WS-12-1774Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 178928 Permit Number: WS -9 -12 -1774
Scheduled Inspection Date: October 22, 2012
Inspector: Bruhn, Norman
Owner: GERHARDT, DAVID & MARY
Job Address: 61 NE 104 Street
Miami Shores, FL
Project: <NONE>
Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number 305 -754 -7805
Parcel Number 1121360120030
Phone: 305 -885 -8088
Building Department Comments
GARAGE DOOR REPLACEMENT
Infractlo Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
/0541--a_
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
October 19, 2012
For Inspections please call: (305)762 -4949
Page 31 of 45
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
FBC 201,c)
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. e2— 1
SEP 252012
Permit Type: BUILDING
JOB ADDRESS: 6l 40" /a .S
ROOFING
City: Miami Shores County: Miami Dade Zip: 33/5 8
Folio/Parcel#: /1 - '2 l 34 - 0/ 2, -002,0
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): ,1' ,rr der /iard - Phone#:
Address: °_ �� '/ /I/� /a4%S'7 O
City: 1.44,» i ..‹.4ar -RS State: PL. zip: 53138'
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: ,Q/0 I` enen rr4 boo,' r' Phone#: 3 o57- 985- a0(98
Address: 15:5- A'uJ q3 ST
City: /dtyvs L. s State: Fe Zip: 3 31 [o so
Qualifier Name: oivfS An rr.ekt .s. Phone#: 305-- a 6s' ='aof 0 g 6
State Certification or Registration #: 000(9 / eZz, 0 Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ etsCa 0 a Square/Linear Footage of Work: (Q 7 Si.
Type of Work: °Addition °Alteration °New Repair/Replace °Demolition
Description of Work: &Qrc..9 e o 01" 9k,e/0 /4c,.e r1^ ,v- •
Color thru tile:
** * ** * ***** ** x********* **** **+ x****** * **Fees****** ** *** ***** * *** x********** ** **** x******
Submittal Fee $
.00 Permit Fee $ fQ oa CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ �0
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 FT.FCTRICAL 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 reinspection fee will be charged
Signature)( /
1-1;a4-11 /9/77 ner or A ent
Contractor
The foregoing instrument was acknowl ged before me this The foregoing instrument was acknowledged before me this
day of - , 20 (Lby dell (0 f'M„ -j4, f day of /c1- , 20 `7by A4-5 /7" --re-,
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did tak
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
JIMMIE RODRIGUEZ
MY COMMISSION #EE041601
eXPIgD November 14, 2014
Wed Theit ty Public Underorriters
r aZ
H 4-I
NO
Si
My Co
JEANETTE RODRIGUEZ
14 MY COMMISSION # EE 041601
EXPIRES: November 14, 2014
s1 a Bonded Thru Noaty Pub f Under/obis
a
e
on Expires: , j -1 V / -1 y
. n+ x+ x* **a: ******* +x****+x+x ************** := t< a: *.xs<s< ******s=s=.x******** ***+x+x*+s********* *****
APPROVED BY L5i Plans Examiner
Structural Review
(Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
ECEIVE
SEP 2 5 2032
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND ' EGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OR 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 and accepted by Miami -Dade County PERA - Product
Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section 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: Steel Sectional Garage Door up to 9' -O" Wide w/ Optional Impact Resistant
Lites
APPROVAL DOCUMENT: Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact Resist.
Lites ", sheet 1 of 1, dated 11/18/1996, with revision 8 dated 01/2012, 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the
positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade
County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has-been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or ifthere 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. A
minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade
County approved laboratory. Every 3 months, the manufacturer shall mall to this office a copy of the tested reports.
Only coils with average yield strength of 27,000 psi or more shall be used to make door panels for Miami -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 shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the, manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 08- 0724.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as
approval do ument mentioned above.
The subm' d documentation was reviewed by Carlos M. Utrera, P.E.
MIAMI -DADE COUNTY
DUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
) 315 -2590 F (786) 315 -2599
www.minmidade.sov /pera/
Expirati
NOA No 12- 0125.11
Date: September 25, 2013
pproval;:Date: April 5, 2012'
Pagel
E,JEc i 1' C ' wr ry A_L FEL _RAL.
