HomeMy WebLinkAboutSUBMITTED PAPERSDATE: ) ^ 1 I / I RECEIPT:�('„1-� a TPERMIT NUMBER:
I -
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
]BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue SCgN
Fort Pierce, FL 34982 g NED
(772) 462-1553 St. LUc;e fount
APPLICATION FOR REPLACEMENT OF Y
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: 7625 M cth oa an v pocf S1 LL cke 3 q 4 S 6
2. PARCEL ID NUMBER: 33 22- 313 - 0027 Ooo - K
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 7hSi wa 11 v'l� oarge
( vow 16 XI-1
4. TYPE OF STRUCTURE: SFR
5. OWNERS INFORMATION
Name: Charles Cos+oLo
Address: 762_�%lax/ Ru . Cb
City: T1oAf St Lucre State: T-I
Zip: 349$6 Phone: 772-y18-y175'
Email: n114
vwcatna5eA ho( Q IZ-2.1-13
MOBILE HOME OTHER
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: (� - 28
County Cert #: R6108
dba 4acS,, r
Business Name: CR1t� E g4�`�1i1 �V
Phone Number. 3o2tkjO
Email: 'M
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
+y8 -52
OA No. 2-olco-08
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ 071ROD - FEES DUE:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating construction and zoning._
PRINT OWN R OR CONTRACTOR/QUALIFIER NAME SIGNATUR OF OWNER OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF 'i� ceye--j .-{(
ACKNOWLEDGED BEFORE ME THIS S DAY OF 1411.tYy , 20 1 Y , BY 6e0(arQ Sito-cJ
WHO PERSONALLY KNO TOME OR WHO HAS PRODUCED / AS IDENTIFICATION.
� �tiaun..a L�fes
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL
TITLE: NOTARY PUBLIC
COMMISSION NUMBER
NOTICE TO OWNER: 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 C RyDIN
YOUR NOTICE OF COMMENCEMENT._°
i Y PY SHAUNsIMA LU i ES
MY COAMISSION 8 EE 146303
EXPIRES: November 14, 2015
Bonded Thru IQotary Public Und¢rvrite9S�
rc w
N
"--dsion Door Service
D 7703979
Contractor License #
the general terms, conditions and warranty on the reverse side of this contract are part of this agreement. Buyer
acknowledges that he has read and received a completed, legible copy of this contract, including the Terms and
Conditions contained on the reverse side hereof. This contract made as of this date of acceptance by the Precision
Door Service Franchisee as noted above, herein termed "Contractor". 1-3
c h R�[e� ��� scot. o
Customer Name a ,�� pp
7 Q o'Z5 %n!�{1ocR•n c•I i?A, rmS-- F! 3
Address —City l State Zip
(?7a > 'l/ay ell7S ( )
Home Phone Work Phone/Cell Phone
QTy. PART# /AV 7
SERVICE REQUEST
DESCRIPTION
PRICE EACH TOTAI
-
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ACCOUNTFINE
CREDIT CARD E]VISAE]MC F
NO.
LUTHORIZATION CODE
WORK ORDI
The work order agreement is for the protection of both the customer and Precision.
we offer. Any customer has the right to accept or refusean or part
—I fully understand the explanation and the total price-($ . ) given to me. I understand
the recommendation for servicing.our door.
_1 accept the technician's iecomfiendations and wish to have my door serviced as this time.
_I wish to have partial service performed at.this time. I understand that Precision Door Service does
not recommend this and I will relinguish them of any liability for any future damages or accidents that
may result from not following the technician's recommendations.. Refer to the term indicated by the
"Warranty Options" section. A service charge may apply.
—I an not accept the technician's recommendations and do not wish to have my door serviced at this
time. I understand that by not accepting his recommendations, I will not hold Precision Door Service
liable for any future damages or accidents that may result from not following the technician's
recommendations. flfl
It has been'et�ainedke artdJl undrld that my operator may have been strained orwom due
to an unbalanced overhead garage door. The technician has informed me that there is no way to detect the
longevity of my operator due to this possible strain. I understand that there is no guarantee oryarranty,,
on a strained/wom operator.: -
I understand that my/ door and perator ate two "separate mechanisms.
