WS-12-229Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 169822 Permit Number: WS -2 -12 -229
Scheduled Inspection Date: March 07, 2012
Inspector: Rodriguez, Jorge
Owner: BULNES, JESUS
Job Address: 75 NE 98 Street
Miami Shores, FL
Project: <NONE>
Contractor: ALLIED DOORS INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
0••••••••• Phone Number (305)751 -0284
Parcel Number 1132060131160
Phone: (954)942 -8550
Building Department Comments
REPLACE EXISTING 16X7 O/H GARAGE DOOR
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 06, 2012
For Inspections please call: (305)762 -4949
Page 11 of 27
Miami Shores Village
Building Department FEB 0 S oL
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING Permit No. WS 12 2.2.91
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING f4 jc/q-wDRA Roc (
OWNER: Name (Fee Simple Titleholder):`L4 iS U NU---'1144 1(,(Phone #: 3067* zit? a1 - 3 331
Address:: / S
City: 14 i i4 S/ 2 State:
Zip: 33/3
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: 75— N � ! s
City:
Miami Shores County: Miami Dade Zip: '3 3 / 3
Folio/Parcel #: l / — 3 .. (, —013 - //6o
Is the Building Historically Designated: Yes
NO t/ Flood Zone:
CONTRACTOR: Company Name: Au. (ED -.0 00 P5 S (----;(A- /lIr..._Yhone #: "l 61,- gy.a BSS
Address�: /S 6 t &) C G (
City: f 61 l PA-IQ O e, 4+ 1,� State: r 'L Zip:3 306 6 Q
Qualifier Name: 0 E kit--) Ls (�.O I-4 A- $ J mil. C. I Phone #: 9:57-1 -94/ 4/ O
State Certification or Registration #: C66. 0 3 3 -' (?j7 Certificate of Competency #:
Contact Phone #: 951/ -94) 7) - E-6.50 Email Address: fl i na O a l l i ecr -cioo r s , co 1')'L, .
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $ / / 0 0 ° 00
Phone #:
Type of Work: Addition UAlteration
Description of Work: 1 1
quare .inear Footage of Work: / /
❑New
C tepair/Replace ❑Demolition
l /N /6X 7 Q //-1-
* * * * * * * * * * * * * * * * * * * * *14* * * * * * * * * * * * * ** Fees * * * * *4e* * * * * *' *******%4*********.*******. 4410***
Submittal Fee $ Permit Fee $ S %0 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $2_0
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address , 1N
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 MR 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 b- losted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o,' s h posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged befor me this 7
1`
day of C b , 20 t by/ X�2A• /0 F
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission E . i; "rore.,,
MARY C. SHEA My C
. ys Notary Public - State of Florida
a
so�e My Comm. Expires Sep 25, 2015
* * * * * * * * * * * * * * *
Commission # EE 101 3 ********** ><><*
Signature
Contractor '�
The foregoing instrument was acknowledged before me this ' G 1
`
day of e-b , 20 L ; 7) 0.115 I c.cor)wtii- i e L,ci
who is personally known to m who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: Lin e'L' e✓ (2' "1641—
Print: )14_ L G- r Y c J: l Q �--
APPROVED BY
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
Plans Examiner
Structural Review
iscio,...E,ises...._
i
Y °�'''� ,e,�,, MARY C. SHEA
FOF4 ''\'
IIIIII t \ \\
T. Notary Public - State of Florida
•
littler dipk i5ep45
Commission # EE 101231
* * * * * **
"IMP- "Ow, Zo g
Clerk
taot korcs.
