48.8,
-58.5 PSF
+ 49.3,
-59.0 PSF
+ 49.7,
-59.6 PSF
15' x 12'
+ 47.2, -55.9 PSF
+ 47.7,
-56.5 PSF
+ 48.1,
-57.1 PSF
+ 48.6,
-57.6 PSF
+ 49.0,
-58.1 PSF
+ 49.4,
-58.6 PSF
15' x 16'
+ 46.1, -53.8 PSF
+ 46.6,
-54.3 PSF
+ 47.0,
-54.9 PSF
+ 47.5,
-55.4 PSF
+ 47.9,
-55.9 PSF
+ 48.3,
-56.4 PSF
16' x 6'
+ 49.5, -60.7 PSF
+ 50.0,
-61.3 PSF
+ 50.5,
-61.9 PSF
+ 51.0,
-62.5 PSF
+ 51.5,
-63.1 PSF
+ 51.9,
-63.6 PSF
16' x 7'
+ 49.0, -59.5 PSF
+ 49.5,
-60.1 PSF
+ 49.9,
-60.7 PSF
+ 50.4,
-61.3 PSF
+ 50.9,
-61.9 PSF
+ 51.3,
-62.4 PSF
16' x 8'
+ 48.5, -58.5 PSF
+ 49.0,
-59.1 PSF
+ 49.4,
-59.7 PSF
+ 49.9,
-60.3 PSF
+ 50.3,
-60.8 PSF
+ 50.8,
-61.3 PSF
16' x 10'
+ 47.6, -56.8 PSF
+ 48.1,
-57.4 PSF
+ 48.6,
-58.0 PSF
+ 49.0,
-58.5 PSF
+ 49.5,
-59.1 PSF
+ 49.9,
-59.6 PSF
16' x 12'
+ 46.9, -55.5 PSF
+ 47.4,
-56.0 PSF
+ 47.9,
-56.6 PSF
+ 48.3,
-57.1 PSF
+ 48.8,
-57.6 PSF
+ 49.2,
-58.1 PSF
16' x 16'
+ 45.8, -53.3 PSF
+ 46.3,
-53.8 PSF
+ 46.8,
-54.4 PSF
+ 47.2,
-54.9 PSF
+ 47.6,
-55.4 PSF
+ 48.0,
-55.8 PSF
OPENING
MEAN ROOF HEIGHT
SIZE
15' -0"
16'-0"
17' -0"
18' -0"
19' -0"
8' x 6'
+ 49.1, -62.0 PSF
+ 49.8, -62.9 PSF
+ 50.4, -63.7 PSF
+ 51.0, -64.5 PSF
+ 51.6, -65.2 PSF
8' x 7'
+ 48.5, -60.9 PSF
+ 49.2, -61.8 PSF
+ 49.8, -62.6 PSF
+ 50.4, -63.3 PSF
+ 51.0, -64.1 PSF
8' x 8'
+ 48.1, -60.0 PSF
+ 48.7, -60.8 PSF
+ 49.3, -61.6 PSF
+ 49.9, -62.3 PSF
+ 50.5, -63.1 PSF
8' x 10'
+ 47.3, -58.4 PSF
+ 47.9, -59.2 PSF
+ 48.5, -60.0 PSF
+ 49.1, -60.7 PSF
+ 49.7, -61.4 PSF
8' x 12'
+ 46.6, -57.1 PSF
+ 47.3, -57.9 PSF
+ 47.9, -58.6 PSF
+ 48.4, -59.4 PSF
+ 49.0, -60.0 PSF
8' x 16'
+ 45.6, -55.1 PSF
+ 46.2, -55.8 PSF
+ 46.8, -56.5 PSF
+ 47.4, -57.2 PSF
+ 47.9, -57.9 PSF
9' x 6'
+ 48.7, -61.2 PSF
+ 49.3, -62.0 PSF
+ 50.0, -62.8 PSF
+ 50.6, -63.6 PSF
+ 51.2, -64.3 PSF
9' x 7'
+ 48.1, -60.1 PSF
+ 48.8, -60.9 PSF
+ 49.4, -61.7 PSF
+ 50.0, -62.5 PSF
+ 50.6, -63.2 PSF
9' x 8'
+ 47.6, -59.2 PSF
+ 48.3, -60.0 PSF
+ 48.9, -60.7 PSF
+ 49.5, -61.5 PSF
+ 50.1, -62.2 PSF
9' x 10'
+ 46.9, -57.6 PSF
