WS-12-968Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number. I NSP- 174146
Scheduled Inspection Date: June 12, 2012
Inspector: Bruhn, Norman
Owner: SHAARBAY, TIRSIS
Job Address: 118 NW 93 Street
Miami Shores, FL 33150-
Permit Number: WS -5 -12 -968
Project: <NONE>
Contractor: JULIAO GARAGE DOORS
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1131010330910
Phone: 305 - 826 -0250
Building Department Comments
REPAIR GARAGE DOOR
Inspector Comments
Passed
icc-x2-71
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 11, 2012
For Inspections please call: (305)762 -4949
Page 15 of 20
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
Permit No. M A-06
Master Permit No.
BUILDING
PERMIT APPLICATION
Permit Type: BU LDING) ROOFING
JOB ADDRESS: WI W S t
City: Miami Shores County: Miami Dade
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
YVT-
MAa312012
8Y:o
Zip: 3 1St)
OWNER: Name (Fee Simple Titleholder): 1
Address: (i N W GI 3 S 7 1
City: j,A i(,1MI TY O(es
irSks ShC4CI
Phone#: ‘3"f(9 233.R19
State: F
Zip: 3 3
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: ,IComp►aany Name:, .1 ()r I CA O G G O.9 '
Address: yoo `1 1 v 5 N a #2q "1
City: lLeimA �'(v.l _
�7 State: ('
Qualifier Name: JQK �.1 1 ''1
State Certification or Registration #:
Ock6 Phone#: (?os S Y2Cp - 0756
zip :33
Phone #: , r) TRA 40 i r0
Certificate of Competency #: Gig %3 S 532,_
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ Square/Linear Fooe of Work:
Type of Work: °Addition a °Alteration °New Li(pair/Replace °Demolition
Description of Work:
( cu coif 000li
Color thru tile:
d
Submittal Fee $ Permit Fee $ / fe'
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
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, BOIT ERS, 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 ' ed. In the e of such posted notice, the
inspection will not be # pproved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me
day o 20 _, by `Ti rgi s c9itioicx r
who is personally known to me or who has produced
4F/1' l7 tL BAs identification and who did take an oath.
NOTARY : L C:
My Commission Ex
Sfmbe rzq,
Zolz.
s
Con
The foregoing ' strument was ackns ledged before this 304 /I
day of , 20 by 3Q3t L ` ,
who is personall known to me or who has produced
identification and who did take an oath.
¢vet•,, YARET K CASTILLO
r% MY COMMISSION # DD 828820
EXPIRES: September 29, 2012
Bonded Tine Notary Public Underwriters
APPROVED BY .%) Plans Examiner Zoning
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
Clerk
\As-12 -9��
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
ds
al- a
dalEED
MAY 2 5 Olt
I -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPL ` �"j f � PANCE Wil 11 Al L 1 I uN 11/140 WEST GLER STREET, SUITE 1603
PRODUCT CONTROL DIV IsION MIAMI, FLORIDA 33130 -1563
S TA 1E AND COUNTY RUE FS AND HI GI P (30) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buldinwcode
Amarr Garage Doors.
165 Carriage Court
Winston Salem, NC 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 Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Models 950 /6551000 & 2000 Steel Sectional Garage Door (9' wide)
APPROVAL DOCUMENT: Drawing No. 1RC-9509-180-21, titled "Model 950 Heritage, Model 655 Oak Summit,
(24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1through 3 of 3, prepared by Amarr Garage Doors,
dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shehnerdine, 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 tested 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 32,000 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
displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
y of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
on at the job site at the request of the Building Official.
A 08- 0718.01 and consists of this page 1 and evidence page E -1, as well as approval document
on was reviewed by Carlos M. Utrera, P.E.
NOA No 09- 0604.03
Expiration Date: September 4, 2013
Approval Date: July 15, 2009
Page 1
'
+,~m
�
•
`4'.1~_,
,
'
'
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 08- 0718.01"
1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit
(24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3,
prepared by Amarr Garage Doors, dated 03/14103, with revision A dated 06/11/08,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 08- 0718.01"
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
along with marked -up drawings and installation diagram of 9'x 7' Model 950D
Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American
Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed
by David W. Johnson, P.E.
2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report
No. 3DM -297, dated 04 /09/03, signed by Robert Kelly.
3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels,
prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08,
signed by Joseph L. Doldan, P.E.
