WS-14-1344Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-214724
Scheduled Inspection Date: July 22, 2014
Inspector: Rodriguez, Jorge
Owner: DI PIETRO, OLIVER
Job Address: 9707 NE 5 Avenue Road
Miami Shores, FL 33138-2444
Project: <NONE>
Contractor:
JB GARAGE DOORS INC
tsunamg uepartment t:omments
REPLACE GARAGE DOOR
Permit Number: WS -6-14-1344
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number
INSPECTOR COMMENTS False
Inspector Comments
Passed Wj
Failed
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
1132060180030
Phone: (305)751-3642
July 21, 2014 For Inspections please call: (305)762-4949 Page 13 of 33
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: (3055) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
Permit No.
JUN 42014.
FBC 20/®
Master Permit No. 1 -
ROOFING
JOB ADDRESS: 9� o '] Nc-, 5 Ay E Q -A -
City: Miami Shores County: Miami Dade Zip: 33/3o'
Folio/Parcel#: i % ' ti _ ` & - 0 ) 6- C.�
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): R Phone#: %96 - 3®1 a7
Address: C)
City:Cz�\V\Q- f- S State: A C' Zip: 31 t-92
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name ---�s Phone#: 9 7 0
Address: t I).` C 1 5 \K) W'( 7 r=
C� .1;
City: & 01'/ A 6G)K`Gleus State: rl Zip: c386/t
Qualifier Name: 1p , li S q n� Phone#: 3�6P 7,'7 0
State Certification or Registration #: Certificate of Competency #: 0 00®1
Contact Phone#: .305-22+�-5111 Email Address: lie 6' -r/3
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 3 ®` G ® square/Linear Footage of Work:
Type of Work: ❑UAddition DAlteration ❑New epair/Replace ❑Demolition
Description of Work: LC-- Q kc -'G -e— C� G R)rbnL?
Color thru tile:
Submittal Fee $ SO- Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL1 1 i a/ 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 he 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 Applica .Asa conditio to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good with that a copy f the notice of commencement and construction lien law brochure will be delivered to the person
whose property subject to att hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first insp coon whit occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not a ap oved and a reinspection fee will be charged.
�ign Signature
Owner or Agent Contractor
The fore oing instrument was acknowledged before me this LY The foregoing instrument was ackno edged before me this Z7
day of , 20/1' , by _ �7 V �� 1 1 e�� day of ui) , 201 , by 2
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take_ an Qath. as identification and who did take an oath.
NOTA Y PUBLIC: NOTAR PUBLIC:
Sign:\ Sign: Jam
Print: %pe)— Print
tato of Florida ` N Putt�s of Florid
My Com cion Expi s. p A My 1 R t l aT r f
=d mofyI pnug lior My commiaaion EE 182564
ARy GepneN-ice+ EE 982564 Expirm 63/25/2616
ire p3(�61S OF
APPROVED BYPlans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
JUN 214 2014 i
PERMIT #:Ij)
Miami
Shwas Villa e
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT (0 CCNIP11010E WITH ALL 4EDE'RAL'
STATE ANL) CGUNtY riLL---S AND REGULATIONS
OG/13/2014 08:38 3053629272 HURRICANE MASTER PAGE 01/01
%now -M AL.MFAROOQ CORPORATION
. CONSULTING ENGINEERS &PRODUCT DEVELOPMENT
WINDLOAD TAS • ES FOR COMPONENTS & CIDDING
7-10, FJBC
2010 EDITION
GARAGE DOORS ONLY
County: Miami Dade
Wind Speed: 175 MPH
Risk Category : Il
Exposure Category : C
1, Client
Z. Project Name:
3. Project Address:
4. Building Height:
6 CsPP"%e Dwr
Ol iucg �Jt ie*o
g7o7 Apt= J54 VO: .4ed•
02es 1C/-
CITY
cLCITY r STATE pix
I& (See Figure 1 above) 5. Door Size,. -:10,
(Residential Projects Only)
MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAM 25 FEET-.- ••, • .. 7 ' • -
MEAN
FOR BULL DING WTTS ROOF SLOPE > 10 DEGREE
FOR SULTDM WXTH ROOF SLOPE < 10 DEGREE
ROOF
DOOR WIDTH
DOOR WIDTH
HT.
R FT.
9 FT. I
12 FT.
1.6 F'1'.
18 FT.
8 FT.
9 FT.
J1 F 1.