Clopay BuildinE Products Comnan v
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact
Resist. Lite?, sheet 1 of 1, dated 11/18/1996, with revision 8 dated 0112012, prepared
by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 08-0724.04"
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 Clopay 9'x 8', 24 ga.
steel garage door Model 94W9 with windows, prepared by American Test Lab, Inc.,
Test Report No. ATLNC 0610.01 -08, dated 07/16/2008, 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
01/26/2005, signed by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA # 08- 0724.04"
1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building
Products Company, dated 07/22/2008, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
"Aar"'
01 1,7/1°'
Ca los M. Utrera, P.E.
Product Control Examiner
NOA No 12- 0125.11
Expiration Date: September 25, 2013
Approval Date: April 5, 2012
l
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14"
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No HETI- 06 -A002, dated 12 /04/2006, signed by Rafael
E. Droz -Seda, P.E.
2. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC
Laboratories, Test Report No. ETC -06 -1024- 17496.0, dated 05/26/2006, signed by
Joseph L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01 /19/2012,
signed and sealed by Scott Hamilton, P.E.
"Submitted under NOA # 08- 0724.04"
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 07 /18/2008, signed and sealed by Scott Hamilton, P.E.
d yy /3ot2.
Carle M. Utrera, P.E.
Product Control Examiner
NOA No 12- 0125.11
Expiration Date: September 25, 2013
Approval Date: April 5, 2012
E 2
CLOPAY MODELS 84A 93, 94 98: IDEAL MODELS 4RST, 4F: HOLMES MODELS 4$, 48B
18 CA GALVANIZED ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED T00 -L -LOC SYSTEM ((2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EOM OF 18' SECTIONS
& (8) ALONG oUTS10E EDGE OF 21" SECTIONS] AND SEPARATE 18 OA GALV. INNER DOUBLE END 510.ES ATTACHED TO TOP AND BOTTOM RAIL WRH PATENTED 1100 -1 -100 LISTER.
ONE INTERMEDIATE, STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED
100 -1 -100 SYSTEM (TOP & LOT) AND URETHANE ADHESIVE (ALONG CENTER).
A✓ 0
F-0-71
----8- A
ONE ROW OF IMPACT - RESISTANT GLAZING IN Elms
TOP SECTION (SHOWN) OR NEXT -TO- THE -TOP
SECTION NOT SHOWN)
MAX. GLAZING SIZE IS 18 -1/2' it 11'.
OIA2040 IS INJECTION MOLDED GE LEMAN 80(24327,
AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
80 /FBC 2608.
SEE SECTION 8 -8 FOR ASSEMBLY DETAILS.
,WRODUCTIEEMED
t QoR611 ying Witb the E107i4B
Coda
Aedggoido (46
L11�I1 -Eel. LDP - L•��7 Li
LOCATION OF OPTIONAL VENTS.m
(MAX SIZE: 80 SQ. INCHES) _ _ -
MAX. DOOR WIDTH 9• -0"
INSi08 FLEVe0014
OOORIMMITT
84' Toro.
TB' 108'
BP TO tote
dodoes OF
swoon.
4
1001 TOMS.
120•10140
143' 701040
180
10
'SECTIONS
ARE EITHER
trope
THIS PRODUCT CONFORMS TO
THE REQUIREMENTS OF THE 2007
AND 2010 F8C.
SECTION B -8
DETAIL '0' MULTIPURPOSE
13 OPTIONAL DECORATIVE '\
SNAP -21 INSERT. . FRoNtr FRAME FACADE.
SNAP LATCH ENGAA,*S
ONTO VERTICAL TRACK.
ONE SNAP LATCH 014
EACH SIDE OF DOOR.
SIRE
OUTSIDE KEYED
HANDLE
Loa( POSITION (0001 SIDES). SEE
LAYOUT OF FACT LOCK FOR DETAILS.
t LT ) 014x5/8° SHEET
5LT1EW3
(2) 1/4 °x3/4" SELF
TAPPING SCREWS
14 CA. ENO HINGE 114 Oa INTERMLT7IATF MtNOE
yttI A" NEW "8"
0188-
IMPACT RESISTANT
ONE -PIECE INJECTION
1101050 OE LEXAN
SLX2432T FRO
Ewa & GIAZIINNG.
