WS-10-1458Inspection Number: INSP- 150424 Permit Number: WS -8 -10 -1458
Scheduled Inspection Date: August 26, 2010
Inspector: Bruhn, Norman
Owner: RUIZ, ALFREDO
Job Address: 390 NE 107 Street
Project: <NONE>
Contractor: ACTSYS DOOR SYSTEMS INC.
Building Department Comments
REPLACE OLD GARAGE DOOR WITH A NEW
HURRICANE WIND RATED APPROVED GARAGE DOOR
Passed 7 16
Failed
Correction
Needed
Miami Shores, FL
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
August 25, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Garage door
Work Classification: Garage Door
Phone Number (786)586 -6786
Parcel Number 1122310130220
Phone: 305 - 229 -4007
Page 20 of 22
•
Submittal Fee $
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
1661Ps--'
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores. Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 201
Permit Type (circle):
Owner's Name (Fee Simple Titleholder)Nl((Q .. QOV k2. Phone # 36J - l -RSC(
Owner's Address Q 1\) 6 l0 ` - i Y �'k
lQu C,1i,B`
City " 1. (E State k \ ort.CL Zip
Tenant/Lessee Name Phone #
Permit Fee $
Electrical Plumbing
Job Address (where the work is being done) 'S4() j tC 1. Q- Skireek
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # - 2Z3 k, 1`) - O ZZ.2
Is Building Historically Designated YES NO
Permit No.
Master Permit No.
Mechanical Roofing
Zip -- s - S10.
.
•ontractors Company Name P± s , skims .— Phone # _ I ZZq - 1 1001
Contractors Address 2 S - Ve-cacP
City V State '9— ) &6- Zip - 33 k.
Qualifier Name Sa&L , v VA. , Phone # WC' Z2- - 460 1
State Certificate or Registration No. Certificate of Competency No. CL g
Type of Work: QAddition ['Alteration ['New
Describe Work: ► - ,,, S.C. 6 I_ 61 c - a 44
Notary $ Training/Education Fee $
Square / Linear Footage Of Work: 510
Phone #
.J Repair/Replace ❑ Demolition
CCF$
CO /CC
Technology Fee $
Zoning $
canning $ Radon $ DPBR $
and $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ ( • •••%-f
See Reverse side -+
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 iiistallation 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 permif 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. n such posted notice, the
inspection will not be approved and a reinspection fee will be charged
of
Owner o Agent . /}( Contractor
4e foregoing ent was acknowledged before me this"(, The foregoin instrument was�.acknowledged before e this �_
ess y of Mr 20 , by , day of 201.0, by ,
who is person ly known to me or who has produced FD L who is y known to me or who has produced
14,4- 0 oe►r As id ti and who did take an oath. as identification and who did take an oath.
NOTARY PUBLI C � S Z`'t - S - Se -6. 13 1c)
Sign:
Print:
My Commission Exp
APPLICATION APPROVED BY:
(Revised 02/08/06)
NOTARY PUBLIC:
Sign:
Print:
My Commission
1
1'PVj FRANCIS A REBELLO
EXPIRES June 16, 2012
4i
(407) 39 8-0153 FlorldallotaryServke.com
**i * ** * *** * ** * * **** **> Fir* ** ***** ** ** **** ** * * ***** ** 64043 B# * * ***filmlilAtigineteMailAB** **
_'_ MY COMMISSION # DD798265
EXPIRES June 16, 2012
70 Plans Examiner
Engineer
Zoning
•
•
......
•
Wind Load Door Measurement Sheet
Please send Completed information for each door via e-mail (preferred
fax, or post to:
E -mall: engineeringdept ( amarr.com
Please place "Wind Load Door Measurement" in the subject line.
?Fax: (336) 251 -1908 or (336) 251,,4901
1
Engineering Dept
Attn: Windload Door Req
-Amarr Garage Doors
165 Carriage Court
Winston - Salem, NC 2710
Required Dimens
1) Door Openings (Width x Height)
2) Mean Roof Height. Also known as average roof height. This Is found by taking the
distance of roof peak from the ground plus the distance of the eave from ground
and dividing the sum by 2. Example: 10' from ground to eave and 20' from ground
to roof peak has a mean roof height of 15' (20' +10')/2 =15'.
3) Measurement from door opening to the nearest corner of the building.
4) Building footprint (length and depth of building)
Photographs:
VC3 7 E 7 ' 7
• l5imensidrf #'1�
71 0G ri7 -177
SUS EGT 000,ntpt.tWCE'tin
STATrr.`
f /
re of building taken from the curb (or front of house).
showing door opening and the nearest corner of the building.
