55 NE 100 St (5)Date Z772- 3 Job Addr
Legal Description
Owner /Lessee/Tene
Owner's Address
Contracting Co.
Qualifier
State #
Permit Type (circle one):
Square Ft.
Notary as to Owner a
My Commission Exp
PERMITTAPP,LICATION FOR MIAMI SHORES VIL _
10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 •
aAVUcbiZE L+L c>
J ► O LL
d/A
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON
THERE WILL BE NO INSPECTION. RE- INSPECTION
B ! ALLING FOR AN
WORK DESCRIPTION:
' 2U
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMEI�
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NO
Application is hereby made to obtain a permit to do work and installation as indic
all work will be performed to meet the standards of all laws regulating construction
for all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate
regulating construction and zoning. Furthermore, I authorize the above named con
Si>auature of owner and/or Condo President
1 1 s 1
resident
es JENNIFER JOHNSON
MY COMMISSION # CC 903127
'or ve EXPIRES: Jan 18, 2004
1 -800-3-NOTARY Fla. Notary Service & Bonding Co.
I ,
FEES: PERMIT
APPROVED:
Zoning Building
Mechanical
5— We ( mac 5( Tax Folio
/ 9 / / ?, /w /c
(
-- Historically Designated:
Municipal # 3b ita(fSZ)6 V
SS#
ELECTR6CAL
Date
Date
'mate
Sig
M
RADON — C.C.F ' U
Plumbing
Address
ax: 305- 75 -8972 - -
�� `3ZOC ON 817/21
C13A0
Master Permit #
Competency #70
` _ 7/ 5'
i07
Phone
MIAMI SHORES VILLAGE
, BUILDING DEPARTMENT
305- 795 -2204
B ildin: Inspection Request
Time
Type Insp'n
Permit No.
N
Address
Compan
Phone #
For Inspector `/%
Approved
Correction ❑
Re- Insp'n Fee ❑
Name & Date
3 a) 7.r7 -5`x /3
Ins. Co.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
DAB Door Company, Inc.
12195 NW 98 Avenue
Hialeah Gardens ,FL 33018
Your application for Notice of Acceptance (NOA) of:
,Sectional Residential Garage Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types oG
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If, thi
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend th
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it i
determined by BCCO that this product or material fails to meet the requirements of the South Florid
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0516.03
EXPIRES: ,08/09/2006
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has'been reviewed by the BCCO and approved by the Buildin
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions s.
forth above.
APPROVED: 08 /09/2001
\ \s 0450001 \pc20001\templues\nouce accepuncc cover page dot
Internet mail Address: Iuts(nr; is lcr {;cociconlinc.com
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDINC
BUILDING CODE COMPLIANCE OFFICI
METRO -DADE FLAGLER IIUILDINC
140 \VEST FLAGLER STREET. SUITE 160_
MIAMI. FLORIDA 33130 -156:
(305) 375 -2901 FAX (305) 375 -290:
CONTRACTOR LICENSING sumo:
(305) 375.2527 FAX (305) 375-255.
CONTRACTOR I.:NFORCEM I.:NT DIVISIO:
(305) 375.2966 FAN (305) 375 -290
Raul Rodriguez
Chief Product Control Division
I'ItODUCr CONTROL DIVISIO:
(305) 375 -2902 FAX (305) 372 -633
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Of(icc
I(onrclrl,c: Iittl\:/ /sysysv.huildinCcodconlinc.conr
DAB Door Company, fnc. ACCEPTANCE NO: 01- 0516.03
APPROVED: AUG 0 9 2001
EXPIRES: AUG 0 9 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
t. SCOPE •
L1 This approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to cor
with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations wh(
the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating val.
indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following
documents: Drawing No. 01 -09, titled "Sectional Residential Garage Door" prepared by Al Corpora
dated 02/01/01 with no revisions, Sheet I to 3 of 3. It bears the Miami -Dade County Product Control Apprc
stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Confrol Division.
These documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under ti
approval.
3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this N(
of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTi
S by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times
year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimen
were selected from coils at the manufacturer's production facilities. And a notarized statement from the
manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to make door panels fc
Dade County under this Notice of Acceptance.
4. INSTALLATION
4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawi)
The installation of this door does not require a Hurricane Protection System
5. LABELING
5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following
statenicnt: "Miami -Dade County Product Control Approved
6. BUILDING PERMIT
6.1 Building Permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in section
6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate 1.
installation of this system.