C. CALCULATIONS "Submitted under NOA # 08- 0718.01"
1. Wood jamb attachment to structure calculations, prepared by Structural Solutions,
P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance with FBC 2007, issued by Structural
Solutions, P.A., dated 04 /27/09, signed and sealed by Thomas L. Shelmerdine, P.E.
"Submitted under NOA # 08-0718.01"
2. Statement letter of code conformance and no financial interest, issued by Structural
Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E.
G. OTHER
1. Notice of Acceptance No. 08 -0718.01, issued to Amarr Garage Doors approved on
08/28/08 and expiring on 09/04/13.
tp 010
Carlos M. trera, P.E.
Product Control Examiner
NOA No 09- 0604.03
Expiration Date: September 4, 2013
Approval Date: July 15, 2009
E -1
13 06. CALV. CIAINRCIAL
TOP MUER
ATTACHED V/(4) 1/4• VADAT
S/8' HEX HEAD SCREWS
T
ADJUSTABLE ROLLER CARRIER
ATTACHED V/ 00 1/4• x V8'
NM 6 NR PER BRACKET
3 V 4/4•z�
HEAD SCALIA AT
EACH CENTER STILE
TO BALL sma.
5• RORER
TYPICAL TOP FIXTURES
N.T.fi
— RECIA1F�ED REMUS ME C015'I611AM4iM(
140* DURASAFE
CENTER HONOR ATTACHED
Vim/ (4 1/4.
4
8' THICK
TYPICAL DURASAFE CENTER HINGED
N.T.8.
24 OA. M8 EXTERIOR SRA
8 0-40 OM.VAN4AION AND
ON POLYESTER MA
STILE STIFFICHINS (3)
'LOCATED Al HOME HAAS)
ON TOP SECTION 814.7
1 11111114 1 Imo'
HOLES FOR STRUT
ATTACHMENT CIF STRUT
REMIREM
LO`A'
ADJUSTABLE SLIDE AAA*
ATTACHED W/50 V4-20 x
3/8• TRACK BOLTS AND
14 0A DURASAFE AMSTABLE
ROLLER CARRIERS ATTACHED TO
3 5/8' 0608 R -TRUSS W/O)
1/4 X 5/8 HEX HEAD
35/8'02.
0 - TRUSS
ATTACHED V/ (4)
V4• > SCREWS
EDHEX
�TA� 43 PIACENENT
8'-0' MAX
INSIDE ELEVATION
ALB.
14 0A. ORASAFE
END HINGE ATTACHED
HEX HEAD 4SCREWS
• DURASAFE
R G ATTACHED
TO END STILE V/ CI 1/4• x 5/8'
NEX HEAD SCREWS PER CARRIER
TYPICAL STILE STIFFENER
N.T.B.
ON PAGE
FOR STRUT SP G ACON 2
r WA STRUT
ATTACHED 1/
A) 1/4' X 5/8
HEX HEAD SCREWS
T END AND CENTER
8' O BALL STEEL
8' LING STEN ROLLER
g'Y S&MR ROWER
VERTICAL
TRACK • LOCK ENGAGES
3603-2 (SAM LATCH, L.00000
� TDpBR) ATTACH W /48) V4'
3/44EC HEAD SCREWS
TYPICAL DURASAFE END HINGE
RT.S
3 3/C HA f �E AL 8p GA GALV. 37651 END STILE
AVER= ( �. ) ATTACED Vi1N (7) 108'0-4.
40 DOGS SXIN AM @)
700- L-L.00 AT ARO
T REIRotalER
cm 50 TTACENTER WITH �
WITTEN NRRAILAND AD SIVE
TO DOER= FACE
5116. YxCI ER LAG
JAMB BRACET
5/841X88 GA
m 1/4-50 x 3/8'TRAOC
MlT PER
N.T.S. JAND BRACKET
q 5/8' R- TRUSS 1RA AINSSSI
CCM . VERTICAL *8
TRACK MOUNTING DETAIL
SOUTHERN 2�SETTER)
TYPICAL BOTTOM BRACKET
N.T.H.