16". :
Ism
PSF(+)
vsx-)
PSF + P6F(•1 PPF{+) PsF - I
PSE(j) ASF{-}
+
PSF -
PSF{+
PSF(-)
PSFI+
PSF{-
PSR+)
ISIN-)
PSF +
ASF{
15
38.]
49.7
37.5
48.5
36.0
453
3
33.9
41.3
34.9
45A
34.4
443
33.0
41.6
31.7
38.9131-1.
`
37.8
16
38.6
503
38.0
49.1
36.4
46.
34.9
43.
34.3
41.8
353
45.9
34.8
44.8
33.4
42.1
32.0
39.3
31.5
38.2
17
18
39-0150.9
39.5
51.5
38.4
38,8
49.7
50.2
36.9
373
46.6
47.1
3 .
35-7
44.0
34.7
35.1
42.3
42.8
35.8
36.2
46.5
47.0
35,2
35.6
45.3
45.8
33.8
34.2
42.6
43.0
32.4
32.8
39.8
40.3
31.9
32.2
38.7
39.1
19
20
39.9
40.4
52.1
52.7
39-3150.9
39.7
51.4
37.7
38.1
47.7
48.2
3b.1
36.5
44.5
45.0
35.5
35.9
4;.2
43.7
36.6
37.0
47.5
48.1
36.0
36.4
46.4
46.9
34.6
35.0
43.5
44.0
33.2
33.5
40,7
41.2
32.6
33.0 `
39.6
40.0
21
533
40.2
51.9
38.6
48.7
37.0
45.5
36.3
44.2
37.4
48.6
36.8147.4_35.4
44.5
33.9
41.6
33.3
40.4
22
23
r41.7
53.8
54A
40.6
41.0
52,5
53.1
39.0
39.4
493
49,8
37.4
37.8
46.0
463
36.7
37.1
44.7
45.2
37.8
38.2
49.1
49.7
37.2
37.6
47.9
48.5
35.7
36-1
45.0
45.5
34.3
34.7
42.1
423
33.7
34.1
40.9
41324
55.0
41.5
537
39.8
50.338.2
47.0
37.5
45.7
38.6
50.2
38.0
49.0
36.5
46.0
35.0 .43.0
34.4
41.8
55.6
41.9
54.2
403
50.9
38.6
47.5
37.9
46.2
39.0
50.?
38.4
49.5
36.9
46.5
3�.4
43.5134.8
42.2
Notes :-
- h = Eave height for roof slope <_ 10 degree.
- Table above ,shows maximum design load for shown building height in end zone.
For any other conditions/ zones, design loads to be evaluated on project basis
Disclaimer
- This document is not valid without the embossed seal of an engineer employed
by At Faroog Corporation
- No portion of'this document maybe used or reproduced in any manner:-
{excepA however, fnr shot portion ofASCE 7-10 set forth herein).
JUS t
JA VAD A AD, .E.
]FL# 70592 N 9 3538
1235 SW 87th Avenue I Miami, FL 331741 T: 305.x64.81001 F: 30S.Z6Z:89?8'�' :ak�ii�;:cd�i slt��Oq�f1'�>fi�:cit>�'
ISMI)AD MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SSV 28 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33115-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mmy mlamidade.eovineral
DAB Door Company, Inc.
1205 NW 986 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 sails 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.
DESCRIPTION: 16'-2"Wide x 16'High (Reinforced) Steel Sectional Garage Door w/ Window Lite
Option
APPROVAL DOCUMENT: Drawing No. 00-18, titled "Sectional Garage Door", dated 08/2412000, with
last revision E dazed 10/1 Y201 1, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, 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 Section.
MISSILE, 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 (NOA), 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.
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, manor or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 910-1014.05 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. 12-0110.07
Expiration Date: February 22, 2016
Approval Date: March 1, 2012
1t;j 7110 C Page 1
DAB Door Company, In
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A: DRAWINGS
1. Drawing No. 00-18, titled "Sectional Garage Door", dated 08/24/2000, with last
revision E dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq
Corporation, signed and sealed by Javad Abmad, P.E.
B: TESTS "Submitted widerlNOA # 09-0128 03"
1. Test -report of Tensile Test per ASTM E 8, Report No. HETI 084182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"submitted under NOA # 08-1106.05"
2. 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. HETI408-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"SubmNed underNOA #'03-021Q04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signal by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted =derNOA # 09-012& 03"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
04polz
Carlon M. Utrem, P.T.
