WS-14-1388Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-214970
Scheduled Inspection Date: July 14, 2014
Inspector: Rodriguez, Jorge
Owner: RICHARDSON, LINETH
Job Address: 150 NW 102 Street
Miami Shores, FL 33150 -
Project: <NONE>
Contractor:
MARKO DOOR PRODUCTS
esuuamg uepartment comments
REPLACE GARAGE DOOR
Permit Number: WS -6-14-1388
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number (305)751-2531
Parcel Number 1131010230130
INSPECTOR COMMENTS False
Phone: (954)587-1011
July 11, 2014 For Inspections please call: (305)762.4949 Page 13 of 26
Inspector Comments
Passed ' ®r -
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
July 11, 2014 For Inspections please call: (305)762.4949 Page 13 of 26
cry,
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
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 150 N.W. 102 STREET
E JUN 2.7 2 14
FBC 20
Permit No.
Master Permit No. ,3
1 1 �h
City: Miami Shores County: Miami Dade Zip: 33150
Folio/Parcel#: 11-3101-023-0130
Is the Building Historically Designated: Yes NO NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): LINNETH RICHARDSON Phone#: 305-751-2531
Address: 150 N.W. 102 STREET
City: MIAMI SHORES State: FL. Zip: 33150
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: MARKO DOOR -PRODUCTS Phone#: 954-587-1011
Address: 5320 ST. RD. 84
City: DAVIE State: FL. Zip: 33314
Qualifier Name: RONALD M. PERRY Phone#: 954-5R7-1011
State Certification or Registration #: N/A Certificate of Competency #: 05BS00698
Contact Phone#: TOM Email Address: tom@markodoor.com
DESIGNER: Architect/Engineer: N/A Phone#:
Value of Work for this Permit: $ 1,225.00 Square/Linear Footage of Work:
Type of Work: ❑Addition DAlteration DNew lfiRepair/Replace ODemohtion
Description of Work: REPLACE 1-8'x76" GARAGE DOOR
Color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ TraininWEducation Fee $
Double Fee $ Structural Review $
CCF $ CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ ��.��
I 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
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 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 deli ed to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be o ed at the job sit
for the first inspection which occurs seven (7) days after the building permit is issue the absence of s posted notice, t
inspection will not be approved and a;] ection fee will be charged.
SiLynature `' a! /� abirr.
Owner or Agent p. tr. ctor
The fore goin instrument wa ac� wledged before'' me this690- The forego instrument was�Xacowl ed befor me this �r�
day of V , 20 / yam-/ /V71r rl/ k/
:L/4 � of � � , 20 f�
who is personally known to me or who has produced o -is personall Yknown tom r who has produced
/?-Zk3,J�,44-6 entcation and who did take an oath.as idenhfi��+��n-an,t-
s
NOTARY PUBLIC:
Sign:
Print:
DAVID F. CIBRIAN
Comml1�n # FF�8501
Ir2rb9cember 18, 2017
My 6mmission Expires: /,=;z —/,g / 7
APPROVED BY
'3/a Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
NOTARY
Sign:
Print:
r
My Commission Expires:
Zoning
MARKO DOOR PRODUCTS
"Gasge Door Speda&*"
• www.markodoor.com
CONTRACTOR: MARKO DOOR PRODUCTS HOMEOWNER: LINNETH RICHARDSON
5320 ST. RD. 84,x,_ 150 N.W. 102 ST.
DAVIE, FL. 33314MIAMI -SHORES, FL. - 33150
954-587-1011JllN 2 201 'i 305-751-2531
954-587-4588 FAX I
tom@markodoor.com
\40'
0000..
0000..
0000
0000
0000..
'ALE • • • •
0000.•
• • .
8'x7'6"
GARAGE
DOOR
.14or_
0000
0000
0000
•.• s
0000.•
•
0000
•
0000
28"8' --7 . 28"
Residential / Commercial Garage Doors - Electric Openers - Sales & Service
5320 W. State Road 84 - Davie, FL 33314
Broward (954) 587-1011 - Dade (305) 947-7639 - Fax (954) 5874588
v
Jun 20 2014 206PM HP Fax MARKO DOOR 9545874588
6-1
page 2
w use
ALmFAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
'XVIlVD LOAD TABLES FOR CO]VIPON>NTS &CIt LADDING
WIND STANDARD: ASCE 7-10, BE MR EDTMON
GARAGE DOORS ONLY
County : Mtaml Dade
'Wind Speed 175 MPH
R9s>; Cs�goiy : II .