(€ (Pc1 �av
PERMIT #:
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
,�/�
a p%✓‘-zz
liysICE Wfi1' -1 ALL FFr_,F9AL
SUBJECT .in CCMIDI
1
•
tav
(4
Lf o
GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2007 FLORIDA BUILDING CODE (ASCE 7 -05)
DADE COUNTY FLORIDA
146 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C
Door
Width
Door
Height
Mean
Roof
Height
Design Pressure
Door
Width
Door
Height
Mean
Roof
Height
Design Pressure
Positive
Negative
Positive
Negative
8
15
+ 1.3
.�
-51.9
-
8
8
16
+ 40.9
-51.1
9
8
+40.6
-50.4
16
7
+39.2
-47.7
16
8
+38.8
-46.9
-
-- -
.-
18
8
+38.5
-46.2
8
7
16
+ 41.8
-52.5
8
8
16
+ 41.4
-51.7
9
7
+ 41.4
-51.8
9
8
+ 41.0
-50.9
16
7
+39.7
-48.2
16
8
+39.3
-47.4
18
7
+39.3
-47.5
18
8
+38.9
-46.7
8
7
17
+42.3
-53.1
6
8
17
+41.9
-52.3
9
7
+41.9
-52.4
9
8
+41.5
-51.6
16
7
+40.1
-48.8
16
8
+39.7
-48.0
18
7
+39.8
-48.1
18
8
+39.4
-47.3
8
7
18
+42.8
-53.7
8
8
18
+42.4
-52.9
9
7
+42.4
-53.0
9
8
+42.0
-52.1
16
7
+40.6
-49.4
16
8
+40.2
-48.5
18
7
+40.2
-48.6
18
8
+39.8
-47.8
8
7
19
+43.3
-54.3
8
8
19
+42.8
-53.5
9
7
+ 42.9
-53.6
9
8
+ 42.5
-52.7
1 16
18
7
+41.1
-49.9
16
8
+40.6
-49.1
7
+40.7
-49.2
18
8
+40.3
-48.3
8
7
20
+43.7
-54.9
8
8
20
+43.3
-54.1
9
7
+43.4
-54.2
9
8
+42.9
-53.3
16
7
+41.5
-50.5
16
8
+41.1
-49.6
18
7
+41.1
-49.7
18
8
+40.7
-48.9
8
7
21
+44.1
-55.4
8
8
21
+43.7
-54.6
1 9
7
+43.8
-54.7
9
8
+43.3
-53.8
16
7
+41.9
-50.9
16
8
+41.5
-50.1
18
7
+41.5
-50.2
18
8
+41.1
-49.3
8
7
22
+4.4.5
-55.9
8
8
22
+44.1
-55.0
9
7
+ 44.1
-55.1
9
8
+ 43.7
-64.3
16
7
+ 42.3
-51.4
16
8
+ 41.8
-50.5
18
7
+ 41.9
-50.6
18
8
+ 41.4
-49.7
8
7
23
+ 44.9
-56.4
8
8
23
+ 44.5
-55.5
9
7
+44.5
-55.6
9
8
+44.1
-54.7
16
7
+ 42.6
-51.8
16
8
+ 42.2
-51.0
18
7
+42.2
-51.1
18
8
+41.8
-50.2
8
7
24
+45.3
-56.9
8
8
24
+44.9
-56.0
9
7
+44.9
-56.1
9
8
+44.5
-55.2
16
7
+43.0
-52.3
16
8
+42.6
-51.4
18
7
+42.6
-51.5
18
8
+42.2
-60.6
8
7
25
+ 45.7
-57.4
8
8
25
+ 45.2
-56.5
9
7
+ 45.3
-56.6
9
8
+ 44.8
-55.7
16
7
+ 43.4
-52.7
16
8
+ 42.9
-51.8
18
7
+ 43.0
-51.9
18
8
+ 42.5
-51.1
Notes:
1) Design pressures calculated using calculation procedures listed in ASCE 7 -05.
2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building.
3) Calculated based on enclosed building, any roof slope.
4) Importance factor 1.00, residential application.
5) For mean roof heights less than 15', use 15' pressures.
6) Most garage door openings will not be located completely in zone 5. Therefore individual
calculations will result in lower pressures.
7) Table to only be used in conjunction with Amarr Garage Doors.
PO Box 288 • Winston- Salem, North Carolina 27102 -0288
165 Carriage Court. Winston - Salem, North Carolina 27105
Phone (336) 744 -5100 • Fax (336) 744 -5815
www.amarr.com
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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 950/65510
APPROVAL DOCUMENT: Drawing
(24 GA) 1000, 2000, Short, Long, Flush
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.gov/buldingcode
onal Garage Door (16' Wide)
ed "Model 950 Heritage, Model 655 Oak Summit,
1through 3 of 3, prepared by Amarr Garage Doors,
dated 03/12/03, with revision A dated 06/09/08, signed and sealed by Tomas L. Shelmerdine, 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
froth 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
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- 0718.03 and 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.