EA caNKERTaeL
TOP FIXTURE ATTACHED V/
(O V4' x 5/8' HEX HEAD SKEWS
V x HC ATTACHED
PER SECTION
END HINGE
14 GA.
W ELM BRMUET ATTACHED 10 WOOD JAM
V/ (3) 5/16 AA H4 -5/8' LAG BOLTS AND TO
TRACK
)STS VV// (4(4)1/4,80 x 5/8 TRACK SPLICE
NUTS
rr 1 4-20 8
TRACK SPIRE 0,18 & NUTS IO JM6 MTH (3) 5/16' AA x 1 -5/8'
1A0 80LT8 -
(1) 8/X8' C1A x 1-5/6'
LAB BOLT ATTAO}® I0 JAW
AT EA JAMB BRAOUET
IL
35/8'0 X22AA. C3 5/8'
R -TRUSS) OALV. STEEL f6•TRUSS
ATTACHED V/ (4) 1/4' x 5/8'
45)C HEAD SCREWS AT EACH END
STILE AND (E x S/E• HEX
HEAD SCREWS AT E EACH CENTER
STILE
/ATM
STRUT PA F3. . STEEL 1 •. V/ BOTTOM SEAL
il
RFCTIIIN A -A (SIDE VIEW
N.T.B.
BOTTOM BRACKET
14 OIE ATTACHED
11/(3)1/4. X 5/8'
HEX HEAD SCREWS WITH A
33 M R 00007 SURER
'WOOD JAMB ATTACHMENT TO STRUCTURE
12 G6.010. 51110.
TRACK BRACKETS
DOLT k NUT x S/B"
(TABLE 3) ON PACE 8
FOR JAMB JACKET MACAO
TRACK CONSECRATION N FOR 6'8' UP 10 14' TALL DOERS
pesos UCZ'R9V1S5O
as complying dm Maid*
%Adel; Cods
A MD3
i3
radXm(aixnO1
/ X 8 VERTICAL JAMB ATTACHMINT TA NMD FRAME S 8l '11NE
5/16" X 3' LAG SCREWS STARTING 13" FROM ENDS THEN 24' 0.0. (1 1/2' EMBEDMENT)
2 X B VERTICAL MAR ATTACHMENT ITT '1000 P4f CONCRETE
40.11 Xkm4 BOLT 3/8' X 4' STARTING IF' FROM ENDS MIDI 24' 0.C. (2 1/2' MIRED MIT)
MLA *1X0108 3/8' X 2-3/4' STARTING 8' FRCSI ENDS IHEN IV 0.0. (1 1/4'
I /RM4BE7 REDHEAD (11111-601.1) 3/6' X 4. STARING 5• FROM ENDS THEN 24' 0.0. (2
7 x 8 VERDCAI JAMB ATTACHMENT TO C-80 HACK
H8.11 SIFETIE ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS DEN 18' 0.C. (1 1/4'
TAPCON 1/ 0 ENDS, USE PAIRS OF
FASTENERS (3' APART) T 18' 0(1 1/4' EMBEDMENT)
A03 AND BOLTS CAN E 00I201QEI24( TO PROVIDE A FUL91 MMRNTM0 SURFACE.
'PREPARATION OF *DOD JAMB BY OTHERS
N OMILI I ANCHOR RIDE DISTANCE 2-3/4'
• /3 INCREASE N ANCHOR AWNINGS LOAD DUE ID SHORT TIME DURATION HAS BEEN
MAX
DEMON LOADS
+51.1 PSF
-80.3 PSF
LARGE MULE
IMPACT
INSTANCE
PRODUOTREVISED
tatieg ARU l'EOTI�
B
JIDBFpMocoNo01 -07 0
iT/LIYn
DANE BT
168 CARRIAGE COST V00108-28D1. KC. 2705 V WAMN081
MODEL 150 MITA05 (24 OA 000, 2000 ( H )
IANO FL AM D P
98 S ST W ME O3 $) AR S Me
com 8 mom Ale mot wafts IRC- 9509-180 -21
1 LBBB65EPEICSa 9ELT 1 E 3®
TABLE 1
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED
SECTION CONFIGURATION)
TOP
#2
A
B
C
D
E
F
G
H
T
8' 8"
5112"
16"
34" .
52"
21 ".
13' 6"
21"
21"
70 ,1/2°
7'
51/2"
18"
37"
58"
13'0"
. 21"
` 21"
21"
781/2"
T 8"
51/2"
13"
; 31 "'
4'.
67"
.