Xvoeare Category: C
1. Client MARKO DOOR PRODUCTS
2. Project Name LINNETH RICH ARDSON RESIDENCE
3. Project Address: 150 N.V._ -102 STREET
(Residential Projects Only)
Soso
alit• •�• SSSS SSSS:•
• (fjr •• • SSSS •
4. Buiid ng Hiddght: 12' MEAN (See Figure 1 above) • • • • • '..' ....:.
•'Goose
-MAXIUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THW 23 FEET; • . • e •
MEAN
FW BULMD10 VVrrH ROOF SLOPE> 18 DEGREE
FOR BQL1D1111G Wi
SLOF <
•
ROOF
DOOR WIDTH
OTB
• •
wr.
8 FF.
9 Fr. •
'12..
16 F7:
18 F r.
8 FT.
9 Fr.
• 16
.
18 FT •
+
M -
P9F *} PSFt) PSI: t PSR - PSF(-) MR -1 PSF t
PSF() PSF -
P&F(-) PSR--
PSFt-
PSS(+)
-1 FS
t-
PS
15
16
38.1
38.6
SO
7.5
8.0.
48.5
49.1
36.0 45.5
36A 46.1
345.
349
43 5
43.0
33.9
34.3
41.3
41.8
349
35.3
45.4
459
34.4
34.8
44.3
44.8
33.0 41.b
3 A. 4 1
3 '7
32A
389
3I.
31.
37
3'8
17
39.0
.9
8.4
49.7
369 46.6
35.3
43.3
34.7
42.3
35.8
463
35.2
453
33.8
42.6r
3Z4
39.8
-31.9`
38.7
18
393
51.5
38.8
50.2
373 47.1
35.7
44.0
35.1
42.8
36?
47.0
35.6
45.8
34,2
43.0
32.8
40.3
32.2
39.1
19
39.9
52.1
39.3
30.8
37.7 47.7
36.1
44.5
35.5
43.2
36.6
473
36.0-46.4
34.6
43.5
33.2
40.7
32:6
39.6
20
40.4
52.7
39.7
51.4
38.1 48-7
363
45.0
35.9
43.7
37.0
48.1
36.4
46.9
35:0
44.0
33.5
41.2
33:0
40A
2t
40.8
53.3
40.2
51.9
38.6 48.7
37D
45.5
36.3
44.2.
37.4
48.6
36.8
47.4
35.4
443
33.9
41.6
33.3'
'40,4
41.3
53.8
40.6
52.5
39.0 49.3
37.4
46.0
36.7
44.
3 .8
49.1
37.2
47.9
35.7
45.0
34.3
42.1
33.7
40.9
33
41.7
54.4
41.0
53.1
39:4 49.5
37.8
46.5
37.1
45.2
383
49.7
37.6
48.5
36.1
45.5
34.7
42.5
34.1
41.3
24
42.2
55A
41.5
53.7
39.8 50.3
38.2
47.0
37.5
43.7
38.6
50?
38.0
49.0
36.5
464
35.0
43.
34.4
41:5
?5
42.6
55.6
41.9
54.2
40.3 509
38.6
47.5
37.9
a6.2
39.0
50.7
38.4
49.5
36.9
46.5
35.4
43.5
34,8
42.2
Notes. -
.
h - Faroe height for roofslope <_ 10 degree.
- TWO aAmw skmrs marlinuar design load 0 sho"- building height in end:one.
For aril, other eandrtionp -ones design loads to be evaluated on project basis JUIV 32014
D1ccLimer :-
- This donwent is not ralld tirrtkaut the embossed seal O,tefn engineer eurplotud
b1- .41-Ferrooq Cvrparutlan
- No portion oJ'this document Aun, he used or reproduced ht tuty manner. dAVAD AHMAD, P.B.
fercept. hme erer. Jnr their pnrrirrn tifA�tSCE --1 d .ret.tbrth herein). FL# 70593 EB C°AN a;3538
1235 SA' 87th Avenue E :ltianti. FL 331741 T: 303.261.8100 I P: 305.262.6978 I www.efeeng.com I -alfarooqtif afeeng mns
M AM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY i 1805 SW 26 Street, Roam 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) _www.miamidade gov/1er9
DAB Door Company, Inc.
