RC-09-1200 : : >:::::::::<:::: >:::: >:::: >::::
Miami Shores Village ................... ;:.<::«:�`' : �t;>��`t.## •: f�11E:;:::.:
r
10050 N.E.2nd Aven
Miami Shores,
: :::::: :.......
FL 33138 -0000 �::< �:::: �....:::>::>::>:: s::;::»::>::: ::::: >::;:: >::;:: >::::.......:• ::. : -•::• •:,. >- ..
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Phone:
305 795-
. e 2204
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Project Address Parcel Number Applicant
65 96 Street 1131010330560
Miami Shores, FL 33150 Block: Lot: PEARL MOORE
'a
Owner Information Address Phone Cell
PEARL MOORE 65 NW 95 ST
b:.
MIAMI SHORES FL 33150 -1709
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Contractor(s) Phone Cell Phone Valuation: rr $ 1,840.44
ADCO OVERHEAD GARAGE DOOR IN
................. ............................... >.
................................ ............................... :Total Sq Feet: 56 •:.
Approved: In Review For Inspections please call:
Comments: (306)7624949
Date Approved:: In Review Available Inspections:
Date Denied: Inspection Type:
Type of Construction: GARAGE DOOR Occupancy: Single Family Final
Stories: Exterior:
Front Setback: Rear Setback:
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted; Certificate Status:
Certificate Date: Additional Info:
Bond Return : Classification: Residential
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $1.20 RC -7-09 -35414 $ 120.35 $ 50.00
Education Surcharge $0.40 '::=
Permit Fee - Additions/Alterations $110.00 RC - 7 - 09 - 35414 $ 120.35 $ 120.35 $ 0.00
Scanning Fee $6•00
Submittal Fee $50,00
Submittal Reversal Fee ($50,00)
Technology Fee $2,75
Total• $120.35
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 �::ontractor to do the work stated.
_ ___ August 13, 2009
Authorized Signature: Owner t Applicant I �:O,.Tractor Agent Date
Building Department Cop
August 13, 2009
M� 91,
Miami Shores Village
Buildin g Department artment jul 1 2009
10;054 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 BY: ® ®� ®�•
®®
BUILDING Permit No. INU
PERMIT APPLICATION Master Permit No.
FBC
f Permit Type (circle): Building Roofing ` G�
Owner's Name (Fee Simple Titleholder) Xft64 e # (.'-° 06
Owner's Address
Cit �-lDll fate /r Zip 1 S7
Tenant/Lessee Name Phone #
Job Address (where the work is being done) '
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building. Historically Designated YES NO
Contractor's Company Name
Contractor's Address
City l `� State F'�_ Zip
Qualifier Name t Phone
State Certificate or Registration No. Certificate of Competency No.
ArchitecVEngineer's Name (if applicable) Phone #
Value of Work For this Permit $ Square/ Linear Footage Of Work:
Type of Work: nA 'on [JAlterati FlNew { Re air/Replace ❑ Demolition
Describe Work:
Submittal Fee $ 5 Permit Fee $ A!.- CCF $ O
$ TrainingtEducation Fee $ Technology Fee $ c
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ ,'Total Fee Now Due $ • t�
See Reverse side —�
Bonding Company's Name (if applicable)
Bonding Company's Address
City State zip
Mortgage Lender's Name (i€ 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! Mation 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 persoon
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-ferwill be charged.
Signature Signat
Owne Agent 1/ ®® 1 0 73 3 8 ntractor
The foregoing instrument was acknowledged before me The foregoing instrument was ackno tedg before me thi
t'� q
day o WZS�} - , 20 ! , by '9O-V- day of 9 q--, 20 ® `, by
who is p ersonally k nown to me or who as produced. . who is personally known to me or who has produced
As identification and who did Zke as identification and who did t�
NOT L1C ST Q'1A NOTARY PiJaLIC.STATA
NOTARY PUBLIC: '••ti Hamberto Fern NOTARY PUBLIC: ,.'� "h'. A. G alano
Commission # D61850 r on #DD811516
' • ) xpirec W. 03, 2010 ices• UG. 04, 2042
Si $0 VACI,I�*tCI�1199�o,�tC, Sign:
Print: Print: '
My Commission Expires: My Commission Expires:
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
(Revised 07110107)
JUL 17 2009
PIT }-1
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
---4 -� �. BLDG DEPT
1�
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
l V) (o�L
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Florida Building Code Garage Door Windload Design Pressures Report # DPR- 090706 -B -01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engineers, SEI/ASCE 7 -05), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity for Miami -Dade County.
