40 NE 98 St (7)R
OWNE ►
\ame
Name C��Z i t� [
"
Address /� /� OE 9 �,
WNW M s o.E. S 3313K
Home Telephone's i1r_. ^-7 l T s - - gej.�( CJ
l
Business Telephone
Fax
TYPE OF MANAGEMENT (✓ )
New Construction
Enclosure
Alteration Exterior
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'l Attachment
Other
Add'l Detachment
Other
INSTRUCTIONS - The following steps must be taken to obtain a permit from the i\Iiami Shores Village:
Step 1.
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures 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 submitted
along with this permit application.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zobing Department for processing. During the
processing of your application, you may be asked to submit additional information.
APPLICATION
Ad
Job Address:
IJE i ' s MI.ArkAl s40 s P- 13g
Apt. City State Zip
Address
(9 'n
Folio Number )/ 3 a b ) OP 0 Description of Work P%P Pi AL DOz&
Lot oL E l/) Q Block
� Subdivisior(eG.1 T,XB o pG) 0
Current Use of Property
Proposed Use of Property
Tenant Information
PERMIT TYPE ( ✓)
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
PERMIT CHANGE (✓ )
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
ARCHITECT
Name
License No.
Address
Telephone
Fax
Zoning Linear Feet
PERMIT APPLICATION
Master Permit No.
Subsidiary Permit No.
Square Feet Units Floors
Value of Work Dd Bldg Value
Tax Assessed/Appraised Value
Flood Zone Base Floor Elev.
ENGINEER
Name
License No.
Address
Telephone
Fax
CONTRACTOR
Name
License No.
Address
Telephone
Fax
Qualifier Name
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 Commencement must be POSTED AT THE JOB SITE in
accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and
Choosing a Contractor.
STA • OR P • , CO ? •
1 _� ..i !,4RIAM.i i.1. ••1/ —
Si a,'of
Print Name / Print Name
S 'o to . nd subscribed before me this ! 6 day of et Sworn to and subscribed before me this day of
Ignature of
SEAL:
Personally known
E
F MIAMI -DADE
otary Public - r1c�Ai ;;oY t•, +" _ = >t
OPttY "tie ANGELA i LA M Ect.%W`LR
. { r i0 co!�;.awon pu .GEx
N `?•° Q C .7dees.:1 zl S
OF
:�.�, �" Q �E
F O _z.
STATE OF FLORIDA, COUNTY OF MIAMI -DADE
Signature of Contractor / Qualifier
Signature of Notary Public - State of Florida
SEAL:
PERMIT APPLICATION
OR)), Produced Identification / ) Personally known OR, Produced Identification
Type of Identification Produced P1 DL 453 t�'41 =�{r'b - 's D Type of Identification Produced:
ELECTRICAL
TYPE
Minimum Fee
QTY.
TYPE
Dryer
QTY.
TypE
Outlet, Appliance
QTY.
TV'I'P.
Service Repair
QTY.
A/C Central 1 -3 Ton
Dryer Vents, Number of
Fan
Ventilation, Cost
Outlet, Wall
Ductwork, Cost of
Service, Temporary
Periodic Inspections
A/C Central 4 -7 Ton
Fire Sprinkler System
Fire Pump
Outlet, Switch
Fireplaces, Number of
Signs
A/C Central 8 -15 Ton
Fixture - Fluorescent
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 Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Refrigerator, Domestic
Temp for Test - 30 days
Deep Freezer
Low -volt, Fire
Renew - Temp Service
Water Closet
Demolition
Low -volt, Intercom/Teleph.
Repair Circuits
Water Heater
Dishwasher
Low -volt, Television
Service, Number of Amps
Water Heater New
MECHANICAL
TYPE QTY.
Minimum Fee
TYPE
Condensate Drain
QTY. TYPE
Generator
QTY. ]'YI'1: QTY.
Refrigeration, Tons
A/C Central, Tons
Cooling Tower
- Heating Strips, each
Vent Hood, Cost
A/C Wall/Win. Tons
Dryer Vents, Number of
Paint Booth
Ventilation, Cost
Air Handler, Tons
Ductwork, Cost of
- Piping, Flammable Liquid
Periodic Inspections
Barbecue
Fire Sprinkler System
- Process/Pressure Piping
Bath Fan - Vented, #
Fireplaces, Number of
Pressure Vessel
PLUMBING
TYPE.
A/C Condensate
QTY.
TYPE
Drains, Roof
QTY.
TYPE
Miscellaneous Fixture
QTY.
TYI'P.
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
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Utility - Water
Dishwasher
Indirect Wastes
Relay Repair
Vacuum Pump
Disposal
Interceptor
Roof Inlet
Water Closet
Domestic Well
Laundry Tray
Septic Connection
Water Heater
Drainfield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
Drains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
Page 3
PERMIT APPLICATION
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
RECEIVED AND REVIEWED BY: DATE:
Page 4
OFFICE USE ONLY
CHECKLIST
❑ OWNER - BUILDER FORM
(Attach)
❑ FIRE DEPARTMENT
APPROVAL (Commercial /
multi- family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
$3.00 per page (Scanning Fee)
Miami Shores Village
Bond
$
❑ PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
❑ OTHER
(Specify & Attach)
PERMIT FEES
�o
Metropolitan Dade County (C.C.F.) $ ° "' v ( sq.ft. = x/1000
x ¢.60)
Inspector State Educational Fund $ (¢.005 / sq.ft.)
