WS-14-2545Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-223596
Scheduled Inspection Date: January 15, 2015
Inspector: Rodriguez, Jorge
Owner: , B&L REALTY HOLDINGS LLC
Job Address: 170 NW 97 Street
Miami Shores, FL 33150 -
Project: <NONE>
Permit Number: WS -11-14-2545
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number
1131010250030
Contractor: JB GARAGE DOORS INC Phone: (305)751-3642
tiunaing uepartment comments
REPLACING 1 GARAGE DOOR
INSPECTOR COMMENTS False
January 14, 2015 For Inspections please call: (305)762-4949 Page 12 of 37
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
January 14, 2015 For Inspections please call: (305)762-4949 Page 12 of 37
BUILDING
PERMIT APPLICATION
StBUILDING ❑ ELECTRIC
Miami Shores Village
NOV 19 2014
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 -fir
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2010
Master Permit No.A S / y d% 7J
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR vim,
JOB ADDRESS: l Q tV W P-1 C+-.
City: Miami Shores County: Miami Dade ZID•
Folio/Parcel#:A��i 01-095 •- 00:10 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): %� °� E-- Q'e� �~ 7 A cA 1 !fW Phone#:�C1(c4
Address: � 0X.-) N w �' AAn P
City: kl i State: - Ft_ Zip: T X11
Tenant/Lessee Name: "�— Phone#:
Email:
CONTRACTO
R
: Company Name: ` -'s d ?a0t\_ Phone#: - 9.2;2-7670
Address:�.
JL
City: 1 0; A -1Q9 -h 6Q 4L --d✓ State: EVA- Zip: -3,3 0 l
Qualifier Name: ) mnPhone#: SOS—:22q-6 // �
State Certification or Registration #: Certificate of Competency #: Wao Mq 4 2
DESIGNER: Architect/Engineer: Phone#:
Address City: State:
Value of Work for this Permit: $ ,y� ° ®® Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New [ Repair/Replace
Description of Work: ri°pA_0,r' t; Cpcuragin Vkor
Zip:
❑ Demolition
Specify color of color
thru tile: r
Submittal Fee $ _0.00 Permit Fee $ 0, CCF $ `' � CO/CC $
Senning Fee $ ' � Radon Fee $ � � DrBPP,R�$ 2Lr� Notary $,
Technology Fee $ Q' Training/Education Fee $ ti ) Il) Double Fee $
Structural Reviews $ 22 Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable) _
Bonding Company's Address
City State
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and thaw oA will 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
O E rAGENT
The fofegoing instrument was acknowledged before me this
SO; day of�0�. 20 J, by
ikQW40l, DeVry who i ersona kno to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
as
The foregoing in nt �w,a"s°atc-knowledged before me this
B I ` day of �0 e'C . 20 1 4 , by
4®Q (be r4 , who is personally known to
me or who has produced as
identification and who did take an oath.
Print:
PUBLIC:
IAJ Ske• 0 ems'
Seal:
L(4M-1
MY COMMISSION #FF158014 Seal:
EXPIRES October 1, 2018rstateofS'ry PubNc arida
soFloridaN Service com M8ry6g( MUStelier
FYI# 1��
a�����**x�***a�*���t��x�*x�*�*x��x�x�*��*�*m*x�x�+��x*�a+��*e��x�*+�*a�x�xa���a��x�xx� � � •�x a�
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
an
NOV i' 2014
IWYY,�-1 IA MIN TPIAt 1131X -)V! T�, ,
Oct. 30. 2014 10:1 6AM
No. 2283 P. 1
iib. "".✓.F•y i
++�� .✓2 � �+r,,r.: �/4�p � `����y`aaa `/ / `�1yJ
CORY"ORATION
} �)��PL ••t tJL•C7':.,J' �_'CY � �1
CON'SULTING ENGINEERS & PRODUCT DEVELOPMENT
3t►Ilvn .QA!L1'A. J:&, S r GOmPONKNT S .c ICLADDI1�G
_-_ -----
`YIN,T)�STANI)ARI): ASCI ' -110, FRC 2070 T,!iuj N
GARAGE DOORS ONLY
County: Misimi Davie
gyind Speed: 115 MILE
Jtisk Category: If
rrpocure Ckegory : C
I. c:uent
2, Project Name:
:4. Project Address.
