RC-09-1071 Pent �� 1
`yeaaFs 9 Miami Shores Village , �## T -11 E3 tt A I I struction
10050 N.E. 2nd Avenue
a Door
Miami Shores, FL 3313 8-0000 erm ` Petit t>�S i PRC}Y
Phone: (305)795 -2204
N I 111l4' Expiration: 12128/2009
Project Address - Parcel Number Applicant
117 93 Street 1132060133010 i=
Miami Shores, FL 33138 Block: Lot: BENNETT KENNEDY
Owner Information A ddress Phone Cell
BENNETT KENNEDY 117 NE 93 ST
p MIAMI SHORES FL 33138 -2817
Contractor(s) Phone Cell Phone
RITE WAY GARAGE DOOR CORP (305)547 -2113 Valuation: $ 1,000.00
i9
Total Sq Feet: 112
Approved: In Review For Inspections please call:
Comments: (306)762 -4949
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 $oso RC -7 -09 -35249 $ 119.55 $ 50.00
Education Surcharge $0.20
......._..........
Permit Fee - Additions/Alterations $110.00 RC -7 -09 -35249 $ 119.55 $ 119.55 $ 0.00
Scanning Fee $6.00 Check #: 334
Submittal Fee $50.00
Submittal Reversal Fee ($50.00)
Technology Fee $2.75
Total: $119.55
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.
July 08, 2009
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
July 08, 2009 1
M (C' M �c 'VMJ
Miami Shores Village I JU4 2 5 2009
Building Department BY
>0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 (�'� 0-�
BUILDING Permit No.
PERMIT ��
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building Roofing I (/
Owner's Name (Fee Simple Titleholder) &I N e -6 le Aj �j Phone # 36 7 [�
Owner's Address // 7 l j
City / /1� I S Y[ Q ( M ate C—. Zip
Tenant/Lessee Name / Phone #
Job Address (where the work is being done) l Aj 3 e4 `� s T
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name R,i INS C`) QrC cl-f Wo ' ( CMP Phone #
Contractor's Address l r &I UA
City m 1 Stat I Zip 2)8eq
Qualifier Name Phone # 366 5S/7W /3
State Certificate or Registra 'on No. Certificate of Competency No. ®Q
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ (D Square / Linear Footage Of Work: ( �
Type of Work: Addition ❑Alteration ❑New Re air/Re lace
p p ❑Demolition
Describe Work: -,e 7 ,3 ,a®/y
r�N 2 5 PA
ubmittal Fee $ Permit Fee $ As- CCF $ + nn CtA7CC -'—
Notary $ Training/Education Fee $ Technology Fee $ a is
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side -�
Nk.�nll
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 after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspectio fee will be charged. i
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this il— The foregoing instrument was acknowledged before me this] -D-
day of , 200, by byr1o' h K-e nrreW day of AU rU 20 (d� by 9091
who is personally known to me or who has produced W VX f Zs who is personally known to me or who nas produced sn ruz
(.._ i U V1 st As identification and who did take an oath. ( •1 ( Ajo &f as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: 4 YMU K CA376J 0 Sign:
aw h
K CAM=
L
WCOMMMMIDDOM Dp�IN %=#DD8=
Print: •Q 1 1 EXPIRES September2B,2012 Print:
My Commission Expires: S My Commission Expi LA
APPLICATION APPROVED BY: Ae rw r 5?7 Plans Examiner
Engineer
Zoning
(Revised 07/10/07)
f
STRUCTUR S OLUTIONS, P.A. Project No.: 09 -002
5921 -G West Friendly Avenue Date: 6/19/2009
Greensboro, North Carolina 27410
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7 -05,
Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters
listed below.
Building Address: 117 NE 93 St
Miami Shores, FL 33138
Garage Door Width: 16 ft ¢ e
Garage Door Height: 7 ft ° n
o �i
Basic Wind Speed: 146 mph
Exposure: C _° Z `r
'
Mean Roof Height: 13.5 ft Q +,
Minimum Building Width: 58 ft W J
Distance from building comer to edge of garage door opening: 1.75 ft I
Roof Slope: >10 degrees
IL
- � z
o D
Positive Design Pressure = 39.2 psf ° 0 0 0
Negative Design Pressure = -44.1 psf Y + C, t � o <
1 W w
CO Q
Design Assumptions:
The building is considered "Enclosed" as defined in ASCE 7 -05
The Importance Factor and Topographic Factor for the building are both 1.00.
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting
structure. These calculations merely determine the Design Wind Pressures for the given garage door size
and building geometry. The Building Official has final authority to determine the suitability of the actual
conditions where the garage door is located.