Candido Font, PI., Sr. Product Control Examine'
Product Control Division •
DAIS Door.Company, Inc. ACCEPTANCE NO.: 01- 0516.03
APPROVED: AUG 0 9 2001
EXPIRES: AUG 0 9 2006
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the orij
submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) ye.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific
conditions of this Acceptance. I
3. Renewals If Acceptance will not be considered if
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the
is not in compliance with the code changes; .
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no lo
practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically b
cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of
revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acceptance number preceded by the words Miami -Dadc County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displa■
then it shall be 'done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provid
the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. T
engineer 'iced not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptanc
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
END OF THIS ACCEI'TAN.CF,
-3-
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204 Permit Number: BP2003 -607
Printed: 4/17/2003
Applicant: AUGUST
Owner: WOLFE
JOB ADDRESS: 80
Contractor CRAWFORD DOOR CO INC
Local Phone: 305 - 757 -4113
Parcel # • i 132060130300
Fees: Description Amount
FEE2003 -2262 Building Permit Application Fee $60.00
FEE2003 -2263 CCF $0.60
Total Fees: $60.60
Total Fees: $60.60
Total Receipts: $0.00
Permit Status: Approved Permit Expiration: 10/14/2003 Construction Value:
Work: REPLACE GARAGE DOOR
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all
ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to
and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without
authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the
ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done
by his agents, servants or employees.
Signed:
ncetom
t ements .%
or empl
In consideration of the iss
with the plans, drawings, s
myself, my agent, servan
A 7 7 Signed:
NE 94
Building Permit
WOLFE
AUGUST
ST
Contractor's Address: 339 NE 69 ST
Page 1 of 1
(INSPECTOR) BY:
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT
of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity
specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either
es.
AEG 1201 050903 0810 MCu01 006966 CHARGE
(Contractor or Builder) BY:
3' X 1 -1/2' X 6 -1/2' X .1' STEEL
WITH (2) 114 X 3/4' SELF DRILLING SCREWS
7 X 7 GALV. AIRCRAFT TYPE
CABLE & MO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
.071' X 7-1/2" GALV. STEEL
END ROLLER HINGE
W/ (6) /14 X 5/5 SUS
LOCK DOOR
.071' X 7 -1/2' GALV. STEEL
CENTER HINGE
W/ (4) #14 X 1/2' SMS
t
SPRING LOADED SUDE BOLT LOCK (BOTH SIDES),
FASTENED W/ (4) f 14 X 1/2 S.M.S.
5/8' MIN. LOCK ENGAGEMENT CONFORMS TO
SFBC 3603.2 REGARDING GARAGE DOORS
i
X
INSIDE ELEVATION
0
2
z
0
V1
W z
1L'
0
0
0
w
Q
(1
OUTSIDE HANDLE
CENTER STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
LOCK BAR GUIDES
INSTALLED ON ENO STILE
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
RAISED PANEL EMBOSSED DOOR
IS NOT A MASTER DRA'%V 4C.
11-LItO ONLY FOR ONE TIME PERMIT.
GENERAL NOTES
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND
LOADS AS PER ASCE 7-88 USING CORRESPONDING LOADS.
2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. All BOLTS, NUTS MO WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DENTS ARE NOT PART OF THIS APPROVAL
DAB DOOR MODEL 824
MAX. SIZE 9' -4" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING = + 50.0 PSF
- 60.0 PSF
NOV 0 4 2002 NOV 0
Enyr. DR. HUM■YOUN FAROOQ
STRUCTURES
PE 16557 AUG 2001
0l- 0S/6.o
C O
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0
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drawing no.
01 -09
(sheet 1 of 3
I.
