RC-09-223Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Scheduled Inspection Date: April 13, 2009
Inspector: Bruhn, Norman
Owner: MOWERS, KATHERINE
Job Address: 1175 NE 101 Street
Miami Shores, FL 33138-
Project: <NONE>
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1132050190230
Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DC Phone: 305 - 885 -8088
Building Department Comments
Passed
,aeh��07
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP 106578. No access/ please
reschedule, NB
April 10, 2009 Page 10 of 25
`V\40\qk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATI
FBC 2004
Permit No. i o ct r
Master Permit No.
Permit Type (circle): Buildin Roofing
�e� -7- i� ,f
Owner's Name (Fee Simple Titleholder) aM / (' A) /� CI\ 7 /7-
Owner'syA�ddrress )/7[ ID/ 3r
City /7) ` �J�4 State Zip ' /3e
Tenant/Lessee Name ,,� ' Phone #
Job Address (where the work is being done) // /(16" /0/
City Miami Shores Village
County Miami -Dade
Zip '3/ .3*
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name /71A0R714-e-e4f�-
Contractor's Address /%v0 9 r2
Phone #
3e6- tf&7 s
City State — Zip 33/64
Qualifier Name Lit'! % e
State Certificate or Registration No. 0 eV el 0 /kZz,40 Certificate of Competency No,
Phone # 30,1- r00 26
Architect/Engineer's Name (if applicable)
Phone #
p��
Value of Work For this Permit $9�%
Type'f Work: ['Addition
Descie Work:
f
['Alteration
Square / Linear Footage Of Work:
['New
Repair/Replace
J � S
['Demolition
1:
nn
; 1255,4****** ****** *: x**** *+x**a:**** ** ** *:x**** ees*** *�x = is*>' x*: x: x**** ******** * *x:**x:*:x*:x****** ****
Subrntttal Fee $ J Permit Fee $ CCF $ lUV /�C�O /CC
`
Notate $ Training/Education Fee $ 0 '9O Technology Fee $ . "Z
Scan ig $ l // o- CO Radon $ DPBR $ Zoning $
Bond Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ (..D9 -
See Reverse side --->
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, BOILF,RS, 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.
"VVARNING 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 reinspection fee will be charged.
Signature
0 er or Agent
09.5 AP
The - going instrument was acknowledged before me this-4---v
day of 0 /i i, by &"'Q — 249(44j1✓c,
why p rsonally ,:" own to me or who has produced
As identification and who did take an oath.
My Commission Expires:
************ * * * * * * * * * * * * * * * * * * * * * * * * * * ** * **
APPLICATION APPROVED BY:
(Revised 07/10/07)
* * * * * * **
Signature
Contractor
The foreggoin instrument was acknowledged before me this J
day of , 2007, by /t)/ J 7-- '`` ,
who is p rsonally know or who has produced
as identification and who did take an oath.
" ' Expires: NOV.. 26, 2C 111
My Commism Rlf IC BONDING c0., INC
******* **, x************ **: x: x*********** * ******** * * ******
Plans Examiner
Engineer
Zoning
ect 0 • • • •• •• ••• •
Florida Building Gode Garage Door Windloadi Deeigi PIeesL re% ; •
•
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The positive and negative design windloads Eorthe,Oaragl door ope
Building Code (American Society of Civil EngineerspSEI/. CEJ -02
(Exposure C), 146 mph wind `velocity for Miami -Dade County.
•" • ; • . ••• •.
Address: Katherine Mowers • •' • ••' :
MIAMI
COUNTY
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BUILDING CODE COMPLIANCE OFFICE glY0C ®) • • • : .
PRODUCT CONTROL DIVISION • . • • . . . • ;
• • • • • • •
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NOTICE OF ACCEPTANCE (NOA) •' • '
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. . .
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• • •' • • • MIAMI -DADE COUNTY, FLORIDA
• METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
•••
• • MIAMI, FLORIDA 33130 -.1563
• • • • (305) 375 -2901 FAX (305) 375 -2908
• • www.miamidade.aov/buldinecode
Clopay Bolding 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 faits to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART 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 Insulated Garage Door with Impact Resistant Lites to 9'0" Wide.