12195 NW 981h 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 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. 000000
DESCRIPTION: 9'- 4" Wide x 16' High Steel Sectional Garage Door w/ Wind; iii O ti• u • 00 •'' 00
8 8 iY )� P �$... -
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door",*t1d-02/01�Opi,00avith ...00009
last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq C Jt btfidon, signed and 00.00 • •
sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revisW %tamp $+ftji ft •
Notice of Acceptance number and expiration date by the Miami -Dade County Product• Vontrol Sectfoon. 60:908
0-00000 000 0 00000
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. 00 000000
LABELING: A permanent label with the manufacturer's name or logo, manufact: 144 Uldress, mddel •,
number, the positive and negative design pressure rating, indicate impact rated if a&lieable, insLlk&n '''. • •
instruction drawing reference number, approval number (NOA), the applicable tesikArds, Ad the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door;%S;de track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or 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 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 # 11-0119.21 and consists of this page 1 and evidence pages E -I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.1Z-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
(j7�21
�24 J7r Page 1
DAB Door Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 under NDA # 09-0128.04"
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 Enginowing &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/2?J20A sijr;0 ad
sealed by Candida F. Font, P.E. • • • •
"Submitted under NOA # 09-0128.04" ...
2. Test report of Tensile Test per ASTM E 8, Report No. HETI OUZ142, priphodby
Hurricane Engineering & Testing, Inc., dated 12/23/2008,•%1pCd and•V*d
Candido F. Font, P.E. " " • •
43
•....•
.....
y.
b o
...
•....•
. . . . ......
"Submitted under NOA # 03-0210.04"966669
Test report on Salt Spray (Corrosion) Test per ASTM B 117 of aitaitted 6-40steel :*Go*:
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 04.7/1998,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq 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, and Regulatory Affairs (PERA)
0221Zv1z-
C rlos 1W. Iftrera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E-1
DAB Door Comuany, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC 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
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring 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
Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submitted under NOA # 05-4228.02" • • • • • • • • • •
5. Test Report on Accelerated Weathering Using Xenon Arc Light .. t3Vp1AratU8.1ntper •,
.. ... ......
ASTM G155 of "PVC Extrusion Material", prepared by Hurri .an�e;Vpgineerin.g 8c •
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, sigpr and sealed by ; • • • •;
Rafael E. Droz-Seda, P.E. 666660
.. .....
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrustq ftteriaYbourr9pared• • • • •
by Hurricane Engineering & Testing Inc., Report No. HETI 044251, dated ' • """
11/29/2004 signed and sealed by I. Ghia, P.E. • ; '0000:6
7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smdltd 13dnsity.
Test of "REHAU non -foam PVC extrusion material", preparedbylk Labogmeries, :9000:
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. > Milan, 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.
00.11 1Z
Carlos M. Utrera, P.L.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016 "
Approval Date: March 1, 2012
E -2
7-
158 DIA. GALV. AIRCRAFT n
& NICO -PRESS SLE
W MIN. 5 TO 1 SAFETY FACT
8"X3"X0.1"
STEEL PLATE
WITH (2) $14 X 8/8" SMS
CENTER STILE- d
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8' X 3-1/8" X .010°
STEL PLATE
WITH (4) #14 X 3/4" SDS
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
it a]
S„M,
LOPTIONAL VENT L -"- A o O 3
(3) 5" WIDE AT 7" O.C. MAX. `OPTIONAL FLUSH FACE Z
bPENING AREA NOT TO EXCEED WOOD GRAN DESIGN LD N
120 SQ. IN. COLONIAL DESIGN In
MAX DOOR- WIDTH = F
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
,I v LOgC BAR GUIDES
luJ/ T. NSTAILEO ON END STILE
WITH (4) #14 X 5/8" SMS • • • • • • • • • • • •
" g FT X .6W LOCK BAR • 00
• • • • • • • •
ONENGMES IN NDE OAF DOOR • • • • • • • 9 ERA(• NOTES
EACH• • 49 iiIS PW*UCT WS Bg]V 8WV4� AND TESTED- TO COMKY WITH THE
OUTSIDE KEYED LOCK REOUIRFMENTS OF THE,FLOBiOA BUILDING CODE 2010 EDITION INCLUDING
LOCK BAR LOCKING SHOWN HIGH VELOCITY HUMWML-ZONE
ALTERNATE TO LOCKS MOWN ABOVE P- ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
• •
ANCHOR O ENNTO TO BASE MAT RIAL SHALL BE BEYOND WALL
Co
• • • • • a ACL BOL . NUw WA" %jU: ZINC PLATO CARBON STEEL.