Address: Mary Moore Pearl q v Le
65 NW 95 St. 5 G ® 20��
Miami Shores, FL 33150, Miami -Dade County � 0 5
Garage Opening Size: 8'0" x 7'0" BY•
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 39' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 2'0"
Positive Design Load: +41.3 PSF Negative Design Load: -46.8 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 84A/94W8 (solid), 8'0" x 7'0 ", Approval # 05- 0316.01, Dwg # 103287, Windload Capacity: +54/ -62 PSF.
The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of the supporting members. The building
official is the final determiner of the suitability of the garage door connections for the particular building or home at the
designated location. The "structural interface" of the designated door is the existing door jamb. The structural
capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a
certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject
door, and details for installation are provided on the certified, approved drawing, as listed above.
colt Miltdin, 1 .
P. E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
7/29/2009
,
MIAMI -DADE
s NIIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) wwwamiamidade.gov/buldinticode
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: Single -Car Steel Pan Garage Door with Impact Lites
APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated
10/23/06, with last revision dated 11/14/07, 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 Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's 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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under
this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to
ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a
year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimen were
selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only
coils with yield strength of 30,600 psi or more shall be used to make door panels for Dade County under this Notice of
Acceptance
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 4tatlWone
in its entirety. • • • "' •' • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer oA &stn"butff 3n$ •
shall be available for inspection at the job site at the request of the Building Official. so*:** " ' • • • •
This NOA revises NOA # 06- 1107.02 and consists of this page 1,'evidence page E -1, Vdll as a:000:0 pprd val • • • •
document mentioned above. • • • • • • .....
The submitted documentation was reviewed by Carlos M. Utrera, P.E. "" • ..;..'
• . •
.. •• .. •.••.•
..0 aNQA No 07- 14.20.06 '.
° '• Expiration Date: l�ebraar7 91PI012 • • • • • •
r,..- 1 �rD Approval Date: Janaarp3,•2008 ;....:
• . • •
.. � • �sge 1
••.•
o
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated
10/23106, with last revision dated 11/14/07, sheet 1 of 1, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus, per ASTM G 155,
Test Report No. HETI- 06 -A002, prepared by Hurricane Engineering and Testing, Inc,
dated 11/08/06, signed and sealed by Rafael E. Droz -Seda, P.E.
2. Tensile Test on GE Lexan SIM432T, per ASTM D 638 and ASTM E 8, Test Reports No.
BETI- 06 -T566 and HETI406-T634, prepared by Hurricane Engineering and Testing, Inc.,
dated 07114/06 and 11/08/06, signed and sealed by Rafael E. Droz -Sella, P.E.
3. Test report on Self - Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 635) and
Smoke Density (ASTM D 2843), Test Report No. ETC -06- 102417496.0, dated 05/26/06,
signed and sealed by Joseph L. Doldan, P.E.
(Evidence Submitted under NOA # 06-1107.02)
4. 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 Loading per FBC, TAS 203
along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door,
Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01 -07,
dated 11/05/07, signed and sealed by David W. Johnson, P.E.
C. CALCULATIONS
1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/06,
signed and sealed by Scott Hamiton, P.E.
(Evidence Submitted under NOA # 041107.02)
D. MATERIAL CERTIFICATIONS
1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI- 06 -T596,
T597 and T598, dated 08/24/06, signed by Rafael E. Droz -Seda, P.E.
2. Salt Spray Exposure Test Report No. 30160 -04- 63365, prepared by Stork Twin City
Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E.