Product Control Examiner
NOA No. 12-0110.07
Expiration Date: February 22, 2016
Approval Date: March 1, 2012
E-1
DAB Door Company, 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. 11-0926.07, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
"SubmUW wider NOA # 05-022&02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM 0155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI WT251, dated
11/29/2004 signed and sealed by I. Ghia, P.E.
7. Test Report on Self -Ignition Temperature Test, Rate of Burn 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.
4mi 012.
Cariss M. lutriral P.R.
Product Control Examiner
NOA No. 12-0110.07
Expiration Date: February 22, 2016
Approval Date: March 1, 2012
E -2
ft "'
7-1/2- X 3' X .071 -
GALV. STEEL END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
7-1/2" X 2-1/2" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 1/2" SMS
LOCK
DOOR
15/16"W X .15 THK. LATCH
SPRING 'LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) # 14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
7 X 7 GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
' MIN. 5 TO 1 SAFETY FACTOR
7" X 3" X 12 GA.
STEEL PI /tTE
WITH {4}. 14'X U
,SELF DRILLING SC
BRACKET
STD. LIFT DOOR
DOOR HEMHT
I CONSISTS OF
W -e"
2 SECTIONS 18" 2 SECTIONS 21"
6'-9"
1 SECTION 18" 3 SECTIONS 21"
7'
4 SECTIONS 21" -
7'-3"
Will,
7'-6"
5 SECTIONS 18" -
7'-9"
14 SECTIONS 18" 1 SECTION 21 "
W
3 SECTIONS 18" 2 SECTIONS 21"
8'-3"
2 SECTIONS 18" 3 SECTIONS 21"
W-8"
I SECTION 18" 4 SECTIONS 21"
8'-9"
5 SECTIONS. 21" -
9'
5 SECTIONS 18" -
9'-3"
5 SECTION$ 18" 1 SECTION 21"
9'-6"
4- SEC110NS 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'-B"
6 SECTIONS 21" -
10'-9"
6 SECTIONS 18" 1 SECTION 21'
11'
5 SECTIONS 18" 2 SECTIONS 21"
11'--3"
4 SECTIONS 18" 3 SECTIONS 21"
11'-8"
3 SECTIONS 180 4 SECTIONS 21"
11'-9
2 SECTIONS 18" 5 SECTIONS 21"
12'
1 SECTIONS 18" 8 SECTIONS 21
f2'-3"
7 SECTIONS 21" -
f2'-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"
f3'-6"
2 SECTIONS 18" 6 SECTIONS 21"
13'-9
1 SECTION IW 7 SECTIONS 21"
14'
8 SECTIONS 21" -
14'-3"
6 SECTIONS 18" 3 SECTIONS 21"
14'-8°
5 SECTIONS 18" 4 SECTIONS 21 °
14'-9"
4 SECTIONS 18" 5 SECTIONS 21"
1b'
3 SECTIONS 18" 6 SECTIONS 21"
15'--3"
2 SECTIONS 18" 7 SECTIONS 21"
IV -60
11 SECTION 18" 8 SECTIONS 21"
15'-9"
10 SECTIONS 21-
16!
Is SECTIONS 16" 4 SECTIONS 21"
E6
r
s
� 1
BRACKET
LOW HEADROOM 1
DOOR OPTION
7-7/8" X 3-1/8" X .010" `
STEEL. PLATE
WITH (4) #14 X 3/4" SDS
CENTER STILE
OUTSIDE
HANDLE
STILE
J
�LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
18T X .BW LOCK BAR
ENGAGES W TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
8'-0" TO 9'-10"
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
(6) #14 X 3/4" SELF DRILLING SCREWS
CENTER STILES
.SEE SCH. 'A'
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
r — A
N
R
N
OPTIONAL VENT COLONIAL DESIGN LoPnONAL FLUSH FACE
(3) 5" WIDE AT 7" O.C. MAX. -WOOD GRAIN DESIGN L — A
OPENING AREA NOT TO EXCEED
120 $Q. IN. MAX. DOOR WIDTH
16'-2"
INSIDE ELEVATION DAB DOOR MODEL 824
RAISED PANEL EMBOSSED DOOR
MAX. SIZE 16'-2" WIDE X 16'-0" HIGH
DESIGN PRESSURE: RATING - + 56.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT — 64.0 PSF
CENTER STILES
SCHMULE 'A'
CENTER STILES CONFIWRATION
�.