TRACK CONFIGURATION ABOVE THE DOOR OPENING
DOES NOT AFFECT THE WIND LOAD RATING.
RACK COLLEVI ATION
DOORS UP TO 8'0" HIGH
F
¢x�
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUR)
1300R COUNTERBALANCE SYSTEM
CA CALK STEEL. FUG BRACKET.
78" (711" & 8'0" H DOORS ONLY)
2'. OALV. STEEL TRACK,
nRAOK 114CKM381 0.083'.
DOOR
HEIGHT
1Y(P. 2- 7/25,12 0A. 0110. 87EFL MANN BRACKETS
9
38° T11A11K. BRKT8 PER 800 FOR DOORS 00 TO 0'0' *8(4)
(7 . ...
V 7PAOK 87009 PER 50TE FOR DOORS T3' TO 8'0' HIGH).
sum TRACK BRACKET =AGREE) To ODOR JABS MTN (1)
5/18' X.1 -8/8" U0 SCREW.
TRACK 24° 9 ATWa400 FA/1 B WITH OBE 1 /0x8/8"
10°
3 -1/2°
END
8TILE
INSIDE HANDLE
ENE) 7 11/1F1/87 1,1111 VENT M7P. ARM. C -8G
I• STILE ■ 7l t (` -40 MIN WAC C -80
a MDDa Ann MENDER IO8040 MIMIC
LOCK 8 8/1007 RFTISF5 LOCK NM
It 1' BAR B 8/5000 AOUFD 8P110NAI IID'q• MI:REACF GASION 19AD
1111 f . -__ 8 I/2012 0710608 600WIANCF .WITH 7010 FRC
LOCK BAR - 2" THICK
' ENGAGES IN
TRACK ON SECTION A -A
QJISOIE YED 1001< FACH SIDE
OCKL BAR LOCK OP11ON OF DOQR.
'- ' ',J 12 GA GALV. STEEL TOP
ROLLER BRACKET
END SLIDE BOLT 201 /BRACKET3ATT CHED
STILE ' INTO VERTICAL ���� ' METAL car. SHEET
OUTSIDE LOCK
SNAP LATCH CH LOCH OPTION
5TRU61URV- swoon BFALWT
(BEYB[ER 8R.'CI. 5411 AND 56408.
\' - ....."�.� A-- TERAME
FASTENED FRAME
Mitt x 3 4° PAN HEAD
2 -1 2 "x12 GA CALK 8180. 1RAOK
FARDIEO 10 WOOD JAMB
081111 8/16 xi -B /B" LAO 5110085.
2" CALK STEEL TRACK FASTENED TO
12 GA. (TALK STEEL TRACK BRAaKET5.
TRACK ATTACHED TO FA1H BRACKET
WITH ONE 1 /4'28 /8° BOLT & NUT.
OR TWO 1/4" 0NET5.
114405 CO - -. -- NFlO FATE N
HORIZONTAL TRACK SUPPORT ITS
DOOR 00000 OVER /
8' MOH
DOOR COUNTERBALANCE
13 GA. OALV. STEEL FLAG BRAC(16.
t8A('K�...„ ROI1ON
L
f£0.A
3 -1/2
2' CADA 8TEEL 1RA20,
18AOK TFBaGLE95, 0.0183 ".
..22- 1/75,12 0A 0A1.18 STEEL TRACK
BRA
EACH TRACx mow ATTACHED TD 8088
Mal W1111
! (1) 0/18' 5 1-5/8' LAS
Tams mmHg 1D FART BPAI28Er Was
ONE 1/446/8' BOLT & NIR, OR 1010 1/4'
7 LEEi
MUNI !Wall
UAW MUM
EGUINIMELAI
4ii'i111111iLll
TRACK. ONE _
LOCK ON EACH
SIDE OF DOOR.
INSIDE SI IDE BOLT
LOCK OPTION
24 GA. 0.0239" MN. THICK) DDS STEEL
EXTERIOR SKIN WITH 0 -40 GALVANIZING,
BAKED-ON PRIMER AND A BAKED -0N
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN. (*51184 No. *853).
OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT)
4-18 OA. MIN. GALV. STEEL ENO 511LE
18 CA. GALV. . STEEL DOUBLE END STILE
20 OA. GALV. STEEL 1MER. STILE (1) &MR
STILE BETWEEN EACH EMBOSS.
18 OA 0405 •BTEEI. CENTER HINGE
FASTENED 70 INTER. STILES W /(4) EACH
014x5/8' 5HEL7 NETAL 8atEY15.
7/18° PU$HNUT FASTEN INSNTA1 00
0 HOLLER SHAVE FOR ER UNRESBCIEO
DOOR OPERATION.
14 (L4. GALV. STEEL ROLLER HINGES FASTENED TO END STILES
W 4 (ACT 14x8' SHL T NOE.SCREWS AND (2) 1/4° SELF
2° STEEL. LONG STEM ROLLER. -
!maw
SHIP LAP JOINTS...
14 0A OALV. STEEL
END HINGE. EACH
.FASTENED// TO 6p840 �
SHEET MEI(AL SCREWS
B•
& (2) 1/4'. s tE.
TAP NO SCREWS..
ONE 4° TALL, 18 CA
C- CHANNEL PER DOOR
SECTION, ATTACHED WITH
(1) 1/4'x3/4' SELF
TAPPING) SCREW PER
CENTER AND END STILE
LOCATION.
1 -1/4" WIDE x 18 GA GALV.
STRAP. (3) MIN. PER SECTION
(SEE INSIDE ELEVATION). EACH
STRAP ATTACHED WITH (3)
1/4 °x3/4 SELF TAPPING
SCREWS (1W0 TO DOOR, ONE TO
0-CHANNEL).
13 0A OALV. STEEL BOTTOM
BRACKET ATTACHED WITH (2)
14x8 8° SHEET METAL
JAMB CONR0U6*00ON
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
S.
ALUMINUM EXTRUSION
p'� & VINYL WEATHERSTRIP.
/. ALL THE 6008 TRp1 THE 00DR 18 1#5147OWPD M 111E TRACK AND MEN FROM 111E (RACK TO THE 2,8 FERRCN. 81W (CRAM 42 OR BETTER) JAMBS. NO LOAD
FROM 1146 DOOR IS TPANSTE81E0 TO ME BORROWNL (TOP) JAMB
2. ALL 48*04 PAWNERS MAY BD (8110 ARE NOT REQUIRED TO BE) mown= TO MONDE A FLUSH UQ082(2 SURFACE.
3. A 1/3 STRESS INCREASE FOR ITEM LOAD NM 695 USED IN THE CALCULATION CF 08iO6AN5 LOADS FOR ANQIOR2 MO WIENERS FOR 81ED., CONCRETE AND
8045GNRT
WOOD F�ME B�LDIN�
WALLS OF OMR OPENING BE FR/0412 SPUD BY NOT LESS THAI (3) 2M TOM: M UP TO 8'88) OR (3) 2+8 (008�'1O,'05 UP TO I8.O'T).88001800
TREATED SYP (GRADE 42 OR BETTER) PRIM SUDS CPA STRESS MADE Nor 4020 THAN 1200 PM 0WANAI. OMR EMS 140!598 01 005845 (FJ. BRIO 80108 TO
SE COMM = FROM moo= TO TIE BMIAS.
EE Ml :011
00 EKREN ROM KUI =aim ANO REC10061105 8854 moon= B� F1i> DDO Ri room X0(42 =a WEL OR GONCRETE 000 1 B*L/8 AIL attowel. SRA&J. 0 084188N4000FRB THE RAE MANS
TO MOUND PER BID0K WAL1. OR CONCRETE COLUMN. BLOCK TOILS MO CONCRETE COMM TO BE 5FSIONFD BY THE WIDMO 0400EER CR A10111E86 OP RECORD.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
RA01DR1O TIRE
MAMMA •
LEN CENTER
BEIREEN
SionERS
FASTENER 1YPH
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//4'x3' (7 -t /4" BMBEO) IK97 OONCRETO AM3(ON (2-1/2' MW. 80808 OISTMN10)
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.88 .231.1418!x1),1 FF.iiRRITDI £127►FaLI.