RV OIL OFFICE -COPY
25-POINT SAFETY CHECKLIST
This s ;hecklist is to provide you, the customer, with the
informa_=__Needed to understand our recommendation to make
your door more functional, safe, and properly balanced.
SYSTEM
TYPE:
Operator
Pass Fell WA Pass Fail WA
1) Control Panel / Remotes / Keyless Erdry
❑ ❑ ❑
❑ ❑ ❑
2) Boom /Trolley
❑ ❑ ❑
❑ ❑ ❑
3) Safety Eyes
❑ ❑ ❑
❑ ❑ ❑
4) Motor / Gear
❑ ❑ ❑
❑ ❑ ❑
5) Bell wire
❑ ❑ ❑
❑ ❑ ❑
6) Safety Reverse / Limit Switch
❑ ❑ ❑
❑ ❑ ❑
Force Settings
Doors
Up
DOH"'
7) Door Balance
❑ W ❑
❑ Q . ❑
8) Springs
❑ A ❑
❑ ❑ ❑
9) Rollers
❑ 01 ❑
❑ ❑ ❑
10) Cables
8 ❑ ❑
❑ ❑ ❑
11)'Safety Cables =
❑ ❑
❑ ❑ ❑
12) Drums
RT ❑ ❑
❑ ❑ ❑
13) Center.Bearing
❑ iff ❑
❑ ❑ ❑
14) End Bearing Plates
p ❑ ❑ ❑
❑ ❑ ❑
15) Pulleys
❑ '❑ ❑
❑ ❑ ❑
16) Forks
❑ ❑ ❑
❑ ❑ ❑
17),-Shaft
❑ ❑ ❑
❑ ❑ ❑
18) Hinges
❑ ❑ ❑
❑ ❑ ❑
19) Brackets
❑ ❑ ❑
❑ ❑ ❑
26) Tracks
❑ ❑ ❑
❑ ❑ ❑
21) Hinge Arms
❑ ❑ ❑
❑ ❑ ❑
22) Strut / Truss Rod
❑ ❑ ❑
❑ ❑ ❑
23) Spring Anchor
❑ ❑ ❑
❑ ❑ ❑
24).Bottom Weather Seal
❑ ❑ ❑
❑ ❑ ❑
25) Panel. Condition .
❑ ❑ ❑
❑ ❑ ❑
Technician's Evaluation / Recommendation Notes:
"Ilk e00�
Technician's Signature / e-giE gr
heduledDate o/-06 %!V
pletion Date Completion Time
lour Service. We want our customers to fully understand any recommendations that
)f a technician's recommendation and/or receive a second opinion.
ACCEPTANCE OF WORK ORDER AGREEMENT: The above or attached prices,
specifications, and conditions are satisfactory and hereby accepted. Precision Door
Service is authorized to do the work as specified. Payment is due upon job completion.
Precision Door Service is only responsible for work that was performed on the
The components of the Garage Door or the operating
system servic by Precision Door Service for warranty protecting,.
Customer Signature Date
Customer email Address'
WARRANTY OPTIONS: ❑ Limited Lifetime
❑ 1 Year Warranty
Customer Initials
For Customer Service Call Toll Free.1-S695
❑ 5 Year Warranty
❑ 90-Day Warranty
x 7 Cf_i�
MAW MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 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.%t2 /pera/
DAB Door Company, Inc.
12195 NW 98'h 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 161-
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. `
NOA No.12-0110.08
MlAM4DADECOUTITY
' �, Expiration Date: July 21, 2015
t ,
Approval Date: March 1, 2012
Z ZZ ZO)Z- Jl
uPage 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 AI-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-114101, 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 # 034210.04"
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 08/1-7/1998,
signed by W. A. Jackson, P.E.
az�ur2n�z
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 Comnanv. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.R.C. 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.
