67 NE 94 St (5)C3NTRAEC'II'O"
»an112 alJAYf l Doo r Co, I AC •
License No. c;tj 65cz ; i 0 S
... tip[ oc I
Adrress3m ILFE t
t4 is vl i , 1 1— .
Sf-r
3313 ?
';123221 a1112 ? 0 - iS? — `4(13
Fa y 'Zs w!!5
Quali f ier Name—bag; K
Alteration Interior
)1 k : I' 1 01\ NLI( L
New Construction
Let) 4 •r3rm
Alteration Exterior
fry i, E . q- S'i-_
Repair
Alteration Interior
Demolish
' ti,i s 1ci tiuie�1)61 lit 5 �7 -- °
Relocation of Structure
7f_./1)
, e -° 6 5�� — 4 7
Foundation Only
TYPE OF MANAGEMENT (✓ )
New Construction
Enclosure
Alteration Exterior
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'l Attachment
Other
Add'll Detachment
Other
ORES
STRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Villaget
Step 1.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the
processing of your application, you may be asked to submit additional information.
Complete the attached permit application which must be si ned b the ,ro.ert owner and • ualifier. Both si nature must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit-
ted along with this permit application.
r Address
32O( 0/30 — 70
:errant Information
PERMIT TYPE (✓ )
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
Apt.
Master Permit No.
PERMIT APPLICATION
Subsidiary Permit No. 6P .op 9°
. 3 3
City . State
Description of Work ( / �G G _e _ . .1T
Zip
T ._' PRO � cs2_/ Bloc'. j
7 . ;h,Ii \ i.,iun C / PP /o =71 :'CC Zoning iJ/ Linear Feet
a m ,� q
Current Use of Property f�l iL Z 1./ Q _ i Square Feet i b 5' di Units 0 Floors C t�
Proposed Use of Property J4 4 d a /tee 4_ J Value of Work 4 gC15-, z' J
Bldg Value
Tax Assessed/Appraised Value /V/ A
Base Floor Elev.
PERMIT CHANGE (✓ )
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspecton
ARC
TECT
L is e No.
72 :27_: 22
EzEil
Flood Zone
NGINEER
Nance
Lncenss No.
Address
7deiephone
IF=
oc0 0 ?(),‘
Page 2
IMPORTANT NOTICES
1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers.
AFFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, 1° Floor, (305) 679 -1078. Once recorded, the Notice of Commenceme mu§ b- 'OSTED AT THE JOB SITE in
accordance with Section 713 -35 of Florida Statutes. Review the brochure at lage / II. on Construction Lien Law and
Choosing a Contr
SEAL:
OF ORIDA ' 'i UNTY OF MIAMI -DADE
ure of Owner
cal, ,g .
Print Name 11 QQ
Sworn to and subscribed before me this day of
Signature of Notary Public - State of Flo
My Commission DD2164810
Ariti Sonia Ortega
%a o Expires July 06, 2007
Personally known OR, Produced Identification
STA
Signatur of Contractor / Qualifier
Print Name
Sworn to and subscri
•
A, COUNTY OF MIAMI -DADE
before me this
PERMIT APPLICATION
/ da of 6thia ,
• I
42a JENNIFER JOHNSON
MY COMMISSION # CC 903127
tor ft EXPIRES: Jan 18, 2004
1-800-3-NOTARY Fla. Notary Service 8 Bonding Co.
Signature of No
SEAL:
Personally known OR, Produced Identification
Type of Identification Produced: dbn, vas J 1� Type of Identification Produced:
E
TYPE
Minimum Fee
QTY.
TYPE
Dryer
QTY.
1
TYPE
Outlet, Appliance
QTY.
TYPE: QTY.
Service Repair
A/C Central 1 -3 Ton
Bath Tub
Fan
Drinking Fountain
Outlet, Wall
Miscellaneous Repairs
Service, Temporary
A/C Central 4 -7 Ton
Fire Pump
Outlet, Switch
Signs
A/C Central 8 -15 Ton
:.