4. Building Height:
h
�Y
t.. • �' ' `"'�' � ... .._ _..... (Rmidcntial Ymjccls Duly))
i�1 Y STATF: '
(See Figure 1 altinvc) 5. Door Sicc::
MAXIMUM DE81GN LOADS FOR BT)ILDINGS EQUAL ORLTSS'I' M 25 F ' ;.T.
_F.AN
`AOOI '
III'.
YMBULMINONWITROOF SLOPN
_ -- D003iiiin_TH
F'1' 9 IT. 12 rr.
I'SF(-) PCF(t)PS6() P5F(+) PSI'(-)
a 1011M.IXEL, -,
- FOR
I--.-
_ 9 IrA'.
P51(F) PSI.*(-!
34,9 4$,4
35.3 45.9
35.8 46.5
36.7. 47.0
36.G 47.5
37.0 48.1
37.4 48.6
37.8 _49.1
38.2 49.7
B111.1 DING
_ .._�
9 FT.
1-'Sl'i1)
34.4
34.8
35.').
35.6
36•Q
36.4
36.8
37.9
37.6
WITH
_
.!
1'Sl'(-)
44.3
44.8
45.3
45.8
4G.4
46.9
47.4
47.9
48.5
ROOF
DOOR
_ J 2
PSUV)
33.0
33.4
_3_3.8
34.7.
34.6
35.0
35.4
35:1
36.1
Sl.tll'L+'
NYIDTH
FT
1'51-(-)
41.11
42.1
42.6
43.6
-33.2
44.0
44.5
45,0_
45.5
c10DI:CRIM,
16
i'SF{1)
31.7
32.0
32.4_
32.8
33,5_41.2
_33_.9
34.3
34.7.42-5
F 1 _
P°,F()
38.1
39.3
39.R
40.3
40.11
41.G
42.1
_
is
PSF(F)
31.18.
31.5
31.9
32.2
32.6
.3
33.3
_33.7
_34.1
r,T.
33.Z17
38.7
39.1
39.6
40.0
40,4
40.9
4i.3
^
J6
1 -T. 1-8
rT.
_
1'Sl'(I}
34.5
1!SI'M33.9
42.41.3
PS[(}
i S 38.1 49,7 37,3148.5
49.1
36.Q 45.5
36.4 46.1
41.9
50. 38.Q
39.0 50.9 3$.4
34.9
43.
497
36.9 46.6
35.3
43.42.3
18 39.5 51.5 38.8
_ 19 39.9 52.1 39.3
20 40A 52.7 39.7
50.7.
37.3 47.1
37,7 47.7
39.1 48.2
3_5.7
44.0 35.1
42.8
50.8
51.4
36.1
44.5 35.5
4 3. 2
36.5
45.0 35.9
43,7
21 40,8 53.3 40.2
5I.9
38.6 X48.7
37.0
3G.3
44.2
_ 2?. 41.3 53.8 40.6
23 41.7 54.41t4.0
52.5
39.0_ 4_9.3
37.4
_45.5
46,0 36.7
44.7
53.I
53.7
54.2
39.4 49.8
39,R 50.3
37.8
46.5
37.1
45.2
Y24 42.7 55..5
25 42.6 SS..9
39.2
47.0 37.5
45.7
46.2
38.6
50,2
38.0
49.0
36 i
40.0
35.0[43,51
43.0
34A
41.8
40.3 50.9
3R.b
47.5
39.0
50.7
38.4
49.5
36.9
46.5
35.4
34.8
422
Notes .- _ -
i
- h _ L'ave height for roof slope < 10 degree.
- 'Cable above shows moxl)mmi design load for shown bltilding he(, -,hr In end mne.
Igor tiny other conditions/:.olms, design loads to be evaluared on project basis
visdoimer, , V 32014
- 771ts dacmnent is not valid withow the embossed seal ofau engineer employed
visit byJ1-Haroaq Corporation
4 `4�
-No poi flon of this docmnent may be used or reproduced in any manner. JAVA,D A) f MAD, P.L.
(except, however, for that partion afAVCB 710 serfordi herein). E'1•# 7()5h2 EP CAN # 353R
1235 SW 87tH Avenue I h1bimi, hi, 331"14 IT: 30S.264.31001 F: 405.267..69781 wim.ufceugman I alfarooq Rfceng.coru
MIAMI•D�ADE
s MIAMI -I ADE COUW.y
PRODUCT COZ\I I'ROL SECtION
D ARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sf#eei; Room 208 . .