+
•.
n
-�A
iv—o"-TO 11 -10"
2
12 -0° TO 13'-10"
3
Will,
4
8'-11" TO 16-10
5
•tea•—'—.�I
R
N
OPTIONAL VENT COLONIAL DESIGN LoPnONAL FLUSH FACE
(3) 5" WIDE AT 7" O.C. MAX. -WOOD GRAIN DESIGN L — A
OPENING AREA NOT TO EXCEED
120 $Q. IN. MAX. DOOR WIDTH
16'-2"
INSIDE ELEVATION DAB DOOR MODEL 824
RAISED PANEL EMBOSSED DOOR
MAX. SIZE 16'-2" WIDE X 16'-0" HIGH
DESIGN PRESSURE: RATING - + 56.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT — 64.0 PSF
CENTER STILES
SCHMULE 'A'
CENTER STILES CONFIWRATION
DOOR WIDTHS
i OF CENTER STILES
W-0, TO W-110"
2
iv—o"-TO 11 -10"
2
12 -0° TO 13'-10"
3
14'-0 TO 18'-10"
4
8'-11" TO 16-10
5
1.
2.
3.
4.
r_— Ex 5.
131
10'-0" TO 11'--10" I _ 14'-0" TO 15'-10"
DOOR WIDTHS DOOR WIDTHS
GE
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE N(1T,RAW ,OF THIS APPROVAL
A LOAD DURATION INCREA$E' IS .USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
� _.
fi■iI�I Ilii( pini ,til( pi■�I i►�iI
K
ii1 c I t►M!I imWIN1►�il Iiia(
' CP& •
FLA. PE 70592
CAN. •t
t..
q
m 00
O
LLI
Zoos
0) p cI
O 0 c`t�
U 0 Z = a<S
LsJ
y
N= d
p a
O C
p
Ulu
W
11 -
drawing
drawing no.
00--18
sheet 1 of
16 GA. X 2-1/4- X 2" GALV. STEEL U.BAR
REINFORCING TRUSS 0 TOP OF PANEL
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W TWO 14 X 5/8" S.M.S.
AN To
W/ FOUR f 14T X 3/4- SELF DRILLING S.
X 2-1/4- X 2- GALV. STEEL U.EW
G TRUSS ® BOTTOM OF PANEL
rENED TO VERTICAL INTERMEDIATE
TWO # 14 X 5/8" S.M.S.
D LE
14TX 3/4" SELF DRILLING S.
BOTTOM SEAL
058 ALUM PLATE
WITH 1/8" X 1" S.M.S. ® 48" O.C.
AND RUBBER WEATHERSTRIPPING
1 ST S=IQN (BOTTOM)
REINFORCING
OPTIONAL BY �R
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/18- X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE
0.55 S.G. A b4 a
1-3/16-
1.9" X 2.19" X 3.3" X .090"
STEEL. TRACK BRACKETS
SEE SHEET 2 FOR SPACING
2-1/8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1SLOTTTED M S.8& rnUSS O
LOCK NUT
MIN.
�" X 2" GALV. STEEL U.LSAR
ISS
TO VERTICAL INTERMEDIATE
14 X 5/8" S.M.S.
X 3/4" SELF DRILLING SCR.
1/2" X 1-3/4- X 16 GA.
OPEN TUBE
0 TOP & BOTTOM
OF EACH PANEL
16 GA.X 2-1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL. INTERMEDIATE
STILES W/ TWO# 14 X 5/8" S.M.S.
AND TO END
W/ FOUR # 14T X 3/4- SELF DRILLING SCR.
f1. I�IM7,1 _11TAt
REINFORCING
14 X 5/8- SMS
6 PER HINGE
1/2- X 1-3/4- X 16 GA. FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16" POP RIVETS ! 12" O.C.
1-7/8" X 2-5/8- X 18 GA. STEEL
CENTER STILE
# 14 X 5/8- S.M.S.
F4/ HINGE
7/16- PUSHNUT
INSTALLED ON ROLLER SHAFT
18 GA. GAM STEEL) INTERIOR SIDE
CENTER HINGE
SECTION B --B
POP
[Do _ a:I
TOP .SECTION
REINFORCING
24 GA. S
FLAPS BENT OVER PANEL
1/2- PUNCHED HOLES
® 4" D.C.
16 GA.X 2-1/4- X 2- GALV. STEEL U.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATI
O 14 X 5/8" S.M.S.