This document is only to be used in conjuction with Amarr Garage Doors
(774
Thomas L. Shelmerdine, PE
STRUCTURAL SOLUTIONS, P.A.
Florida PE# 48579
J:\2009 Projects\09 -002 Amarr 2009 Retrofit Letters \117 NE 93 St Miami Shores FL 33138 \Garage Door Pressure CalculatorAs
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MIAMNDADE MIAMI -DARE COUNTY, FLORIDA
® METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107
PRODUCT CONTROL DIVISION MIAAG, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA) www.bufldingcodeonline.com
Amarr Garage Doors.
165 Carriage Court
Winston- Salem, N.C. 27105
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 High Velocity
Hurricane Zone of the Florida Building Code.
DESCRIPTION: Model 1200 -D WeatherGuard Plus with Dura5afe.
APPROVAL DOCUMENT: Drawing No.SFC- 590 -010, Sheets 1 of 1, titled "Model #1200 -D WeatherGuard
Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05/21/07, prepared by
Amarr Garage Doors. Signed and sealed by Thomas L. Shehnerdine, PE. Bearing the Miami -Dade County Product
Control Renewal stamp with the NOA number and approval date by the Miami Dade County Product Control
Division.
MmILE IMPACT RATING: Large & Small Missile.
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.
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 renews NOA No. 02- 0115.09 and consists of this page 1, evidence page E -1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 07- 0425.03
Expiration Date: May 16, 2012
Approval Date: June 14, 2007
Page 1
Amarr Garaee Doors.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS:
1. Drawing No.SFC- 590 -010, Sheets 1 of 1, titled "Model #1200 -D WeatherGuard Plus
w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26101, last revision
05/21 /07, prepared by Amarr Garage Doors signed and sealed by Thomas L.
Shelmerdine, P.E.
B. TESTS: (submitted under NOA # 02- 0115.09)
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test for 9' x 7' and 16'x 7' sectional steel garage doors,
prepared by American Test Lab of South Florida, report # 0709.01 -01, dated
08/23/01, Oigned and sealed by W. R. Mehner, PE. And H. Hattem, PE.
2. Test report on Evaluation of painted panels per ASTM D1654 & B117, prepared
by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat,
PE.
C. CALCULATIONS:
1. Calculations prepared by Structural Solutions, P.A., project 01 -0359, dated
04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E.
D. STATEMENTS: (submitted under NOA # 02- 0115.09)
1. Code compliance letter issued by Structural Solutions, PA., on 02/13/02, signed
and sealed by T. L. Shelmerdine, PE.
2. No financial interest letter issued by Structural Solutions PA, on 10 /O1J01, signed
and sealed by T. L. Shelmerdine, PE.
3. Protocol compliance letter issued by American Test Lab of South Florida on
08/30/01, signed and sealed by W. R. Mehner & H. Hattem.
E. MATERIAL CERTIFICATION: (submitted under NOA # 02- 0115.09)
1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A,B &C, prepared by
Q. C. Metallurgical, Inc., report # 1GM -1038 dated 08/02101, signed and sealed
By F. Grate, PE.
F. OTHERS:
1. Renewal Request Letter issued by Amarr Garage Doors, dated 05115107, signed
by Danny L. Joyner, Manager of Applications Engineering.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 07- 0425.03
Explratlon Date: May 16, 2012
Approval Date: June 14,2W7
E -1
IBGA LL��
ATTACHED W/ GO WEE& ➢URASAFE 2x 3 GA FLAG BRACKET ATTACHED TO VIDEO JAMB
13 GA GALV. CBIBSRCIAL BELT 6 NUT PER T CENTER NNW ATTACHED 1 V/ CD S/16 DIA. x I-S/8' LAG BELTS AND TO
ABLE Y7 (4) V4' x 3/4• 3,1 x S 1/2'H x 18 G0. C!' TRACK V/ (4) L/4--W TRACK SPLICE BELTS AND NUTS
TOP ROLLER 20 GA GALV. STEEL SECTION STRA+PLATE HEX HEAD SCREW R- 1T81SS) GALV. STEEL R -TRUSS
LOCATED AT EA. CENTER HINGE ATTACHED Y/ a, v4' x 3/4'
ATTATTACHED V! 7a 0 SIDED TAPE HEX NEAR SCREWS AT EACH END
1B • SEC. = W x ED 1/2' 24 GA. MEN EXTERIOR SKIN STILE AND (P) v4• 3/4• HEX
ATTACHED V/ (4) L4' x PI' SEC. 1' x 13 VIP WITH G-40 GALV. 6 DAI® HEAD SCREWS AT CAM SEC.