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67/HDGL,
4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed
and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Approval stamp with
the Notice of Acceptance number and expiration date by the Matti-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Farb unit shall bear a permanent label with the manufacturers name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless 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.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
1
NOA No 07 -0807.14
Expiration Date: September 20, 2012
Approval Date: September 20, 2007
Page 1
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Clopay Building Products Company • •
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NOTICE OF ACc TANCt: •E '1D SUBMITTED
• ••• ••• •- • • •
• ••
A. DRAWINGS
•i ••• s
• • • • ••• ••
1. Drawing No. 101703, titltd ; 71/.�D E • i768,.43.00/01, 4310/67/HDGL, 4400101, H
Models; ", dated 11/19/16; sheet'l of i, preQaiud•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,
2) Large Missile Impact Test, per FBC TAS 201,
3) Cyclic Wind Pressure Test, Loading per FBC TAS 203,
Along with marked -up drawings, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0823.01 -06, dated 12/18/06, signed and sealed by David W. Johnson,
P.E.
C. CALCULATIONS
1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton,
P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CER1114'1CATIONS
1.. Tensile Test, per ASTM E8, Reports No. HETI -06 -T604 /605 /606, prepared by
Hurricane Engineering & Testing, Inc., dated 09/22/06, signed and sealed by Rafael E.
Droz -Seda, P.E.
2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 -04- 63365,
prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D.
Lee, P.E.
3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500,
prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony
Penaloza.
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated
10/04/05 and Report No. 3094867SAT -001, dated 04/13/06, prepared by Intertek
Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza.
F. STATEMENTS
1. Statement
Hamilton,
2. Statement
Hamilton,
of code conformance, dated July 31, 2007, signed and sealed by Scott
P.E.
of no financial interest, dated July 31, 2007, signed and sealed b. Scott
P.E.
E -1
4 0 � ye/D?
Car M. Utrera, P.E.
Product Control Examiner
NOA No 07-0807.14
Expiration Date: September 20, 2012
Approval Date: September 20, 2007
•
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CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HDG. HDGL
CLOPAY MODELS H400. H401. H300. (1301. H310
HOLMES MODELS 68. 67 68
2' x 3' x 0. 038' MIN GALVANIZED STEEL BACKER PLATES ATTACHED TO
•DOOR SKI! WITH PATENTED 708 -L -LOC SYSTEM (NOT VISIBLE FROM
OUTSIDE). REINFORCEMENT PLATES ARE LOCATED AT THE TOP AND BOTTOM
OF EACH SECTION AT EACH HINGE LOCATION.
A OPTIONAL/ ONE ROW OF 001911 E581N41
QAAHO W ENTER TOP SECTION (SHOWN)
DB NEXT- 10-114E -TOP SECTION 001
MAX. OtAZDNO 5120 B 16 -1 1111
SAM IS 040011IO4 11M.M OE LWN
51224321 AN APPROVED CC2ASSOC N.
ACCORDANCE 0014 40 /i6C 2808.
SEE SECTION 0 -0 FOR ASSEMBLY DUALS.
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MA20602114; 9.-0"
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4 1)x5/8' SHEET METAL
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4) 1/4'x.7/4' Si r
POSITION (BOTH SIDES): SEE
OF 0004 LOCK FOR OETNIA
TABLE 1
DOOR HEIGHT
9'0' 70 7'Q
7'6 TO 89
NUMBER
OF
SECTIONS.
4
9Y)' TO 101'
109" TO 1212"
• 2741212 0.a COWS r as m• op..
814E
SLOE DOLT
1O otovas
D
smE
oF
1.4_126._1261J12028 MN 1R r6. INTMO '0IA111 411401
V1 1 'C"
MEW '8"
VIEW °B"
JAMB CONFIGURATION
226 WOOD .4808
Akdi gOVAL4
►•!411U
12 0A GA14. STEEL
TRACK BRACKET
FASTENED TO / WOOD .14112
WITH ONE WOOD LAD SCREW I/2
BRACKET..
2" GALA. STEEL TRACK
FASTENED TO TRACK
BRACKETS. EACH BRACKET
ATTACHED WITH ONE
1 /4'85 /8" BOLT Al NUT 00
TWO 1/4' RIVETS.
£SECTION B -Q
EW.b
INSTALLER
MOOD.
RETAIL
MOUE.