+ 47.5, -58.4 PSF
+ 48.1, -59.1 PSF
+ 48.7, -59.8 PSF
+ 49.2, -60.5 PSF
9' x 12'
+ 46.2, -56.3 PSF
+ 46.8, -57.1 PSF
+ 47.4, -57.8 PSF
+ 48.0, -58.5 PSF
+ 48.6, -59.2 PSF
9' x 16'
+ 45.2, -54.2 PSF
+ 45.8, -55.0 PSF
+ 46.4, -55.7 PSF
+ 47.0, -56.4 PSF
+ 47.5, -57.0 PSF
10' x 6'
+ 48.3, -60.5 PSF
+ 49.0, -61.3 PSF
+ 49.6, -62.1 PSF
+ 50.2, -62.8 PSF
+ 50.8, -63.5 PSF
10' x 7
+ 47.7, -59.4 PSF
+ 48.4, -60.2 PSF
+ 49.0, -60.9 PSF
+ 49.6, -61.7 PSF
+ 50.2, -62.4 PSF
10' x 8'
+ 47.3, -58.4 PSF
+ 47.9, -59.2 PSF
+ 48.5, -60.0 PSF
+ 49.1, -60.7 PSF
+ 49.7, -61.4 PSF
10' x 10'
+ 46.5, -56.8 PSF
+ 47.1, -57.6 PSF
+ 47.7, -58.3 PSF
+ 48.3, -59.1 PSF
+ 48.9, -59.7 PSF
10' x 12'
+ 45.8, -55.5 PSF
+ 46.5, -56.3 PSF
+ 47.1, -57.0 PSF
+ 47.6, -57.7 PSF
+ 48.2, -58.4 PSF
10' x 16'
+ 44.8, -53.5 PSF
+ 45.4, -54.2 PSF
+ 46.0, -54.9 PSF
+ 46.6, -55.6 PSF
+ 47.1, -56.2 PSF
12' x 6'
+ 47.6, -59.2 PSF
+ 48.3, -60.0 PSF
+ 48.9, -60.7 PSF
+ 49.5, -61.5 PSF
+ 50.1, -62.2 PSF
12' x 7'
+ 47.1, -58.1 PSF
+ 47.7, -58.9 PSF
+ 48.4, -59.6 PSF
+ 48.9, -60.3 PSF
+ 49.5, -61.0 PSF
12' x 8'
+ 46.6, -57.1 PSF
+ 47.3, -57.9 PSF
+ 47.9, -58.6 PSF
+ 48.4, -59.4 PSF
+ 49.0, -60.0 PSF
12' x 10'
+ 45.8, -55.5 PSF
+ 46.5, -56.3 PSF
+ 47.1, -57.0 PSF
+ 47.6, -57.7 PSF
+ 48.2, -58.4 PSF
12' x 12'
+ 45.2, -54.2 PSF
+ 45.8, -55.0 PSF
+ 46.4, -55.7 PSF
+ 47.0, -56.4 PSF
+ 47.5, -57.0 PSF
12' x 16'
+ 44.2, -52.2 PSF
+ 44.8, -52.9 PSF
+ 45.3, -53.6 PSF
+ 45.9, -54.2 PSF
+ 46.4, -54.9 PSF
14' x 6'
+ 47.1, -58.1 PSF
+ 47.7, -58.9 PSF
+ 48.4, -59.6 PSF
+ 48.9, -60.3 PSF
+ 49.5, -61.0 PSF
14' x 7'
+ 46.6, -57.0 PSF
+ 47.2, -57.8 PSF
+ 47.8, -58.5 PSF
+ 48.4, -59.2 PSF
+ 48.9, -59.9 PSF
14' x 8'
+ 46.1, -56.0 PSF
+ 46.7, -56.8 PSF
+ 47.3, -57.5 PSF
+ 47.9, -58.2 PSF
+ 48.4, -58.9 PSF
14' x 10'
+ 45.3,-54.4 PSF
+ 45.9, -55.2 PSF
+ 46.5, -55.9 PSF
+ 47.1, -56.6 PSF
+ 47.6, -57.2 PSF
14' x 12'
+ 44.6, -53.1 PSF
+ 45.2, -53.9 PSF
+ 45.8, -54.6 PSF
+ 46.4, -55.2 PSF
+ 46.9, -55.9 PSF
14' x 16'