(e iM p UA
A
021d Pki
rmation:
Buil ing Owner 1A,ei oo - y Z
• •
......
• 1 - S A¢djest: -590 tee` • 1 0. 9 T e •. • �ty:?e l "f rew• �+v i2� State: Florida /-
• • • County:* ►Dade (146 mph Exposure C) ❑ Broward (140 mph Code:
•
ph Exposure C)
Door Opening: Width % x Height g � (Example 15' -6 ")
Mean Roof Height: i (( i ((_ tl . I S!�
" (p �q l 2_01 __. Z = `�
•••••
• • •. • •Diinensiori :24
••••• •
• .... • •
.. pimensjgn 3�
• • • • ...
•
...
•..Dimensi9n if) Building footprint sketch with dimensions.
• ...ci#parate .h�etm�-
Distance from door opening to nearest corner of building:
20
4104
r
GARAC! DOORS
Provide in space below or on
)vkc
i •
71%k 4N'
7P1
iyo"
2.1
06 -07 -10
• •
•
• • •• •• •••
•
•
•
• • . ,,
•
•
•
•
06 -07 -10
•
STRUCTURAL SOLUTIONS, P.A. Project No.: 10 - 002
5921 -G West Friendly Avenue Date: 7/30/2010
Greensboro, North Carolina 27410
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: 390 NE 107 St
Miami Shore, FL
Garage Door Width: 8 ft
Garage Door Height: 7 ft
Basic Wind Speed: 146 mph
Exposure: C
Mean Roof Height: 10.3 ft
Least Overall Horizontal Dimension of Building: 63 ft
Distance from building comer to edge of garage door opening: 2.2 ft
Roof Slope: any slope
Positive Design Pressure = 41.3 psf
Negative Design Pressure = -46.8 psf
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.
A he building and garage door measurements shown above were provided to Structural Solutions, P.A. by
• ' athrz.,• es ecalculations do not address the structural adequacy of the jambs or other supporting
ttcfto.' hese•calculations merely determine the Design Wind Pressures for the given garage door size
get �in geometry. The Building Official has final authority to determine the suitability of the actual
itionsjinepthe •garage door is located.
- u
0 14 0 _
• • ® g 943579 a
• o
F
'At/ z.
• - o 4, ,
Thomas L ® §W e rdine, PE
STRUCTURAL SOLUTIONS, PA.
Florida PE# 48579
Garage Door Windload Design Pressures
I�uv ent is only to be used in conjuction with Amarr Garage Doors
J:\2010 Projects \10 -002 Amarr 2010 Retrofit Doors\390 NE 107 St Miami Shore_FL\Garage Door Pressure Calculator.xls
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buldingcode
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 950/655 1000 & 2000 Steel Sectional Garage Door (9' wide)
APPROVAL DOCUMENT: 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 03/14/03, 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 sectionof
• • .t!i1 QA shall be cause for termination and removal of NOA.
• • LI1%IITATIQN:•1is approval requires the manufacturer to do testing of all coils used to fabricate door panels under
•tius,W tice of Acceptance A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM
• • t-81:1 a Dad: County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year,
• the manufact ? sisal]. mail to this office: a copy of the tested reports with confirmation that the specimen were selected
trial oils at 4ifetkanufacturer production facilities. And a notarized statement from the manufacturer that only coils
• • • withyield stttngltrf 32,000 psi or more shall be used to make door panels for Dade County under this Notice of
• • • Auc dtance. • • • • •
• ADVERTISBMEP4'r: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
• •
expiration date Maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
• • • ialttentirett.
• • ENTSPECTIQNJ e4 copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
• • $d'dviilable for inspection at the job site at the request of the Building Official.
NOA revises and renews NOA # 03- 0502.01 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.
MIAM -DADE COUNTY
APPROVED
MIAMI -DADE COUNTY, FLORIDA
MEI'RO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOA No 08 -0718.01
Expiration Date: September 4, 2013
Approval Date: August 28, 2008
Page 1
•
•
•
•
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
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 03/14/03, with revision A dated 06/11/08,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. TESTS
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
1. Wood jamb attachment to structure calculations, complying with FBC -2004, 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)
eg. • MATERIAL CERTIFICATIONS
••••
• 1. • : .1�b�e.
• •
• F. ST4( l 1
T NTS
•
• • • • • • 1 . .. • Statement letter of code conformance and no financial interest, issued by Structural
• • • • tolutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E.