AFFAIRS (PERA) Miami, Florida 33175:.24-74
BOARD AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) WMY miamidade eoy/ne► n/
DAB Door Company, Inc. --_
12195 NW 9e Avenue
Hialeah Gardens, FL 33018
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 an Miami Dade County) and/or the AHJ (in areas otherthan 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 tbisproduct 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: 91- 4" Wide x 16' Eliigh Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with
last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.B., bearing the Miami Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County product Conrtrol Section,
A SSME 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 (NOAJ 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.
RENFWAL 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.
TER YWATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shaIl 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 # 11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2 as well as
approval document mentioned above. '
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 124110.06
MIAhRDADECID Expiration Date: August 9, 2016
Approval Date: March 1, 2012
0 Page I
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SMBUTTED
A. DRAWINGS
1. - Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last
revision F dated 10/13/2011, sheets 1 through 5 of 5, -prepared by AI-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted underNOA # 094128.04"
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 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. FIETI-08-2149A/B, dated 06127/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, ReportNo. HETI 08 T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
•j
"Submitted under NOA # 03-0210.0.4"
3. Test report on Salt Spray (Corrosion) Test pet ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/199811
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 09-0128.01"
I. Arichor verification calculations prepared by AI Fasooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E,
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting; Environment, aad Regulatory Affairs (PERA)
Cirlos AL I era, P.E.
Product Control Examiner
X0A Nlo.12-0110.06
Expiration Date: August 9, 201.6
E-1 Approval Date: March 1, 2012
M
DAB Door Company_
NOTICE OF ACCEPTANCE: EVIDENCE SUBS
E• MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SA13IC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
lm foam Expanded Polystyrene Insulation, approved on 11/29/2007 and expning on
11/29/2012.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dypl /201 O -Cl Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
"Submitted under NOA # 05-0228.02 j,
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002; dated 09/27/2004, sighed and sealed by
Rafael E. Droz-Sella, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Hxtrusion Material
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T2513 dated prepared
11/29/2004 signed and sealed by I. Ghia, P2.
7. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L, Doldan, P,E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed- by Javad Ahmad, P.E.
02 f �i/;Wl7
Carlos M. Ubw% P.E.
Product Control Examiner
NOA Na 12.0110.06
Expiration Date: August 9, 016
Approval Date: Mardi'1, 2012
E -2
DOOR HEIGHT CONSISTS OF
6'-6'
2 SECTIONS 18' 2 SECTIONS 21'
W-9"
1 SECTION 18" 3 SECTIONS 21"
W/ MIN. 5 TO 1 -SAFETY FACTOR
4 SECTIONS 21' -
I(3) 5" WIDE AT 7" O.C. MAX.
Y=6"
5 SECTIONS 18" -
7'-9"
4 SECTIONS 18'11 SECTION 21'
8'
3 SECTIONS 18' 2 SECTIONS 21 °
8'-3"
2 SECTIONS 19" 3 SECTIONS 21"
8'-6"
1 SECTION 18" 4 SECTIONS 21"
W-9"
5 SECTIONS 21" -
9'
8 SECTIONS 18" -
9'-3"
5 SECTIONS 18' 1 SECTION 21'
W-6"
4 SECTIONS 18' 2 SECTIONS 21"
9'-9'3
SECTIONS 18' 3 SECTIONS 21"
10'
2 SECTIONS 18`4 SECTIONS 21"
10'-3"
1 SECTION 18" 5 SECTIONS 21'
10'-6'
IS SECTIONS 21" -
10'-9'
6 SECTIONS 18' 1 SECTION 21"
1l'
5 SECTIONS 18" 2 SECTIONS 21'
11'-3"
4 'SECTIONS 18" 3 SECTIONS 21"
11'-6"
3 SECTIONS 18" 4 SECTIONS 21"
ll' -9"
2 SECTIONS 18' 5 SECTIONS 21'
12'
1 SECTIONS 18' 6 SECTIONS 21'
1 V-3"
7 SECTIONS 21' -
12'* -6"
6 SECTIONS 18' 2 SECTIONS 21"
12'-9"
5 SECTIONS 18' 3 SECTIONS 21-
13'
4 SECTIONS 18" 4 SECTIONS 21'
13'-3"
3 SECTIONS 18" 5 SECTIONS 21'
13'-6"
2 SECTIONS 18' 6 SECTIONS 21"
13'-9'
1 SECTION 18' . 7 SECTIONS 21"
1? i
SECTIONS 21.' -
1T-3'
6 SECTIONS 18' 3 SECTIONS 21'
14'-6'
5 SECTIONS 1 B" 4 SECTIONS 21'
14'-9'
4 SECTIONS 18" 5 SECTIONS 21'
15' •
3 SECTIONS. IB' a SECTIONS 21'
15'-3'
12 SECTIONS 18' 7 SECTIONS 21-
15'-6"
11 SECTION 18' 8 SECTIONS 21"
15'-9"
is SECTIONS 21" -
7 -
TOP FIXTURE 5-1/2" X 2-3/4' X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4 SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER STILE
CENTER STILE ]
�u v
z. N w
m
_W �
c�
Q2 N C5
a.