MIAMI -DADE COUNTY
APPROVED
Expiration Date: ep
Approval Date: July 15, 2009
Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 08- 0718.03"
1. Drawing No. IRC- 9516 - 169 -26, titled "Model 950 Heritage, Model 655 Oak Summit
(24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1 through 3 of 3,
prepared by Amarr Garage Doors, dated 03/12/03, with revision A dated 06/09/08,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. B. TESTS "Submitted under NOA # 08- 0718.03"
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 16'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. C. CALCULATIONS "Submitted under NOA # 08- 0718.03"
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- 0718.03"
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- 0718.03, issued to Amarr Garage Doors, approved on
08/21/08 and expiring on 09/04/13.
E -1
E%: �'et09 '
Carlos a, P.E.
Product Control Examiner
NOA No 09- 0604.05
Expiration Date: September 4, 2013
Approval Date: July 15, 2009
7'16 GA END CAP 81181
TOP MIXES
13 GA OLV. CO NERS&
lO TILLER BRACKET
ATTACHED WAN V4' x
3/4' mot MEAD SCREWS
S
PER 8RACET
TYPICAL TOP FIXTURES
N.T.B.
SANE O
SEE E ON PAGE B FIR
-RECIDOMITED SECT/ON ONSIGIRIITINI
2' 10 /ALL
ROLLER NJ V
ADJUSTABLE KILLER CARRIER
TEACHES V/ CM 1/4' x 1/8'
SILT 4 NIT PER &MEET
5 1/2' I8GA R -TRUSS ATTAINED
V/ (m 1/4' x 3/4'
ICC HEAD SCREWS AT
EACH CENTER ST/LEE
CENTER HINGE ATTACHE»
V/ (4) V4' x 3/4'
HEX HEAD S 10242
TYPICAL DURASAFE CENTER HINGE
N.T9.
I F∎will I �I !
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2' 714102 ---�
7' 16 GA END CAP 1¢74180
TIP Aim KITTEN NINNIES
24 OA 184 EI(M ER sap
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mi P93021a FARM
RO7
113 14GA =AWE ROLLER
CARROTS ATTACKS 1O R - TRUSS 1/44. TEC
MO SCREWS•PFR CARRIER
8' 10 BALI STEEL
*80004114 TILLER
V/9' STF7(
16'-0' HNC
INSIDE ELEVATION
N.TS
14 GA KRAUTS
MN HINGE ATTACKED
V/ (8 1/4' x 3/4'
HER HEAD SCREWS
9 1/8'4X18 06. (5'
R- TRUSS) ATTACHED WAN
V4' X 3/4' top HEAD
SCREWS
3' FOGA STRUT
ATTACHED V
CO 1/4' X 3/4'
HEX WAS SCREWS
AT Om AND CENTER
STILES
1454. BRASAFE
031.08 CARRIERS ATTACHED
171 NM STILE V/ CO 1/4' x 3/C
HEX HEAD SCREWS HER CARRIER
0' 10 HALL
STEEL
ROLLER WY STEM
SLINK LOCI ENGAGES INTO VERTICAL
TRACK IN BOTH USES 5/8' ION
C0GWENENT C W WIC
O'T@MU ATTACH WAR) V4' x
3/490 HEAD SCREWS TYPICAL
SEE (TABLE • ON PAGE E
FOR STRUT SPACING
P I6 GA END CAP BEHIND
TOP Alm BORON PO(TURES
TYPICAL DURASAFE END HINGE
(SUPPLED SY INSTALLER)
(7) 20 GA DENIER STILES
• ATTACHED WITH CO
TOGiiOC AT TIE TIP NO
BOTTOM RAIL NM ACESIVE
TO MUM FACE
� +m�
ATTACHED TG -LLOC
TO MORS SKIN AND NO
TOG -L-415 AT THE TA AND
INTIM RAIL
WIT RETAINER
PER RIMER
KT.S
CENT. STEEL KT
V/ INTTEI SEX
GA COKIERCIAL
Tip FIXTURE ATTACHED V/
(4) i/4' x 3/4' HER HEAD =REVS
ADJUSTABLE SLIDE B+ACET ATTA0EO
04/40 I/4' x 1/2' EMT AND NUTS
PER SF ffiI
GA FLAB 8QAtlRT ATTACKS TO WW2 JAM TS AND TO
TRACK V/(4 11/4' 2 TRH( SPLICE
SOTS AND HITS
/ ��_
!.7'IIO TRACKS AT 400 =AVON
G-- UO 08 10 ass I81N (S) ICE otte BO 1*. x 1 j
LI 'I
11
F11 T ,,,
II
II
I'
1) 5 8' OIA 8 1 -'J/8'
HAG ECLT ATTACHED TO JAN®
AT EA JAMB HRA0QT
12 08. ON.V. SEFIL
MIN KKK'S
ATTACHED 1/4"-20 x
MACK SPLICE NIT
-1 IMM08
MN TOP SECTION ELY
\ _
HGLES FOR STRUT
ATTAIN LENT CIF STRUT
IS REKINCIO
SEE MALE 3) 014 PALE
FIR .N)E BRAC(ET SP
IRAQ( CONFIOJRA110N FQi 8'8' UP 10 14' TALL DOORS
5 1/894 2 E GA. Cr R- TRUSS?