• ••••
• • • • • .
• • G. OTAR
•
... 1... 4ptice of Acceptance No. 03- 0502.01, issued to Amarr Garage Doors, approved on
•
• • • • • •
• • .49/04/03 and expiring on 09/04/08.
• • •
•••• • • 1
to
E -1
ia
2l¢/ag
arlos M. Utrera, P.E.
Product Control Examiner
NOA No 08 -0718.01
Expiration Date: September 4, 2013
Approval Date: August 28, 2008
• • •••
•• •• •
• • • •
• • •
• • •
• • •••
•
• • • •••
• • •• •• •
• • • • • •
••• • • •
• • • • •
• • • • •••
•
13 GA GALV. COTERCINA
TIP ELLER BRACKET
ATTACHED VKA 1/4' x
8/6' HEX PER BRACKET
STILE
LOG17aN'
ADJUSTABLE SLIDE BRACKET
ATTACHED V /0D 1/4-20
5/8' TRACE BOLTS AND
14 GA DURASAFE AJUSTAHLE
ROLLER CARRIERS ATTACKED TO
3 5/8' 2208 11-71001 44/42)
1/4 X 586 1ER HEAD
3 3/4' 102
SIDE®1
1111 1 1►�►1 '04
I�� ►I r Ip�►i
G�►I 11=II L'��►Iihpt
IIII11111 11! =I*1111111k11I-II1C
386- DMA
ATTACHED V/ (4)
VY 85 $ HEX
TABLE 4 ON PACE 3
FDA STILE PLACE/ENT
9'-0' PAX
INSIDE ELEVATION
NT.&
TYPICAL DURASAFE END RINSE
N.1S
SMALLER)
CD 20 GA CENTER STILES
ATTACHED WITH 52
108-1. -LOO AT TFE TOP AND
BOTTOM RAIL AND ADHESIVE
TO D1TEFIMR FACE
ADJISiALL BLE R CARPER
BOLT 2 NIT PER BRACKET
3 5/3' RIGA R -TRUSS ATTACHED
V/ 4D 4/4'85/8'
HEX HEAD SCREWS AT
EJCJ4 (ENTER STILE
2 ID BALL STEEL
5' STEM PC.LER
14 GA DURASAFE
END HINGE ATTACHED
V/ 48) 1/4' x 5/8'
HEX HEAD SCREWS
ELLEN CARRION ATTACHED
TO DID STILE V/ CD 4/4' x 5/8'
DEC FEAR SOME PER CARRIER
2' 10 BALL STEEL r S STEN ROLLER
9' LEO SEEN ROLLS!
SLIDE LOCO ENGAGES IMO VERTICAL
TRACK a BOTH SEES 5/8' 604 MDFINNING ID 6112
36038. ASAP LATCH, CR LOCK BAR
OPTIMAL/ ATTACH V /42) 1/4' x
3/41EX HEAD SCREWS
20 OA GALV. STEEP. SID STILE
ATTADED WITH 47) TOG-1.
70 DOGS SKI) AND (R)
TOOT.4.00 AT THE TIP MID
BOTTOM RAIL
(1) PINT REIMER
PIN ROLLER
TYPICAL
4.7S
0 � R TRACK 1 .OBr
O) 1/4-80 x 8/81RAOK
SPLICE BOLT AND NUT PER CONT. 4FA11CA1. JAMB
JED BRACKET TRACK Mn11NTING 11FTAq ( NO.2 MUM/ e rns)
NTS
• ••.
• • 1464. DINISATE •
• mrtT0 .•
• • '• �I •
•
••• •
•
• •
• •
90 TMY
••• • • •
5111111C7IM 24 GA MO ENDER S•1
x 0-40 GALVA/ MATE11 AND
•
• • • ON POLYESTER FINISH
• • • • • • • • • •
• I .L • • ••• •• •
• • • • • • • DIMSAFE FLANGE • •
SEE CTABLE FOR STRUT 1 *2040 GE 0
P'
206A, STRUT
ATTACHED V
KM HEAD SCREWS
AT END MID CENTER
STILES
5/18' x 1 8/8' LAG
W PER
JM5 BRACKET
STILE STRIDERS C)
LOCATED IN HINGE IO.ELS)
IN TIP SECT= 13 .Y
HILES FIN STRUT
ATTACHMENT cr STRUT
IS imaniama
TYPICAL STILE STIFFENER O
N.T.S.
TYPICAL BITTEN BRACKET
NT.2.