Lc
0v
0° m
0'a�(0 o
0aa�
0°�`'A
ao It
O N
n .s0�d
T
.158 DIA. GALV. AIRCRAFT'TYPE
CABLE & NICO -PRESS SLEEVE
ISI ISI
WAI ISI
�---►--A
W/ MIN. 5 TO 1 -SAFETY FACTOR
I(3) 5" WIDE AT 7" O.C. MAX.
OPTIONAL FLUSH FACE
'
� SII �lII
I��II I Ali
WOOD GRAIN DESIGN
120 SQ. IN,
6"X3"X0.1"
STEEL PLATE
MAX. DOOR WIDTH
WITH (2) J14 X 5/8" SMS
BRACKET
BRACKET
INSIDE ELEVATION
STD. LIFT DOOR LOW HEADROOM
RAISED PANEL EMBOSSED
DOOR
_.4
DOOR OPTION
7-7/8" X 3-1/8" X .010"
�u v
z. N w
m
_W �
c�
Q2 N C5
a.
Lc
0v
0° m
0'a�(0 o
0aa�
0°�`'A
ao It
O N
n .s0�d
T
.158 DIA. GALV. AIRCRAFT'TYPE
CABLE & NICO -PRESS SLEEVE
® I `�`
OPTIONAL V£NT
�---►--A
W/ MIN. 5 TO 1 -SAFETY FACTOR
I(3) 5" WIDE AT 7" O.C. MAX.
OPTIONAL FLUSH FACE
®
'OPENING AREA NOT TO EXCEED COLONIAL
DESIGN
WOOD GRAIN DESIGN
120 SQ. IN,
6"X3"X0.1"
STEEL PLATE
MAX. DOOR WIDTH
WITH (2) J14 X 5/8" SMS
BRACKET
BRACKET
INSIDE ELEVATION
STD. LIFT DOOR LOW HEADROOM
RAISED PANEL EMBOSSED
DOOR
DOOR OPTION
7-7/8" X 3-1/8" X .010"
CENTER STILE
PPLAATE
�(4) #14 X 3/4" SDS
DAB DOOR MODEL 824
MAX. SIZE 9'-4"
WIDE X 16'-0" HIGH
OUTSIDE
HANDLE] VI END STILE
n44
DESIGN PRESSURE
RATING = + 50.€3 PSI=
I
. - 60.0 PSF
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) $14 X 5/8' SMS
Q .18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
GENERAL NOTES
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE
2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR -STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL
. e i nAn nI IRA-nnu IUmnsF m IISFII IN nMr.N TIF ANf:NnRS INTn wnnn nbliv
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
l ngr. JAYIV Aj AD , .r , PRQDUCtREVISED
A-PE.N. 5 8592. �to1I "doY� iFI�
�► Ivo J 1 ��1
r..�l 0 YrodLid �as9trd
� DD
O
O C) Q
C2 LA
LLI
� Lei
g Z Wm
V) rn C2 1
0 o�
F O z
V) m°
04
I
11J V
q U C
§ O
C7 rc
21gl� R R44
O O
j C 0 7
P 1
1
q o
o a5` a
drawing no.
01-09
FOS CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE
0.55
EDG D:! DIST:!
.d •ad, 4• .e'j
i
I 1 1/2" MIN.