CONSISTS OF
-6'
2. SECTIONS 18'
2 SECTIONS 21'
r 1SElGNiT
-9'
t SECTION 18"
3 SECTIONS 21'
7
SECTIONS 2r
i
- 3'
■
-
7%-6'
SECTIONS 18 -
7'-9'
SECTIONS 16" 1 SECTION 21'
8'
SECTIONS l8- "2 SECTIONS 21'
8' -r
• SECTIONS 18' 3 SECTIONS 21'
8'-6'
SECTION 18' 4 SECTIONS 21'
8 -9'
- • SECTIONS 21" -
9'
• • SECTIONS 18" -
9' -3"
• SECTIONS 15 1 SECTION 21"
9'-6"
4 SECTIONS 1 2 SECTIONS 21'
9' -9'
SECTIONS 16' 3 SECTIONS 21'
10'
SECTIONS 18" 4 SECTIONS 21'
,.10' -r
I SECTION 18' 5 SECTIONS 21"
10'-6"
SECTIONS 21' -
10'-9'
SECTIONS 18' 1 SECTION 21"
11'
- SECTIONS l8- 2 SECTIONS 21'
11' -3'
SECTIONS .1V 3. SECTIONS 21'
11'-6'
SECTIONS 18 4 SECTIONS 21'
11"--97
SECTIONS 16" 5 SECTIONS 21'
12'
1 SECTIONS 16' 6 SE]C710NS 21"
12"-3`
SECTIONS 21" -
• 1r-6
SECTIONS 16' 2 SECTIONS 21
12•-9'
- SECTIONS 18" 3 SECTIONS 21
13'
SECTIONS 18' 4 SECTIOt6 21
13'-3
• SECTIONS 16' 5 SECTIONS 21"
13'-6'
• SECTIONS 1r 6 SECTIONS 21'
13'-9'
SECTION 18' 7 SECTIONS 21'
14'
• SECTIONS 217:-
14'.-3"
SECTIONS 16' 3 SECTIONS 21'
14'-6'
- SMIONS 18' 4 SECTIONS 21"
14' --9
SEGpONS._ 18' 5 SWIMS 21
15'
• . - SECTIONS .16`.6 SE7GT10NS 21
1 5'=3 -
SECTIONS 18' 7 SECTIONS 21
15' -6'
SECA l 16 ' 8 SECTIONS 21"
1 5' -9" .
SECTIONS 21' -
16'
SECTIONS 16" 4 SECTIONS 21'
3' X 1 -1/2' X 6 -1/2' X .1' STEEL
WITH (2) 114 X 3/4' SELF DRILLING SCREWS
7 X 7 GALV. AIRCRAFT TYPE
CABLE & MO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
.071' X 7-1/2" GALV. STEEL
END ROLLER HINGE
W/ (6) /14 X 5/5 SUS
LOCK DOOR
.071' X 7 -1/2' GALV. STEEL
CENTER HINGE
W/ (4) #14 X 1/2' SMS
t
SPRING LOADED SUDE BOLT LOCK (BOTH SIDES),
FASTENED W/ (4) f 14 X 1/2 S.M.S.
5/8' MIN. LOCK ENGAGEMENT CONFORMS TO
SFBC 3603.2 REGARDING GARAGE DOORS
i
X
INSIDE ELEVATION
0
2
z
0
V1
W z
1L'
0
0
0
w
Q
(1
OUTSIDE HANDLE
CENTER STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
LOCK BAR GUIDES
INSTALLED ON ENO STILE
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
RAISED PANEL EMBOSSED DOOR
IS NOT A MASTER DRA'%V 4C.
11-LItO ONLY FOR ONE TIME PERMIT.
GENERAL NOTES
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND
LOADS AS PER ASCE 7-88 USING CORRESPONDING LOADS.
2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. All BOLTS, NUTS MO WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DENTS ARE NOT PART OF THIS APPROVAL
DAB DOOR MODEL 824
MAX. SIZE 9' -4" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING = + 50.0 PSF
- 60.0 PSF
NOV 0 4 2002 NOV 0
Enyr. DR. HUM■YOUN FAROOQ
STRUCTURES
PE 16557 AUG 2001
0l- 0S/6.o
C O
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drawing no.
01 -09
(sheet 1 of 3
I.
CENTER STILE
r -- A
I'il
s
i
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/
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I
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/
\
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OPTIONAL VENT OPTIONAL FLUSH FACE
MAXIMUM OPENING AREA WOOD GRAIN DESIGN
120 SQ. IN.
MAX. DOOR WIDTH
.
3' X 1 -1/2' X 6 -1/2' X .1' STEEL
WITH (2) 114 X 3/4' SELF DRILLING SCREWS
7 X 7 GALV. AIRCRAFT TYPE
CABLE & MO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
.071' X 7-1/2" GALV. STEEL
END ROLLER HINGE
W/ (6) /14 X 5/5 SUS
LOCK DOOR
.071' X 7 -1/2' GALV. STEEL
CENTER HINGE
W/ (4) #14 X 1/2' SMS
t
SPRING LOADED SUDE BOLT LOCK (BOTH SIDES),
FASTENED W/ (4) f 14 X 1/2 S.M.S.