E. STATEMENTS
1. Code Compliance letter issued by Clopay Building Products Company, dated 12113/06, signed
and sealed by Scott Hamilton, P.E.
2. No interest letter issued by Clopay Building Products Company, dated 10/26/06, sand
sealed by Scott Hamilton, P.E. . • . "" • • • , •
(Evidence Submitted under NOA # 061107.02) • • ' • • • •
..CWes M.Htr+ ra,I'.E. ••••
poltct.Control Exanjn ....
• •
•
...,11TQA No (V7- 120.06 • .
Explrafion Data: Itebruary- 2),912 *
Approval Dabs: Janu&y3,-2008 :.004:
E-1 '•.� i • •• • •
••••
4 3 2 1
( OPAY MODELS 84A, 94, 98, H94
IDEAL MODELS 4RST. H4ST, 4F END SINES ATTACHED TO DOOR SIGN WITH PATENTED TOO -L -LTC SYSTEM. END SOLES 0 D 10 'RELEASE
NAVE (2) MIT -L -LOC CLINCHES AT TO' AMID (a) AT BOTmM. ALONG THE FRONT FACE ACTION 8=B 1 01102/12/07 JUXTIFURPOSE HIGH BOND WAS VHS; FACADE S OPTIONAL
HOLMES MODELS 48 . 21• sEC11ONS HAVE (s) TOG -L -UX OwCHES;A . 02 11/14 07 � WM /SCREWS FROM END SITE "OEDMIL 18' SECTIONS HAVE 4) TOG -L -LOC CLMRChtE4
TRACK CONFIGURATION HOR TRACK SUPPORT
Bf DOOR INSTALLER (TO SUIT).
(1) DRERM T G-L BETWEEN EACH EMBOSS. �`� M W TAPE FOR LNR OPB ZONTAL
ATTAACHED WITH TOG-L -LOC [(2) AT 70P do BO7TWR]
URETHANE ADHESJYE (ALOCi CENTER} OPTIONAL DECORATIVE r• ODCIXAIWE
1'1 A SVN' -RI HBFRL FRAME FACADE D
L!
ONE ROW OF °IMCF- RES6TMR DAZING IN rom ( OE SiRW L METRICAL TRItx ATTACHED m FIAO eRPIXEi
M P O 9 p
SLT.7DN DICK SIfQRN).� NEXT-YO-THE-TOP j ' TRIM (f) 5/8'7'3/4 "'"A" —T. p g f/ MAIL O IS SK>E S 18 -1 11'. -F , T3 QA TMW. SEEL FUO BRACxE'L FAUN FAWbRED m
O 1°W CLAM ZI G SIM IS CE lD4W 311O0.Ta1; 0388
IAWNC /AiPPPROVED CC2 MS(C IN AC�ROANCE VDH WOOD JARS WIN (3) S/R8
'zt -1/2' WOOD VO SCREWS.
1- SE°DON S-W FOR AMY DETAILS. DOOR
• I TILPACf RESS7ANT •�� VERnm TRACK A1TA2WD m NORMAN. THaGHT - V 1 s
MOIDED BE
TRACK WITH (2) T /Pz3/P TRACK BOLTS. i - -
A RAAME & ( FRONT
GAZING.
_0 -
SEE DDERYED, HO(GE 8-0 1 0 fib
( DETAIL POLVSTOtDE REIADR B'-8 94' 34 82
FASTENED m FRAME WRX 2 OAV. STEER. TRACK. 9 - 1 3 -1 10
SEE END Hu "m DETAIN.. M z 3 {" PAN HEAD R - _
[8p7H � 1• TRACK 7HIGKNE55: 0.OBD -0 112 1 SB !p
LOM UMVF FAIN LOCK( M xa 1W. a- T/2•xTa fA dYY. 2 -0 38 1 :.
_ TABLE 1 TOED, iRAGt ewAexer.