State DCA (Radon) $ (¢.01 /sq.ft.)
Code Enforcement Fine
Zoning Review
ISSUING OFFICIAL
REVIEWED AND PREPARED BY:
SECTION
Zoning
Electrical
Mechanical
Plumbing
Fire
Public Works
BY
Structural
Building Official
DATE
PERMIT APPLICATION
❑ CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
❑ CONTRACTOR REGISTRATION
(On File)
TOTAL $ rO
DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com
0
,M I A M I•DADE
`3.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
Your application for Notice of Acceptance (NOA) of:
Entergy 6 -8 S/E Outswing Opaque Single w /sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
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 this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.19
EXPIRES: 04 /02/2006
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 Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 06/05/2001
1\s04500011pc200011templates \notice acceptance cover page.dot
Internet mail address: postmaste1 buildingcodconline .cum
.
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WF.ST FLAGLER STREET, SUMP. 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2905
c:ONTRAc:ToR LICENSING SF:CnON
(305) 375 -2527 FAX (305) 375 -2518
c:oN rIL\Crott ENFORCE%IEN r DivIsioN
(305) 375 -2966 FAX (305)375-290s
7
Raul Koartgucz
Chief Product Control Division
PRODUCE CONTROL. DIVISION
(305) 375 -2902 FAX (305) 3724339
Francisco J. Quintana, R.A.
Director
Miami -Dade County
luilding Code Compliance Office
Ilomepage: Intp://www.buildingcodeonlinc.corn
Premdor Entry Systems
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00- 0321.21 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6 -8 S/E Outswing Opaque Single Residential Insulated Steel Door with
Sidelites- Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31- 1020 -EM -O, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in Wood Frames with
Bumper Threshold (Outswing)," prepared by manufacturer, dated 4/09/97 with revision C dated
01/15/01, bearing the Miami -Dade County Product Control approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in approved
drawings.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall bc installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
4.2.1 Door: the installation of this un t wi 1 o re . uir hurricane protection system.
4.2.2 Sidelite: the installation of this uni : • "re a hurricane protection system.
ACCEPTANCE No.: 01- 0314.19
APPROVED . JUN 0 5 2001
EXPIRES April 02, 2006
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall bc accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Scction 2 of this Noticc of
Acceptance, clearly narked to show the components selected for thc proposed installation.
6.1.3 Any other documcnts required by the Building Official or thc South Flor` Building Code
(SFBC) in ordcr to properly evaluate thc install of t is system.
// /.
Manuc Perez, P.E. Product Con
Produc " . ntrol Division
Examiner
f
Prem Entry Systems
9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3.
END OF THIS ACCE ANCE
3
ACCEPTANCE No.: 01- 0314.19
APPROVED
JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
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.
3. Renewals of 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 product 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 scaled thc required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through thc filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acccptancc:
a. Unsatisfactory performancc of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance 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
Notice of Acceptance is displayed, then it shall bc done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall bc available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of
Acccptancc.
Manuel crcz, P.E., Product Cont • xaminer
Product •ntrol Division
4' MAX
15' t MAX
O.E..
15' MAX
0 C.
15' MAX
❑ C. A
15' MAX
❑.C.
15' MAX
0.C.
6' 1AX
4' MAX
4' MAX
PREMDOR (ENTERGY BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
(OUTSWING)
15'
MAX
15'
MAX
22' x 64'
MAX DLO
I5'
MAX
4' MAX-
3' MAX—
l5'
MAX
NOTES:
3' MAX
4' MAX
1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TVO BY WOOD
OPENING..
B. MASONRY OR CONCRETE CONSTRUCTION'VHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION VHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
OR MASONRY VITH OR WITHOUT A NON- STRUCTURAL
ONE BY WOOD BUCK.
3. ALL ANCHORING SCREWS TO BE 810 VITH
MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE
OR 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT
INTO MASONRY.
4. UNIT MUST BE INSTALLED VITH 'MIAMI-DADE COUNTY
APPROVED' SHUTTERS
5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES
AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES.
--4' MAX
—3' MAX
'8'
313/6'(
ON HINGES
313/6'
ON HINGES
14'
MAX
100' MAX
'8'
� - 3' MAX
—4' MAX
14'
MAX
4' MAX-
3' MAX- --
87/16'4 14' MAX
ON ISL HINGE MAX.
KVIKSET DEADBOLT
MODEL 660 SERIES
OR HARLOC DEADBOLT
MODEL B20
r 1/2'
KVIKSET LOCKSETJ
MODEL 0L200 SERIES
OR HARLOC LOCKS(T
, 100
3' MAX
4' MAX--
R.H. OUTSVING L.H. OUTSVING
—4' MAX
—3' MAX
4' MAX—
' MAX
15'�
MAX
3' MAX
a UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR
OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG
TO 5111 IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN
NON- HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO
ACCEPT VATER INFILTRATION.