OALV. STEEL 0 -TRUSS ATTACHED Som1 N (IFIMMI
V/ (4) L4' x 3/4• HEX NERD
SG71YS AT EACH (85 S TIE 6.q ib .0c •
NCO CM 1/4' x 3/4' HEX HEAD ,
SCREWS AT EACH CENTER STILE 181110 ...
STET AT
BOREM WM.
SECTION A -A SIDE VIEWI
NT
BORON MACET
13 GA TKO( ATTACHED
V/43) I/4' X 3/4'
SIX KAI SCREWS
BOTTUM BRAC4ETTO
8/10' x 1 5/8' LAO
• PER
JN0 BRACKET
LhEO x 5/STRAD(
SPLICE ER
8 Fur P
5 R-T1112•11 tII'
18 f6.
YF, Cg5
L1tltH 89
NNE KRIICAL SOUTHERN YB ON PHE
(N0. 2 OR BETTER)
TRACK MOUNTING DFTAII
11.TS
®W00D JAMB ATTACHMENT TO STRUCTURE.
22 8 A4RRCAL JAW9 ATTACIIMAIT TO 11001) FRAM AIRUCTIIIS
5/18' X 3' LAO SCREWS STARTING 8' FROM ENDS LEN 18' 0.0 (1 1/4' GEES (0241)
42.11 K8N( BOLT 3/8' X 4' STARTING 8' FROM EMS THEN 24' O.C. (2 1/2" ES (T)
HILO SLEEK O ANCHOR 3/6' X 2 -3/4' STARTING 8' FROM ENS THE( 12' 0.0 (1 1/4'
INEEDION
(1RU -BOLL) 3/8' X 4' STARING 8' FRCII ENDS THEN 18' 0.0 (2
2 2 G 085110*( .16.115 AITACMIIT -56 !b Mft
HLT SLEEK ANCHOR 3/8' X 2-3/4' STARTING e' FROM ENDS THEN 12' O.O. (1 1/4'
TAPCON 1/4' X 2-3/4' STARTING 6' FROM ENDS. USE PARS OF
FASTBERS (3' APART) AT 10' 0.0(1 1/4' Ef 894041
*LAGS AND BOLTS CAN BE COUNTERSUNK 10 PROWDE A NISSH MOUNTING SURFACE
'PREPARATION Of HOOD JAGS BY OTHERS
NONOMII ANCHOR EDGE DISTANCE
4ANDER ALLOWABLE LOAD NA$ 2421) 3 4' I NCEASED BY 3314 DUE 10 SNOB TOE
CURATCN LOAONG
TYPICAL STILE STIFFENERS
N.T.S.
RD! 6MOS
A AMON 70 *81421419.®AIMROD
_YryR
NAX ST20
16' K 14'
DESIGN LOADS
+45.8 PSF
-49.3 P5F
LARGE TOME
RESISTANCE
165 OVERAWE mIBT VD1781-SALCy N(.' 87110 VAWNS:DMA
1112115L 980 IDIR TAILS (24[( N►) 000. 8000
®BROD%, 10116. BLII88. AND (24 PANNEL
SIDE SINN BY 6J (0 01/12/05 IR01/ /1981
8 a EWHIT BE B9e D)/ups O(C- 9516 -169-26
OMR 01/93LS1I15MPE(CEF.O0165)8 SW 1 OF 3®
TABLE 1
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED SECTION
CONFIGURATION)
TOP
A
A
B
C
D
E
F
G
H
T
6' 6"
4112"
171/2"
`35112".