C L. K 484W O N
WOOD. TEKnM RASED HAD. oMV. H ER STALES N ER
( � HEST 8 DOOR RETORT SECTIONS+ ' PREPARATION OF JAMBS BY OTHERS C
{F - I *O=RAw QALV. IIIIER. T— N9JE: 11E tTESKW OF THE SvPPORTWC STRUCTURAL lOE1RE1Ni5 51Rau.
LOCATION OF A 8• m 89 W 'x2 BE THE OF TFE 7 OF RECORD FOR THE
°P ° 0N^'• MAX. DOOR WIDTH = W -o•
SEC T IO N A -A 1 S To 1 . CODES FORS LISTED oN THTS OWINGWRH CURRENT' BURDPIG
• McAM, +xA LR,Na ,e• a Ar IMN
INSIDE ELEVATION 24 GA (om3V UK IW9 DDS 1 2- THICK JAMB TO SUPPORTING STRUCTURE ATTACHMENT Hwa¢OIT WVH7
STEEL 1D(fFRIOR SKIN WITH 6 -40 (NO LOAD
GALVANIZING. BAKED-ON PRWER AND
SNAP LATCH ENRAGES CONCRETE AND MASONRY VE Bz OR 9ErTER) JA
MSS SIGN. ta
TOP COAT APPLIED T OO BOTH THE LOAD FROM THE DOOR IS T94 SFMW m THE TRACK AND THEN FROM THE TRACK m THE 2x8 PAWED
oN O LATC END oP STILT
O S. me M. A653). `mot HORRAI.( I ORAR18s . NO LOAD FROM THE DOOR Is TRANSFERRED TO THE kk
UJiER STILE / Me
INTER. SSTILE 2. Al A4M8 FASTENERS MAY BE (BUT ARE PITT REDUCED m 90 COUNTERSUNK m PROVIDE A FLUSH
MOUNTING SURFACE FASTENER
GUIDE END �M �O K 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS = USED IN THE CALCUTATM OF ALLOWABLE LOADS FOR TYPE
OUTSIDE STILE VERTICAL TRACK. ' RO R CACBRPV L O
OUTSIDE Do HANDLE
C STEE T' ANCHORS AMID FASTENERS FOR STEEL, .
ONE LOC ON
KEYED 2 -1/2 z S -3/B7.
Loot BAR EACH � OF WOOD FRAME BUILDINGS
""HOLE �O pppR. W�(4J ¢g1 A � SNO WALLS OF DOW OPENING SHALL BE FRAMED SOLID BY NOT LESS 7NAN (3) 2x8 PRERSURE 77RFATFD SYP VAX at
(yTSmF KEVm LOCK OUTSIDE FETID I= EACH SIDE nnemr °I° T METAL SCREWS. (GRADE 12 OR SERER) WOOD STUDS OF A STRESS (WADE NOT LESS THAN 12OO PSI P104ILVA EKIRF.ME FSER
SNNAP L TCH ILY!M DPTKUi LOCK TKI H O.•KW6 OF ODOR LOCK oP1KW STRESS IN TENONS (FJ. STUD WALLS m BE CONTIGUOUS; FROM Fmm m = MAIM
LOB CK WALL OR CONCRETE
B 14
END HINGE. EACH G .v. STEER. 2ze SYP (CRAVE f2 BLO SERER) WOOD SAABS E FI BE ANCHORED m GR REINFORCED BLOCK iDU1 OR B
FASTENED m END BA Off C NG IN THE WALL CELLS SHALL E FILLED ALL CONCRETE AND O CED F RH R ! ALONG 2UB VERTICAL JAMB
Z -3/4'� & ;UL STR,ES W 4 1493 BARS ET F OND INTO THE FOOTING AND Wm TIE SEAMS. ALL BARS S IL D VrMU
CONCRETE Flame THE TIE
SHEET M /() /S' BEAMS ro FOONIO PER BOCK WALL OR CONCRETE °DLUIRN. BLOCK LOOTS AND CONCRETE COLUMNS m SE
s 1493/8' SHEET METAL SLIP RAP JOINTS. T ETAL DESIGNED BY THE BUR➢WYi ENOFEER OR ARCHITECT OF RECM.