O ZL ypl2
C rlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.08
Expiration Date: July 21, 2015
Approval Date: March 1, 2012
E -2
7-1/2' X 3" % 071'
GALV. STEEL END ROLLER
p W/ (6) 114 X 5/8' SMS
p 7-1/2' X 2-1/4' X 18 GA
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
r L DOOR
' 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
.158 DIA GALV. AIRCRAFT TYPE
CABLE d< ICO-PRESS SLEEVE
W/ MIN. 5 0 1 SAFETY FACTOR
7"X3"X
STEEL I
WITH (4) 114 X
SELF DRILLING SCE
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
TOTAL # OF
DOOR
U' EARS AT
HEIGHT
CONSISTS OF
EACH DOOR
0'—W
2 SECTIONS 18'
2 SECTIONS 214
SECTION IS.
3 SECTIONS 21'
7'
4 SECTIONS 21"
—
7'-3'
6 SECTIONS 1W
—
7'—B'
4 SECTIONS 18'
1 SECTION 21"
e'
3 SECTIONS 18"
2 SECTIONS 21'
6'-3'
2 SECTIONS IS'
3 SECTIONS 21'
W—W
1 SECTION IS'
4 SECTIONS 21"
8'-9'
15 SECTIONS 21'
—
9'
6 SECTIONS 18"
—
e'-3'
6 SECTIONS 18'
1 SECTION 21'
4
e'-6'
4 SECTIONS IV
2 SECTIONS 21'
9'-9'
3 SECTIONS IS.
3 SECTIONS 21'
10'
2 SECTIONS 18"
4 SECTIONS 21'
10'-3"
1 SECTION 18'
5 SECTIONS 21'
10'-6"
6 SECTIONS 21'
—
IW-9"
0 SECTIONS IV
1 SECTION 21"
11'
8 SECTIONS 18"
2 SECTIONS 21'
T1'-3"
4 SECTIONS 10'
3 SECTIONS 21
11'-6'
3 SECTIONS IS'
4 SECTIONS 21"
11 —8'
2 SECTIONS 18'
5 SECTIONS 21'
s
12'
1 SECTIONS 18"
8 SECTIONS 21"
12'-3'
7 SECTIONS 21"
-
12'-W
6 SECTIONS 18"
2 SECTIONS 21
12'-B'
5 SECTIONS IV3
SECTIONS 21
13'
4 SECTIONS TV
4 SECTIONS 21
13'-3"
3 SECTIONS TV
5 SECTIONS 21'
13'-Ti
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'
6 SECTIONS 18"
4 SECTIONS 21
14'-e'
4 SECTIONS 18'
5 SECTIONS 21"
g
Jr.
3 SECTIONS IB'
8 SECTIONS 21°
15'-3"
2 SECTIONS 18'
7 SECTIONS 21"
15'-6'
I SECTION 16'
8 SECTIONS 21'
I
I
15'-B'
9 SECTIONS 21"
-
18'
a SECTIONS 18'
4 SECTIONS 21-
TOP FIXTURE 5-1/2' X 2-3/4" X 0.1"
NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) 114 X 3/4' SELF DRILLING SCREWS
$EE SHEET 4 FOR TOP BRACKET OPTIONS
CENTER STILES
SEE SCH. 'A' 1\
N
DOOR OPTION
Z�I�r;LATE-1/8" X .Of O' OPTIONAL VENTS
WITH (4) 014 X 3/4" SDS apNG• AREA NOT TO EXCEED 120 SQ. IN.
CENTER STILE
OUTSIDE END STILE
HANDLE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8° SMS
" Q Err X .SW LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR CENTER STILES
OPTIONAL
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE
_ 8'-0' TO 9'-10"
' DOOR WIDTHS
jorgg
IT
0' TO it'-10'
DOOR WIDTHS
EFER TO SHEET 2
OR U-BAR PLACEMENT
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE
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DAD 3:'! INSIDE ELEVATION } HurricDOORS INC. N
one Master® Model 824/811
RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" H)gh
With Window Lite Option
C DESIGN PRESSURE RATING = + 48.0 PSF;
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT �.._ - 52.0 PSF; 8 $ R
GENERAL NOTES g
SCHEDULE 'A' I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE u $ H 3
CENTER SOLES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING `; 6N.