• • • 4. MGCHORNG OR LOADING CON•ITIONIS OTHER THAN THOSE SHOWN N
• • •THM DETA49•AREONOT PART OI•THi* AFOROV/AL
• • a A LA"PATIO)PINCRUSE LS' %W N ftGN OF ANCHORS INTO WOOD ONLY.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
DESIGN PRESSURERATING m + 50.0 PSF
a
- 60.0 PSF
--jVs PRODUCT IS RATED FOR LARGE MISSILE NdPACT
Y
GIV�I; 7�. 000arytTing wL6me Plalid4 4
AX.
drawing no.
v ®� 01-09
M
ILII ILII I -II
A e
I ��'
it a]
S„M,
LOPTIONAL VENT L -"- A o O 3
(3) 5" WIDE AT 7" O.C. MAX. `OPTIONAL FLUSH FACE Z
bPENING AREA NOT TO EXCEED WOOD GRAN DESIGN LD N
120 SQ. IN. COLONIAL DESIGN In
MAX DOOR- WIDTH = F
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
,I v LOgC BAR GUIDES
luJ/ T. NSTAILEO ON END STILE
WITH (4) #14 X 5/8" SMS • • • • • • • • • • • •
" g FT X .6W LOCK BAR • 00
• • • • • • • •
ONENGMES IN NDE OAF DOOR • • • • • • • 9 ERA(• NOTES
EACH• • 49 iiIS PW*UCT WS Bg]V 8WV4� AND TESTED- TO COMKY WITH THE
OUTSIDE KEYED LOCK REOUIRFMENTS OF THE,FLOBiOA BUILDING CODE 2010 EDITION INCLUDING
LOCK BAR LOCKING SHOWN HIGH VELOCITY HUMWML-ZONE
ALTERNATE TO LOCKS MOWN ABOVE P- ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
• •
ANCHOR O ENNTO TO BASE MAT RIAL SHALL BE BEYOND WALL
Co
• • • • • a ACL BOL . NUw WA" %jU: ZINC PLATO CARBON STEEL.
• • • 4. MGCHORNG OR LOADING CON•ITIONIS OTHER THAN THOSE SHOWN N
• • •THM DETA49•AREONOT PART OI•THi* AFOROV/AL
• • a A LA"PATIO)PINCRUSE LS' %W N ftGN OF ANCHORS INTO WOOD ONLY.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
DESIGN PRESSURERATING m + 50.0 PSF
a
- 60.0 PSF
--jVs PRODUCT IS RATED FOR LARGE MISSILE NdPACT
Y
GIV�I; 7�. 000arytTing wL6me Plalid4 4
AX.
drawing no.
v ®� 01-09
FOR CONNECTION OF WOOD SICK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE
0.55 S.C. 0 y -Ta
f.l- —11;MIN.
I 1.9' X 2.19" X 3.3* X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
.024° STL PANEL
OUTSIDE OF
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH I I BY 'SCHLAGE SECURITY HARDWARE'
r6/18" X 1-5/8" LAO SCREW INSTALLED IN 9/18" DIA. HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED qT, EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
_ #14 X 5/8" SMS3 4" % 2" % 2-i 2° X 18 GA. STEEL
8 PER HINGE 9D STILE, CDNN�CT 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 WITH 3/18" POP RIVETS 0 12" O.C.
1-7113 X 2-5/8' X .045" STEEL.