DESCRIPTION
4300. 8300
4400, HAD
HOG 88
N/A
27 00. MEN. EXTERIOR SKIN; SNORT RAISED PANEL
24 04. MN. EXTERIOR SKIN; SHORT RAISED PANEL
4401. 14401
N/A
24 04. MIN. EXIENOR SKINT FLUSH PANEL
4301. 14301
88
27 GA, MIN. EXTERIOR. SKIN; FLUSH PANEL
4310, H310
4061. 67
27 CA MN. EXTERIOR SKIN; WIDE RASED PANEL
SECTION A -A
2" 1H1KT-TI
27 M (DOHS" 19O.)
E0TERTDR 8106. 901 (Hal
04U1
MOMS MALTY) 0140
0-40 MN. 011.0. BAKED -ON
110LYE91E8 PAMIED RID
COAT APPLIED TD BOTH
00E5 07 SHED. 0071
GROOVE JbMS.
STOP 90U10710 BY DOOR INSTALLER (TO SUS).
18 GA GALVANIZED STEEL END STILE (ATTACHED WITH ONE
FACTORY INSTALLED 03 -18 x 1/2" WAFER -HEAD SCREW AND
•FURTHER SECURED UPON INSTALLATION W1T14 HINGE SCREWS.
664 18 00. TAM STEEL VIER. MOE
FASTENED 10 040006 5811 /MCKER PURE WITH
(4) 114x0/5' SHEET METAL SCREWS.
7/18` BOUND WSHINF IS 0.5161LED ON EACH ROLLER SHAFT.
14 GA GAM STEEL END 18L'OE FASTENED 70 END SIXES 4/(4) EACH
91448/8' SHEET METAL !CREWS N (4) 1/411 SELF TAPPPM SCREWS.
2" 10 BALL STEEL ROLLER (1 -3 /1887 /18`84') WITH
STEEL OR NYDN TIRE
SILICONE FACED CIASEL SEPARATES
MCA MID SACK SKIN OF DOOR.
1 1A8" 00 11151. 11 11 DEMO AN4OTANON IVATAATED ENE DOEMOR
D8010R1M SOTS. DNA
8H8NIAAC1RED Bt PREI.ND
1ND4BQIES. INC. OR MOON
(2) 12 GA UAW. 01EEL 10P
ROLLER RRACKE5 (2 -1/2"
0 -3/8'). MAT 600117
ATOZIEg W e 81445/8" SHEET
METAL
44 OA 014. MILER HINGE
EACH 1DN0E FASTENED TO END
SOLES OH (4) 914x5/6'
SHEET MEIN. AND (4)
1/483/4' SELF WPM
SCREWS. SEE VIEW '41
3" TALL 6 20 CA CJG.V. STEEL
U -BAR. TWO U -BARS PER
SECTION. EACH U -BAR
ATTACHED WITH 1 /4'x3 /4" SELF
TAPP84. SCREWS. (2) SCREWS
AT EACH END AND DAMMED.
5740 LOCATION.
27 00. (0018' TOO SWAM STEEL
MN MOM WARY) WRN 6-48
EARED-ON POLYESTER PADDIT, TOP A
LMT APPLIED TO 60144 SIDES OF
STEEL SMN
13 W DMA. STEEL SODOM BRACKET,
ArrAcso WISH (2) 9140/6' SHEET .6184.
SCRAM
A119I902 ELTRU90N 4: VINYL WEATHERSTRIP.
TRACK CONFIGURATION 1mlzwaAL INSTALLER D(1 841).
CENTER HAW REQUIRED FOR
ODORS OVER 8' KOHL
YERIKDL 15808 ATTACHED 1D R AO SACHET
WRN (4) 3/8'4/4' CARR4451 BOLT.
13 DA. CNN. STEEL FLAG BRACKET. EACH FASTENED TO
WOOD JAMB WITH (3) 5 /1014- 1/2'80000 180 SCREWS.
YERIMA11RACK ATTACHED N 1LWR0441AL
TIMCK WNH (2) 1 /4•x3 /4• TRACK BO.TS,
2" GALA STEEL TRACK,
TRACK T44C104ESS1 0.080'.
1
3
7 -8-97
VAN
4/IDO2
/31/288
A0000 MAXIMUM RENT ()PORNO now AM nam
86191 84002.4 Am MA
X x07,8 MA At AMA 0.4 T. an AAA
®O.L;L csos42.45 i.L6ia
xEfa14T Y3i1F3iiMeliirT._Y•E'i
QtaSISSIS
011 E)i 031
EllniFr111300dL17••. UT"i•sv
FfQYESIE3►EliIPIE WSiQ71110•211111
5TEE1.
WASHERS
REQUIRED
laS ICriitiK3rrLiD)iF s•r• Siss
❑G]itailt21a110111 d1E111111v
1 /4" x r (1 -1/4" EMBED) RW TAPCON CONCRETE ANCHOR (2 -1/2' ION. EDGE DISTANCE)
' =Sniss ,.sti InZ`i"4i oiFX9r3•
44 FSFOIRVard•s
1" 0.0.