Fixture - IEluorescent
Oven
Space Heater (kw)
A/C Central 16-20 Ton
Fixture Light
Parking Lot Lights
Spas/Hot Tubs
,
A/C Central: 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage It isposal
Range/Range Top
Swim Pool, Residential
Chi:Ier
Generators, etc.
Receptacles
Switchboards
Cear Violations
" eat Recovery
Refrigerator, Comm. (p/>'PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Refrigerator, Domestic
Temp for Test - 30 days
-
Dee;a Freezer
Low -volt, Wire
Renew - Temp Service
Roof r.''et
Demolition
Low -volt, IIntercom/Teleph.
Repair Circuits
Septic Connection
Dishwasher
Low -volt, Television
Service, Number of Amps
Septic Tank
PLUMBING
TYPE
A/C Condensate
YrY.
TYPE
Drains, Roof
QTY.
TYPE
Miscellaneous Fixture
QTY.
TYPE.
Soakage Pit
QTY.
Bath Tub
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
Bidet
Filter Replace
Pool Piping
Sprinkler Repair
:.
Cap - Fixture
Fountain
Pump and Abandon
Sprinkler System
Cap - Water
Gas - Appliance
Pump, Domestic
Supply, AC Well
Cap - Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Ciathes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Utility - Water
t;y.`.shwasher
Indirect Wastes
Relay Repair
Vacuum Pump
IIrisaosai
Interceptor
Roof r.''et
Water Closet
Dorne3tic Weil
Laundry Tray
Septic Connection
Water Heater
i t n ¢eid, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
D - a.ins, Area
Meier Set (Gas)
Sewer Connection
Water Re -pipe
i '&is, Floor
Minimum Fee
Shower
Water Service
t:::::-air,., French
Miscellaneous Equipment
Sink
Well, Supply
.7age 3
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
M CHANICAL
TYPE
Minimum Fee
QTY. TYPE
Condensate Drain
Cooling Tower
Dryer Vents, Number of
Ductwork, Cost of
Fire Sprinkler System
Fireplaces, Number of
QTY. TYPE
I
Generator
Heating Strips, each
Paint Booth
Piping, Flammable Liquid
Process/Pressure Piping
Pressure Vessel
QTY. TYPE
Refrigeration, Tons
Vent Hood, Cost
Ventilation, Cost
Periodic Inspections
QTY.
A/C Central, Tons
A/C Wall/Win. Tons
Air Handler, Tons
Barbecue
Bath Fan - Vented, #
PERMIT APPLICATION
RECEIVED AND REVIEWED BY: DATE:
SECTION
BY
DATE
Zoning
Electrical
Mechanical
Plumbing
Fire
Public Works
Structural
ie
Building Official
At
O CT
- 2 2
Page 4
OFFICE USE ONLY
CHECKLIST
❑ OWNER - BUILDER FORM
(Attach)
❑ FIRE DEPARTMENT
APPROVAL (Commercial /
multi - family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
PERMIT FEES
$3.00 per page (Scanning Fee) $
Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.) $
Inspector State Educational Fund
State DCA (Radon)
Code Enforcement Fine
Zoning Review
Notary
❑ PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
❑ OTHER
(Specify & Attach)
/ 00
66
$ (¢.005 / sq.ft.)
$ (¢.01 /sq.ft.)
03
(z .ft. = x/1000
PERMIT APPLICATION
❑ CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
❑ CONTRACTOR REGISTRATION
(On File)
TOTAL $
ISSUING OFFICIAL
REVIEWED AND PREPARED BY: DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com
Approved
Correction
MIAMI•DADE
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 -Dadc County Product Control Division and accepted by the Boar
of Rules and Appeals (BORA) to be used in Miami Dadc County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid aftcr the expiration date stated be low. The Mianu -Dade County Product Control Division (I
Miami Dade' County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
oses. If this product or material fails to perform in • the accepted manner, AI
. testing and the AHJ may immediately revoke, modify, or suspend the use of suc
BORA reserves the right to revoke this acceptance, if it is determined by Miarr
this product or material to meet the requirements of the applicable buildir
MIAMI SHORES VILLAGE
MILDINC DEPARTMENT , �q J
/d
305- 795 -2204
Building Inspection Request
Type Insp'n
Permit No.