. '
18"
821/2"
8'
51/2"
16"
34"
52"
70"
21"
21"
21"
881/2"
8 6'
61/2"
.18"
37"
21"
V
18"
18"
18"
941/2"
9'
51/2"
13"
31"
49"
67"
85"
:18"
21"
100 1/2"
9'6"
.5.1/2"
.18"
34"
'52'"
70,'''88°:
21"
88",
X1061/2°
10'
51/2"
16"
37"
58"
76"
94"
9'6"
21"
112 1/2"
10 6"
61/2"
16"
"37"
5W
7W
'100°
18"
18"
118.1/2"
124 1/2"
11'
51/2"
18"
34"
52"
70"
88"
106"
21"
If 6"
61/2"
16"
37"
58"
78"
94"
112"
86"
130 1 /2"
17
51/2"
16"
37"
58°
79"
100"
118"
21"
1361/2"
126"
61/2"
.18"
. 34'
52°
70"
88'
108"
124 °..
142.1/2".
13'
51/2"
16"
37"
58"
78"
94"
112"
130"
148 1/2"
13' 8"
81/2"
16"
37"
58"
79°
100"
118"
138"
1541/2"
14'
5 1/2"
16"
37"
58"
79"
100"
121"
142"
160 1/2"
TABLE 3
TABLE 2
DOOR
HEIGHT
SECTION HEIGHTS
Btm
#2
#3
#4
#5
68
#7
68
14' 0"
, 21"
21 "
21"
:21 ".
21"
21 °;
21"
21 ".
13' 6"
21"
21"
21"
21"
21"
18"
18"
21"
13'0"
. 21"
` 21"
21"
18"
18"
18"
Ur
21 ".
12' 6"
21"
18"
18"
18"
18"
18"
18"
21"
12'0"
21"
21"
21"
21"
21"
18",.21"
27",
3 8 "
11'6"
21"
21"
21"
18"
18"
18"
21"
11'0" ...21"
82"
18 ",'18"
3"
18 ".
18"
:18"
21"
56"
10'6"
21"
21"
21"
21"
21"
21"
88",
101 -0 ".
21"
;21"
21"
18 "'
18"
.21 ".
68 ":
9'6"
21"
18"
18"
18"
18"
21"
' ..94"
9'.0"
18"
18"
18"
18",
18"
18"
68"
8' 6"
21"
21"
21"
18"
21"
100"
.8'0" .
21"
-:18°
18"
:18 ".
21 ".
86"
7' 6"
18"
18"
18"
18"
18"
7 0"
21"
21"
21"
21"
27"
38"
8' 6"
21"
18"
18"
21"
100"
DOOR
HEIGHT
TRACK ATTACHMENT
SPLICE
A
B
C
D
E
F
G
H
1
J
K
L
MN
S
6' 6"
3"
14"
27"
38"
46"
56"
64"
70"
7
3"
14"
27"
38"
46"
56"
68"
76"
7 6"
3 "
14"
27",
3 8 "
46" .
56"
8 r
78"
82"
8'
3"
14"
27"
38"
46"
56"
68"
78"
88",
8''8"
3" .
14"
27"
"
_ 56 "
68 ":
78"
88"
' ..94"
9'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
9' ' .
.31.
-.;14"
27"
",d€"
86"
: g '
75"
88"
"
:. ,.
1fl6"::,,
112"
10'
0'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
10H.,:
Er
: "
- :14"
27 ..
8 "
.
Y
#$"
10"
"
.11 "
1 ? "
'
life!
11'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
124"
11".6"
3"
14 °..
27'x.
38"
46`,
56"
68"
75" '
8f"
'too'
11.0"
:120"
- .130"
12'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
122"
136"
12'6"
3"
14"
: 27"
38"
46"
56"
: 58"
78"
or
1p0"
:10'"
122"
112"
142"
13'
3"
14"
27'
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
148"
13' 6 "..
3"
14"
.27"
"
46"
: 56°
68"
78"
88"
100",109"
;122 ".134"
134"
;144"
146"
1;5«'4"
160"
14'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
INTERIOR OF GARAGE
MAX. WIDTH 9'0" -►—
DESIGN LOADS
+230.0 LBS/FT SEE NOTE 2
98-271.4 LBS/FT
1l-i- --1111
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH LBS/FT E &JAMES -271.4 LBS/FT
DESIGN LOADS OF:
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED NTH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN
ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH
EL DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R -1RUSS PER SECTION
8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 2
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A RE(2STRED PROFESSIONAL ENGINEER FOR 16N0 LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTTER LOADINGS.
