BP2004-425MIAMI SHORES VILLAGE
( 0 )
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Phone #
Date
Type Insp'n
Permit No RP
Name
Address q o .r. lo / J
Company
Inspection Date \() 4 /0
Approved
Correction
Re -Insp' n Fee
Permit Type (c
Owner's Name (Fee Simple Title o . er
le ): Building
Owner's Address 3k
Tenant/Lessee Name
Job Address (where the work is being done) ',�
City Miami Shores Village County
Is Building Historically Designated YES NO
$ Value of Work For this Permit \\
.Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING f
PERMIT APPLICATIJ14 Z
FBC 2001
Master Permit No.
Electrical Plumbing Mechanical Roofing
\\ N , (1 \ _�1 \ \c . `, Phone ) ) � r 1 -
City \,, - ,--N State '� 1 Zip fit' \? `
Miami -Dade Zip _. 1 c)
Phone #
Permit No. (1 •e 7COLI ' L i 25
Contractor's Company Name \$`,1 ► _ _ _ Phone #
Contractor's ldress 1 - ` .1�� Yl �- 2_1 ''\'r:
City kl State`' ' Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
Square Footage Of Work:
Type of Work: ❑Addition ❑Alteration ❑New Repair /Replace ❑ Demolition
Describe Work: C - rr
J
V Ot1 / r
Submittal Fee $ hC ( Permit Fee $ ret/ " CCF $ t 0 CO /CC
Notary $ Training/Education Fee $ C.! r " 0 Technology Fee $ . i 7)
Total Fee Now Due $ 5 . / D
(Continued on opposite side)
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Scanning $ 6 Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
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,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be 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.
Sign �� -; 4 _ •,\ L \ Signature
Owner or Agent Contractor
The foregoing instrument was acknowled _ed before me this The foregoing instrument was acknowledged before me this
day of ircap ,200-1, by , j: � .� , " day of _ , 20 —, by
who is .er onally known to me or who has produced I who is personally known to me or who has produced
NOTARY
Sign:
Print:
My Commission Expires:
Chc 12/15/03
As identification and who did take an oath. as identification and who did take an oath.
= NOTARY PUBLIC:
sion .fib m3
Sign:
Print:
My Commission Expires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .V *� *tt *Z884 * * * * * * * * * * * * * * * * * **
1
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
Signed: (INSPECTOR)
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305- 795 -2204 Permit Number: BP2004 -425
Printed: 3/30/2004
Applicant: ALLAN
Owner: KELLEY
JOB ADDRESS: 720 NE 101 ST
Contractor
Local Phone:
Parcel # 1132060172210
Building Permit
KELLEY
ALLAN
Contractor's Address:
Permit Status: APPROVED Permit Expiration: 9/25/2004 Construction Value: $1,700.00
Work: GARAGE DOOR
Page 1 of 1
Legal Description: AMD PL MIAMI SHORES SEC 4 LOTS 5 & 6 & W10FT LOT 4 BLK 104 PB
Fees: Description Amount
FEE2004 -3343 Building Fee $100.00
FEE2004 -3344 CCF $1.20
FEE2004 -3345 Notary Fee $5.00
FEE2004 -3346 Training and Education Fee $0.40
FEE2004 -3347 Technology Fee $2.50
FEE2004 -3348 Scanning Fee $6.00
Total Fees: $115.10
Total Fees: $115.1,
Total Receipts: $0 00
6 . . 1
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
Located at: C) `C1 \ `M\ K \ r Yb g
By
Produced
OWNER BUILDER DISCLOSURE STATEMENT
1 - 1 1 )-eke
- 7_,eQ
. VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
being the legal property owner, for the property
Legally described as
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure
Statement, which entitles me td 3Irork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the constT uction yourself. You may build or
improve a one - family or two-family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not Iicensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
initial of reviewing clerk. Tile foregoing instrument
Proof of ownership provided ( )
Was aclgtowledged before me this 2q da of rrOMO_(IL .
r
`Iho i s personally known to me or who has
as identification and who did take an oath..
mis5 or.0:231c13
° ^ 3Cr 12es: n i 203i
--;1, �O7 �pe�� Lond?•dl Thru
Atlantic Bondin;; Co.,
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
DAB Doors Inc.