ODOR WIDTHS I OF CENTER STILES HIGH VELOCITY HURRICANE ZONE. -
8'-0' TO 9'-10, 2 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
1EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL -
0'-0' TO 11'-10" 2 ANCHOR c m
12'-0" TO 1IS-10" 3 DRESSING OR STUCCO. o
14'-0' TO 16'-10" 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL do
15'-11" TO 18'-2' 5 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN c o w
THESE DETAILS ARE NOT PART OF THIS APPROVAL O
®® ®® a A LOAD DURATION INCREA.SP,,IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. b
En�r.—7AH� t
CIVIL PSODUCTREV1sBa
I_ 14'-0FIA. PE-' TO 15'-10' I CAN. •3705Q2
538 . Z e0mplyhpwhA th6 Flod&
DOOR WIDTHS _ .-:.,. Bu ftcode ••
By drawing no.
Mivel del�o41ctt a>rd 98-05
I
OPTIONAL FLUSH FACE LA
WOOD GRAIN DESIGN
SCETION 4
SCERON B
SCE110N B
��
0
SCETION 7
SCETION 7
SCEMN 3
Obi
2
SCETION B
9CETON 6
f
N
SCEnON 5
SCETION 6
SCEOON 1
a S
Ow
SCEBQY 4
SCE71ON 4
4 SECTION DOOR
d
HEIGHT RANGE S'-S' TO 7'-0'
a' O
SCETION 3
SCETION 3
. (3) U_M RS
�j n
7
O
SCETION 2
SCEOON 2
O 0. Q O
p
8
SCEIION 5
SCE710N 5
SCEIION 1
SCETION 1
W 0
{L Z
SCETION 4
SCETION 4
R SECTION DOOR B SECTION DOOR
HEIGHT RANGE 12'-6' TO 13'-3' HEIGHT RANGE 13'-6' TO 14'-0'
SCEMN 3
SCEMN 3
(5) U-ENRS
(6) U-RA"
Q
SCETION 2
SCETION 2
SCEnON 9
�
O
0
SCETION 1
SCEBON 1
SCETIHI 6
SCETION 7
°0
5 SECTION DOD R SECTION DOOR
HBOHT RANGE 7'-S' TO 8'-0'
HEIGHT RANGE e'-3' TO e'-9'
O
(3) U-BARS
(4) U-BARS
V))
SCETION 6
N
Q
SCETION 6
z
SCETION 6
SCETION 6
SCETION 4
SCETION 3
-
B
0
p
Z e
co W
(() Of O I
3
(UU Z
SCETION 5
_
SCEMN 6
SCETIM 4
SCETION 4
SLETION J
SCETION 3
SCEnGN 2
Ooi
SCETION 1
a
_
SCETION 2
SCETION 2
9 SECTION DOOR
HEIGHT ItMJOE N'-3' TO 15'-9'
--
N
��
SCETION 1
SCETIOH 1
SCETION 10
(0) U-BARS
=
R SECTION DOOR R SECTION DOOR
HEIGHT RANGE 9'-0' TO 10'-3' HEIGHT RANGE III -6'
(4) U-BARS (5) U-BARS
SCETION 9
p
Y33?
�
�
u
SCETION B
SCETION 7
V6
SCETION 0
SCETION 7
N
o
SCECON 6
O p
SCETION 5
Scum 5
SCETION 4
SCETION 3
SCETION 4 . , .'
,EOgn 3AV
SCEOON 3
,M PE ML.,85/2
wkh Ih6 Pbide
SCETION 2
�N1W�40
SCE710N 1
SCEHONjitj
`
y
7 SECTION DOOR
SCETION I
Omwa
drawing no.