1-3/16-
1.94 X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/18" DIA. HOLES IN CENTER STILE
(FULLY THREADED) POSITIONED AT EYE LEVEL
ONE PER BRACKET
OPTIONAL SEN
BY DOOR INSTAL) ER
fl X 5/8" SMS 3 4" X 2" X 2-1/2" X 18 GA. STEEL
6 PER HINGE END STILE. CONNECT TO PANELS WITH
1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/18" ALUM RIVETS
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
END STILE aIVITH 3/16" POP RIVETS ® 12" O.C,
1-7/8" X 2-5/8' X .045" -STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16' RIVETS
POP RIVETS
!#14 X 5/8' S.M.S.
1 4/ HINGE
\ZV 7-1/2" X .050' GAW, STEEL I
2-1/8" X 1" X .078" CENTER HINGE
GALV. STEEL TRACK SECTION B-6
FASTENED TO TRACK PLATES 7/16' PUSHNUT
W/ 1/4-20 X 5/8" TRUSS HD. INSTALLED ON ROLLER SHAFT
SLOTTED M.S. & LOCK NUT
INTERIOR SIDE
7-1/2" X 3' X .071".
END ROLLER HINGE
24
3/11
FLAPS BENT OVER
1/2" PUNCHED
®4
4u
o
0
1
z i
0�
IL
0�
C°0w� o
0
0 °ce
o AD
3 >v
IL+ z
_Ind
-END STILE
a
co
ANCHORS,
O
o
n
A) 3/8" DIA. POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE
W
O
Q
LL
1-7/8" 91K EDGE DISTANCE
�
Z � 6
B) ,3,/8" DIA. HLC SLEEVE BY 'HILTI'
in
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
-�
rn
rjp I
�
1-5/8" MIN. EDGE DISTANCE INTO CONCRETE
0: q;w
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
O Z C9 La
CONCRETE f c = 3000 PSI MIN
U-)
EDGEC-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. Q N
DISTANCE
ae, sne .
n
ANCHOR TYPE A OR 8 p o
l(l) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING o Z a c
I I m C a= z
1.82" DIA. X .50"
NYLON/STEEL ROLLERS
W/ .44 DIA. X 4-1/4" STEM
1/4-20 SS BOLT & NUT
CIVIL
FLA. -PE,-17
C.A,N. 838
0
an comoft vd*lw f brwa
asaiwe 066
• 0 D 5
Br
pradn�t!Qooscol drawing no.
01-09
2" POP RIVETS
2-3/4' X 5-1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
_ FASTENED W/ (6) # 14 X 5/8" S.M.S.
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4' HEX HEAD
SCREWS & NUTS.
.o-
" X 1-5/8' LAG SCREWS IWO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
-1/2" X 4-1/4" X 13 GA. STEEL PLATES
M TO 1-1/2' X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
LUED TO PAAN4EL*AND FASTENED TO• STEEL
VERTICAL STILES WITH
(2) 3/16' POP RIVETS 2" X 5-1/2" X .104"
GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
x5/16" MEETING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
a_
N
K
0
co
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8' SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO' BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOITOM #BR4ACXKEST FASTMENSED
_ BOTTOM SEAL
.058 ALUM PLATE
WCTH 1/8' X 1" us, a 48" D.C.
SE�QNAA AND RUBBER WEATHERSTRIPPING.
m
u)
m
m
m
m
m
TRACK CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXflEEDING 8 FT. IN HEIGHT
it A 1
TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED To HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK" "
X .080"
SECTION A -A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
OPTIONAL. INSULATIONS.
HEIGHT
IST 2ND 3RD 4TH 5TH
B1
-
BY 'DYPLAST PROOUCTS LLC'
84
IF
B6
87 138
6'-0"
EPS -EXPANDED POLYSTYRENE
j
1"
11-3/4"
23"
34"
DENSITY - 1.05 PCF
56"
=
6'-6"
21" 18"
18" 21" N/A
N.O.A. #07-1107.06
0
23"
34'
45"
56'
OR
POLY-ISOCYANURATE
7'-0"
(�ISO-25
21" 21" N/A
1"
11-3/4"
23"
m
45'
56"
67" -
-
DENSITY a 2.0 PCF
18" 18" 18"
L
11-3/4"
23'
34"45"
N.O.A. #07-40301.10
56"
67"
8'-0"
21-118-118-
18" 21"
OR
'INSLIL.FOAM
11-3/4" 1
23' 1
34"
1 45"
56"
W LLC'
DENSITY = 0.92 ACF
N.O.A. #07-1016.07
a_
N
K
0
co
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8' SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO' BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOITOM #BR4ACXKEST FASTMENSED
_ BOTTOM SEAL
.058 ALUM PLATE
WCTH 1/8' X 1" us, a 48" D.C.