3/ {• HIM HEAD SCREWS
ON POLYESTER TOP CDA STRAP
PER BRACKET /16. 8mT RETAINER
5Ar x 3 Ur x 1DGA BACKER SPLI E TRACKS AT THIS LOCATION
LOCATED SEHIND EA. W/ (al i /4' -20 TRACK SPLICE ROVER TS 3 )0.1TS
TYPICAL TOP FIXTURES $ NTER HV46E LA AV .A WIN (3) 0110' DIA. x 1 -0 /0'
N.T.S. l
TYPICAL DURASAFE CENTER HINGE (1) s/1B' CA x 1
N.TS A 2 A T EA. JAW SET
Aa
1
12 CA CALV. ES STEEL
ArEA BEACONS
ATTACHED % (1l 1/&NUT 4' -20
2. ( TRACK SPU T 4• x 1 7/8' x 14 GA
KAI 0'0'
OR (2) RIVEIS STEEL PLATE
INTERIOR SKIN
1 cr
7 INSTALLED AT THE
TOP O• EACH Oo
ENDSTB.E ON THE
INSIDE USING (4)
L8' RIVETS
1� 4
r -L� o
Or TRACK CONFIIDIRAHIXN FOR 8'B' LIP TO 8' TALL DOO TYPICAL DOUBLER PLATE w. 1
N.LS TB. 5
1 4 � I _ A JAMB BRACKET LOCATIONS M �� 1 Q AWGE
A B C D E F G H S
LIFT EXPANDED EXPANDED ' -6• 3• 14 24 35 43' S3 65• 70•
TION MAX 16
1 LB DENSITY 7'
DENS 3 46. = ®
56' 76'
SECTION HEIGHT SECTION HEIGHT 8-373, U4U7 7' -6' 3' It' 24 35 43 S3' 65 75' B2 4 1
INSIDE ELEVATION e' -D 3• t4 2. IX ---- -CONIT. MIR EXTRUSION 46 56 68 78 6rj 44eoLei�F'r PU INX "3
IIYE PRESaRE
-R-TRUSS SPACING N.T.S. R -TRUSS SPASPACING SPACING V/ VINYL ASTRAGAL � 4 mmuw PINE
12 Ga MIRASAFE BBRS HOTTa1 BRACXET 8 'rZ 3 %'C" ICY DESWO OF KOM ATE
END 11INCd ATTACHED m QV 12 GA FLAT LEAF HINGES .078' THICK
W/ (m 1,14- x 374• PER SIDE ATTACHED VITH (3) vices va• x 3/a• $ zyi au2c A UPa4k W MIS ATDfl0D21R TD SACK SACK 4/1fW SE
HEX HEAD SCREWS m 1/4' x 314' HEX HEAD SORE JIBS. BRACKET SCREVS
DER A
g 8 1D DATE R}8�105 S(11/O7 PoG
�$ SECTION A —A (SIDE VIEW) SPE�cA1as IH9.. fwktal�
NY ° TRACK ON BOTH SIDES S/e• MEN e
/1 Op, K7.3 D1Yb
B/LT 7 RETADNEI a Et NT CONFORMING TO SFHC 8 T THE tR AG( DNDp{1E L m mv To THE ca. iAtOS MAX SIZE
( .
3603 -8 (SNAP LATCH, OR SECURE D THE Hea2WTAL JIM W REAM RECEIVES NO PWOQY OF IHE LOAD
(2) 1 {GA DURASAFE LICK TH
IRMSFEr1ED FROM E COOL 16' x 8'
MILLER C ( RS ATTACHED D AMN 1 JAKBS WU91UY OEM LOADS (F$
VI (4) va• x 3/4' +388.0 to Q -HOLD
HEX HEAD SCREWS PER CARRIER TD BALL STEEL
ROLLER V/e' STEM AND NSGIED TIx a COWS ALO xA STAKDAQDS AS tsar BE DEe SBT FOR TH NANOFAOOiE
BY V DESIGN LOAD
TYPICAL DURASAFE END HINGE Sl a WON SECTINIS SHALL W 27 GA ( .N � % WEREOR AND z4 aA AZ IW. +46.0 PSF
OOIe✓'$R RO ILED FOIORD. 0-0 eALYANlA71e( W/ EENO ENO ON L�.TtatEN fmsL -56.0 PSF
N.T.S. 3 TYPICAL BTM HKT V/ FLAT LEAF HINGE �1 S. PER E SECTION
a. (4) S AS SOW
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S IL- I UP1y 0'0' MOLT OF (81 SECIIWS A9 SIOII.