HEIGHT RANGE 10'-9' TO 12'-3'
N
98-05
(5) U-BARS
10 SECTION DOOR
HEIGHT RANGE IS'-O'
(6) U-epRs
sheet 2 of 6
I-1/4' X 3/4' X 2"
UU BAR REINFORCING TRUSS
OF PANEL TRUSS FASTENED TO
ITERMEDIATE STILES W/ TWO
" S.M.S. AND TO END STILE
114 X 3/4" SELF DRILLING S.
1/2" X 1-3/4" X 16 GA
OPEN TUBE
0 TOP do BOTTOM
OF EACH PANEL
BOTTOM SEAL
.058 ALUM PLATE
WITH 1 8" X 1" S.MS. 048' O.C.
AND R BEER 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.
J.
1.9' X 2.19" x 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
N
- 24 GA. Sihi
�
•f., h
FLAPS BENT OVER PANEL
0 IS
-
IL
1/2" PUNCHED HOLESI
a 4" D.C.
a
'U' 0. I
a d
USE REINFORCING BAR AT I
TOP SECTION ONLY AT I
D a a o
16 CA X 2-1/4• X 3/4' X 2"
OALV. STEEL U.BAR REINFORCING TRUSS
FOUR SECTION DOORS J _
0 47
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO 14 X 6/8" S.M.S. AND TO END
- I
------�
a 3 LL 6
§
1f STILE
W/ FOUR # 14 X 3/4" SELF DRILLING SCR.
ILL t
E m
INTERMEDIATE SECTIONS
REINFORCING
JAL STOP MOULDING
OR INSTALLER
A14 X 5/6' SIAS
B PER HINGE
1/2' X 1-3/4" X .058• FORMED STEEL
OWED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP PoVETS
1-7% X 2-5/8• X .049" STEEL
CENTER STILE, GLUED AND RIVETED
�TO PANEL W/ (4) 3/18" RIVETS POP
111 14 X 5/8• S.M.S.
r 4/ HINGE
3/111" POP AT 11 O.C.
RIVETS
(6) FOR 21" STILES
(5) FOR 18" STILES
tj16 GA. X2-1 4'X3/4"X2"
CALM STEEL BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO 8 14 X 5/8" S.M.S. AND TO END STILE END STILE
W/ FOUR ® 14 X 3/4• SELS DRILLING SCR.
.024" STL. PANEL
TOP SECTION OUTSIDE OF DOD
X 2' X 2-1/2' X .049" STEEL
STILE, CONNECT TO PANELS WITH
S AND TOR (6) 3/16" ALUM RIVETS
DETAIL AA OVE
�
ALV, / \
STEEL INTERIOR SIDE 7-1/2" % .071"
STEEL TRACK CENTER HINGE END ROLLER HINGE
1a cA x 2-1/6 x 1• (STANDARD)
12 G4 X 3-5/18' % 1-1/2' (OPTIONAL) •PUSHNUT 1.82' DU. x .50" STEEL ROLLERS (STD.)
FASTENED TO TRACK PLATES lly
TALLED ON ROLLER SHAFT 1.82" DIA X .50• PLASTIC ROLLERS (OPTIONAL)
W/ 1 4-2D X y8' TRUSS NO.
OTTER M.S. h LOCK NUT SECTION B-B 2.75" DIA. X .50' STEEL RWOLLHR4S (OPTIONAL)
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 MlN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
tlg. JAVAD Z,
MAj1
OIVIL
FLA PE.�s3G• 70592
1/4-20 SS BOLT CA
& NUT
L`
B
rowing no. 11
98-05 11
RIVETS
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.
.09D THK. GAILY. STEEL ADJUSTABLE
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
_SUDS FASTENED TO BRACKET - - 2-1/2. X 4-1/4" X 13 GA. STEEL PLATES
W/ 5/16-18 X 3/4' HEX HEAD WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
M. SCREWS & NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4' X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X .104'
(2) 3/16" POP RIVETS / (( yy CALV. STEEL
FASTENED %0P4)ROLLE4R X 5 8 ET S.M.S.