Name
Address
Company
Phone Z �( 1'
For Inspector: (0 2 2 / ame & Date
Re- Insp'n Fee
/-
MIAMI-DADE COUNTY, FLORID
METRO -DAI)E FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 37 S -2908
I n, and has been designed to comply with the High Velocity Hurricane Zone of 12
16'- 2" Wide.
01 -19, titled "Sectional Residential Garage Door ", dated 04 /06 /01 with last
'3, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, P.E.,
;ontrol Renewal stamp with the Notice of Acceptance number and expiration da
)1 Division.
d Small Missile Impact
anent label with the manufacturer's name or logo, city, state and following
:ontrol Approved ", unless otherwise noted herein.
red after a renewal application has been filed and there has been no change in E
ng the performance of this product.
after the expiration date or if there has been a revision or change in the materiz
process. Misuse of this NOA as an endorsement of any product, for sales,
toniaticall' Icitninate this NO 1 Failure to comply with :tm section of this O
O
of NOA
tc ntanufacunci to dot tcsuitr of all coils utic,l to 1:11)m,:•r
)ccin)cns shall he cut (torn c:..h coil ant tensile tcstcd a coidir.r t • .. 1 is
J and paid by the manufacturer I:\'en 111101101S. four limes a year. the 1113111113C
cd reports \vitli confirmation that the specimen \vcrc scledlcd from coils at the
notarized statement from the manufacturer that only coils with yield strength c
door panels for Dade County under this Notice of Acceptance
3er preceded by the words Miami -Dade County, Florida, and followed b3
:rtising literature. If any portion of the NOA is displayed, then it shall be done
)A shall be provided to the user by the manufacturer or its distributors and shall
the request of the Building Official.
Insists of this page 1 as well as the approval document mentioned above.
ved by Candido F. Font PE.
NOA No 03- 0402.
Expiration Date: October 04, 200(
Approval Date: April 24, 200
Page
CENTER STILES CONF CIWAT1ON
0008 WIDTHS
1
( CF CENTER STILES
8' -0" TO 9'-O"
2
9' -1" TO 11• -10'
2
12' -0° TO 13' -10"
3
14 ° -0" TO 15 -10
4
115• - 11 - TO 16•
5
`DO0. Haan'
CONSISTS OF
5 -45
2 SECS IC
2 SECTIONS 21"
6
1 SECTION 18
3 SECTIONS 21"
7F
4 SECTIONS 21"
-
r
-
-
7' - ts -
5 SECTIONS W
—
T—
4 SECLIONS 18"
1 SECTION 21
B"
3 SECTIONS 18"
2 SECTIONS 21"
C -S
2 SECTIONS 18"
3 SECT10t1S 211
4 SECTIONS 21"
C -6" I1 SECTION 1C
6 " -S
MI5 SECIIONS 21'
6 SECTIONS 18
-
-
9'
9 " -3 5 SECTIONS 18'
1 SECTION 21
9' -6" 4 SECTIONS 18'
2 SECTIONS 21"
9 3 SECTIONS 18
3 SECTIONS 21
1O 2 SECTIONS 18°
4 SECTIONS 21"
ITC -3" 1 SECTION 18'
5 SECTIONS 21'
T/O'-6" 6 SECTIONS 21'
-
1(>t- 6 SEA 18
1 SECTION 21"
11 SECI1011S 18"
2 SECTIONS 21
11C" -3° SECTIONS 18
3 SECTIONS 21
tr SECTIONS 18"
£ SECTIONS 21"
tits' -41 • SECTTONtS 18'
5 SECTIONS 21'
1[2" 1 SECTIONS 18'
6 SECTIONS 21
11Y• —•,T SECTIONS 21
—
cr—s- SECTIONS 18"
2 SECTIONS 21"
Er-9P SW110 15 18'
3 SECTIONS 21'
13' SECTIONS 18'
4 SECTIONS 21"
13'-3 SECTIONS 18"
5 SECTIONS 21'
1:5* -6 r SECTIONS 18'
6 SECTIONS 21'
I3 --6" 1 SECTION 18"
7 SECTIONS 21"
14' ;. SECTIONS 21'
-
141' r -. SECTIONS 18'
3 SECTIONS 21'
14 "r SECTIONS 18 -
4 SECTIONS 21"
*s - 9 ° 4 SECTIONS 18'
5 SECTIONS 21"
15" 3 SECTIONS 18"
15' - 0" a srcitoNs t8
1 1. '. *C1Ktt1 '.8
t5 0" i1 St:.")tOral, fl
6 MOTIONS 21"
7 S!C110?4S 71
t•. '.1' ■• .