5/8' MIN. LOCK ENGAGEMENT CONFORMS TO
SFBC 3603.2 REGARDING GARAGE DOORS
i
X
INSIDE ELEVATION
0
2
z
0
V1
W z
1L'
0
0
0
w
Q
(1
OUTSIDE HANDLE
CENTER STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
LOCK BAR GUIDES
INSTALLED ON ENO STILE
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
RAISED PANEL EMBOSSED DOOR
IS NOT A MASTER DRA'%V 4C.
11-LItO ONLY FOR ONE TIME PERMIT.
GENERAL NOTES
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND
LOADS AS PER ASCE 7-88 USING CORRESPONDING LOADS.
2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. All BOLTS, NUTS MO WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DENTS ARE NOT PART OF THIS APPROVAL
DAB DOOR MODEL 824
MAX. SIZE 9' -4" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING = + 50.0 PSF
- 60.0 PSF
NOV 0 4 2002 NOV 0
Enyr. DR. HUM■YOUN FAROOQ
STRUCTURES
PE 16557 AUG 2001
0l- 0S/6.o
C O
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0
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drawing no.
01 -09
(sheet 1 of 3
I.
1.9" X 2.19" X 3.3" X .102
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
OPTIONAL STOP MOUUXNG
e occe INSTALLER
2-1/8 X .078' CAM STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK MIT
• STEEL TRACK BRAG/CET FASTENED
TO W000 JAMB WITH
ONE 5/16' X 1-5/8 VG SCREW
SOUITIERN PINE -
0.55 S.G. „- : -
K.4 - .• •
3 / 4 MAX .
_114 X 5/8" SUS •
6 PER HINGE
1/2" X 1-3/4" X .059 FORMED tttL
--CUED TO PANEL Ate SECURED TO
END STILE WITH 3/16' POP RIVETS 0 12" 0.0
7-1/2' X .050 GALV. STEEL
CENTER HINGE
7/16" PUSHNUT SECTION B—Ei
INSTALLED ON ROLLER SHAFT
f14 X 5/8' SALS.
' HINGE
INTERIOR SIDE
1 X 2-5/8" X .045" STE
-CENIER STILE. GLUED AND RIVETED
TO PANEL W/ (4) 3/16' RIVETS
7-1/2" X .071'
END ROLLER HINGE
3-3/4" MIN.
FLAPS BENT OVER PANEL
EDGE DIST.
• •
• • • ;711
' • f>
1/2" PUNCHED HOLES
0 4' O.C.
3/4" X 2" X 2-1/2' X 18 GA. STEEL Lo.cAct" i END STILE
• ENO Frit& cON,NECT TO PANELS WITH
FLAPS AND 3/16' ALUM RIVETS • _ _ _
SEE DETAJL ABOVE
24 GA STEEL PANEL
3/16" ALUM RIVETS
5,16. Hi. SLEEVE ANCHORS OR EQUAL
1 - 1/2" MIN. EMBED INTO MASONRY
1 PER BRACKET
1/4-20 SS BOLT & NUT
1.82' DIA. X .50' ROLLERS NOV 0 5 200
W/ .44 DIA. X 4 STEM
NOV 0 4 2002
Engr: DR. WUMAYOUN FAROOQ
STRUCI.IRES
FLA. PE 1 16557
JUL 12 2001
01— 0 SI6 . 03
c
Tri
1
0
drawing no.
01-09
(sheet 2 of 3
DOOR
HEIGHT
• SECTION HEIGHTS
BRACKET PLACEMENTS
1ST
2N0
3R0
4TH
5TH
81
B2
83
84
85
86
87
B8
6 -0'
18"
18"
18"
18'
N/A
I.
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' -O"
21"
21"
21"
21"
N/A
1'
11 -3/4"
23"
34"
45"
56"
67"
78 -1/4"
T -6"
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"
SLEEVE- ANCHOR - SPACING - - ---
ANCHOR
STRUCTURE
EMBED
SPACING
5/16"
BLOCK
1 -1/4"
11
CONC.
