WS-12-565f
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 171838 Permit Number: WS -4 -12 -565
Scheduled Inspection Date: September 19, 2012
Inspector: Bruhn, Norman
Owner: RHODES, LISA
Job Address: 1341 NE 103 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: JB GARAGE DOORS INC
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1132050300140
Phone: (305)751 -3642
Building Department Comments
GARAGE DOOR REPLACEMENT
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
September 18, 2012
For Inspections please call: (305)762 -4949
Page 2 of 27
Miami Shores Village
Building Department
PC3 I
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
cl 12- 1-11 INSPECTION'S PHONE NUMBER: (305) 762.4949 VN5-
BU L ING Permit No. J�JC�� -ICJ
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): I-1Sck Rhcdf S Phone#: a1 QA -511 I
Address: l M i NE I ®3 84
City: 1(Y'11 ckryl'% 8 r ov't5 State: F L. zip: 5513B
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: 4 k 10'6 SA-
City: Miami Shores
Folio/Parcel #: L.1 Aam- tzt-C) 140
Is the Building Historically Designated: Yes
County:
CONTRACTOR: Company Name:
Address: t a t Ar"1 t J
City: Vi Oea\n elac4criS �nState: 'FL,
Qualifier Name: '®seer) Cr r
State Certification or Registration #:
Contact Phone #: Email Address.
Miami Dade
Zip: 33138
NO Flood Zone:
at-ria‘ + tare Oft - i
Phone #: '1 AT5‘Vr
Zip: Ss5,b
Phone #:
Certificate of Competency #: 1
7oegzIg aestr t oats, 0 y
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $11 1 244- Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration JRNew DRepair/Replace ❑Demolition
Description of Work: VepkOkee GtacA3p dery .
* * ** * * ** x **** ******* *** ****** *** * * * * ** Fees *** *** ** x**** ******* * ****** ** * * * ** * * ***** ***
Submittal Fee $ Permit Fee $ 1/0 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 1 r2 a
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 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,
WRT.T,S, 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 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.
Owner or Agent
The foregoing instrument was ackn9wledged before me this 9 The fo
day of / , 20 /Z by L sq A /'dtJ , day of
Signature
Contractor
ng instrument was acknowledged fore me this
4444_ , 20 /-1 by r''C g€rf,C-
who is personally known to me or who has produced who is poly known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission
•
ntool‘ Notary Public State of Florida
Carl J Prati
or aoP; Expires 08 /1122/2015088747
NOTARY PUBLIC:
Sign:
Print:
My Commissi
(� /;
Notary Public State of Florida
Cart J Prati
My Commission EE098747
Expires 08/12/2015
******,N************* ******** ************************************************ ********** *********************
APPROVED BY ! Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
AL- FAROOQ CORPORATION
CAN (EB) #3538
1235 S.W. 87th. AVENUE MIAMI, FL. 33174
PH. 305 - 264 -8100
03 -26 -2012
CUSTOMER :JB DOORS
PROJECT :LISA ROSE -1341 NE 103 STREET /MIAMI SHORES,FL-33138.
WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING
AS PER SPECIFICATION ASCE 7 -10
BUILDINGS WITH IMPACT PROTECTION
BASIC WIND SPEED V : 175 MPH
RISK CATEGORY FCT. I : 2 (Table 1.5 -1, p2)
EXPOSURE CATEGORY : C ( Sct. 26.7.3, p251)
MEAN ROOF ELEVATION H : 16 FT.
TRIBUTARY LOAD AREA A : 85.33 FT -2
Kh = 0.86
Kd = 0.85
Kzt= 1.0
(TABLE 30.3 -1, p317)
(TABLE 26.6 -1, p250)
(TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252)
VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"'2 = 57.31 PSF
GCp COEFFICIENTS (FIGURE 30.4 -1, P335)
ZONE 4 = +0.84 -0.94
ZONE 5 = +0.84 -1.07
GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258)
DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FBC 1609.1.5)
ZONE 4 = + 34.9 PSF
- 38.4 PSF
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT T'OCOMPLIANCE WITH ALL FEDERAL
STATE AND COI INTY RULES AND REGULATIONS
4
4
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
DAB Door Company, Inc.