1 0.•
E!r9•Try IMOdsrau)i11:1•E
LCUME E.SL•::r0
%Y.31.0
fiv
d YddiET7i '
00d11E7IRMYAMPISS- 9iE,Alr
fIISY
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RSC"JiF5Y SISTA iLDm110L:riir7iii6P'Y
4
ifliMiiMiSEIFrdIIIDIMIK_F iEISEJSIIIIIill
TT((P..) 2- 1/2112 GA. ON.V. STEEL 75481( BRACKET.
(5) TRACK 6RACKE75 PER � � 10 10' MCI�).
(6)) TRACK BRACKETS PER WS (GP 10 12' HON).
Plaidx
1200 /.r o
NOM .. - /7.17
MOON()
DNS
BY V.24 P
PREPARATION OF JAMBS BY OTHERS
REEL THE DE5404 07 THE SUPPORTIN0 STRUCTURAL ELEMENTS SHALT.
00 THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
WRONG OR STRUCTURE AND N ACCORDANCE WITH CURRENT 8UILONG
CODES FOR THE LOADS LISTED ON THIS DRAWING.
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1.8 1 114E 10A0 FROM THE DOOR 1$ TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 288
VERTICAL 0111 GRADE 92 OR BETTER) JAMBS. NO 1080 FROM THE DOOR S TRANSFERRED TO THE
HORIZONTAL (TOP) JAMB.
2. ALL JAMS FASTENERS MAY BE (8117 ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROWS A FLUSH
MOUNTING SURFACE.
3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS so/ USED N THE CALCULATION OF ALLOWABLE 9.0AD5 FOR
ANCHORS ANO FASTENERS FOR STEEL, CONCRETE AND MASONRY.
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED 50153 BY NOT LESS TITAN (3) 20 PRESSURE TREATED 5YP
(GRADE 92 OR BETTER) W000 STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER
040:05 N BENDING (1). STUD WALLS 1O BE CONTINUOUS FROM 1001440 TO TIE BEAMS.
BLOCK WALL OR CONCRETE
248 5YP (GRADE 92 OR 13E71ER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR
CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILED WITH CONCRETE AND REINFORCED WITH REINFORCING
BARS EXTENDING INTO 184E FOOTING AND INTO 1E BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE
BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO 80
DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD.
(HORIZONTAL � MP) JA )B
FASTENER
TYPE
288 VERTICAL JAMB
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
C TO BE USED FOR 4118040IEM OF TRACK 8041100/5
BUILD= TYPE
MAXLMUM •
ON CENTER
DISTANCE
BETWEEN
FASTENERS
5TEE1.
WASHERS
REQUIRED
C -4° 64ACK (HOLLOW CR
•
• 7To 's..8" ;L�VaaLLilnY4
• CI..L ISFS *:CsMIfrkiNIMMEnt
11
1 /4" x r (1 -1/4" EMBED) RW TAPCON CONCRETE ANCHOR (2 -1/2' ION. EDGE DISTANCE)
' =Sniss ,.sti InZ`i"4i oiFX9r3•
10 -1/2'
24
1" 0.0.
1 0.•
os most 2W..F•Ti=a.^'JP-i• 2 EDGE DISTANCE
MITI yM ZW 803111 x.T/2 aytRd..('31WaiT 37...,1.9 �•!r~I /T! •a
24
,... AI
TWO • "X"MAUI
x ®AO- C115JI"'M MLIF IWIE•`D:•F -1 TIT401. 4
4
INCLUD0J
• - FAST ANCHOR/SCREW START= FW04 IMAM AT NO MORE THAN HALT OF MA2RWM ON CENTER DISTANCE.
HIGHEST ANCHOR /505)7 INSTALLED AT LEAST AS KOH AS THE DOOR OPENING HEW.
DESIGN LOADS: +48.0
PSF ,fR
08071 NALTOT4 %// %1
SCOTT HAWLTON. 832
n6R1b0. 0£. Nn GT488
.0 PSF.
r inopay
Building Products
Com • an
CLOPAY DUMP PRODUCTS COMP,
8585 808E BLVD.
MASON. OH 45040
(513) 770 -4800
/A
4'0'8 x 12b'H
®IE6/NOOL, 88/68, 4300/01.
10/07/110, 4400/01. H 605018
mAT
B 101703 4