561/2"
6' 6"
3"
14"
27"
` 701/2"
7'
41/2"
171/2"
381/2"
591/2"
13'0'
21"
21"
;21"
761/2"
T 6 " :::-4112"
7'
14 112",
avoz. .
S01/3"
:68 113!'
:':
58"
68"
. "'
8'
4 1/2"
17 1/2"
35 1/2"
53 1/2"
71 112"
76"
T 6"
` 3"
88 1/2"
27"
41/2"
171/2"
28.1/2"
561/2".
77'11.
_
18'
18'
,,9.41/2"
9'
4 1/2"
14 1/2"
32 1/2"
50 1/2"
68 1/2"
86 1/2"
38"
46"
100 1/2"
9'6"
41/2"
:17112"
351/2"
'561/2"
111/2#
891/2"
88"
1061/2"-
10'
41/2"
171/2"
381/2"
591/2"
771/2"
951/2"
78"
88 ".
1121/2"
1018"
41/2"
17112"
38:11 '
591/2"
;801/2"
101 1/2"
14"
27"
1161/2"
11'
4 1/2"
17 1/2"
35 1/2"
53 1/2"
71 1/2"
89 1/2"
107 1/2"
124 1/2"
11' 8" :.41/2"'171/2".
9' 6"
3°,
301/2x;
59?1/2`
mug"
951/-2"
- 1131/2"
68"
=130172."
12'
41/2"
171/2"
381/2"
591/2°
801/2"
101 1/2"
1191/2"
3"
1361/2"
126°
4 1/2"
17 1/2"
35 1/2"
53 1/2"
71 1/2°
89 1/2"
1071/2"
1251/2"'142
"1 /2"
13'
41/2"
17 1/2"
38 1/2"
59 1/2"
77 1/2"
95 1/2"
113 1/2"
131 1/2"
148 1/2"
13'6"
41/2"
171/2"
381/2"
591/2"
801/2"
101 112"
1191/2"
1371/2°
1541/2"
14'
4 1/2"
17 1/2"
38 1/2"
59 1/2"
80 1/2"
101 1/2"
122 1/2"
143 1/2"
160 1/2"
TABLE 3
DOOR
HEIGHT
TRACK ATTACHMENT
SPUCE
A
6
C
D
E
F
G
H
1
J
K
L
MN
21"
S
6' 6"
3"
14"
27"
38"
46"
56"
64"
18'
21"
13'0'
21"
21"
;21"
<18"
70"
7'
3"
14"
27"
38"
46"
58"
68"
18'
18'
18'
21"
120'
21°
21"
76"
T 6"
` 3"
14"
27"
38"
48"
' 56°
68 "-
78"
_
18'
18'
21"
11`0' :
82"
8'
3"
14"
27"
38"
46"
56"
68"
78"
21"
21°
21"
21"
21"
88"
8'. 6"
8'
14"
27"
38"
46"
,56 ".
68"
78"
88 ".
18"
18"
18"
18'
21"
94 ".
9'
3"
14"
27"
38"
46"
56°
68"
78"
88"
"21
"18°21"
100"
9' 6"
3°,
14"
, 27"
:38"
_46
56
68"
78°
88 "
98"
18'
18"
18"
. 106"
10'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
21"
112"
166°
3"
14"
2T"
38":
'46"
58"
811<"
-78"
88"
.100"
110"
118"
124"
11'
3°
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
11'6" ,
- 3"
14"
.2r
;x::46"
:
56"
68"
78"
:88"
100"
110 ".120"
130"
136"
12'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
122"
126"
3 °'
14"
27"
38"
'46":5.>6"
'418"
';78"
88 "'
100".
109"
;122°
132"
: _
142" '
13'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
148"
13'8"
3"..
14"
27"
36"
46°.
58°
68"
:'78"
88"
100"
109"
122 "
134"
144"
154 ".
14'
3"
14"
27'
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
148"
160"
INTERIOR OF GARAGE
MAX WIDTH 16'O' +-
DESGN LOADS
+386.4 LEIS/FT SEE NOTE 2
96-394.4 LBS/FT
1! ■ ■!l-JU11
TABLE 2
PRODUCERENSED
as a"mpymg with to Pbda.
HetlNeg Codc
Acceptance X40 !
Expiry n
_ice=
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR 15 TRANSFERRED TO 111E VERTICAL 'TRAGIC.