C ER STILE, GLUED AND RIVETED
I TO PANEL W/ (4) 3/18° RIVEIS
POP RIVETS ]�
r 4/4HINGt 8° SM.S. / \
24
3/11
FLAPS BENT OVER
1/2" PUNCHED
® 4
B
SPACING
`�"--- "-20 SS BOLT & NUT
a
7-1/2° X .050° cALv. STEEL • • • • • • • • • •
6$
// ITER HINGE • • • • • 7 i/ 0�1' 0 m v o m
2 OALV. XSTEEL TRK • • • • �°
FASTENED TO TRACK PLATES 7/18' PUSHNUT AGEON Bs8 • • • • • • • • 1.82° DIA X .50"
W/ 1/4 -TE % 5/8' TRUSS ND, INSTALLED ON ROLLER SHAFT • • • • • • • • • NYLON/STEEL ROLLERS q
$LOTTED M.S. & LACK NUT • • 000 • • • • • • • W/ .44 DIA. X 4-1/4' STEMy, pApD�•p8V18�
INTERIOR SIDE cLatL •v�ew➢9Ltl•IFTatIs q
FIA. PE
d 70392 .
38� 1 06 k
• • • • • • • • • • ! �7c•tmldrawing no.
. .. 01-09
sheet 2 of 5
1 -END
STILE
Do
ANCHORS;
o
$
M
A) - pLT
.EMBED
ONCREfE
c
W
C7
W M
'Q
-7 D STANCE
•
• •
•
• •
1-1/4' MI BED
CONIC
OR FILLED BLOCK
•
rn p I
••
1-8/8' DI
I
CONCRETE
••
•••
•
4° MIN. E D ANCE
BLOCK
F
O 3i
EDGE
CAN rcPSI
C- GROUT FILLED
MI
LOCK P
2000 PSI MIN.
U
y
-
N--=-�
`LSTANCE
-
- -
-
B
SPACING
`�"--- "-20 SS BOLT & NUT
a
7-1/2° X .050° cALv. STEEL • • • • • • • • • •
6$
// ITER HINGE • • • • • 7 i/ 0�1' 0 m v o m
2 OALV. XSTEEL TRK • • • • �°
FASTENED TO TRACK PLATES 7/18' PUSHNUT AGEON Bs8 • • • • • • • • 1.82° DIA X .50"
W/ 1/4 -TE % 5/8' TRUSS ND, INSTALLED ON ROLLER SHAFT • • • • • • • • • NYLON/STEEL ROLLERS q
$LOTTED M.S. & LACK NUT • • 000 • • • • • • • W/ .44 DIA. X 4-1/4' STEMy, pApD�•p8V18�
INTERIOR SIDE cLatL •v�ew➢9Ltl•IFTatIs q
FIA. PE
d 70392 .
38� 1 06 k
• • • • • • • • • • ! �7c•tmldrawing no.
. .. 01-09
sheet 2 of 5
•
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•
• •
•
•
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•
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••
• •
•
••
••
•••
•
•
•
•••
•
•
0
0
to
POP RIVETS
2-3/4" X 5-1 2" X 3" X .104" 5/18" X 1-5/8" LAG SCREWS INTO WOOD OR
GALV. STEEL / / 5/16" SLEEVE ANCHORS
/TOP ROLLER BRACKET (DOUBLE) _ WITH 1-1/4" EMBED INTO MASONRY e
FASTENED W/ (6) # 14 X 5/8" S.M.S. _ 3 PER BRACKET
090 THK. GALV. STEEL ADJUSTABLE 2-1/2' % 4-1/4" X 13 GA. STEEL PLATES
SLIDE FASTENED TO BRACKET
Sf8 X 3/4° HEX HEAD = - WELDED TO 1-1/2" % 1-1/2' X 14 GA. ANGLE
M. SCREWS & N FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL SIRES WITH
(z) 3/16- POP RIVETS 2' X 5-1/2" X JEEL
FASTENED W/ (4) / 14 X 5 8" SETA -9.
TOP ROLLER B EI FOR
LOW HEADROOM DOOR OPTION
HORRONTAL REINFORCEMENT
1/2" X 1-3/4' X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/18° POP RIVETS
5/16" MEETING HIS
1.82" DIA. X .50' ROLLERS
1 �W/ .44 DIA. X 4-1/4' STEM
OPTIONAL INSULATIONS.