F � I I � �:;t: n ^+'r.;Ct.Ds iaPPLVTt scRkWS.
7 - vz• 7 - 1/2• �"' `''- !'v; "' °T tr;:.TA'r,�EdC$, s TALL x 20 GIN MY. .2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
SIM U -9m TWO U -BARS TO BE USED FOR A11ACHMENT OF TRACK BRACXETSi
` {) 1 a 93/4' SERI , '.:".: i ''Y:,� PER SWnDN. EACH U -SAT
A gg; p";:_q.:: >:K ATTACHED WITH 1 /4 M '
2 TAMING SCREWS (2j ON CENTER
e.., SCREWS AT EACH DO AND BETWEEN STEEL
INTERMED. SOLE LOCATION BUILORY, TYPE FASTENER TYPE FASTENERS
WASHERS
JAMB CONFIGURATION d7 T t C: 1CU� - °R 1/4• x r (1 -1/4• EMI nW TAPDON °OiCREM ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 10-1/2
STOP 11OR.ON6 BY DOOR 13 dL 6A.V. SSiIi. BDTTLRt 4 4 6 1108 2 -1 a 4 1
O'SfALLER (m SOD 1 4 2 -1 a SReP50N - - MIN
BRPCKEf (3 -1/2' : 8-t/2 a t- 7 A -1
• • • • • • • 10 C0. MW. GAM. STEEL END STILL 2- 3/8•x2•. Al1ACIREO MIM (2) /T4 1 2 -1 - 2 -1 /. 2
• • • • • • 20 BA. MIN. GAIN. STEEL. INTERIM. STILE. 2 SHEET Ia7Ai. SCREiY$. . z An y BpT{pR Lpp�
• • • • • W(RESf AND >��WSTINAI.LFR% LEFST AS AS 7R7E7HAN 1WI.F OF N M ON CENTER OSKMICE
ATTACHED CN CENTER SPACING [(8) SCREWS ON 9v DDoR]. a P 'N P•E DESIGN LOADS: +48.0 PSF & –54.0 PSF.
18 OA, CA.V. STEEL @TIER. IRRCE FA47EMED TO CENTER FF
r OALV. STEEL. TRACK FASTENED STIR W/W EACH #14 WW SHV METAL OR ■ TOLERANCES DD = 13 SCALE. PAGE, MAN M2E
BRACKET TRACK WITH O iE 7/1W ROUND ReSHwr S WsrALw OR FACHL ROLLER Slusr. ��® a UHMSe sTOtaE oNar.Lo .°00 = tDIS NG 7 OF T 9'0'SV x 72
1/s z$ /KY 1 iWC) 14 QA °NY. SEEM DO HINGE RASUARD TO END SI4E9 W/(4) EACH 0°00 � tMU% DATE) 10 /� /D 6
• • • • %o RIVETS. • •• 6 11493/8 • SHEET META SINEWS At (4) 1/4• SELF T 904 SCIEMS. De9raoe c t1/2' TESCRIDTM" SINGLE CAR W8 PAN DOOR
• • CLOPAY BUILDING DU DRAWN BY, SH IMPACT RESISTANT UTES
�• • •• • •• ( j��/ STEEL •f UE Building Products B.585 DUKE BLVD. SH R 7
• • • • • SI B 0 NYUON TINE. MASON, OHIO 45040 CHECKED BY.
•• • Comp 513 77O-48W SH B 103547 MO
•• 4 3 2 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 119720 Permit Number: RC -7 -09 -1200
Scheduled Inspection Date: February 04, 2010 Permit Type: Residential Construction
Inspector: Bruhn, Norman
Inspection Type: Final
Owner: MOORE, PEARL Work Classification: Garage Door
Job Address: 65 NW 95 Street
Miami Shores, FL 33150- Phone Number
Parcel Number 113101033056
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR IN
Building Department Comments
REPLACE GARAGE DOOR WITH NEW CODE DOOR 8X7
Inspector Comments
Passe
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 03, 2010 For Inspections please call: (305)762 -4949 Page 1 of 20