FROM THE TRAGIC 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 VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+388.4 1.13S/FT & -394.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN
ROLLED FORMED. G-40 GALVANIZATION W/ BAM ON POLYESTER FINISH
5. DOORS UPTO 7'O' HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) S' R -TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TD TABLES 1 AND 3
ON PAGE 2
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGIS1RED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
(08. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURES DESCRIBED IN ASTA1 2330 -02. ASCE 7 -05.
AND BUILDING CODE PROTOCALS TAS 201, 202, 203.
9. THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE
A MINIAUTT OF 2 SPECIMENS SWILL BE CUT FROM EACH COI. AND TENSILE
TESTED ACCORDING TO ASIA E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 INES A
YEAR, THE MANUFACTURER SHALL MAR TO THIS OFFICE A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COLS AT THE MANUFACTURER PRODUCTION FACIUTIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PS OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
DOOR
I -EIGHT
SECTION FIGHTS
Btrn
82
1Ki
#4
115
813
#7
#8
14 Cr
. 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"
18"
21"
12 6"
21"
18"
18'
18"
18'
18'
18'
21"
120'
21°
21"
21"
21°
16'
. 21°
11' 6"
21"
21"
21"
18"
18'
18'
21"
11`0' :
21"
18'
18'
. 98'-
18'
:18"
21"
106"
21"
21"
21°
21"
21"
21"
104'
21°
21"
21 °..`18"
'.18'
21 °-
66"
21"
18"
18"
18"
18'
21"
170;
' 18"
18'.
18'
:18"
:18° :18!
85'
21 "21
"21
"18°21"
00" ,
21"
18'.18"..18"
.21"
7 6"
18'
18"
18'
18"
18"
7'Ot
21"
21"'
21"
21"
5 6"
21"
18"
18"
21"
T N Iii OF EMIG OAH
A ATHYOWW2FICIDH88 &RBI® SO
MAX 528
16 :14
DESIGN LOADS
+45.8 PSF
-49.3 PSF
LARGE MIME
IMPACT
RESISTANCE
a
TC
w 150.RATAGE COW VI16T0}8N.[", t1L, 87108 11W,KNRR5131
MEBL 960 HlliGTAGB (134 DA) 1000, 2000
®MODEL 655 OAK swan (24 04) woo, 2000
SHOSA, 1020, MBE, AND BRAD 846558
ST RUM DJ DAS NAM 803118131109
B mew AR WK c3/I4/co ll C- 9516 - 169 -26
Mat 110951 SWEDE PE IC to 01099 98EI 2 OF 396
®TABLE 4
Soot=
wan
00
1.a11
C56a33k1affioee
pdealat Ian Lee Edge)
PRODUCiSEMED eR07717f'i
let lei
610 01
9d
96
481
00
31h
9,1
BS
00
78
00
100
Shod
3321848408
71.684
01.78E
128
lam
30480 01.000
90.803
120
Bel
3169 80.000
8895
170
863.1
28.84448212
7202
9112
118.378
120
1519
93804.878
72030
84375
185.781
170
Bel
74.87848313
72000
88888
110.275
172
Shod
187#4033
73.000
90284
111728
122
Long
27.138 50084
78.000
34.918
118834
172
Bel
21178 45.083
73.000
98.238
121878
174
Shod
21.212 802310
74030
9.354
120.728
174
lam
91201464
14400
30418
118882
174
Bel
25.626 49.813
74000
38.180
U295
178
61340
78.3480870
78030
69.330
123803
126
lam
954051.170
75.033
31890
172290
12 8
Bel
93.124 80684
78030
33.48
12198
178
Shod
27.261 51.870
711800
100330
124.880
178
Lam
2820082103
78.060
03.900
19E03
178
Bead
21025 51.313
70430
100.688
125375
1710
Slot
9.803 8250
71403
101.780
19800
1Z 10
Long
28300 89.100
77.120
103.903
124.803
1210
Seed
9.1 .. 57.083
77.003
101.935
19.878
130
Shat
23.030 5303
78200
103.030
28400
170
Wm
30300 84.100
78400
181.900
78273
13'0 1
Bel
9.825 52.813
78.000
103.151
19.375
3 2
Shod
23.000 54400
79100
104400
9400
13 2
lam
31.200 2.100
7800
102.030
28800
132
Bees
79.128 53.533
7028
104.438
123.875
124
81340
2880 54.482
80800
105.20
31.203
134
lam
29800 54103
80000
12.120
13090
13'4
Bel
28028 54,313
2400
1232
131.375
128
Sort
28202.400
81400
1088=
132.=0
138
lam
302058=0
81.000
12.1=
131300
D�.�e�
467 ak� ...orbs oi01Lr1998a
118 �� (., "i S QOdB
AOoe55tae0 • • / i %f.