SE�QNAA AND RUBBER WEATHERSTRIPPING.
m
u)
m
m
m
m
m
TRACK CONFIGURATION
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXflEEDING 8 FT. IN HEIGHT
it A 1
TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED To HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK" "
X .080"
SECTION A -A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
IST 2ND 3RD 4TH 5TH
B1
B2
B3
84
85.
B6
87 138
6'-0"
18" 18"
18" 18' N/A
1"
11-3/4"
23"
34"
45"
56"
67" -
6'-6"
21" 18"
18" 21" N/A
1"
11-3/4"
23"
34'
45"
56'
67" -
7'-0"
21" 21"
21" 21" N/A
1"
11-3/4"
23"
34"
45'
56"
67" -
7'-6"
18` 18"
18" 18" 18"
1"'
11-3/4"
23'
34"45"
56"
67"
8'-0"
21-118-118-
18" 21"
1'
11-3/4" 1
23' 1
34"
1 45"
56"
67" 78-1/4"
*-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19" X 3.3' X .090'
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS.
RVA -26 -ax! I I 1 0 MORE.
i. CIVIL
FL16 RE # 705J2
QXN. 3538
LOW HEADROOM
DOUBLE TRACK
pg+OpUCi' >tEV1,SED
No 12— 16)
"ka6mAP 0&92
m co
O C3
O n
o L j r,0
CO
z � �
_ m
-j cn n I
Z m
O C7 u�y
v O z ,�
A
M
a
drawing no.
01-09
WOOO FRAME BUIL GS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
yD BUCK CONNECTION TO MASONRY_
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4- ULTRACON BY 'ELCO' WITH SPACING OF
20" O.C. INTO BLOCK WALL, WITH 2-1j4" MW. EMBED
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4° MW. EMBED
2-_if_2" MAIC.- ZDGI<_ DISTANCE
1/40 TAPPER BY 'POWERS' WITH SPACING OF
14" O.C. INTO BLOCK WALL, WITH 1-11r MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LDT BY TW WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
2" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
17" O.C. WTO BLOCK WALL, WITH 1-1 4" MIN. EMBED, 4" MIN. EDGE DIST,
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4° MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
RRP�iION OF JAMBS BY OTHER
JAMBS BY OTHERS
5/16" X 1-5/8"
LAG SCREWS
AT 12" O.C.
1-1/2"
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
ANCHOR SPACING
o
O
a
[]
ANCHORS
STRUCTURE
EMBED
SPACING EDGE DIST.
3/8" HLC SLEEVE BY 'HMI'
CONC.
1-1/4"
B"
—03
3/8" HLC SLEEVE BY 'HIL71'
FILLED BLOCK 1-114.'
IA) EA O I
8"
"
3/8" DYNABOLT BY '11W'
CONC.
1_1/2,r8"
2-
"3
318"
8" DYNABOLT BY 'ITW'
FILLED BLOCK
1-1
2
S"
3-3/4"
UB" POWER -BOLT BY 'POWERS'
CONC. 1
2"
8"
1-7/8"
13/8- SLEEVE -ALL BY SIMPSONS'
CONC. 11-1/2"
8"
EU
��
co
I
ti
W rq
Q a N c�
Qo
0
0 M
0 o
0 (L
0 or'
Q
re c
U.z�'
J B
4WD
it 00
CONCRETE f'c a 3000 PSI MIN. O O 3
5 16" DIA. BOLTS O .Z , Q o
C-90• GROUT' FILLED BLOCK fm = 2000 PSI MIN. F u'
U..,
WITH WASHER & NUT W 0ZdQ o
Lo
AT 12" b.C. IMAX. EDGE DIST. � m � J "
.-
OQ
• �z
CONT.
4"SLL2-ANG�X 14 GA
12 GA. GALV. STEEL o n
FLAT BRACKETS ::L3" LONG " �+
AT 12" O.C. IN DOOR OPNG, 0
AT 18" O.C. ABOVE DOOR OPNG. >°
CONNECTED TO CONT. ANGLECL
t 8
W/ (3) SPOT WELDS AT EACH SIDE 2-1/8" X 1" X 14 GA. Z
GALV. STEEL. TRACK
FASTENED TO TRACK PLATES
W/ (2) 1�4-20X5/8" TRUSS HD.