y-1 2 ° X .Or G V. STEEL
R HINGE
w/ (4) 1 14 TC 1/2 SUS
, LOCK
2/ DOOR
I
I
I I `- 3/4 W X _15 T?'K. LATCH
,e {
/
SWING LOADED SUDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) € - 14 X 1/2 S.M.S. Z
'8" MIN. LOCK ENGAGELSENe C0 4FORL S TO
SFBC 3603.2 REGARDING GARAGE COORS
7 X 7 GALV_ AIRCRAFT TYPE
E & NIC( SLEEVE
Wf WN. 5 TO 1 SAFETY FACTOR
7 -1 /2 X .071 GALV. STEEL
ENO RO(LER HINGE
W/ (6) f 94 X 5/8" SITS
OUTSIDE HANDLE
CENTER STILE
7 X3 "X0.1"
SlLLL PLATE -
WITH (4) f 14 X 3/4"
SELF DRILLING SCREWS
END STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
CENTER STILES
8'-0' TO 9
DOOR WIDTHS
• (.1 11,
000R WIDT
PUSH NUT
i
LOCK BAR GUIDES
INSTALLED ON END STILE
WTH (4) f14 X 5 /E= Sh'S
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
5 -1/2' X 2 -3/4° x o.1
STEEL WITH
(57 !F 14 X PLATE 3/4 SELF DRILLING SCREWS
OPTIONAL. VENT
MAXIMA OPENING AREA
120 SO. I31
SCHEDULE A
CENTER STILES
SEE SCH. ° A'
D
f•'I
14' -01 TO 15-10"
DOOR WIDTHS
MAX. DOOR WIDTH
16' -2"
INSIDE ELEVATION
R' ;ED PANEL EMBOSSED DOOR
OPTIONAL FLUSH FACE
W000 GRAIN DESIGN
r lc: 4:t+
O3 )1c 1
o 9�DC�
L A
1-
x
0
cc
0
0
0
O
CC
t0
U 0
o w o
z
0
0
w
(1)
z
00
O
0
i
O to
I z
is w
DAR DOOR MODEL 824
tJAA. SIZE 16 -2 WIDE X .o' -0' HIGH
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
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 PV
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
Fla PE E 16557
APPROVED AS COMPLYING WITH iii
SOUTH FLORIDA 6U11 1CODE
GATE OCT 0
BY
0DUC1 CO I DIVISION
mints( COD- COWLIANCE OFFIC
z
Z
r t3
Oct
a
a
O v) st
w O
1%) 0
C33 Z � I ` I o�
O Q Q
P vi 0
ct W r
to
0 t)
• w ���
0
w
03
0
M
U j
Q J •
U=
Z
03 w
[n rnp
lY
O ;
O z
0 tr)
co w
Q N
o to
w
0
0
0
0
•
0
u
d rawing n`
0 1 —1c
I •t•1 i
0
a
v
16 CA. X 2 -1/4 X 2° GAIN. STEEL U.BAR
RCIABORCRIC TRUS5 0 TOP OF lM111
TRUSS F1t5TQ$D TO VERTICAL ICITERmED'ATE
STIES b ttt0 f 14 X 5/8 S.r1KS _
PO TO DO STILE
16t/ EOUR f 14 X 3/4 SELF 1')I ILMIG S.