�j�Q' 'F'
13 6
Bel
9/9 68ffi1
81,000
103.638
132875
108 I
Mat
30=0 2403
32003
107.300
13390•
13'8
lam
3132 68548
8206
07.375
13272
138
Bead
9875 68813
9202
10812
134.98
., 3 . 4, , 1G7E
,
/��
13 7
St=
31.988 67.183
02610
108713
131499
1710
lam
3134 57.170
=400
10820
134.20
'4T/
1310
Bel
3019 2583
63.303
78495
138475
- .. . �� .. ��-
14'0
Sint
31.888 57.783
8382
118113138.98
14 0
lag
3390 81878
8442
109575
134.72
140
Geed
503987.313
6120
111883
137.375
14'2
Shat
32.754 93548
84.939
111413
137538.
142 ;
Lam
33.310 2.170
85000
110530
1388=
S:
OE9EP021 6:1�L4
14 2
Bel
31.19 6'8.081
5842
111.=8
198870
A
AMU POLOAPB8
93.!
144
Sat
323885812
85.28
112713139.4=
14 4
Long
34.310 2.170
%02
111250
19.62
YA0 St2E
18' 514'
DESIGN LOADS
+45.8 PSF
-49.3 PST
LARGE YISSIE
FACT
^
`la
9
14'4
Bet
3189 2813
0842
11812
140578
14'8
Shod
31.72252
83.00
111915141589
14'8
tam
353401.170
87400
11220013882
148
Bel
31.19282
87500
114.48141875
14 9
801
33180 30833
87539
110313
14.608
148
Lam
921844512
5842
08400
108.84131.138182787
145
Bel
3287800313
8042
11428143.378
1418
Shod
3320 81253
2.818
118813
44.218
1410
lam
21900 45.82
87.300
842
11072
13242
154.18
1210
Bet
33.19 8142
8820
115.28
144578
15 0
Shod
31818 81538
98.28
117538
145.938
130
long
2450048.6=
88300
03500
111.7=
1334301H160
190
8818
518981513
5330
11512
148376
152
Shod
34580 8252
80538
119219
147.403
RESISTANCE
182
lam
=90147500
88300
814=
112.700
134.480
1932:0
15 2
Bel
3,219 8452
91400
119.48
147.975
104
Short
2020 53.600
79300
130.800
13042
166500
154
lam
24.878 47.250
8.89
92.000
114315138.7212.19
184
Bel
3175 83313
91403
120.26
4375
J�M /�
r
138
Sob
24.43 4130
08.812
2803
115.72
1383/6
182884
158
teed
_
24.2847503
70205'
83.030
1147213841113.378
138
Bel
248947417
70588
8#061
118731138.8931
570
158
Sot
34.498 47524
70.812
94.030
117.18
140.95
163.584
18 8
Land
28803 48501
71330
91000
118 703
13840
12.12
168 CN0811Z COYIf Vd6YI0/ -8Mn1. BC. 8712 1NH
NODE, 660 IB3141'A0E (84 0A) 000. 8�
®110981. 666 0684 84103131 (24 OA) 1000. 2000
SHORT. LONG. P3A88. AND BEAD PANELS
181
Set
909 45.814
71418
, •
118.181
148.23
184884
15 7
Sot
942 4851
72512
85.603
117217
140.378
183360
1810
Lam
991 46.11'
71.24
2400
11112
3
140233
16172
1210
Bead
94918=4
71.82
8820
118197..14158181875
412
970
8
MU NN 94
6f
ONE 93/8/0.1
on yJ1�3
EONS µ,
i- 9J�s -)Sg-�
7' O
!303.1
9463¢ 4524
71812
8692
11875
143379
12.24
150
• toed
9530 80.803
7392
3806
118700
141.401
18112
180
Bel
2158,48417
7286
9820
118.788
143.82
101.375
89[9t IOW L SOME PE IL No OXEN
9EQ 3 O 3 ®