12195 N.W. 98 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 by Miami -Dade County Product Control Division and accepted by the Board
of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -
Dade County Product Control Division 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 High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door16'- 2" Wide.
APPROVAL DOCUMENT: Drawing No. 01 -19, titled "Sectional Residential Garage Door ", dated 04/06/01 with last
revision on 08/30/01, sheets 1 through 3 of 3, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, P.E.,
bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date
by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
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 tennination and removal of NOA.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer
shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer 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 for Dade County under this Notice of Acceptance
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 # 01 -0626.01 consists of this page 1 as well as the approval document mentioned above.
The submitted documentation was reviewed -h' (and F. For PE.
_J
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA do 03- 0402.01
Expiration Date: October 04, 2006
Approval Date: April 24, 2003
Page 1
'DOOR IiEIGHT
CONSISTS OF
6' -6"
2 SECTIONS 18"
2 SECTIONS 21"
6' -9"
1 SECTION 18"
3 SECTIONS 21'
T
4 SECTIONS 21'
—
T -3'
—
—
1-6"
5 SECTIONS 18'
-
7' -9'
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21'
8' -3"
2 SECTIONS 18"
3 SECTIONS 21'
8' -6"
1 SECTION 18'
4 SECTIONS 21"
8' -9"
5 SECTIONS 21'
—
9'
6 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 " -6"
6 SECTIONS 21'
—
10' -9"
6 SECTIONS 16
1 SECTION 21'
11'
5 SECTIONS 18"
2 SECTIONS 21'
11' -3"
4 SECTIONS 18"
3 SECTIONS 21"
11' -6"
3 SECTIONS 18'
4 SECTIONS 21"
11' -9"
2 SECTIONS 18"
5 SECTIONS 21'
12'
1 SECTIONS 18'
6 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'
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' 13 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"
—
16' 6 SECTIONS 18'
4 SECTIONS 21"
CENTER STILES CONFIGURATION
DOOR WIDTHS
j OF CENTER STILES
8' -0" TO 9' -0"
2
9' -1" TO 11' -10"
2
11-0" TO 13' -10"
3
14' -0" TO 15' -10'
4
15-11" TO 16' -2"
5
CENTER STI
SEE SCH.
1 10101
MAX. DOOR WIDTH
16' -2"
7 -1/2" X .071" GALV. STEEL
END ROLLER HINGE
W/ (6) # 14 X 5/8" SMS
7- X .050' GALV. STEEL
CE R HINGE
W/ (4) j 14 X 1/2" SMS
LOCK
2/ DOOR
3/4" 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
SFBC 3603.2 REGARDING GARAGE DOORS
7 X 7 GALV. AIRCRAFT TYPE
CABLE & NICO —PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
CENTER STILE
OUTSIDE HANDLE
7 "X3'X 0.1
STEEL PLATE
WITH (4) #14 X 3/4" •
SELF DRILLING SCREWS
END STILE
OUTSIDE KEYED _LOCK
LOCK BAR LOCKING SHOWN
I►
8' -0" TO 9' -0"
DOOR WIDTHS
DOOR WIDTHS
12' -0' TO 13' -10"
DOOR WIDTHS
PUSH NUT
CENTER STILES
■
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.16T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
SCHEDULE 'A'
TOP FIXTURE
5 -1/2' X 2 -3/4" X 0.1'