+ 43.6, -51.1 PSF
+ 442, -51.8 PSF
+ 44.8, =52.5 PSF
+ 45.3, -53.1 PSF
+ 45.8, -53.7 PSF
15' x 6'
+ 46.9, -57.6 PSF
+ 47.5, -58.4 PSF
+ 48.1, -59.1 PSF
+ 48.7, -59.8 PSF
+ 49.2, -60.5 PSF
15' x 7'
+ 46.3, -56.5 PSF
+ 46.9, -57.3 PSF '
+ 47.5, -58.0 PSF
+ 48.1, -58.7 PSF
+ 48.7, -59.4 PSF
15' x 8'
+ 45.8, -55.5 PSF
+ 46.5, -56,3 PSF
+ 47.1, -57.0 PSF
+ 47.6, -57.7 PSF
+ 48.2, -58.4 PSF
15' x 10'
+ 45.0, -53.9 PSF
+ 45.7, -54.7 PSF
+ 46.2, -55.4 PSF
+ 46.8, -56.1 PSF
+ 47.3, -56.7 PSF
15' x 12'
+ 44.4, -52.7 PSF
+ 45.0, -53.4 PSF
+ 45.6, -54.1 PSF
+ 46.1, -54.7 PSF
+ 46.7, -55.3 PSF
15' x 16'
+ 43.4, -50.6 PSF
+ 44.0, -51.3 PSF "
+ 44.5, -52.0 PSF
+ 45.1, -52.6 PSF
+ 45.6, -53.2 PSF
16' x 6'
+ 46.6, -57.1 PSF
+ 47.3, -57.9 PSF
+ 47.9, -58.6 PSF
+ 48.4, -59.4 PSF
+ 49.0, -60.0 PSF
16' x 7'
+ 46.1, -56.0 PSF
+ 46.7, -56.8 PSF
+ 47.3, -57.5 PSF
+ 47.9, -58.2 PSF
+ 48.4, -58.9 PSF
16' x 8'
+ 45.6, -55.1 PSF
+ 46.2, -55.8 PSF
+ 46.8, -56.5 PSF
+ 47.4, -57.2 PSF
+ 47.9, -57.9 PSF
16' x 10'
+ 44.8, -53.5 PSF
+ 45.4, -54.2 PSF
+ 46.0, -54.9 PSF
+ 46.6, -55.6 PSF
+ 47.1, -56.2 PSF
16' x 12'
+ 44.2, -52.2 PSF
+ 44.8, -52.9 PSF
+ 45.3, -53.6 PSF
+ 45.9, -54.2 PSF
+ 46.4, -54.9 PSF
16' x 16'
+ 43.1, -50.1 PSF
+ 43.7, -50.8 PSF
+ 44.3, -51.5 PSF
+ 44.8, -52.1 PSF
+ 45.3, -52.7 PSF
WORST CASE DESIGN PRESSURE CHARTS FOR
RETROFIT GARAGE DOOR
GENERAL NOTES
1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E.
2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE
IS OFFERED HEREIN.
3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN
& INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH
ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE
COEFFICIENT (GCp1= +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE
ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
5. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN
ASCE 7 -02.
6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES.
7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE.