MSS X 2-4 /C" X 2 CALM_ STEEL MBAR
BERZFORMIG TRUSS O BOTTOM CV PANEL
'TRIMS =EKED - TO VERTICAL RITEMEIYATE
S IUES W AQG ( 14 X 5/8 &KS_
EiD1 t!a m STILE
WI FOUR € 14 X 3/4" SELF OtattUNG S.
1ST SECTION' (BO TO )
RE1NP MBIG
SO HERN Pia
0 S.C.
1.9° X 2 X 3.3° X A90"
SIT L WOK BRACKETS
SIBS SHEET 2 FOR SPACING
BQQTOM SEAL
ALUM PLATE
BM 1/8 X 1" S.MS. 0 48 O.C.
ANI RUBBER WEATHERSTRIPPING
CPT STOP 140U1031C
BY 000R 1NSTA41LLilt
SM.:. TRACK ERACKEt FAST EN:I)
TO WOOD JAMB WITH . _
5/16 x 1 - 3/4" LAC SCREW /
1WEX WASHER HEAD TYPE A/
1 . 1 -1/4°
2 -1/8 x 1 X .078
CALM_ WEIL TRACK ) %•.
fAPTr? TO TRACK PLATE
1 . 1 1/< ?0 Y. /H rrrll`.S ' I()
" r
1/2° X 1 -3/4 X.16 : CA.
(o.3: •) OPEN TUBE
0 TOP & BOTTOM
OF EACH PANEL
14 X 5/8 SUS
C. P[P H;NGL
INTERMEDIATE SECTIONS
REINFORCING
7 -1/2" X .050"
GALV SUFI
16 CAA 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 1 14 X 3/4 SELF DRILLING SCR.
1/2" X 1 -3/4' X .058" FOR),IED STEEL
- GLUED TO AND SECURED TO
END STILF 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
f 14 X 5/6" S.M.S.
4/ HNIGE
INTERIOR SIDE
POP RIVETS
1 ', /2 Y Gil
TOP
i l
TOP SECTION
REINFORCING
16 GAX 2 -1/4 X 2 GALV. STEEL U.BAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO f 14 X 5/8 S.M.S.
AND TO END STILE
W/ FOUR f 14 X 3/4 SELS DRILLING SCR.
3/4 X 2 X 2 -1/2' X 049' STEEL
END STILE, CONNECT TO PANELS
FLAPS AND (4) 3/16
SEE DETAIL ABOVE
3 -3/4" MIN.
DGE DISTANCE
' o o
'- 1/4 -20 SS DOLT
NUT
FLAPS BENT OVER PANEL
24 GA. STEEL PANEL-
1/2 PUNCHED HOLES
0 4° O.C.
1/2 HILT1 SLEEVE ANCHORS OR EQUAL
1 -1/2° MIN. EMBED INTO MASONRY
1 PER BRACKET
Engr. OR. HUMAYOUN FAROOQ
STRUCTURES
FIA PE # 16557
1
0
0
0
- END STILE
LPPi:u;VFD AS C.:.4_.
SOUTH FLORIDR BUILGIK CODE
LATE OCT 0 SUS
KI17)11Ti CDC ' DIYISIDH
�I' +Irlti Iii , "�14p ' tl
I
C
0_
O
O
0
W
c
Tr)
1
O
0 0
0
U
N
4)
0
t1
a)
O
tr)
<
1L
U =
Z_ 1-
CO W
(n Q) 0 I
0
O z = N
� o
CO CD
< c Q w
O = l-
•
O
s
V
1
�1rr, ;ny n
n1 --1
DOOR
HEIGHT
• SECTION HEIGHTS
BRACKET PLACEMENTS
1ST
2ND
3RD
4TH
5TH
81
B2
B3
84
B5
B6
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"
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"
14 G& GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16 -10 X 3/4° HEX HEAD
Id_ SCREWS & NUTS.