- STEEL PLATE WITH
(6) #14 X 3/4" SELF DR'LLNG SCREWS
OPTIONAL VENT
MAXIMUM OPENING AREA
120 SQ. IN.
- -—
14' -0" TO 15' -1O"
DOOR WIDTHS
1
DOOR WIDI i5
15' —'1" TO 1F' -2'
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
OPTIONAL FLUSH FACE
WOOD GRAIN DESIGN
LEA
1-
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DAB DOOR MODEL 824
MAX. SIZE 16' -2" WIDE X 16' -0" HIGH
DESIGN PRESSURE RATING = + 48.0 PSF
— 52.0 PSF
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 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
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE # 16557
s* i •
APr) :i<<<o CU sr'ulaU L °.1 :,1 7iit
SHIN FLORIDA, BU/ CODE
GATE (ICI ..�
BY '
'RODUC1 CO DIVISION
BUILDING CODE COMPLIANCE OFFICE
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01 -19
(sheet 1 of 3 j
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16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS 0 TOP OF PAJ:Q.
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES w/ TWO # 14 X 5/8" S.M.S.
AND TO END S11LE
W/ FOUR 14 X 3/4' SELF DRILUNG S.
055" X 2 -1/4" X 2" GALV. STEEL U.BAR
REINFORCING TRUSS 0 BOTTOM OF PANEL
TRUSS FASILNED TO VERTICAL INTERMEDIATE
STILES W/ TWO #14 X 5/8" S.M.S.
AND TO END STILE
W/ FOUR if 14 X 3/4" SELF DRILLING S.
1ST SECTION (BOTTOM)
REINFORCING
SOUTHERN PINE
0.55 S.G.
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8' X 1" S.M.S. 0 48' 0.C.
AND RUBBER WEATHERSTRIPPING
OPTIONAL STOP MOULDING
BY DOOR INSTALLE
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1 -3/4' LAG SCREW
HEX WASHER HEAD TYPE A
1 -1/4"
1
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
2 -1/8" X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ t 4 -20 X 5/8" TRUSS HD.
SLOT 17._ & V 1,- . j 1
1/2" X 1 -3/4" X 16 GA.
(O.0•o8 ") OPEN TUBE
0 TOP & BOTTOM
OF EACH PANEL
_
# X 5/8" SMS
6 PER HINGE
7 / • ':'
iNs7ALLED GN k1LLER SHAD
INTERMEDIATE SECTIONS
REINFORCING
7 -1/2" X.050
GALV. STEEL
CENTER HINGE
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 STILE
W/ FOUR # 14 X 3/4" SELF DRILLING SCR.
1/2" X 1 -3/4' X .058" FORMED STEEL
-GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16" POP RIVETS 0 12" 0.C.
1 -7/8" X 2 -5/8" X .049' STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
# 14 X 5/8" S.M.S.
4/ HINGE
L
INTERIOR SIDE
SECTION E -E
POP RIVETS
7 -1/2" X .071 "J
END ROLLER HINGE
TOP SECTION
REINFORCING
DGE
3/4" X 2" X 2 -1/2" X .049" STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (4) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
3 -3/4" MIN.
DISTANCE
• e p e
1.82" 1. X .50 P:JLL
W/ .44 DiA. X 4 -1/4" STEM
16 GAX 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 STILE
W/ FOUR # 14 X 3/4" SELS DRILLING SCR.
e H1-1 /8 "h-
'/4 -20 SS BOLT
& itv.
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
0 4" 0.C.
1/2" HILTI SLEEVE ANCHORS OR EQUAL
1 -1/2" MIN. EMBED INTO MASONRY
1 PER BRACKET
Engn DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE # 16557
24 GA. STEEL PANEL --
0
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-END STILE
7
63- o4v_2I
jQDD
FPTr.lVED AS Ci
SOUTH FLORID& BUI1UIid COOL
WE OCT � � 9 'i
Cr by
CON .`.. DIVISION
RUliOW; CODE. COIiPIIE.NCF OFFICE
1CCHif. tF. � �:�_
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drawing no. )
01 -19
(sheet 2 of 3 ,1
DOOR
HEIGHT
• SECTION HEIGHTS
BRACKET PLACEMENTS
1ST
2ND
3RD
4TH
5TH
B1
B2
B3
B4
B5
.86
B7
B8
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"
78-1/4"
7' -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"
HIL11 SLEEVE ANCHOR SPACING
ANCHOR
STRUCTURE
EMBED
SPACING
5/16
BLOCK
1 -1/4"
6
CONC.