12195 NW 98th 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.
DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16' -2" Wide x 16'-
0" High (Reinforced) with Window Lite Option
APPROVAL DOCUMENT: Drawing No. 98 -05, titled "24 GA. Roll Formed Steel Sectional Garage
Door ", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, 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/series
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 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- 0414.13 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.
MIAMI -DADE. COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 3I54590 F (786) 315 -2599
www.miamidade.eov pern/
r1
DZI2 /2,4jZ-
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door ", dated
02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared
by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11- 0414.13"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per
FBC, TAS 202 -94, of "DAB 824 Sectional Residential Garage Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI -07 -4267, dated 06/29/2007,
signed and sealed by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201 -94 and Cyclic Wind
Pressure Test per FBC, TAS 203 -94, of "DAB 824 Sectional Residential Garage
Door ", prepared by Hurricane Engineering & Testing Inc., Report No.. HETI -11 -3206,
dated 02/10/2011, signed and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8 -08 of "Sectional Residential Door (skin) ",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI- 11 -T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of
"Sectional Residential Door with Windows" prepared by Hurricane Engineering & •
Testing Inc., Test Report No. HETI 03 -1328, dated 07/15/2003, signed and sealed by
Rafael E. Droz -Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1329,
dated 07/15/2003 signed and sealed by Rafael E. Droz -Seda, P.E.
6. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)"
prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03 -T078,
dated 10/31/2003, signed and sealed by Rafael E. Droz -Seda, P.E.
"Submitted under NOA # 03.0210.04"
7. 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,
signed by W. A. Jackson, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with
F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09- 0128.01"
2. Anchor verification calculations prepared by Al- Farooq Corporation, complying with
F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
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.
F. STATEMENTS
1. Statement letter of code conformance to FBC 2010 and no financial interest issued by
Al- Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E.
E -2
•
2Z/0/2'
rlos Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
7 -1/2° X 3" X .071"
GALV. STEEL END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
7 -1/2" X 2 -1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8° SMS
LOCK
2/ DOOR
PUSH NUT
1" 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
MC 1012 REGARDING GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE
W MIN. 5 T I ACCTOR
SAFETY
7" X 3" X 0.1°
STEEL PLATE
WITH (4) #14 X 3/4°
SELF DRILLING SCREWS
r-
f
BRACKET
STD. LIFT DOOR
DOOR
HEIGHT
CONSISTS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
6' -6"
2 SECTIONS 18"
2 SECTIONS 21"
3
6' -9"
1 SECTION 18"