SLOTTED S. do LOCK NUT
'ryj n qa ro m �-
0 o M• o 'rji
ALTERNATE TRACK INSTALLATION
L co m c U O W ti
pROD XT IRE V1M c c
9r VIi. O' a+ 1n8 WJ* ft Flo idd I
FLA, PE 70592
CBudd
.A.IJ. ;530 ,
0�1 av a
drawing fl
r
01
o
O
a
[]
M
Ld >�
Ll
z } En N
—03
Q
IA) EA O I
CONCRETE f'c a 3000 PSI MIN. O O 3
5 16" DIA. BOLTS O .Z , Q o
C-90• GROUT' FILLED BLOCK fm = 2000 PSI MIN. F u'
U..,
WITH WASHER & NUT W 0ZdQ o
Lo
AT 12" b.C. IMAX. EDGE DIST. � m � J "
.-
OQ
• �z
CONT.
4"SLL2-ANG�X 14 GA
12 GA. GALV. STEEL o n
FLAT BRACKETS ::L3" LONG " �+
AT 12" O.C. IN DOOR OPNG, 0
AT 18" O.C. ABOVE DOOR OPNG. >°
CONNECTED TO CONT. ANGLECL
t 8
W/ (3) SPOT WELDS AT EACH SIDE 2-1/8" X 1" X 14 GA. Z
GALV. STEEL. TRACK
FASTENED TO TRACK PLATES
W/ (2) 1�4-20X5/8" TRUSS HD.
SLOTTED S. do LOCK NUT
'ryj n qa ro m �-
0 o M• o 'rji
ALTERNATE TRACK INSTALLATION
L co m c U O W ti
pROD XT IRE V1M c c
9r VIi. O' a+ 1n8 WJ* ft Flo idd I
FLA, PE 70592
CBudd
.A.IJ. ;530 ,
0�1 av a
drawing fl
r
01
N I
9
DOOR PANEL
24 GA. (.024) STEEL MIN.
x7/16" DIA. WASHER
#a X 3/4" SMS
a 3/8" FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
.@ 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX
175 X .062 DEEP
1/4" POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA JOS-0305.02.
175 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
X 3/4" SMS
0 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16' DIA. WASHER
DOOR PANEL
24 CA. (.024) STEEL MIN.
#8 X 3/4" SMS
0 3/8" FROM ENDS
AND 4-1/2" D.C. MAX.]
DOOR PANEL
24 GA (.024) STEEL. MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
I
i
i
I
I'
i
I•
21 3/4"
MAX.
l WDW. WIDTH
18 1/8"
MAX'
¢ o
In
15/16" MIN.
INSIDE ELEVATION
RAISED PANEL. EMBOSSED DOOR WITH OPTIONAL WINDOWS
.175 X .062 DEEP
/—GROOVE I
EXTERIOR
0_ co
O
O M
Lij Q�
Zvi c`dv
00 W to
to M I
F 0
w o
T
gr: JAVigD' rWMAD ' PJIGDJICT REV= �NMIPIYb* Oft
FLA FECI # 7092 t+lreFlot�dr+ I
Acbeptm+ea iVo % 0, 6
pal �di1 By
l pmdlx�Ct+tdtot drawing no.
01-09
.250
q
w
z ^
0 �
h� m
1.755
1.725
1.144
IL
ix
Ov �
rl
or M
EXTERIOR FRAME
* INTERIOR FRAME
a U) cc o
RIGID PVC ONE PIECE.INJECTION
RIGID PVC ONE PIECE INJECTIONuj
N
INSIDE ELEVATION
RAISED PANEL. EMBOSSED DOOR WITH OPTIONAL WINDOWS
.175 X .062 DEEP
/—GROOVE I
EXTERIOR
0_ co
O
O M
Lij Q�
Zvi c`dv
00 W to
to M I
F 0
w o
T
gr: JAVigD' rWMAD ' PJIGDJICT REV= �NMIPIYb* Oft
FLA FECI # 7092 t+lreFlot�dr+ I
Acbeptm+ea iVo % 0, 6
pal �di1 By
l pmdlx�Ct+tdtot drawing no.
01-09