R
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' DIH. X .50' STEEL ROLLERS
- W/ .44 DIA. X 5" STEM
OPTIONAL INSULATIONS:
BY 'DYP ecr DUCTS LLO
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
BY 'M6ULFDAM LLC'
DENSITY = 0.92 PCF
N.O.A. #07-1016.07
14 GA GAILY. STEEL
ROLLER HINGES FASTENED
W/ (6) 111 14 X 5/8- SMS
MIN..024" ROLL FORMED STEEL PANEL
DRAWING DUALITY 0-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
! GA. GALV. STEEL
)TTOM BRACKET FASTENED
/ (4) (! 14 X 5/8" SMS
OM SEAL
ALUM PLATE
1/8" X 1" S.M.S. 0 48' D.C.
RUBBER WEATHERSTRIPPING
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORR. TRACK SUPPORT, 2 % 2 X 1/8' HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2' APART
EXAEEDING 8 FT. IN HEIGHT FIRST AT 3" D.C.
II A w 1 REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE Z n
• W/ 3/8-16 X 3/4' BOLT &NUT C F ?�
A t J AND TO SPRING SHAFT GUIDE WITH Z ixd (2) 1/4-20 X 5/8- BOLT & NUi
Q; O
RACK LENGTH =OPENING HEIGHT PLUS 12" C
cl
VERTICAL TRACK_jF
8
GA GALV. STEEL TRACK 2-1/8" X i' X .080' VVV p
SECTION A —A O 0 a e
DOOR
• SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
5TH
B1
B2
04
85
86
B7
88
t1'-0`
18"
18'
18"
18"
N/A
1'
11-3/4"34"
45"
56'
IT
-
.6'-G"
21'
18'
18"
21"
N/A
1"
11-3/4"34'
123-
45"
56'
67'
7'-0"
7'-8"
21'
18.
21"
18"
21"
18"
"
Ntsl/V
N/A
1'
11-3/4"34"
1-3/4"34"
45"
45"
58"
56"
67°
67'
-
78-1/
8'-0"
21"
18"
18"
34"
78-1/
G
`. *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
• FOR DOORS MORE THAN 8 FT.
HIGH, USE ADDITIONAL TRACKt%PRACKETS
AT 10" O.C.
1.9" X 2.19" X 3.3" X .090"p"j}1
STEEL TRACK BRACKETS
2--3/16" HIGH
i
CONNECTED TO TRACK WITH
14) 1/4" BOLTS &NUTS. Y/1L8
�N��
Qwel
4"
4" ro
M
.�i zisu m
�m0 I
4 0 3i
C3
N
STANDARD LIFE LOW HEADROOM
DOUBLE TRACK
"• CMI, PROA=REV1SBD
}TA PE JP 70592 tiv0mvI blbwh6UroFloTW o
CA . 3538
Em " ►,0 08 H.
� ���� drawing no.
98_05
sheet 4 of 6
2: 1-1/2" MIN.
0
� I E DiST,
i
28Y
WOOD BU
I
�g
1/4" DIA. LAG SCREWS I WOOD BU I -AT46"FROLA
M ENDSREWS
AT 6" FROM ENDS 2BY
AND 11' O.C. MAX. I I AND 11" O.C. MAX,
WOOD FRAME BUILDINGG
STUD WALLS OR DOOR OPENING (NOT BY OAR DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2XB PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM F007ING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE,
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
12. O.C. INTO BLOCK WALL, WITH 2-1 4" MIN. EMBED
9" O.C. INTO 3D00 PSI CONCRETE, WITH1-3/4" 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" LOT BY 'IIW' WRH SPACING OF
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2• MIN. EMBED
3" MIN, EDGE DISTANCE
3/6" 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 300D 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 1 5 RAM EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
U
STRATE
ANCHOR
SPACING
p
ANCHORS
1 STRUCTURE I EMBED SPACING EDGE DIST.
M
S 8 HLC SLEEVE BY HLTI
CONC.