810 x 1 1/2' MINIMUM EMBEDMENT
(14) PER HEAD 1 SILL. (6) PER JAMB
LTERNATE: 3/16' PFH TAPCONS
1/1 1/2' MINIMUM EMBEDMENT
/2' E EAPLES
A 80 1 /16'
MAX
—4' MAX
188 x 1 3/4' F.H.W.S
3) PER SIDE FROM
JAMB INTO THRESHOLD
APPRO`/E0 AS COMPLYING'MTH THE
SOUTH FI A §UIOI 4' �E
DATE Jn (J J/
PROO i; fITROLOPASIOI
SUIL01 CCCE COMPLIANCE OFFICE
ACCE :CE NO 01-038 tY • /9
6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES.
7. DOOR/SIDEL I TE HEADER, DOOR /SI DEL ITE JAMBS, AND SIDELITE BASE
CORNERS ARE COPED AND BUTT JOINED.
8. DOORS SHALL BE PRE-PAINTED VITH A VATER -BASED EPDXY RUST
INHIBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL.
9. FRAMES SHALL BE PRE-PAINTED VITH AN ACRYLIC LATEX VATER - BASED/
VATER - REDUCIBLE WHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1 MIL.
Win KM 11110,16( : BE
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NQ1W{: rrrcrr t rn 4A nnn ur
MTL• I
31- 1020 -EM -0
SHEET 1 OF 6
Jana unto
If
REOUIREMENT WATER INFILTRATION
IS NOT NEEDED
Is•
--
43 11/16'
TOP OF
TO (E OF
•
15'
'o- MAX
DOOR
LOCK
■
[
I
4' MAX
15' t MAX
O.E..
15' MAX
0 C.
15' MAX
❑ C. A
15' MAX
❑.C.
15' MAX
0.C.
6' 1AX
4' MAX
4' MAX
PREMDOR (ENTERGY BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
(OUTSWING)
15'
MAX
15'
MAX
22' x 64'
MAX DLO
I5'
MAX
4' MAX-
3' MAX—
l5'
MAX
NOTES:
3' MAX
4' MAX
1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TVO BY WOOD
OPENING..
B. MASONRY OR CONCRETE CONSTRUCTION'VHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION VHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
OR MASONRY VITH OR WITHOUT A NON- STRUCTURAL
ONE BY WOOD BUCK.
3. ALL ANCHORING SCREWS TO BE 810 VITH
MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE
OR 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT
INTO MASONRY.
4. UNIT MUST BE INSTALLED VITH 'MIAMI-DADE COUNTY
APPROVED' SHUTTERS
5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES
AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES.
--4' MAX
—3' MAX
'8'
313/6'(
ON HINGES
313/6'
ON HINGES
14'
MAX
100' MAX
'8'
� - 3' MAX
—4' MAX
14'
MAX
4' MAX-
3' MAX- --
87/16'4 14' MAX
ON ISL HINGE MAX.
KVIKSET DEADBOLT
MODEL 660 SERIES
OR HARLOC DEADBOLT
MODEL B20
r 1/2'
KVIKSET LOCKSETJ
MODEL 0L200 SERIES
OR HARLOC LOCKS(T
, 100
3' MAX
4' MAX--
R.H. OUTSVING L.H. OUTSVING
—4' MAX
—3' MAX
4' MAX—
' MAX
15'�
MAX
3' MAX
a UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR
OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG
TO 5111 IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN
NON- HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO
ACCEPT VATER INFILTRATION.
810 x 1 1/2' MINIMUM EMBEDMENT
(14) PER HEAD 1 SILL. (6) PER JAMB
LTERNATE: 3/16' PFH TAPCONS
1/1 1/2' MINIMUM EMBEDMENT
/2' E EAPLES
A 80 1 /16'
MAX
—4' MAX
188 x 1 3/4' F.H.W.S
3) PER SIDE FROM
JAMB INTO THRESHOLD
APPRO`/E0 AS COMPLYING'MTH THE
SOUTH FI A §UIOI 4' �E
DATE Jn (J J/
PROO i; fITROLOPASIOI
SUIL01 CCCE COMPLIANCE OFFICE
ACCE :CE NO 01-038 tY • /9
6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES.
7. DOOR/SIDEL I TE HEADER, DOOR /SI DEL ITE JAMBS, AND SIDELITE BASE
CORNERS ARE COPED AND BUTT JOINED.
8. DOORS SHALL BE PRE-PAINTED VITH A VATER -BASED EPDXY RUST
INHIBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL.
9. FRAMES SHALL BE PRE-PAINTED VITH AN ACRYLIC LATEX VATER - BASED/
VATER - REDUCIBLE WHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1 MIL.
Win KM 11110,16( : BE
MUDS KISS IOU 511 MR al
FNIIIMFFR:
E�M�OR rNTRY sYIEMS
0I L ITf0iG8
6IIIIII.14 ¢ %IV
C DAM town Kluricmgm
A A00 status raa owl 10 NOLO
w.. n
as
n-a11 a1
A as
I Ir
B A00 Nom 1 RDIAVM
A A00 WIC 4 00 MAID
an)aa
1l Ii
NQ1W{: rrrcrr t rn 4A nnn ur
MTL• I
31- 1020 -EM -0
SHEET 1 OF 6
Jana unto
RE VAN(R
.