EPS -EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.O.A. #07-1107.08
OR
ISO -25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.OA #07-0301.10
OR
DENSITY - 0.92 PCF
N.OA ®07-1018.07
IED SLEET. PANEL
0
= 34 KSI
12 OA. GALV. STEEL
WO TO BIB aKx js
BOTTOM SEAL
088 ALUM PLATE
WITH 1/8' X 1" $.MS. • 48" O.C.
AND RUBBER WEATHERSTRIPPING
Fr
HORN. TRACK SUPPOR'
CENTER SUPPORT REDD. ON DOOR
EXflEEDING 8 FT. IN HEIGH
II A 1
a—J
HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12'
GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
RACKET
BI
WITH TWO WELDS AT 1-1/2" APART
Ill A�
FIRST AT 3" O.C.
�Y
REST AT 9' O.C.--
,
CONNECTED TO FLAG BRACKET ANGLE
Z n
W/ 3/8-16 X 3/4" SOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
C
(2) 1/4-20 X 5/8' BOLT & NUT
67" -
6'-6'
21" 18' 18" 21" /A
1"
11-3/4"
GG
34'
45"
IL
67" -
7'-0'
It O ud
VERTICAL TRACK
2-1/8° X 1' X •�" SECTION A—A
C r
V o
g4 r
Q z"�
Q ME 0
PLACEMENTS
DOOR + SECTION HEIGHTS I
10GHT 1ST 2ND 4TH S
BI
82
B
B3 84 85 86
B7 _ BB
6'-0"
1B" 18" 18" 18" N/A
1'
11-3/4`
23"
34"
45"
56'
67" -
6'-6'
21" 18' 18" 21" /A
1"
11-3/4"
23"
34'
45"
56'
67" -
7'-0'
21' 21" 21` 21' NTA
1°
11-3/4"
23"
34'
45'
56"
67' -
Z-fi..
- -T8' - T8"
23` ,
_ 34"
4r
- 56' ---
- s7- -- 78-.I74"
8'-0"
21" 18" 18' 18` 21'
1'
11-3/4"
23`
34°
45'
b8"
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.
X2.19"X 3.3'X.090'
a. TRACK BRACKETS
/18" HIGH
NECTED TO TRACK WITH
1/4' BOLTS & NUTS.
•• ••• • • • • • ••
• • •• • •• • • •
• •• • • • • ••• •
•• ••• •• • • • ••
.
...
....
.
.
...
.
.
.
....
. • •
. . .... . .. .
. .. .... . ....
.... . . ... . .
VERTICAL U HIGH LIEF STANDARD LIFT LOW HEADRODM
JDOUBLE TRACK
Dnu
FLA.
A. PF 3838502
A
O �
0 I•�j
0 r7
Lu
OD b
gz m
CLIl a
U) Obi
rowing no.
01-09
WOOD FRAME BUILDINGS
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
ROOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING ZTRUCTURF--
( WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
6ROUlEO REINFORCED -MASONRY BLOCKWALLOR COPED. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF -
2-11r MIN. INTO 3000
EDGE DISSI C61 CRETE. WITH i-'J/a° MIN. EMBED
NCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
14. O.C. INTO BLOCK WALL, WITH 1-1/2- MIN. EMBED
le" O.C. INTO 37X1.0 PSI CONCRETE, WITH 1-3/4• MIN. EMBED
3" MN. EDGE DISTANCE
3/8- CONFLEX BY 'ELCO' OR
3/8" LOT BY 'DW' 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 'HILT°' WITH SPACING OF
17. O.C. INTO BLOCK W WITH 1-1/4- MIN. EMBED. 4- MIN. EDGE DIST.
18' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR b BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
j PREPARATION OF JAMBS BY OTHERS
JAMBS BYOTHERS
•• ••• • • • • • •r
•• ••• •• • • • ••
• ••• • ••• • •
• • • • • • • •• • •
�9f: JAV AI.1 p PRODIH.TR8YISBD �
Ilk pEggVq ovv(tlt�Moi{dd
CAN. s� 2 �
� If
lv9 1�`1
e lv drawing
01 09
41 00
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
m
ANCHOR SPACING
O
M
ANCHOPS I STRUCTURE
0 EDGE DIST.
O
M
3 8 HLC SLEEJE BY 1411.71 CONC.