8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0"
WIND VELOCITY =146 MPH
EXPOSURE 'C
DESIGN NOTES
2004 FLORIDA BUILDING CODE, ASCE 7 -02
I =1.0, Kd =1.00, Kzt =1.0, Kz =TABLE 6.5
qh = 0.00256 *Kz *Kzt *Kd *V *V *I
P = qh ((GCp)-(GCpI)), GCp1=;0.18
EXTERIOR (CORNER) ZONE 5
TABLE 2: MEAN ROOF HEIGHTS 20' -0" TO 25' -0"
FRANK L. BENNARDO, P.E.N
# PE0046549
VALID FOR 1 JOBN ONLY
VALID ONLY WITH RAM ENGINER8EAL
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OOWRIO}RENt?AEEi1110 EXPRESS
SCALE: 1 01
PAGE DESCRIPTION:
1°F1
H l l✓� -
4 JIIl0� 8:
BUILDING
Tenant/Lessee Name
A h-1. Tel: (305) 795.2204 Fax: (30) 756.8972
MIME l !mil e
0 2066
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
PERMIT APPLICATION
FBC 2004 BY:
Job Address (where the work is being done) /0 Q /02 5
Type of Work: ['Addition ['Alteration DNew
APR .11 . PAID
Permit No. '
Master Permit No
Permit Type (circle): ; wilding Electri mbing Mechanical �j Roofing
Owner's Name (Fee Simple Titleholder) x J �' -• Phone # iC ) /S / '
Owner's Address /0 /(J/i,/ / L z .5 77
City Mall /YU State Pi4 Zip 3 3/S
Ai l9
Phone #
3 / 5
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL # Nig
Is Building Historically Designated YES NO
Contractor's Company Name /i //? G # NA
Contractor's Address N /
City State N ,4 Zip /l// A
Qualifier Name ,N 4 Phone #
State Certificate or Registration No. A il Certificate of Competency No. /VA/
Architect/Engineer's Name (if applicable) /V Phone # A/I
Value of Work For this Permit $ 3C::° - C.-c=' Square / Linear Footage Of Work:
e pair/Replace ❑ Demolition
Describe Work: �?� I L ) 1 1- -
¢¢i j-- ��`` I / . CCF $ 0. Q� coiCC
Submittal Fee $ ` ermit Fee $
Notary $ C J -- CDC Training/Education Fee $ 0 • Z0 • Technology Fee $ 2.- SD —
Scanning $3` (X Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 2 1 1 • 3D
See Reverse side -->
Bonding Company's Name (if applicable) f
Bonding Company's ddress r' A / i4
City N ii State AO / Zip
Mortgage Lender's Name (if applicable) hi A / r izea Oeshem
Mortgage Lender's Address /0 4/ Nk/ /0 ,y, .5 4
C it y /ni 07/ state fZ o
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved,and a reinsp :ctj • e,ii ll be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day o f L., 20 C by U 1
who is personally known to me or who has produced
`.1 As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commis ion Expire
NOTARY OF FLO. 1)_41.
FITIPIFIFL '1,=r
y, . es: SEg 27 'oo
•A . lay
tic Bonding
* * * * * * * * * * * * * * ** * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
Zip
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of ,20 ,by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
/0fr
Plans Examiner
Engineer
Zoning
g i
d°`
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME: �J 2 C � � ' ` )7 • DATE:
ADDRESS:/'24 /1/L ' 2 .5 /f/,/ li
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means . that you must deduct F.I.C.A and with - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial'
2. I understand that as an owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial Al f p�
3. I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial '7--/—
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —. only if the structure meets the
minimum code.
Initial At' , r�
5. I understand that as an owner- builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
Initial Ai' L' D
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial /y l < r
7. I understand that if any person gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial N. Lam)
8. I. understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Produced there License or
Bonded
Mande Bon
Initial /1-Z
Was acknowledged before me this S day of APE-I L-, 20 b
By ILPI11+1EEE1J I 1 . who was personally known to me or who has
as identification.