3 SECTIONS 21°
7'
4 SECTIONS 21"
--
7'-3"
-
-
7' -6"
5 SECTIONS 18"
-
7' -9°
4 SECTIONS 18°
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21°
B' -3"
2 SECTIONS 18°
3 SECTIONS 21"
4
8' -8"
1 SECTION 18°
4 SECTIONS 21"
8'-9"
5 SECTIONS 21°
-
9'
8 SECTIONS 18°
-
9' -3"
5 SECTIONS 18°
1 SECTION 21"
9' -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' -8°
8 SECTIONS 21"
-
5
10' -9"
8 SECTIONS 18"
1 SECTION 21"
11'
5 SECTIONS 18"
2 SECTIONS 21"
11' -3"
4 SECTIONS 18"
3 SECTIONS 21"
11' -8"
3 SECTIONS 18"
4 SECTIONS 21"
11' -9"
2 SECTIONS 18"
5 SECTIONS 21°
12'
1 SECTIONS 18"
8 SECTIONS 21°
12' -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"
8
13' -9"
1 SECTION 18°
7 SECTIONS 21°
14'
8 SECTIONS'21°
-
14'-3"
6 SECTIONS 18"
3 SECTIONS 21"
14' -6"
5 SECTIONS 18"
4 SECTIONS 21"
14' -9"
4 SECTIONS 18"
5 SECTIONS 21°
15'
3 SECTIONS 18"
6 SECTIONS 21"
15' -3"
2 SECTIONS 18°
7 SECTIONS 21"
15' -6"
1 SECTION 18"
8 SECTIONS 21"
15' -9°
9 SECTIONS 21"
-
18'
6 SECTIONS 18"
4 SECTIONS 21"
BRACKET
LOW HEADROOM
DOOR OPTION
7 -7/8" X 3 -1/80 X .010°
STEEL PLATE
WITH (4) #14 X 3/4" SDS
CENTER STILE
OUTSIDE
HANDLE
•
I
■
TOP FIXTURE 5-1/2" X 2 -3/4" X 0.1"
STEEL PLATE WITH ONE 5/16 -18 MS WI NUT
FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
SEE SHEET 4 FOR TOP BRACKET OPTIONS
CENTER STILES
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
SEE SCH. 'A'
r T "
•
A
# OF CENTER STILES
8'
-0" TO 9' -10°
2
10'
-0° TO 11' -10°
a
N
1
8' -0" DOOR HEIGHT
FIVE SECTIONS DOOR
9 6' -0" DOOR HEIGHT
\. /
14'
/
4
\
-11° TO 16' -2"
\ /
\ /
\ /
I
\ /
\
.....""_
I WA
I
'. I
/
/
% \
/
A
A,
A
A.
I
A
1r
I
7111----
lII_11
ila
t
I
In Ing
.
e
e
I
I
I
I
is
i
i
l I
III
L
.
co
ild
--�--
SIAM
_
-. -1._ —
ISM
_
V
:L..jijL.J
1I�I
OPTIONAL VENTS OPTIONAL FLUSH FACE L rt A
(3) 5" WIDE AT 7" O.C. MAX. WOOD GRAIN DESIGN
OPNG. AREA NOT TO EXCEED 120 SO. IN. DOOR ,WIDTH
MAX.
END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8° SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OPTIONAL
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
REFER TO SHEET 2
FOR U -BAR PLACEMENT
11=11
rI
1E11
12' -0" TO 13' -10"
DOOR WIDTHS
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
SCHEDULE 'A'
h•4
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16' -2" X 16' -0" Hlgh
With Window Lite Option
z
5
DESIGN PRESSURE RATING = + 48.0 PSF
— 52.0 PSF
GENERAL NOTES
1. 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
5. A LOAD DURATION. INCREASJ LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
Enkr ,;, --
• WI.
FLA. PE • • 705Q2
C.A.N. =8 •
pil
IE=I
! -II
li■iil
15' -11° TO 16' -2"
•
DOOR WIDTHS
11
.PRODUCT REVISED
-. w c with dle•F1orkte
..VIII 011V ds
Empinekni 15r
Z
0
0
C
U
ri
I- N
g a N
O 0
O W, x
fg
W
t
g RQ 8
o LIE
i
4012 e
I 30
<
a g
.i
Q ��
t
t
to
0
C
0
C
v
.0
i5
5
S
C
0
W
F IO1.OS.10
ao
0
C9
drawing no.
98-05
(sheet 1 of 6
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'
-0" TO 9' -10°
2
10'
-0° TO 11' -10°
2
12'
-0° TO 13' -1O"
3
14'
-0" TO 15' -10"
4
15'
-11° TO 16' -2"
5
h•4
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16' -2" X 16' -0" Hlgh
With Window Lite Option
z
5
DESIGN PRESSURE RATING = + 48.0 PSF
— 52.0 PSF
GENERAL NOTES
1. 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
5. A LOAD DURATION. INCREASJ LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
Enkr ,;, --
• WI.