1 41-5
8
,
37s, HLC BY 'HILT°' BLOCK
A-114"
"° °
3 8" BY CONC.
1-1 2
8° 2-
U
EL STRUCTURE BY
OTH
3 8 T 'ITR' BLL
1-1 2
g° 3-3 4
Z y
'T SUPPORT THE
IMPOSED
3/8 - LT CO
2' 1 1
8* 1 1-7/8'
— z
DOOR SYSTEM
3 8 LEEVE- BY CON _
_1^7 2
8° 1-7/5'
rn o I
CONCRETE
PSI MN
n u�
5 16" DIA.
TS
-00 fiLLED
LDCK 1'
= 2000 PSI MIN.
U
a Z _
% WASH
& NUT
2
0
12" 0.
MAX.
EDGE DIST.
NU)
N
m 0)
a
O
1-1 4- 2-1/2• X 14 GA
ANGLE 1-1/2" .
12 GA. GAIN. STEEL
FIAT BRACKETS t3' LONG
AT 12" O.C. IN DOOR OR O.
R
AT 8" O.C. ABOVE DOOR OPNO.
NS MIED TO COW. ANGLE
CONN
W/ SPOT WELDS AT EACH SIDE
�� A
STEEL 14 G
$
FASTENED WQK PLATES
g
$
Wl E2) .1 HD.
S.2&o1TLse NOTES
•• ••• • • • • • •r
•• ••• •• • • • ••
• ••• • ••• • •
• • • • • • • •• • •
�9f: JAV AI.1 p PRODIH.TR8YISBD �
Ilk pEggVq ovv(tlt�Moi{dd
CAN. s� 2 �
� If
lv9 1�`1
e lv drawing
01 09
41 00
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
U
* PLASTIC COMPLIES WITH Soo •250 �U o
DOOR PANEL SECTION 2612 OF FBC 2007 'v 1
24 GA. (.024) STEEL. PAIN. SEE EVIDENCE PAGE C n 6
1.765 1.725IX Q a
7/18" DIA. WELSHER 1 JO
r 1.144
V � n
V ei
®8 X 3/4' SMS 21 O
® 3/8" FROM ENDS MAX. .176 Fes- Q O
AND 7" O.C. MAX. WDW. WIDTH
>k EXTERIOR FRAME �' INTERIOR FRAM 0
_ [_j RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q?i,� p�
.. 0 1-3/8 8 X3/4 -
F FROM ENDS J D MAX
tL 2 to �$
AND 8-1/2' O.C. MAX. Hit £
IY ai(!�
175 X .082 DEEP
GRD01E
d� mo
8/4SABM iNLEM
Y�N�O OVATIVE PLA5RC5
NOA #08-0305.02.
o 0Ri��
VU� W �z�
r
473X.082 DEEP —
GROOVE
0R
i (4) �8 X 3/4' SMS
INSIDE ELEVATION —
• t -3/s" FRota Et�5 RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2" O.C. MAX. rig
®8 X 3/4' SMS C
• 3/8" FROM F183S 178 X .082 DEEP e m
AND 4-1/2° O.C. MAX. GROOVE ID
.� n
•• •• • • j �� • •• �mowu.
l g8 X 3/4° SMS • • _ ' • •1 • •
• 3/8' FROM ENDS • ! _ i - � _•_ _ ' _ _ • _ _ _ _ _ _ _
AND 7° O.C. MAX. • r •-'•'- • • • •_ _ _ . �grP ,IAypD' AHM D . PAODf1CI.7t8V148'D
7/18' DIA WISHERFU. P _ _�� doomwilb fLeF €i 1
�-....___"� .. 'CAN. TO 61K � A
� PANEL • • • • • • • • EXTERIOR �p11 � "'j��"
24 GA (.024) STEEL MIN. • • ! • • • 0 6 B
,DOOR PANEL G•* • •t b/ tP MIN. 8 D.L. OPG. N drawing no.
24 cA (.024) STEEL MIN. • • • GLWG*rm • • • o1-09
IIIIIIIII)OW Wim
sheet 5 of 5
• •• •• • • • •• ••
••• • • • ••• • •