REOUIREMENT WATER INFILTRATION
IS NOT NEEDED
LIBMEMIMITIMIIIIIIIIIIIIMEMMAINI
• r II�Gl■MINI1 VIII . 1 a
4' MAX
15' t MAX
O.E..
15' MAX
0 C.
15' MAX
❑ C. A
15' MAX
❑.C.
15' MAX
0.C.
6' 1AX
4' MAX
4' MAX
PREMDOR (ENTERGY BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
(OUTSWING)
15'
MAX
15'
MAX
22' x 64'
MAX DLO
I5'
MAX
4' MAX-
3' MAX—
l5'
MAX
NOTES:
3' MAX
4' MAX
1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TVO BY WOOD
OPENING..
B. MASONRY OR CONCRETE CONSTRUCTION'VHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION VHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
OR MASONRY VITH OR WITHOUT A NON- STRUCTURAL
ONE BY WOOD BUCK.
3. ALL ANCHORING SCREWS TO BE 810 VITH
MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE
OR 3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT
INTO MASONRY.
4. UNIT MUST BE INSTALLED VITH 'MIAMI-DADE COUNTY
APPROVED' SHUTTERS
5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES
AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES.
--4' MAX
—3' MAX
'8'
313/6'(
ON HINGES
313/6'
ON HINGES
14'
MAX
100' MAX
'8'
� - 3' MAX
—4' MAX
14'
MAX
4' MAX-
3' MAX- --
87/16'4 14' MAX
ON ISL HINGE MAX.
KVIKSET DEADBOLT
MODEL 660 SERIES
OR HARLOC DEADBOLT
MODEL B20
r 1/2'
KVIKSET LOCKSETJ
MODEL 0L200 SERIES
OR HARLOC LOCKS(T
, 100
3' MAX
4' MAX--
R.H. OUTSVING L.H. OUTSVING
—4' MAX
—3' MAX
4' MAX—
' MAX
15'�
MAX
3' MAX
a UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR
OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG
TO 5111 IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN
NON- HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO
ACCEPT VATER INFILTRATION.
810 x 1 1/2' MINIMUM EMBEDMENT
(14) PER HEAD 1 SILL. (6) PER JAMB
LTERNATE: 3/16' PFH TAPCONS
1/1 1/2' MINIMUM EMBEDMENT
/2' E EAPLES
A 80 1 /16'
MAX
—4' MAX
188 x 1 3/4' F.H.W.S
3) PER SIDE FROM
JAMB INTO THRESHOLD
APPRO`/E0 AS COMPLYING'MTH THE
SOUTH FI A §UIOI 4' �E
DATE Jn (J J/
PROO i; fITROLOPASIOI
SUIL01 CCCE COMPLIANCE OFFICE
ACCE :CE NO 01-038 tY • /9
6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES.
7. DOOR/SIDEL I TE HEADER, DOOR /SI DEL ITE JAMBS, AND SIDELITE BASE
CORNERS ARE COPED AND BUTT JOINED.
8. DOORS SHALL BE PRE-PAINTED VITH A VATER -BASED EPDXY RUST
INHIBITIVE PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL.
9. FRAMES SHALL BE PRE-PAINTED VITH AN ACRYLIC LATEX VATER - BASED/
VATER - REDUCIBLE WHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1 MIL.
Win KM 11110,16( : BE
MUDS KISS IOU 511 MR al
FNIIIMFFR:
E�M�OR rNTRY sYIEMS
0I L ITf0iG8
6IIIIII.14 ¢ %IV
C DAM town Kluricmgm
A A00 status raa owl 10 NOLO
w.. n
as
n-a11 a1
A as
I Ir
B A00 Nom 1 RDIAVM
A A00 WIC 4 00 MAID
an)aa
1l Ii
NQ1W{: rrrcrr t rn 4A nnn ur
MTL• I
31- 1020 -EM -0
SHEET 1 OF 6
Jana unto
1/2'
GLASS BITE
GLAZING DETAIL
SF€RVIN VILLIAMS 850A
EXTERIOR GRADE LATEX CAULK
•
29 3/4
MAX
I/8' TEMPERED GLASS
EXTERIOR
100' MAX
SECTION A -A
,TSWI\G
/4'
X
NG DETAIL
/v
X
NFIGURATIONS
3 /a'
C
X
DADE cavil, FODtwcCAT10Ni
ADDED PAGE 5 (DOUR OPTIONS)
MIA
141.1.,4
li ma UREP C
JD
RS
1.0815 OLESS NM TRAL tEL : NG :
(111151D6 MESS 101(1, Pi 0)1L. Lai
FNrINFFR
R
E df[RDI
PIIIS1R4 6 66762
Y• YS M
ADD SCREVS TO LITE FRANCS 1
A ADD OTHER DOUR CON/113RATIQRS t•A•n AA
01( n,
1.18
MY(
RVISI
31- 1020 -EM - 0
SHEET 2 OF 6
29
APPROVED AS COMPLYING 1MTH THE
SOUTH J
S OUTH F OJ A OU DI ' tic
BY 2 �JJ
PROO T - : TIROL DIVISION
BUILDING CODE COMPUkHCE OFFICE
,;SCEPrrt10E NO 0/- 03 /Y. /9
MA
OTHER CO
68
1/4" SHIM MAX
3/4'
SET[
B -B
2 BY WOOD BUCK
PROVED AS COMPLYING WITH THE
SOUTH FI,QJ A guyoi ODE
D TE J�JM o
BY . ;e7L ►
PROD T C TYROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 6/
MATERIALS LIST
ITEM NO.