STILES WQW
AND W/ FOUR # 14 X 3/4- SELS DRILLING SC
3/4- X 2- X 2-1/2- X 18 GA. STEEL
END STILE
1.82- DIA. ROLLER
EDGE
DISTANCE
" MAX.
3e8- DIA. POWER -BOLT BY 'POWERS'
2 MIN. EMBED INTO 3000 PSI MN. CONC.
2" MIN. EDGE DISTANCE
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
FSegr. JAVAD i*UC..
FTA: PE 70M
c
81a Ft°riQn � �
2ND SECTION
REINFORCING
Aw
drawing no.
00-18
POP RIVETS 5/16" X 1-5/8- LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT.
2-3/4" X 5-1/2" X 3" X 12 Com. + 5/18" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS
2 GALV. STEEL WITH 1--1/4 EMBED INTO MASONRY EXfIEEDING 8 FT. IN HEIGHT-
TOP
EIGHTTOP ROLLER BRACKET (DOUBLE _ _ 3 PER BRACKET ii A
FASTENED W/ (6) # 14 X 5/8 S.M.S.
_
2-1/2- X 4-1/4" X 13 GA. STEEL PLATES
r 14 GA. ABI.EV�SLISD FASTENED/4TO WELDED TO 1-1 /2- X 1-1/2- X 14 GA. ANGLE - A �-- J
J � HWM. S/CREWIS & NUTS.N WITH (4) 1/4-2o SS. B�OLT 8e NUTS _ "
HORIZ. TRACK LENGTH A OPENING HEIGHT PLUS 92
HORIZONTAL REINFORCEMENT
1/2- X 1-3/4° X 16 GA. FORMED STEEL
^11Q7 TO PANEL AND FASTENED TO
CAL STILES WITH 2" X 5--1/2" X .104"
j18" POP RIVETS FASTENED WfTEEL
(4) 14 X 5/8° SS
TOPP LLER BRACKET FOR
LOW HEADROOM DOOR OPTION
40PJZONTAL REINFORCEMENT
I/2° X 1-3/4- X 18 GA. FORMED STEEL
'CUED TO PANEL AND FASTENED TO
fiMCAL STILES WITH
,2) 3/16- POP RIVETS
.81" DIA X 5- ROLLER SHAFT
OPTIONAL INSULATIONS:
BY 'OYPLAST PRODUCTS LLC'
EPs -EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.O.A. #07-1107.08
OR
ISO -25 POLY-ISOCYANURATE
DENSITY m 2.0 PCF
N.O.A. 107-0301.10
OR
BY 'INSULFOAM LLC'
DENSITY o 0.82 PCF
N.O.A. #07-1016.07
14 GA. GALV. STEEL
ROLLER HINGES0 14X FASTENED5- SMS
MIN. .0240 ROLL FORMED STEEL PANEL
DRAWING QUALITY 0-40
MIN. YIELD STRENGTH - 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GAIJV. STEEL.
BOT (T0, B RACKET5FAASTENED
A
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
0 TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 518" BOLT & NUT
VERTICAL TRACK _,/ `` "
SECTION A—A
DWR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT 1ST 12ND 13RD 4TH 5TH
B1
82
83
B4
B5
86
B7 B8
6'—O-
18" 18" 18" 18" N/A
1"
11-3/4"
23"
34"
45"
56"
67" —
6'-6"
21 " 18" 18" 21" N/Al
l "
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"
In
11-3/4"
23-
34"
45"
56"
67" 78-1/4
8'-0"
21" 18"18" 18" 21"
1 "
11-3/4"
23"
34"
45"
56"
67" 78—
*—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.
Of 00
O
D M
C3 �C a
z00zN
N (7) 17 1
F W z
cb
� 04
drawing no.
00--18
sheet 3 of
WOOD MME BUILDIN
STUD WALLS OR DOOR OPENING (NOT BY DAB DDORS)
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.
TRACK SHALL BE SECURED WITH COM'. 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 'ELCW WITH SPACING OF
10' O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
8' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
7" O.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
8" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN, EDGE DISTANCE
3/8' CONFLEX BY 'ELCO' OR
WJEBY 'f W' WITH SPACING OF
WTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
8" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
9' O.C. INTO 3000 PSI CONCRETE, wtrH 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.
5/18" X 1-5/8" STEEL STRUCTURE BY OTHERS
LAG SCREWS
AT B" O.C./ MUST SUPPORT THE LOADS IMPOSED
F BY DOOR SYSTEM
DIA. BOLTS
WASHER & NUT
o o. AT 12" O.C. MAX.