FLA. PE • • 705Q2
C.A.N. =8 •
pil
IE=I
! -II
li■iil
15' -11° TO 16' -2"
•
DOOR WIDTHS
11
.PRODUCT REVISED
-. w c with dle•F1orkte
..VIII 011V ds
Empinekni 15r
Z
0
0
C
U
ri
I- N
g a N
O 0
O W, x
fg
W
t
g RQ 8
o LIE
i
4012 e
I 30
<
a g
.i
Q ��
t
t
to
0
C
0
C
v
.0
i5
5
S
C
0
W
F IO1.OS.10
ao
0
C9
drawing no.
98-05
(sheet 1 of 6
4 SECTION DOOR
HEIGHT RANGE 8' -8" TO 7' -0"
(3) U —BARS
SCETION 8
SCETION 8 I/
SCETION 7 iI�I j A SCETION 7
IE !I !I AA A !I A
SCETION 8
SCETION b
I I I_• ��
SCETION 2
SCETION I ■I ■I■I�I�I
8 SECTION DOOR
HEIGHT RANGE 12' —B TO 13' -3"
(5) U —BARS
SCETION 4
SCETION 3
A
SCETION 2
I SCETION 1 1 111 I I
I
8 SECTION DOOR
HEIGHT RANGE 13' -8" TO 14' -0"
(8) U —BARS
5 SECTION DOOR
HEIGHT RANGE 7' -8" TO 8' —O"
(3) U —BARS
SCETION 8 J I
i
i
SCETION b -I-�-�-� —�
SCETION 4
SCETION 3
SCETION 2
SCETION 1
N�M�I�M�N
1
6 SECTION DOOR
HEIGHT RANGE 9' -0" TO 10' -3"
(4) U —BARS
7 SECTION DOOR
HEIGHT RANGE 10' -9" TO 12' -3"
(5) U —BARS
5 SECTION DOOR
HEIGHT RANGE 8' -3" TO 8' -9"
(4) U —BARS
6 SECTION DOOR
HEIGHT RANGE 10' -8"
(5) U —BARS
9 SECTION DOOR
HEIGHT RANGE 14' -3" TO 15' -9"
(8) U —BARS
10 SECTION DOOR
HEIGHT RANGE 18' -0°
(8) U —BARS
•
,Engro JAVAH41A`
FLA PE t 70592
' C.A.N. 3p
raceuerasvisam
tomplyisit Will the Nod&
Building Cede
Magma No _ /, l 0
Expitathe 4//11:!.
ay e.Sr' /r1'•
drawing no.
98-05
(sheet 2 of 6
16 GA. X2 -1/4 "X34 "X2"
GALV. STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWo
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4° SELF DRILLING S.
:ZIA
1/2" X 1 -3/4" X 16 GA.
OPEN TUBE
TOP & BOTTOM
OF EACH PANEL
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1° S.M.S. 0 48" O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM)
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1 -5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE_
0.55 S.G.
<4
16 GA. X 2-1/4" X 3/4" 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 STILE
W/ FOUR # 14 X 3/4" SELF DRIWNG SCR.
INTERMEDIAL SECTIONS
REINFORCING
OPTIONAL INSTALLER MOULDING
_#14 X 5/8" SMS
6 PER HINGE
1/2" X 1 -3/4" X .058° FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1 -7/8° X 2 -5/8" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/18" RIVETS
i1 14 X 5/8" S.M.S.
4/ HINGE
' 0/
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
16 GA. X 2 -1/4" X 3/4" X 2°
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO ti 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELS DRILLING SCR.