DESCRIPTION
ALUMINUM- BUMPER THRESHOLD
O WOOD HEAD JAMB
O COMPRESSION WEATHERSTRIP
O WOOD STRIKE JAMB
O TOP CHANNEL
• STEEL SKIN
O P01 YURETHANE FOAM CORE
O BOTTOM CHANNEL
10
12
13
14
15
16
17
18
19
0
0
CONE #995
WOOD LOCK BLOCK
STRIKE STILE
HINGE STILE
LOCK PREP FILLER PLATE
4'x4' HINGE
WOOD HINGE JAMB
1110 -24 x 1/2' F.H.M.S.
1110 X 2' F.H.W.S.
110 FHVS. V /MINIMUM 1 1/2 EMBEDMENT OR
3/16' PFH TAPCOHS V/MINIMUM 1 1/2' EMBEDMENT
SIDELITE WOOD STILE
118 x 2' F.H.W.S.
LOCKSET
1110 x 1 3/4' F.H.W.S.
WOOD SIDELITE JAMB
22' X 64' SINGLE PANEL GLASS
SIDELITE TRIM (WOOD)
WOOD CASING
WOOD SIDELITE HEAD JAMB
® WOOD SIDELITE BASE
• PIN NAIL
90 E JEFFERSON
PITTSBURG, KS. 66762
PART NUMBER
EM -14
EM -25
EM -12
EM -15
EM -08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
26 ga. 1017 +004 -.000)
I L 1101 MOO 31803 P11
In IO0(0S 10 ID6(E EST EEITRI 0 121'
BASF FOAM - DENSITY 2.0 TO 2.5 Ibs. /Ft
EM -07
EM -09
EM -06
EM -05
EM -10
EM -16
FM -13
EM -26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT
REFER TO ELEVATION VIEW, FOR 11 OF SCREVS USED AND LOCATIONS
(2) SCREVS AT EACH STRIKE PLATE
EM -19
EM -20
0
0
POLYPROPYLENE LITE FRAME
116 X 1 1/2' PAN HEAD SCREWS
LIMITS: UNLESS NOTED, FRAC. : DEC ANG.
EXTRUSIONS UNLESS NOTED, STD. COWL. TQ'S.
DR. BY R.S. 1 DATE 7 -P9 -97 I
PREMDDR ENTRY SYSTEMS
COMMENTS
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE)
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
PREMDOR BRAND - 1 11/16' - 20 GA STEEL
4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
PREMDOR BRAND - 1 11/16' - 20 GA STEEL
PREMDOR BRAND - 1 11/16' - 20 GA STEEL
PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
(4) SCREVS PER HINGE INTO DOOR
(6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM
TOP, MAX 15 O.C. THEREAFTER
KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
(4) SCREVS PER HINGE INTO DOOR
(5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP,
MAX 18' O.C. THEREAFTER
(5) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOP,
MAX 8' O.C. THEREAFTER
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
TEMPERED GLASS IN POLYPROPYLENE FRAME- DC -1643 - (ODL
1/8' CLEAR TEMPERFD GLASS
EM -21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
EM -24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
EM -22
1/8' x 1' MTL. TO BE PINE OR EOUIVALENT - ITEMS ARE MOLDINGS USLL
FOR 'SIDE BY SIDE JAMBS' AS MULLIONS
EM - 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
DC -1643, ODL -2 HP Polypropylene by ODL
18 PER FRAME SCREV SPACING 10 BE 3' IN FROM EACH CORNER AND NOT
TO EXCEED 14. OC T HERE AFTER.
3/4' LONG NAIL, 4' IN FROM END, MAX 8. O.C. TFERAFIER, USED ON MULLIONS ANBIRIM
B
A
DADE COUNTY MODIFICATIONS
ADDED PAGE 5 (DOOR OPTIONS)
LIR. REVISIONS
PART NAME: ENTFRFLY STFFI EDGC DOOR (B
MATT: I SCALE:
1 /11 /01
JD
10 -1 -98 RS
FNGINFFR:
REVISION LETTER B
DATE BY
31-1020-EM-
SHEET 3 OF 6
LIMITS: UNLESS NOTED, FRAC DEC = ANT.
EXTRUSIONS: UNLESS NOTED, STD. CI111. TEL'S.
FNGINFFR:
DR. BY R.S. 1 DATE 7 - ?9 -97
PREMDDR ENTRY SYSTEMS
911 L JEFFERSON
PITTSBURG, KS. 66762
D
B
A
C MATFRTAI WAS P11I YSTYRFNF
AnnFn PAF1F S cnnnR nPnnNS)
A88 SCREVS TO LITE (RAKE 1 MATERIAL LIST
LTR.