1-1 4
B"
r
3 B HLC SLEEVE BY HLTI
FlLLED BLOCK
1-1 4•
h
�I
5/16" X 1-5/8"
3 8 DYNABOLT BY T(W'
CONC.
1-1 2
LAC SCREWS
STEEL STRUCTURE BY OTHERS
1 2• DYNABOLT BY 'IN1
FILLED BLOCK
1-7 6
8'
4"
Z vj N
AT 11' D.C.
MUST SUPPORT THE LOADS IMPOSED
BY ODOR SYSTEM
3 B POWER -BOLT BY POWERS
CONC.
2"
B"
2•
— Z e
3 8 SLEEVE -ALL BY SIMPSONS
CONIC.
1-1 2
8"
3"
1n 'm p 1
CONCRETE f'c 3000 PSI MIN.
o
0
� �
•
5/16" DIA, DOLTS
C-9D GROUT FILLED BLOCK Pm
a 2000 PSI MIN.
O Z ^
WITH WASHER & NUT
AT 12" O.C. MAX.
EDGE DIST.
v�
e�S
m
N
N
I
I1-1/2„
1-1/2•
1-1/4" X 2-1/2• X 14 CA
CONY. STEEL ANGLE
1-1/2"
�a^
12 GA. CALM STEEL
FLAT BRACKETS t3' LONG
AT 12 O.C. IN DOOR OPNG.
AT 18' O,C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
a
'"
3
W/ (3) SPOT WELDS AT EACH SIDE 2-1/8• X 1" X 14 GA,
CALM STEEL
3
L�
TRACK FAST((EN))ED TO TRACK PLATES
SCOTY2ED 1G3.XLBK NUT HD.
CIV/IL,7
• �A .`1i33d 82
PRODUCTREVES20
go«6gyft whhlE "m&
I,o� u� za
Br
Mimi Pmiluet Grltrof
irawing no.
98-05
i
I[o
r .soo
DOOR PANEL
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
�l
,y
24 GA. (.024) STEEL MIN.
SEE EVIDENCE
PAGE
^�
z
O�
r
"
-7/16' DIA. WASHER
OPTIONAL WINDOW LRES IN ANY LOCATION
I.765
1.725Q
1.80D
a
4
�Q8 X 3/4" SMS
® 3/B' FROM ENDS
7" O.C. MAX
21 3/4"
MAX.AND
WDW. WIDTH
.176O
a
a Q C S
(4) �B X 3/4" SMS
A 1-3/8" FROM ENDS
G7 18 1/8"
\ 3 \ J D. O.
* EXTERIOR FRAME * INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJEC7ION
O °T G
3
�' = m i
AND 6-1/2' O.C. MAX
u� o
Q
DEEP
O
GROOVE.062
64I NWZE �3AWCAPLAICS
%
%
�I
3
m
O
> M
NOA (TOB-0305.02.
a]
e
Fn
Z_ V
�n0)C
Poo
0B�
Oz
in
� n
N
In _
175 X .062 DEEP
0
GROOVE
—
(4) aB X 3/4" SMS
NDS
AND 6 1/20 1-3F'RO C. EMAX.
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH WINDOWS
it
�
S
5
I N
o
rs
01
®B X 3/4' SMS
AND 4M9
/2FRO.C. EMAX.1
/-GROOVE .062 DEEP
I
c 0
_
❑
Is X 3/4" sMs i ltAd'I "I I I�1
01 3/8" FROM ENDS
AND 7" O.C. MAX.
\ _ �49r JA AD AHMAD gg
`7/16' DIA. WASHER \`� ` - _ _ _ _ _ _ _ _ _ FU PCIVIL 2 � ��F I +
d.
DOOR PANEL UWA 2- 1i .D S 5
ANEL 24 GA (.024) STEEL MIN. EXTERIOR 0
244 GADOOR P 0224) STEEL MN, GW;N MBE D.L. OPG. f
WINDOW WIDTH 98-05
(shoat 6 of 6