( BY NSTALLERI EO GA. GALV. STEEEL CREW ED PER RIIlg PER SECTION
JAMB mNACKEr Nt40D JAMB ATTACHMENT TO STRUCTURE E
7. Aare aWwTUR.N. analHls sKaLL c DtsmED _
EFID STLE ATTACHED LN A RC•NS112FD LARGE 1AI55I
PRt�OFAI FINIISIIi ME x0N IDADS IMPACT
9/B' x 4 3/8'
Z TO PANEL (E7 LANCES RATED FOR 100 1@H PEAK OUBf 030 MPH FA41kSF -NIIE Dil9C 1�PEID9) pml(:A7ED W 7tOg ORA7lBD N AWIDW 1D OTHER IOMQffi4. RESISTANCE ~,
3 3/4' MIN. x
S 1 BACKER PLATES WT TiLE a A�SIN ES30 -20 AND
To mom FRAME smenm FIND 21104 PROTOCALS 101. 102. 204 WED LOAD DESIGN
x 3 l7E• x EBEA SACKER 8/18 i S LAO SCREIB BTARINO B' FaNi am 7}R)1 I8' QQ (1 1/4 ONFDIENn 11E X00 THE OAASE(68 IEEE CALQAAIID
PLATE LOCATED HEHDID EA, _ _ _ .�Mk2rr
CENTER HINGE FSLB KM1 BOLT 3/d % d NTARIOB If FROe FXDB 11101 ZP OA CZ t/Y OWEW01n 8, 115 CAN BE D&JST WAI IM 58 FEET OF SXXNB WIDTH
HLO NFE1E N OWN 3/a' X 2-3/4' STARWO Y FROM ENDS T T8 0.0. D 1/4' 4VaW Tiff EWE SHOP. RED ja EI®FOIENTI C. 28' MEAN ROOF HMO AT ANY SLOPE
(IRO -801.3) 3!0" x e SVMDM 8' RICK ENDS THEN TB' QC. (2 D. WYNTAI� FACTOR lF 1,05 E EXPOS RAM C 10 CARRIAGE CWRT YDNSiCN- SALiDy NC 27105 YWANARR.COI
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ImD WING ANCHOR 3 2-3 4' SFARIEO W RUN ENDS TIQI tY ac 1 CWS USED TO MUM ODUR PANEIB LAM THIS KDOM OF ADE TA1SE
TRACK TR S1ID. Fact /e' X / h / C A MOMIU I OF 2 SPMMD12 SHALL BE OUT FROM EACH COL An MOM MOM TIDIED A To ASIA E-S W A GAME CUM APPWJED TAB ShOIt PeIIel, I.O g Panel, end Flush P8IIe1
T14COE_SS .LT83'
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h20 x S /8'TRAQ( exNNT. YFRIICAL .SNOB 2%8 F (r APARn AT ICE' LLC(1 T /<' EAeE011EKn YEAR THE YRi6ACRE81t BWL KRL 1D T108 DEERE: A ODW a DE up SIZE MUM BY WI DATE mt..,w mum mm
ORTS SOH WF69061 m THAT THE SPEMIENS WERE serum Rm
sTa ACE BELT awn NW TRACK MOUN TINDETAIL ( OR BETIOI " A0$ AM [DIETS CAN BE CO NVE�B( TO PRWW A Ewa' MMIUM ar6ALL s REP romLr L aaa VCS TwD oed YmMINDWH B Dm BT Da SFC 590 - 010
'PRFPARATIW OF YAW MW BY MM W 32,000 PA OR HOPE SHALL ® BE 1 TO MOM OWN PANGS FDR DAME
N.TS W W3) TAVOER THIS MONDE W ACCEPaNCG WKM NMI SIDE PE Lr k $W 1 OF I
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 117850 Permit Number: RC -6 -09 -1071
Scheduled Inspection Date: July 16, 2009 Permit Type: Residential Construction
Inspector. Bruhn, Norman
Inspection Type: Final
Owner: KENNEDY, BENNETT Work Classification: Garage Door
Job Address: 117 NE 93 Street
Miami Shores, FL 33138- Phone Number
Project: <NONE> Parcel Number 113206013301
Contractor: RITE WAY GARAGE DOOR CORP Phone: (305)547 -2113
Building Department Comments
REPLACE A 16'X 7' GARAGE DOOR
Inspector Comments
Passed gA 4
Failed
Correction
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
July 15, 2009 For Inspections please call: (305)762,4949 Page 9 of 19