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NO Clupay
WON. OMMASON 4e
E)
Building Products (813) 770 -48011
Company
DESIGN LOADS: +62.0 PSF Lo -72.0 FSE
r
11/I8/80
7W4l WV ma 6175° 001MM 0100.010
9'0 "W x 180'H
0414
d7AR 5750. PAN ENRAGE 0008
tumor RESIST. UTER
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101705 I M0
(off /a /o,/sr
•
Florida Building Code Garage Door Windload Design Pressures Report # DPR- 120920 -A -01
Page 1 of 2
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 -10), Section 1620 for "components and cladding"
(Exposure C), 175 mph ultimate wind speed for Miami -Dade County.
Address: Mary Gorhardt
61 NE 104 St
Miami Shores, FL 33138, Miami -Dade County
Garage Opening Size: 8' 0" x 7' 9"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 46' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 6"
Positive Design Load: +38.1 PSF (see page 2) Negative Design Load: -43.6 PSF (see page 2)
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 84A/93/94W9, 8'0" x 7'9 ", Approval # 12- 0125.11, Dwg # 101706, Windload Capacity: +62/ -72 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 2010 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of supporting members. The building official
is the final determiner of the suitability of the garage door connections for the particular buiding 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.
Scott Ha
Florida P.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770- 4800
9/20/2012
. Florida Building Code Garage Door Windload Design Pressures Report # DPR- 120920 -A -01
Page 2 of 2 - Retrofit Calculations for the Designated Door for Mary Gorhardt
NOA and Site Specifics and Components
1. Miami -Dade County, coastal region, flat terrain, no escarpment.
2. Existing building, enclosed structure, Exposure C (FBC 1620).
3. Mean Roof Height = Less than 15'
4. Building plan and front elevation indicating the designated retrofit door opening:
6F,
MEAN REEF HEIGHT 12'
GARAGE DC1f1R 8' x 7' -7'
46'
-6"
Plan Elevation
Design per SEI /ASCE 7 -10
1. Ultimate wind speed, V ult = 175 mph, at sea level (Fig. 26.5 -1), Kd = 0.85 (Table 26.6.1).
2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1).
3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height
(Table 27.3 -1).
4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8).
5. 'Enclosure classification is "enclosed building" (Section 26.10).
6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11 -1).
7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and
therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for
negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the
wall region in the corner of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof
height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains
after subtracting Zone 5.
See Figure 30.4 -1.
For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10) *(46'0 ") = 4.6 ft.
Since the garage door opening is located 2' 6" from the corner, this means that 2.1 ft. of the door is within Zone 5, and 5.9 ft.
of the door is within Zone 4.
The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI /ASCE 7 -10 ('For
components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less
than one -third the span length'). In other words: (Door Width)(Door Width /3) =
The area 'A' = 21.33 sq. ft.
+GCp = 1.1766 - 0.1766 *log(A) = 0.9419.
-GCp (zone 4) = - 1.2766 + 0.1766 *log(A) _ - 1.0419.
-GCp (zone 5) = - 1.7532 + 0.3532 *log(A) = - 1.2838.
8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib /ft2 (psf) per Section 30.3.2.
qz = (0.00256) *(0. 848884152077903) *(1) *(0.85) *(135.5 ^2) = 33.91 PSF
9. Design pressure, p = qz *(GCp - GCpi).
Positive design pressure: p = (33.91) *(0.9419 + 0.18) = 38.05 PSF.
Negative design pressure for Zone 4: p = (33.91) *( - 1.0419 - 0.18) = -41.44 PSF.
Negative design pressure for Zone 5: p = (33.91) *( - 1.2838 - 0.18) _ -49.64 PSF.
Since 74% of the door is in one 4, a
(- 41.44) *(74 %)
he ne
Rounding u
Scott Hamilto ', P.E `ll
Florida P.E. Lice ac IQo. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4 4800
9/20/2012
,,,,`O�- e HAi1/ /4. e,
d 26% of the door is in Zone 5, the weighted average , 5C; •••\G E N S`c•O4%i%
%) = -43.59 PSF.
e final design loads are: +38.1 PSF and -43.6 PSF.
No 63286
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