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" X .058 FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(21 3/16" POP RIVETS
2- 3/4 "'X 5 -1/2° X 3" X .104"
GALV. STEEL
TOP R03.LER BRACKET (DOUBLE)
FASTEtv3D w/ (6) $ 14 X S /8 S.M.S.
y O
HORIZONTAL REINFORCEMENT
1/2° X 1 -3/4° X .058" FORMED STEEL
GLUED TO PANEL AND FAS1tKED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING R18
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS
EY 'APACHE PRODUCTS CO'
EPS- EXPANDED POLYSTYRENE
DENSITY = 1.07 PCF
N.O A E 98- 0904.04
OR
ISO -25 POLY- ISOCYANURATE
DENSITY = 2.0 PCF
N.0.A. f 98 -0904.03
14 GA. GALV. STEEL
±✓OLLER HINGES FASTENED
W/ (6) E 14 X 5/6" SL'S
MIN. .024" ROLL FORIAED STEEL PANEL
DRAWING QUALITY G -40
MIN. YIELD STRENGTH = 39 KSI
Tat H PRIMER AND BAKED -0N
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) f 14 X 5/8" SUS
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
lal
0
z
z
w
0
0
0
w
0
0
0
CO
0
CO
C y
C
TRACK CONFIGURATION
CAST ALUM.
�/ CABLE DRUM
14 CA. GALV. STEEL TRACK
2" X 3 -1/2" X 12 GA. TRACK BRACKETS
2 -3/16" HIGH
CONNECTED TO TRACK WITH ONE
1/4" BOLTS & NUTS.
WOOD FRAME BUILDJNGS
STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD
BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2
OR BETTER WOOD STUDS
STUD WALLS TO BE 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. HILTI SLEEVE ANCHORS, 1 -3/4' MIN.
EMBED AND A SPACING OF 12" 0.C.
THE BLOCK WALT. CELLS SHALL BE GROUT FILLED A...
REIMOPCiD v/11H FOUR j 5 bAkS EXTEND :NG I': ",
HORIZ. TRACK SUPPORT AS REQO.
BY DOOR INSTALLER
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.
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.
.3 is 7 X. 1 < G.-.
COLT. STEEL .A':GLE
2 X 3" X. 102" STEEL - -
FLAT BRACKETS C ±12" 0.C.
CONNECTED TO CONT. ANGLE
w/ (3) 1/4" c SPOT WELDS
HILTT SLEEVE ANCHOR SPACING
ANCHOR STRUCTURE EMBED
BLOCK 1 -1/4"
CONC. 1 "
BLOCK 1 -1/4"
CONC. 1-1/4'
CONC.= MIN. 3000 PSI
5/16
3/8
MIN. EDGE
DISTANCE
1-3 3/
TYPICAL
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE E 16557
SPACING
6
6
8
9
1
4 '�1/4 -20 SS BOLT & Nt'7T
AT 12" O.C.
GALV.
STEEL TRACK
2 -1/8 X 1 X .078
ALTERNATE TRACK INSTALLATION FASTENED To TRACK PLATES
W/ (2) 1/4- 20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
J
0
PRODIICT iilti II DIYISIOK
F:jli[,I" rON C MPIIb.NC[ OfFICE
0_
0
O
0
W co
Q O
to
id '
1
Z -
(J) g cs n i
CD 1/1 O I
J
O z ^
to 6
00 47 )
U Q NQ - 1
w Q r = F-
)
LPPR VED LS COMPLYiI':6 WITH THE
SOUTH RO;.I() BUft I . CODE
DATE 1 CT U
Dl'
0
0
0
r-
t W
N
0
I
drgw in'
01 - -1