V/
SECTION A —A (SATE VIFW)
87a
BITTEN BRACKET
14 KN ATTACHED
44/C0 V4' X 8/8'
HEX HEAD SCREWS WITH A
13 GA BRACKET SLIDER
118 CUMERMAL
FUTURE ATTACHED V/
(4)
1/4' x 5/8' HEX HEAD SCREWS
MANTA= SLIDE BRACKET ATTACED
V /KEN 1/4' x 1/B' BOLT MD NUTS
PER
2-TRUSS
3 5/1391 X ffi GA C3 5/8'
R- TRUSSI BALK STEE1. R -TRUSS
ATTACHED V/ C4) 1/4' x 5/8'
TED HEAD SCREWS AT EACH END
STILE AND El 1/4' x 5/13' KEX
HEAD SCREWS AT EACH CENTER
STILE
STRUT AT
=TIN PANEL
. STEEL RETAINER
801152 SEAL
43 WOOD JAMB ATTACHMENT TO STRUCTURE
1,P.11 1' "i .NK 1,1
8/18• x r LAO SCREWS MARIINO 6' FROM EROS 19418 24 0.0. (1 1/2' Fl 4T)
2 X 8 VDRIICAL JAMB ATTACOIFNT TA ROM AN IXINCRFEF
HETI KM DOLT 3/8' X 4' STARRED 6' FROM ENDS 19711 24' 0.0. (2 1/2' EMBEDMENT)
28 11 NOM 3/8' x 2 STARTING r FROM ENDS THEN 18' 0.0. (1 1/4'
DEMIMEN
ITIV/RANSET REDHEAD (TRUU -BOLT) 3/8' Y 4' SEARTW0 8' EROY DES THEN 24' 0C. (2
1/2' EMEEDMINT)
8 X 8 16RRCAL JAM ATTAINMENT TO r.-90 N IIAK
HETI SLEEVE ANOVA 3/8' X 2-3/4' STARTING S' FROM EMS THEN 18' 0.0. (1 1/4'
ITIV/MAIDT APART) 1/4"
16' 3/4' 8TARTI NO 6' FROM ENOS. 115E PARS OF
FASTENERS O.G(T 1/4' EMBEDMENT)
*LAOS AND DOLTS CAN BE COUNTERSUNK TO PROMOS A FLUSH 1101211U10 SURFACE
'll *PREPARATION Iffi 2052 �9T203/4'
4 1/3 ONCBASE N ANCHOR ALLOWABLE LOAD DIE 10 SHORT 181E DURATION HAS BEEN
MAX SIZE
9 x 14'
DESIGN LOADS
+81.1 PST'
--80.3 PSF
LARGE IMPACT
RESSTANCE
W FLAG BRACKET ATTACHED 10 V® JAMB
V/ CD 5/16 DIA X 1 -8/8' LAG BOLTS AND TO
KNACK V/ (4) I/4'-25 x 5/0 TRACK SPLICE
BOLTS AND NITS
„, i
�� SP IRE TRACKS AT INS LOCATION
LA0(BCI.4 JA16 TRAM TII SA 2 NUTS
1 11
ii
" TRACK SAUCE BOLT •NIT
11
ri
u
1) 2/16' DA x 1-8/3'
LAO BOLT ATTACHED 10 JAMB
AT EA JAMB BRACKET
12 011. GALV. SEETI.
JAMS BRACKETS
ATTACHED R/ (1) 1 l/4' -20 2 5/8'
SEE MILE 3) CPC PAGE B
JAMB BRACKET SPACING
PRODUCTREVESED
TRACK CCNP1WRATI&4 FOR 6'e' UP TO 14' TAIL COORS Ymo•hrhg4Plh1SDadds
addles Cade
REY 11308031 OFEVERS DAIS 91
A
#028012)2101 88OR91® 03-12ffi
21,„
D R I E R DIMS L 5291191E PE IL EL ME MB SMET 1 CF 3
148 COME COURT 4ANSTM - SAU34 142. EMS VWAI I
YODEL 980 HERITAGE (24 0*) 1000, 2000
earn 854 LO #�MISR, � 85485 P
98 WA BY OJ 0E O/O/a) Mit•• IETff8
B Nowt AN as mp4/03 !RC- 9509 - 180-21
DOOR
H E I G H T
TRACK ATTACHMENT
SPLICE
A
B
C
D
E
F
G
H
I
J
K
L
MN
EiliCAIMIIIIIIIIIII
S
6 ', 6 "
3 "
14 "
2 7"
3 8"
• 38 8 "
46 n:
5 6".