CONY.4"STEM
AN/&X 14 GA
12 GA. GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12° O.C. IN DOOR OPNG.
AT 18' D.C. ABOVE DOOR OPNG.
CONNECTED TO COM'. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING EDGE DIST.
3 8 HLC SLEEVE BY HILTI
CONC.
1-1/4-
S.
3"
1/2" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1
2"
"
8" DYNABOLT BY 11W'
CONC.
1-1
2
8"
WF3
$ POWER -BOLT BY POWERS
[3
CONC.
2'
8"
2
�34/8-SLEEVE-ALL BY SIMPSONS
CONC.
1-1
2
8"
3-1 2
CONCRETE f c - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN.
1-1/2"
WM1" X 14 GA.
STEEL TRACK
FASTENED TO TRACK PLATES
SL0& 1Iu/I.S. &XS 8; NT USS HD.
ALTERNATE TRACK INSTALLATION,
CIVIL
FfA. PEr Q2
ft
.0 AN:
ac 00
0 0
gLd
M
M
0 Q
ZN
s[ �/i W W
Z {G mm I
8$
w cl Z 3=
U) m�
c-2
Cob
5
av
drawing f no.
0- q 18
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/18° DIA. WASHER
DOOR PANEL
24 Qk (.024) STEEL MIN.
21 3/4'
MAX.
18
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
Soo r- -250 U
i
0 �
Pw
1.765 1.725
OD
O
1.144 0
a
� 0
II I v
.176 Imo- I� —.800 9 Q a 4
d
* EXTERIOR FRAME * INTE _ IOR FRAME G o
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
{L zy
all
INSIDE ELEVATION
TIt?N
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
/8 X 3/4- SMS C
® 3/8- FROM ENDS 175 X .062 DEEP
AND 4-1/2. O.C. MAX. GROOVE
` .-..-..-.- �.. -------------------------------
DOOR PANEL
24 GA• (.024) STEEL MIN.
EXTERIOR
15/18- MIN. D.L. OPG,
GLAZING 817E 4
WINDOW WIDTH
•ngrj 11' 'AN �•--•
FLA: PEMp
S 92
CA"'�'.'.
mfait
rY w
0 ti
M
t
00 w
(/} cn p I
a o3�0
LLI
C' I�
X 3/4- SMS
I 1
® 3/8- FROM ENDS
ISA J)
i iii ! I
AND 7" O.C. MAX.
(4) #8 X 3/40 SMS
r i j I! ��
0 1-3/8- FROM ENDS
_
i i i i• S
AND 6-1/2 O.C. MAX.
I!II I .1�
III
I;I;
fill
175 X .062 DEEP
III!
GROOVE
II!I
IIII
1/4" POLYCARBONATE LEXAN
I :I
8YY SABIC INNOVATIVE PLASTICS
I I
NOA #08-0305.02.
!i!.
0
o
0
Ili!
00
175 X .062 DEEP
jl;•
GROOVE
I`
(4) #8 X 3/4- SMS
1-3/8- FROM ENDS
r l l l I
AND 6-1 /2. O.C. MAX.
t'
B
a
r
oil 1 r
1
,!
C
#8 X 3/4- SMS
J
® 3/8- FROM ENDS
AND 7. O.C. MAX.
7/16- DIA. WASHER
DOOR PANEL
24 Qk (.024) STEEL MIN.
21 3/4'
MAX.
18
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
Soo r- -250 U
i
0 �
Pw
1.765 1.725
OD
O
1.144 0
a
� 0
II I v
.176 Imo- I� —.800 9 Q a 4
d
* EXTERIOR FRAME * INTE _ IOR FRAME G o
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
{L zy
all
INSIDE ELEVATION
TIt?N
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
/8 X 3/4- SMS C
® 3/8- FROM ENDS 175 X .062 DEEP
AND 4-1/2. O.C. MAX. GROOVE
` .-..-..-.- �.. -------------------------------
DOOR PANEL
24 GA• (.024) STEEL MIN.
EXTERIOR
15/18- MIN. D.L. OPG,
GLAZING 817E 4
WINDOW WIDTH
•ngrj 11' 'AN �•--•
FLA: PEMp
S 92
CA"'�'.'.
mfait
rY w
0 ti
M
t
00 w
(/} cn p I
a o3�0
LLI
C' I