TOP SECTION
POP RIVETS
3/4" X 2" X 2 -1/2" X .049" STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
EDGE
DISTANCE —1
° 1- *3,/16
L1-3/16"
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK
X 1 (STANDARD
12 GA. X 3 -5/16" X 1 -1/2" (OPTIONAL
14 GA. X 2-1/8"
FASTENED TO TRACK PLATE
W/ 1/4 -20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
7 -1/2° X .050"
GALV. STEEL
CENTER HINGE
7/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
INTERIOR SIDE 7-1/2" X .071"
END ROLLER HINGE
SECTION 8 -B
1.82" DIA. X .50" STEEL ROLLERS (STD.)
1.82" DIA. X .50" PLASTIC ROLLERS (OPTIONAL)
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
WITH 4-1/4° STEM
1/2" PUNCHED HOLES
0 4" O.C.
0.
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21" STILES
(5) FOR 18" STILES
.024" STL. PANEL
0
-END STILE
OUTSIDE OF 000
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
3/8° POWER -BOLT BY 'POWERS'
2 MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
1/4 -20 SS BOLT
& NUT
•
-r di
• • Engw' JAV�AD �iNPAp
CIVIL
RA PE # 70592
CA. ++53'
4� X1'1 .I..r�
PR000CIREVISBD
as c naply%og withtlbe Fkw
Building Coda
A►e raptaate No 1
Expiration ' 411:40k,,
By
S'
U
X
C
5
ih
a
0
•
0
O
V
0
n
.0
V
1
b
as
V
a
of
at
0
c
W
U-
ID
r-.
drawing no.
98 -05
(sheet 3 of 6
POP RIVETS
2° I 2 -3/4" X 5-1/2" X 3° X .104"
GALV. STEEL
TOP ROLLER BRACKET
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
M. SCREWS & NUTS.
SECTION A •A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1 -1/4" EMBED INTO MASONRY
3 PER BRACKET
10111i
A
r.cKLENGTh=OPENING HEIGHT PLUS 12"
INN
�I
HORIZ. TRACK SUPPORT.
CENTER SUPPORT REQD. ON DOORS
EXjEEDING 8 FT. IN HEIGHT
I I
II A _-1
2 -1/2° X 4 -1/4" X 13 GA. STEEL PLATE S
WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANG LE
FASTENED TO TRACK
WITH (4) 1/4 -20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2° X 1 -3/4" X .058" FORMED ,II_tL
GLUED TO PANEL AND FASTENED TO
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 .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
1.82" DIA. X .50" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
OPTIONAL INSULATIONS:
BY 'DYNAST PRODUCTS LLC'
EPS- EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #07- 1107.08
OR
ISO -25 POLY - ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07- 0301.10
OR
$Y 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A. #07- 1016.07
14 GA. GALV. STEEL
ROLLER (8)) FASTENED
# 14 X 5/8"
W / MS
MIN. .024° ROLL FORMED STEEL PANEL
DRAWING QUALITY 0 -40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED -ON
POLYMER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM • ) # 14 X 5/8" SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. 0 48" O.C.
AND RUBBER WEATHERSTRIPPING
m
P
4
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" 0.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
2 -1/8" X 1" X .080"
SECTION A —A
DOOR
HEIGHT
* SECTION HEIGHTS
BRACKET PLACEMENTS
1ST
2ND
3RD
4TH
5TH
B1
82
83
B4
85
86
B7
88
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' -8"
18"
18"
18"
18"
18"
1°
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 -1/4"
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
) 1/4" BOLTS & NUTS.
TRACY CONFIGURATION
VERTICAL LIFT
HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
JA� Mme,
•FLA. PE` # 70592 ,
• C.A.. 538
I;, I,
2.011
PRODUC REVISB /
es omoapiybig wilt the'iFbvide
WM* Code
hopeptimoo No :2' 'If'
:
�, uGJ✓
V
6
t
rn
C
t
a7
O
Q�1
zI •
&gi
N
m
036 c I
o
� � m
O z0
C
a
0
3
c
O
0
r3
O
0
,
drawing no.
98 -05
[sheet 4 of 6
1/4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 11" O.C. MAX.