1
∎r -. - ■r
Expires: 5 P...,ri ►
g Co Inc at
1
•
REPAIR EXISTING GARAGE DOOR
Passed
cr
Inspector Comments
cc
U
£ `,,
S C
t '
0/ 11(5r
/
A°
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 03/11/2008
Inspector: Grande, Claudio
Owner: DESIR, MATHIEU
Job Address: 104 102 Street NW
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Tuesday, March 11, 2008
Miami Shores Village, FL 33150-
12
Block:
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Repair
Phone Number (305)754 -7711
Parcel Number 1131010220130
Lot:
Page 2 of 2
REPAIR EXISTING GARAGE DOOR
Passed
Inspector Comments
Kl o r y A 1 1/4. _
�-- l � ° C e°
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Project: <NONE>
Inspection Date: 03/10/2008
Inspector: Rodriguez, Jorge
Owner: DESIR, MATHIEU
Job Address: 104 102 Street NW
Miami Shores Village, FL 33150-
Contractor: HOME OWNER
Building Department Comments
Thursday, March 6, 2008
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Repair
Phone Number (305)754 -7711
Parcel Number 1131010220130
Lot:
Page 1 of 2
Issue Date: 4/10/2006
Owner's Name: MATHIEU DESIR
Permit Type: Residential Construction
Work Classification: Repair
Job Address: 104 102 Street NW
Miami Shores Village, FL 33150-
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 04/05/2007
Contractor(s) Phone Primary Contractor
HOME OWNER
Yes
Comments:
REPAIR EXISTING GARAGE DOOR
Additional Information
Type of Construction: GARAGE DOOR
Stories: NA
Front Setback: NA
Left Setback: NA
Bedrooms: NA
Plans Submitted: NA
Certificate Date: 4/5/2006
Occupancy: Single Family
Exterior. NA
Rear Setback: NA
Right Setback: NA
Bathrooms: NA
Certificate Status: NA
Additional Info: REPAIRS
In consideration of the issuance to me of this permit, I agree to perform the work
covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications
submitted to the proper authorities of Miami Shores Village. In accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. Futhermore, I authorize the above -named contractor to do the work
stated.
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee - Additions /Alterations
Scanning Fee
Technology Fee
Work without Permit Fee
Total:
Amount
$0.60
$0.20
$5.00
$100.00
$3.00
$2.50
$100.00
$211.30
Building Department File Copy
Applicant Signature
Parcel #:
Block:
Section:
Permit Status: APPROVED
Permit Number: RC -4-06 -878
Phone: (305)754 -7711
1131010220130
Lot:
PB:
Total Square Feet: 0
Total Valuation: $ 300.00
Required Inspections
Final
Invoice Number
RC - 24425
Total:
APR 14 PAID
-
Amt Due
$211.30
+ Amt Paid
Z___1. 1
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
Atl>ftss 1 lOy. 7$.w. 1D2
tilir *KZ ., Pt 331
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• • • ••• • •• •
• • • • .
• • ••• • • • • • • •
• • • • • • • • • • •
• • •
3/4/2008
To: Current Owner
104 NW 102 Street
Miami Shores Village, FL 33150-
Permit: RC- 4- 06-878
Address: 104 NW 102 Street
Miami Shores Village FL33150-
Date Expired: April 5, 2007
Type: Garage Door
Date of Last Inspection: No inspections done
Dear Sir or Madam,
Miami Shores Village
Building Department
10050 NE 2 Ave, Miami Shores, Fl 33138
Tel: (305)795 -2204 • Fax; (305)756-8972
Our records indicate that the above referenced permit has expired without obtaining the proper
final inspection. In order to serve you better, we need to keep our files up to date.
As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid
(expired) unless the work authorized by such permit is commenced within six months after its
issuance, or if the work authorized by such permit is suspended or abandoned for a period of six
months after the work is commenced, or completed without obtaining the final inspection of the
work performed.."
Please be advised that open permits will hinder your ability to refinance or sell this property
Please contact the Building Department, within 15 days of receipt of this letter in order to
take care of this matter.
Sincere',
011i
dio Grande CB I)
Building Director