®8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
VATH THE PROCEDURES DESCRIBED IN AS1M E330 -02, ASCE 7 -05, AND
FLA. BUILDING CODE PROTOCALS TAS 201, 202 203.
9. 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 A5TM E -8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 T1ME5 A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SISEECCTED FROM
COLS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WIN YIELD STRENGTH
OF 32,000 PS OR MORE SHAH BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE
PRODUCT REVISED
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6
*ROSH KEEL(H &RSHOD 03-12-05 SR
Max SIZf
9'x14
DESK LOADS
+51.1 PSF
—80.3 PSF
LARGE IMPACT
RESISTANCE
ON
EOHBT, 980 HERITAGE (24 GA) 10104 2000
®� LONG HEEL AND READ PANELS
9N MN BY I 0919 MAIN) V20*
8 GEED BY ME EVE 03f4A1 IRC -9509- 180-21
B'0IM 1 41*.11BNpMPELEk8299 SET 2 OF 30
TABLE 4
Sew,
Width
(8)
Para Type
Center Stne Location
(Measured from Let Edge)
let
On)
2st
On)
3rd
(m)
8',0 .
Sisxt.
24:$12.
48.000
71.188.
8' 0
Long
24.000
48.000
72.000
8' 0
Bead
24.825
48.000
71.375
8' 2
Short
24.318
49.000
73.884
8'2
Long
24.500
49.000
73.500
8' 2
Bead
25.125
49.000
72.875
8'.4
Short
24.580
60.000
76.420:
8' 4
Long
25.000
50.000
75.000
8' 4
Bead
25.825
50.000
74.375
8:8 :
$leaf
, 28.029,..
`61.000
75.971
8' 8
Long
25.500
51.000
76.500
8'8
Bead
28.125
51.000
75.875
8' 8
Shot '
28.889 .
62.000
77.341
8' 8
Long
28.000
52.000
78.000
8' 8
Bead
28.825
52.000
77.375
8' 10.
Short
27.034
53.000
78.986
8' 10
Long
28.500
53.000
79.500
8' 10
Bead
27.126
63.000
78.875
9 0 .
Short
27.596
.54.000
80.404
9' 0
Log
27.000
54.000
81.000
9' 0
Bead
27.825
54.000
80.375
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55
OESZMII 8' 055 S 055 BT
A MOM 10M FED MIL 8$8RaAD3108-01-069111
MAX 55E
9' x 14'
DESIGN LOADS
+51.1 PSF
-80.3 PSF
LAME
EMISSLE
IMPA
RE818TANCE
r
185 C8851A a COURT VD1T85 -SILO. NA 87109 WWM
MODEL 950 mom= (84[[ 01) 000, 2000
agora 855 ME MOM ION, 913701, AND BEAD) P�
SOE 55502 5d ME 03/t3 DRAM OM
B aEas sr AM DM o3/W03 RC-9509- 180-21
5101112 91a0O L SBDENNE PE. 116 14 0188/9 9000 3 O 3
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, - STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002
5921 -G West Friendly Avenue Date: 5/16/2012
Greensboro, North Carolina 27410
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7 -10
Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below,
using the Load Combinations in Section 2.4.1.
Building Address: 118 NW 93 St.
Miami Shores, FL 33150
Garage Door Width: 9 ft
Garage Door Height: 7 ft
Basic Wind Speed: 175 mph
Exposure: D
Mean Roof Height: 14 ft
Least Overall Horizontal Dimension of Building: 23.75 ft
Distance from left building corner to edge of garage door opening: 17 ft
Distance from right building corner to edge of garage door opening: 1.33 ft
Roof Slope: any slope
Positive Design Pressure = 42.8 psf
Negative Design Pressure = -48.1 psf
Design Assumptions:
The building is considered "Enclosed" as defined in ASCE 7 -10
The Topographic Factor for the building is 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. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used in conjunction with Amarr Garage Doors
eet °� SNEL s� *ai
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►,.; ° No 0048579 5..4, e
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Thomas L. Shelmerdine, PE
STRUCTURAL SOLUTIONS, P.A.
Florida PE# 48579
J:\2012 Projects \12 -002 Amarr 2012 Retrofit Doors \118 NW 93 St. _Miami Shores_FL 33150 \Garage Door Pressure Calculator 7- 10.xls