DADE COUNTY MODIFICATIONS
REVISIIWS
PARI NAME ENT R Y T T >
MAR: SCAIE:
Iiuim
JD
6 -2-99
10-1-90
12 -18 -97
RS
RS
R.S.
DATE BY
31- 1020 -EM - 0
SHEET 4 OF 6
REVISION LEITER
D
79 3/16°
INTERIOR MAX
80 11/16"
MAX
2 BY WOOD BUCK
SETI
2 BY WOOD BUCK
;; 1 1/4"
r or
0 91- -7— AO
.... . .... O e • o I" .,Se
, 28
64" 23 EXTERIOR
MAX DLO
PLEASE SEE "GLAZING DETAIL"
DRAWING #31- 1020 —EM -0
SHEET 2 OF 6
1 1/4"
DOW SILICONE #995
APPROVED AS COMPLYING WITH THE
SOUTH P U ODE
DTE J 05 OlUG A TI
iZ tr
PRODU C. •OLDIVISION
BUILDING CODE COMPUANCE OFFICE
ACCEPTANCE NO.°1- 0 1X1.
BY
4' MAX
4• M
15 MAX
O.C.
15• MAX
0 C.
IS' roux
O C.
15' MAX
0 C.
15' MAX
0.
6 MAX
4' MAX
4' MAX
3 MAX-••
15•
MAO
5•
_IS'115; I
MAX MA
3• MAX
4' MAX
68 3/4' MAX
MAX
3' MAX
14 .
I — MAx
• MAX -J L
-1 1-4 MAX
IL_ 1_
MAX MAX
3' MAX
4' MAX
4' MAX
[4 MA
15' I MAX
ac.
15' MAX
aC.
15' MAX
ac.
15' MAX
ac.
15' MAX
ac.
4' MAX
3• MAX
1
MAX
3' MAX
•• MAX
O
O
4' MAX
3• MAX-•'
15'
MAX
1
MA )
_15•_1_,15
MAO MAO
6' MAX
4' MAX
3' MAX
4' MAX
80 1 /15'
M 40
100 MAX
4' MAX
- 4• MAX —•-4' MAX
3• MAX- -' -
3' MAX j4 ..-3• MAX
MAX
14•
r — MAX
4' MAXJ L
1 J I— l
MAX MAX
3• MAX
!' MAX
1
11-4 MAx
4' MAX
3' MAX-..
TH
•• MAX
1•J
A MAX
MA%
3• MAX
•• MAX
80 1 /16'
MAX
80 1 /16'
MAX
4' MAX •• MAX
4' MAX
3' MAX - .� 3• MAX
3' MAX••
14'
MAX
•• MAX
68 3/ MAX
X
APPROVED AS COMPLYING WITH THE
(
15•
4AX
MAX MAO
AX MAX
3' MAX
•• MAX
�FI��RATI
•• MAX
15' MAX
O.C.
15' MAX
0.c.
15' MAX
0 C.
15' MAX
O.C.
15' MAX
0.C.
6' MAXI
4' MAX
LIMI!S UNLESS HOED, FRAC DEG
EXTRUSIONS: UNLESS NOTED, STD Cm1'L. TQ
FNGINFFR:
MAX SOUTMFL j7Q(1 I DR. BY I.n, 1 DATE 1-11-01 I
DA ,JJ11JJryry
BY /,G.1�J1}�►/J
PROOU T • VTHOLDiVISION 4 PITTSBIRFi, KS. 66)62
OU L DING CODE COMPLIANCE OFFICE
AccEPTANCE Io - 0 3 /4/.
Erg SYSTEMS
6' MAX
•• MAX
IIIII-
15' MAX
0 C.
15' MAX
ac.
15• MAX
ac
15' MAX
0 C.
15 MAX
D.C.
LTR
PART NAPE:
S
37 1/2' MAX
4' MAX
4' MAX
3' MAX
14•
MAX
3• MAX
3' MAX
4' MAX
X
3• MAX
4' MAX
REVISIONS
80 1 /16'
MAX
I SEALS
I REVISION LETTER
DATE
31- 1020 -EM - LI
SHEET 5 OF 6
I' ` .M1DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0314.19
EXPIRES: 04/02/2006
APPROVED: 06/05/2001
Ils04500011pc200011templateslnotice acceptance cover page.dot
Internet mail address: postmaster@buildingcodeontine .cum
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, surrl: 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -290s
CoNTItM rok I.ICENSINC sEcrION
(305) 375 -2527 FAX (305) 373 -255x
c:oN ri . crow ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 - 2905
1'ItODUCr CONTROL. DIVISION
(305) 375 -2902 FAX (305) 3724339
Your application for Notice of Acceptance (NOA) of:
z Entergy 6 - S/E Outsring Opaque Single w /sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
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 this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
Raul Koartgucz
Chief Product Control Division
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 Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Ilomcpage: littp://‘%Isw.buildingcodeonline..com
Premdor Entry Systems
ACCEPTANCE No.: 01- 0314.19
APPROVED
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
JUN 0 5 2001
EXPIRES April 02. 2006
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00- 0321.21 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6 -8 S/E Outswing Opaque Single Residential Insulated Steel Door with
Sidelites- Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31- 1020 -EM -O, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in Wood Frames with
Bumper Threshold (Outswing)," prepared by manufacturer, dated 4/09/97 with revision C dated
01/15/01, bearing the Miami -Dade County Product Control approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in approved
drawings.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
4.2.1 Door: the installation of this unit will not require a hurricane protection system.
4.2.2 Sidelite: the installation of this unit will require a hurricanc protection system.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of
Acceptance, clearly marked to show thc components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Flori Building Code
(SFBC) in ordcr to properly evaluate thc install oft is systcm.