1"
6
3/6
BLOCK
1 -1/4"
8
CONC.
1 -1/4"
9
f
J
2"
SECTION A - A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
14 G& GALV. STEEL ADJUSTABLE
SLIDE FASTENED TOO BRACKET
M/ IS CREWS? 3/4" & NUTS." HEX HEAD
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
2 -3/4" X 5 -1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (6) # 14 X 5/8" S.M.S.
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" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
QPTIONAL INSULATIONS
BY 'APACHE PRODUCTS CO'
EPS- EXPANDED POLYSTYRENE
DENSITY = 1.07 PCF
N.OA # 98- 0904.04
OR
ISO -25 POLY - ISOCYANURATE
DENSITY = 2.0 PCF
N.OA # 98- 0904.03
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
w/ (6) # 14 X 5/8" SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALRY G -40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL
1
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) # 14 X 5//8" SMS
re
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
2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES
WELDED TO 1 -1/2" X 1 - 1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4 -20 SS. BOLT & NUTS
L7)
z
Z
w
0
n
N
m1
TRACK CONFIGURATKE
CAST ALUM.
„,_---- DRUM
WOOD FRAMLBUILDINGS
STUD WALLS OR COOR OPENING SHALL BE FRAMED SOUD
BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2
OR BETTER WOOD STUDS.
STUD WALLS TO EE CONT. FROM FOOTING TO TIE BEAM.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH TRACK BRACKETS TO
PRESSURE TREATED 2X6 W000 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 8" 0.C.
OR 3/8" DIA. HII.TI 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 {j 5 BARS EXTENDING INTO
FOOTING AND INTO TIE BE +MS, ALL BARS SHALL BE
CONTINUOUS FRCM TIE SEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
HORIZ. TRACK SUPPORT AS READ.
BY DOOR INSTALLER
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
•- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C.
14 GA. GALV. STEEL TRACK
y ---- -� 2" X 3 -1/2" X 12 GA. TRACK BRACKETS
2 -3/16" HIGH
CONNECTED TO TRACK WITH ONE
1/4" BOLTS & NUTS.
1 -1/2"
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
1/4" 0 HEX HEAD
M.S. & LOCK NUT 0 12" 0.C.
ALTERNATE TRACK INSTALLATION
3" X 2" X 14 GA
CONT. STEEL ANGLE
2" X 3" X .102" STEEL
FLAT BRACKETS 0 ±12" 0.C.
CONNECTED TO CONT. ANGLE
W/ (3) 1/4" 0 SPOT WELDS
i
J4
MIN. EDGE
DISTANCE
1-3 3/4"
TYPICAL
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FI A. PE # 16557
CONC.= MIN. 3000 PSI
1 -1/2" I•.-
1/4 -20 SS BOLT & NUT
AT 12" 0.C.
2 -1/8" X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4- 20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
LPPrOVED LS COMPLYIEB WITH THE
SOUTH FLORID', BUIL4I +WODE
DATE ICI 0 JU1
BY
PRODUCT CO L DIVISION
BUILDIN( CODE COMPLIANCE OFFICE
E4CCFY ANCE !.t). Q/ —C 26.G/
co
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W �
Q J
L_
U z
Z
co o
CS
O z
CO J
(
in
c
0
t_
c
0
0.
N
a0
0
.0
0
0
0
0
0
0
d
m
0
0
w
x
)
drawing no.1
01 —19
(sheet 3 of 3