1 -1 4'
1 -1/4'
11•
14"
3/8"
BLOCK
CONC.
1 -1/4"
17"
i' I •
n
CC
0
03
CC
. S ,
1"
- o
- - 7/16" DLA - X" - 3= ROUIR SHAFT
w
SECTIOLI A —A
POP RIVETS
089' GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 c X 3/4' HEX HEAD
HORIZONTAL REINFORCEMENT
1/2' X 1 -3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL. STILES 15TT11
(2) 3/16" POP RIVETS
2 -7/8' X 5 -1/2' X 3' X .1'
CAL!. STEEL.
TOP ROLLER BRACKET (DOUBLE
FASTENED w/ (6) 1 14 X 5/8 S.M.S,
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .059' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES NTTH .
(2) 3/16' POP RIVETS
5/16" MEETING RIB
OPTIONAL INSt n ATIONS
fly "APACHF PROOUCTS CO'
EPS- EXPANDED POLYSTYRENE
DENSITY - 1.07 PCF
N.O.A. f 98- 0904.04
ISO-25 POLY- t50CYANURATE
DENSITY - 2.0 PCF
N.OJ� f 98- 0904.03
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
WI (4) f 14 X 5/8" SMS
MIN. .024' ROLL FORMED STEEL PANEL
DRAWING QUALITY G -40
MIN. YIELD STRENGTH •• 39 KSI
WITH PRIMER AND BAKED -ON
POLLSTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) /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
5/16' X 1 -5/B" LAC SCREWS INTO WOAD OR
5/16' SLEEVE ANCHORS
WITH 1 -1/4' EMBED INTO MASONRY
3 PER BRACKET
2 -1/2' X 4 -1/4" X .1' STEEL PLATES
WELDED TO 1 -1/2" X 1 -1/2' X .089' ANGLE
FASTENED TO TRACK
WITH (4) 1/4 -20 SS. BOLT & NUTS
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TRACK CONFIGURATION
#1W TRACK LENGTH - OPENING HEIGHT PLUS 12"
11 �
• : :: II •
: • •
CAST ALUM.
CABLE DRUM
WOOD FRAME BUILDING
STUD MULLS OR DOOR OPENING SHALL BE FRAMED SOUD
BY NOT LESS THAN ( 2X6 PRESSURE TREATED GRADE 2
OR BETTER WOOD
STUD WAILS TO BE CONT. FROM FOOTING TO TIE BEAM.
WOOD BUCK COKECTION TO MASONRY
TRACK SHALL. 1 BE SECURED WITH TRACK BRACKETS TO
PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL
BE ANCHORED TO GROUTED REINFORCED MASONRY
BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS
WITH 1 - 3/4' EMBED AND A SPACING OF 10" O.C.
OR 3 /B' DLA. HILT1 SLEEVE ANCHORS. 1 -3/4' MIN.
EMBED AND A SPACING OF 12" O.C.
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND
REINFORCED WITH FOUR f 5 BARS EXTENDING INTO
FOOTING AND INTO TIE B ALL BARS SHALL BE
CONTINUOUS FROM TIE BEMIS TO FOOTING.
•- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10' O.C.
14 GA. GALV. STEEL TRACK
2" X 3-12" X 12 GA. TRACK BRACKETS
2 -3/16" HIGH
CONNECTED TO TRACK KITH ONE
1/4" BOLTS & NUTS.
1 -1/2"
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
i iiis i a,SFet tS
3 1
HORIZ. TRACK SUPPORT AS REQO.
BY DOOR INSTALLER
1/4' 0 HEX HEAD
M S.
& LOCK NUT 0 12' O.C.
1 1/4" X 2 -1/2' X 14 GA
CONT. SILLL ANGLE
.102' GA GALV. STEEL FLAT
BRACKET ± 3" LONG 0 ±12" O.C.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ALTERNATE TRACK INSTALLATION
NOV 0 4 2002
rT
JUC 1 Nol
MIN. EDGE
- DISTANCE
• T L • . .
Engr. OR. HUIIAYOUN FAR000
STRUCTURES
FLA PE f 16557
- a{1 -1/2'
14 GA. GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2 ) 1/4- 20X5 /B" TRUSS HD.
SLOTTED M.S. & LOCK NUT ...
NOV
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S./
drawin n o.
01 -09
(sheet 3 of 3