Manuc Perez, P.E. Product Con rol Examiner
Produc " • ntrol Division
Premdor Entry Systems
ACCEPTANCE No.: 01- 0314.19
APPROVED . JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
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.
3. Renewals of 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 product 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 scaled the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acccptancc, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also bc 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 purposes.
6. The Notice of Acceptance 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
Notice of Acceptance is displayed, thcn it shall bc done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the uscr by the manufacturer or its distributors and shall bc available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any scction of this Acccptancc shall be cause for tcrmination and removal of
Acccptancc.
9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3.
END OF THIS ACCE ANCE
3
Manuel crez, P.E., Product Cont
Product •ntrol Division
xaminer
� I1f11IHINOUltill'
NMI IM1■1•11
_ v 1 4 111 INFILTRATION NE t(0
REOUIREMENT NOT INFILTRATION
i1:LEMOQMII ��4.161M;i
v
t
_._I5'_
MAX
•
x 64'
DLO
/
-
22'
MAX
1
FmAx 15' 1_15'_, 51_15'_,
MAX
� I1f11IHINOUltill'
NMI IM1■1•11
_ v 1 4 111 INFILTRATION NE t(0
REOUIREMENT NOT INFILTRATION
i1:LEMOQMII ��4.161M;i
4' MAX
F4' MAX
15' MAX
O.C.
15' MAX
O.C.
15' MAX
0 C. AA
15' MAX
O.C.
15' MAX
O.C.
6' 1AX
4' MAX
PREMDOR (ENTERGY BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
(OUTSWING)
15'
MAX
4' MAX —
3 MAX--
NOTES: 3' MAX
4' MAX
I.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
OUALIFY THE FOLLOWING INSTALLATIONS.
A. V00D FRAME CONSTRUCTION VHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING..
B. MASONRY OR CONCRETE CONSTRUCTION VHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TVO BY
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION VHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
OR MASONRY WITH OR WITHOUT A NON- STRUCTURAL
ONE BY V00D BUCK.
3. ALL ANCHORING SCREWS TO BE RIO WITH
MINIMUM 1 1/2' EMBEDMENT INTO V000 SUBSTRATE
OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT
INTO MASONRY.
4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY
APPROVED' SHUTTERS
5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES
AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES.
—4' MAX
3' MAX
'B'
87/16'E
ON Isl. HINGE__
313/6'(
ON IIINGES
100' MAX
4' MAX -
3' MAX-- -
14'
MAX
14'
MAX
4' MAX.:
r
KVIKSET DEA DEL T
MODCL 660 SERIES
OR HARLOC DEADBOLT
MODEL B20
— 5 1/2'
KVIKSET LOCKSET
MODEL DL200 SERIES
,��•, OR HARLOC LOCK SET
' MODEL 100
313/6'(
ON HINGES
14'
MAX
'8'
-b--3' MAX
• MAX..
14'
MAX
3' MAX
--4' MAX 4' MAX—
R.H. OUTSVING L.H.OUTSVING
—4' MAX
—3' MAX
4' MAX--
15'
A MAX
43 1 /16'
TOP OF DOOR
TO CE OF LOCK
15'
MAX
■ UNITS SHALL E INSTALLED OM .Y AT LOCATIONS PROTECTED 81 A CANOPY OR
OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG
TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN
)0T•14ABI148LE AREAS VHCRE THE UNIT AND THE AREA ARE DESIGNED TO
ACCEPT VATER INFILTRATION.
NIO x 1 1/2' MINIMUM EMBEDMENT
(14) PER HEAD 6 SILL, (6) PER JAMB
LTERNATE. 3/16' PFH TAPCONS
•/I 1/2' MINIMUM EMBEDMENT
1/2' EE TAPLES
A 80 1 /16'
MAX
I --4' MAX
118 x 1 3/4' F.H.V.S
3) PER SIDE FROM
JAMB INTO THRESHOLD
APPROVED AS iS COMPLYING ::1TH THE
SOUTH FIr CODE
8Y u i. - . ..T UU1,
PROD r C •ITROL DI'ASIOr
801101 CCCE COMPLIANCE OFFICE
AG`CE'TA1 CE NO 0 -0 3 T'(.19
6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES.
7. 000R /SIDELITE HEADER, DOOR /SIDELITE JAMBS, AND SIDELITE BASE
CORNERS ARE COPED AND BUTT JOINED.