; , 6 4"
18"
21"
:3' °•,21"•21
7611
7 ' 6 " ::
LIE5115111BillEili
7 0"
7'
3"
14"
27 "
21"
46""
56"
68"
5 1/2"
16"
34"
52"
70"
2-r
, 1"
76"
7 '6 ".
3"
14"
:
38"
46"
5 6"
68"
78U ...
ME
Mil
9'
5 1/2"
13"
31"
82"
8'
3"
14"
27"
38"
46"
56"
68"
78"
21"
21"
21"
21"
21"
88"
8' 6 1'
8".
14".
27"
,.3$ ".
46"
:56",
,.68"::
78"
:88 ",
1121111511ta
18"
18"
58"'.
'79°
94"
100"
9'
3"
14"
27"
38"
46"
56"
68"
78"
88"
106"
124 1/2"
11'6"
0 lir
9' 6"
3
.14"
; 27"
. `
+ 6"
51"i"
;'68"
. 78"
.t ",
98"
37"
58"
79"
100"
1
10'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
Mai
148 1/2"
"yy
112"
10' ;6
3"
14"
;: 27"
. 8"
4f"
"
'
8"
;88"
100"
110"
'
5 1/2"
16"
11 8 "
124"
11'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
11' 6"
3 ",
14"
27"':
"
.46' ".
56 ",
; 68"
=. 7 '
88 ">
100"
:111 "
126 r"
.
1
136"
12'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
110"
122"
12'6"
3"
14" .
27" .
4 '
56"
=68"
: 78"
88"
100"
109"
1 2"
132"
1 "
148"
13'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
13' 8
3'"
14
:38 ,
48'
88"
.'78"
88 "
180"
; 109"
122"'
134"
144"
14'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100"
114"
122"
134"
146"
160"
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMEND
SECTION CONFIGURATION)
• •
TOP
#20
A
B
C
D
E
F
G
H
T
x: 5 1/2"
T
5 1/2"
18"
EiliCAIMIIIIIIIIIII
21•"
21 " :.
13 6"
??1"
®K'1ipa
21"
16"
37"
58"
18"
21"
:3' °•,21"•21
7611
7 ' 6 " ::
LIE5115111BillEili
18"
r 18"
18"
24"
8 ":
21"
'1,8"
I 1
8'
5 1/2"
16"
34"
52"
70"
2-r
, 1"
•ai
' 21" :
21"
FirtilliatItil
: 21"
Ella
21"
Ein
IMO
ME
Mil
9'
5 1/2"
13"
31"
49"
67"
85"
: 1$ "'
1 -'
100 1/2"
eikilliiiialMILACALAINIIIIMMII
10'6"
21"
21"
21"
21"
21"
21"
10'
5 1/2"
16°
37"
58"
76°
94"
21 "
112 1/2°
10''G"
1121111511ta
18"
18"
58"'.
'79°
100"
an
18°
1181/2"
11'
5 1/2"
16°
34°
52"
70°
88"
106"
124 1/2"
11'6"
0 lir
EllEill
8' 0" .
C
tom`
EMU
18"
21"
130.1/2"
12'
5 1/2"
16"
37"
58"
79"
100"
118"
136 1/2"
125"
UralliralEirraira
6' 6"
21"
La
106"
:.:124 ": `
130"
Mai
148 1/2"
"yy
3T'
58"
94"
112"
�� yy 13'
111M1101Eil
�51/2
l fa
�
ka 1' '
MillirEAN
14'
5 1/2"
16"
37"
58"
79" 100"
121"
142"
160 1/2"
• DO011
HEI &HT
; ; •SECTION HEIGHTS
Bfr '
#20
#3
#4
#5
#6
#7
#8
14' :0'`
21"
21"
2V.
. 217
21"
21"":
21•"
21 " :.
13 6"
??1"
21°
21"
21"
21"
18"
18"
21"
:3' °•,21"•21
".
'21
18"
18"
r 18"
18"
24"
8 ":
21"
'1,8"
18"
18"
18"
18"
18"
21°
I l 2""(1" • •
2-r
, 1"
-21"`
' 21" :
21"
, 1;8"
: 21"
11' 6"
21"
21"
21"
18"
18"
18"
21"
11!0 " ,
21
48"
i8'
: 1$ "'
1 -'
18°.
10'6"
21"
21"
21"
21"
21"
21"
101.0" :.