CTIO
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOUD 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.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X8 SW WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED
9" 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
8" O.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED
9" 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 'ITW' WITH SPACING OF
21" O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY ' HILTI' WITH SPACING OF
10" O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST.
11" 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.
PREPARATION_ OF JAMBS BY OTHERS
1/4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 11" O.C. MAX.
5/16" X 1 -5/8"
LAG SCREWS
AT 11" O.C.
1 -1/2"
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/18" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
1 -1/4" X 2 -1/2" X 14 GA
CONT. STEEL ANGLE
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3/8" HLC SLEEVE BY ' HILTI'
CONC.
1 -1/4"
8"
2"
3/8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1 -1/4"
8"
4"
3/8" DYNABOLT BY 'I1W'
CONC.
1 -1/2"
8"
3"
1/2" DYNABOLT BY VW'
FILLED BLOCK
1 -7/8"
8"
4"
3/8 POWER -BOLT BY 'POWERS'
CONC.
2"
8"
2"
3/8" SLEEVE -ALL BY 'SIMPSONS1
CONC.
1 -1/2°
8"
3"
CONCRETE f'c = 3000 PSI MIN.
C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
EDGE DIST.
12 GA. GALV. STEEL
FLAT BRACKETS &3" LONG
AT 12° O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
2-1/8° X 1° X 14 GA.
GAL V. STEEL TRACK
FASTENED
// ((ENED TO TRACK PLATES
2
SLOTTED 1 M.S.
& LOCK NUT HD.
ALTERNATE TRACK INSTALLATION
PRODUCT MIMEO
rweasiplyths with dtas Piarlds-
Cads
Rtp . gion
iMl ni Peaduct Contra/
m
t
6
N
t
C-
f
C
0
n
C
w
I
0
0
ti
0
0
0
0
z
I
0
ti
A
drawing no.
98-05
(sheet 5 of 6
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16° DIA. WASHER
I I
I • I •
• I • I
111
:I
:
i
40.01,0LIKAtill '
14\110110'n \IV
I
1—Vg011
I
#8 X 3/4" SMS
3/8° FROM ENDS
AND 7° O.C. MAX
(4) #8 X 3/4" SMS
• 1-3/8" FROM ENDS
AND 6-1/2° D.C. MAX.
.175 X .062 DEEP
GROOVE
1/4° POLYCARBONATE LEXAN
BY BASIC INNOVATIVE PLASTICS
NOA #08-0305.02.
.175 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
• 1-3/8° FROM ENDS
AND 6-1/2" O.C. MAX.
#13 X 3/4° SMS
• 3/8° FROM ENDS
AND 7° D.C. MAX.
7/16° DIA, WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
OPTIONAL WINDOW LITES IN ANY LOCATION
21 3/4"
MAX.
WDW. WIDTH
18 1/8"
MAX.
D.L.O.
* EXTERIO FRAME
RIGID PVC ONE PIECE INJECTION
* INIEEIDEEBARE
RIGID PVC ONE PIECE INJECTION
111,11.1.11■1•011Enri■
AJIMMIA,FWAOLC..,
Nrealcaraesma-sr,arcr.,>
,C7.7W.1.911-1.111CIL,
#8 X 3/4° SMS
• 3/8" FROM ENDS
AND 4-1/2° D.C. MAX.
DOOR PANEL
24 GA. (.024) STEEL MIN.
r —
4.4,1
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
.175 X .062 DEEP
GROOVE
15/16° MIN.
GLAZING BITE
EXTERIOR
OPG.
WINDOW WIDTH
glign JAVAD AMMO
FLA. itx # 78592
I.S.A;44 3538
PRODUCT REVISED
ocimplying with the Florida
Me* Code
Aompeasor No
iloyfrodon
By
Miami
Product Cootie' I
0
0
co
d-
C"
C
0
C
a
0
.L7
Ij
A
P
0
0
.7;
d
0
UI
drawing no.
98-05
(sheet 6 of 6)