21"
21"
21"
18"
18
21 "
9'6"
21"
18"
18"
18"
18"
21"
9'.0"
18°
18"
18"
18"
18"
18"
8' 6"
21"
21"
21"
18"
21"
8' 0" .
21°
le-
18"
18"
21"
7' 6"
18"
18"
18"
18"
18"
7', 0" `
21"
21"
21"
2 1 ".
6' 6"
21"
18"
18"
21"
• • •.• • •
• • •• •. •••
• •
• • • ••• • • • •
• • • •S. • • •
TABLE 1
TABLE 3
• • • • ••• •
•
• •
• • •• • 4 ABLE°2 • ••
•
•
•
:•
•
INTERIOR OF GARAGE
DESIGN LOADS
+ MAX. 1 9'0" + -
111111111111
+230.0 LBS/FT SEE NOTE 2
® -271.4 LBS/FT
SPEORCADONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS 1RANSFERRED 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 VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT & -271.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED IMTH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN
RO1ED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 70" ISGH CO SST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R -TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 2
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL FILCHER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS
® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURES DESCRIBED IN ASTM 6330 -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 ASM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS 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 P51 OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE
GV 230FIX6 CF 91916 OAT 8(
A ARIES A 20760 IDE.83 *NI A1E0 18-12 -0199
MAX S
9
DESIGN LOADS
+51.1 PSF
-60.3 PSF
LARGE MISSLE
IMPACT
RESISTANCE
rr
165 CAMACE mw" WD41171-8"F". "e 52155 vw,a.RR.001"
MODBt. 950 WAGE (24 G!) 1000. 2000
®MODEL 655 OAK 81AORP ( 84 GA) /900. 2000 88086. 1.0171, FLASH. AL® BSAD PANELS
93: MME BY CU 06E 01/9/m RTES
8 066281 ME 086 43f1463 IRC -9509- 180-21
4*86 8640L MIME PE1G1nCOMB 9641 2 7 30
Section
Width
0»
Penal Type
Center Stile Location
(Measured from Left Edge) •
1st
On)
2st
On)
3rd
On)
81.0.;:.
Sbat
24,.512.
46000
_ ':
8' 0
Long
24.000
48.000
72.000
8'0
Bead
24.625
48.000
71.375
8
', SF1att``
24318 ..
.49:000
._, 7100684,
8' 2
Lang
24.500
49.000
73.500
8' 2
Bead
211125
49.000
72.875
8' 4 ;
<. Burt.';
., 24.080. '
•00:0001
, : IMO;
8' 4
Long
25.000
50.000
75.000
8' 4
Bed
25.625
60.000
74.375
5 :'
- $ ...
-- ::26 .,
51;
8 . 8
Long
25.500
51.000
76.500
8' 8
Bead
28.125
51.000
75.875
8';8 .:
•SSOrt :
26:959'.
52:000
'..4
8' 8
Long
26.000
52.000
78.000
8' 8
Bead
26.825
52.000
77.375
8' 10
$bolt-
27:034
..53.000. -
78.968. •
8' 10
Long
28.500
53.000
79.500
8' 10
Bead
27.125
53.000
78.875
.9':0
Short-
- 27.596
- 54.000 -`
80A04
9' 0
Long
27.000
54.000
81.000
9' 0
Beal
27.625
54.000
80.375
• •. • • • • • • • . . IP
• •• '•
• •
• • • • • . • • • • •
• • ••• • • • • •
TABLE 4
• •.. • .
• • • •• • .
• • • •
,, . • • • • • • •
'•' • • • • • • ■ •
•
••• • ••. • • •
• ••. • • • • • • •
• • . . . . • . • •
• • • • • ••• •••
20 O57ePM0 OF f&56UIS 2216 0T
A 11910001W?DP1MMnaB5.n03XIXO 03 -12-(6
MAX Sig
9 N 14'
DESIGN LOADS
+51.1 PSF
-60.3 PSF
LARGE MIS^1E
IMPACT
RESISTANCE
PSIUDUOTOOIYf3FD
�
00R Ol
165 CAROM COURT vp TehaALe4 MC. 1171O3 wvANNOLOPI
MODEL 950 1111361'AGE (24 GL) 1000. 2000
®MODEL 655 OAK SU100.'!P (24 GA) 1000, 2000
911OBT. 60540. P63r9B. AID BEAD PANES
SE MINN 11.1 WE 03603 ORA= MEG
B atam et ME NE 0365405 IRC- 9509 - 180-21
0108/1 11103 L 91BEIOtE PE IL g 036591 920 3 0r 3 0D