8. DOORS SHALL BE PRE-PAINTED WITH A VATER -BASED EPDXY RUST
INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 12 MIL.
9. FRAMES SHALL BE PRE - PAINTED WITH AN ACRYLIC LATEX VATER - BASED/
VATER- REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF O.0 TO 1.2 MIL.
WIC. D�6 I01Il, 111 : COM. I
r NriJNfrR.
tilcit x
[ MCC WRIT AaMrICAIID6 teem
All •ANAC% 1 REpgVN rw..
A00 SC•CVS r•OI "Al Ip hal ,,.ii RS
A A10 POI( • ITN IIAr.ES •.A.x 1
B
A
MIIfO& a 66N/
111 TdVBD6
44114V1. nom trrn urt m vets
MI1t
aIT
31- 1020 -EM -0
SHEET 1 OF 6
I ZYDIMUI11 C
•1
1/2'
GLASS BITE
GLAZING DETAIL
SHERVIN WILLIAMS 850A
EXTERIOR GRADE LATEX CAULK
•
29 3 /a'
MAX
1/8' TEMPERED GLASS
EXTERIOR
100' MAX
SECTION A -A
OUTSWI \G
APPROVED AS CCOMPLYIUG 1M T M THE
S F4 U S ' J OUTH �}U�OI ( lDE
BY J f J f
PRO • CT :' FIRM D: EVASION
BUILDING CODE COYPU /d)CE O=F
hCCEPTANCE NO / - 0 3 1 V. 19
SEC GLAZING DETAIL
29 3 /A'
MAX
OTHER CONFIGURATIONS
IDDIF OUB IOU )PAL : RC
URSO O&C IORI, sin Wit Tai
F NGINFFR:
MCI' N 'Y YS MS
90 C J7TISM
POISIR E, 6 66752
C
X
DACE CDJUT MMOICATlva
B ADDED PAGE 5 QOM OPTIONS) u -•w RS
ADD SCRvs TO LITE FRAMES t
A ADD O1 CR COOK CDPIWUTIOMS i •a•u •s
IE �Mtroa 1 n
•
NV.
31- 1020 -EM - 0
SHEET 2 OF 6
IHVISIDIITIIII C
JD
1/4' SHIM MAX
3/4'
SECTI
B -B
2 BY WOOD BUCK
O
INTERIOR
PROVED AS COMPLYING PATH THE
SOUTHF4PF10A8U DIY OTDE
D TE J �UJ�n lol • .1
BY
FROD T TTROL DMSION
BUILDING CODE C06(FL:ANCE OFFICE
ACCEPTANCE r:0. D / -G3 /v. / 9
ITEM NO.
Q TOP CHANNEL
• STEEL SKIN
12
13
14
�Vl
CONE #995
- MATERIALS LIST
DESCRIPTION
WOOD HEAD JAMB
COMPRESSION WEATHERSTRIP
WOOD STRIKE JAMB
ALUMINUM- BUMPER THRESHOLD
P(11 YURETHANE FITAM CQRF
BOTTOM CHANNEL
WOOD LOCK BLOCK
STRIKE STILE
HINGE STILE
LOCK PREP FILLER PLATE
4'x4' HINGE
WOOD HINGE JAMB
15 1110-24 x 1/2' F.H.M.S.
16
1410 X 2' F.H.V.S.
17 c0 FHVS V /MINIMJM 1 1/2 EMBEDMENT OR
3/16' PFH TAPCONS V/MD(IMU(1 1/2' EMBEDKN1
18
SIDELITE WOOD STILE
J 148 x 2' F.H.W.S.
LOCKSET
1110 x 1 3/4' F.H.V.S.
WOOD SIDELITE JAMB
22' X 64' SINGLE PANEL GLASS
SIDELITE TRIM (WOOD)
WOOD CASING
WOOD SIDELITE HEAD JAMB
WOOD SIDELITE BASE
POLYPROPYLENE LITE FRAME
• 146 X 1 1/2' PAN HEAD SCREWS
• PIN NAIL
DR. BY R.S. I DALE 7 - ?9 - 1
PREMDOR ENTRY SYSTEMS
911 E JEFFERSON
PITTSBURG, KS. 66762
PART NUMBER COMMENTS
EM - 14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
EM -25
EM -12
EM -15
LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE)
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
EM -08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
26 xx N. COI/ (A04 -AD N PSI RIUH O 11A'
BASF FOAM - DENSITY 2.0 TO 2.5 lbs. /ft'
EM -07
EM -09
EM -06
EM -05
EM -10
EM -16
FM -13
EM -26
EM -19
EM -20
EM -21
EM -22
EM -23
EM -24
DC -1643, ODL -2
PREMDOR BRAND - 1 11/16' - 20 GA STEEL
4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
PREMDOR BRAND - 1 11/16' - 20 GA STEEL
PREMDOR BRAND - 1 11/16' - 20 GA STEEL
PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
(4) SCREVS PER HINGE INTO DOOR
' 6) SCREvS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM
TOP, MAX 15' O.C. THEREAFTER
REFER 10 ELEVATION VIEV, FOR 11 OF SCREVS USED AND LOCATIONS
15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT
(2) SCREVS AT EACH STRIKE PLATE
KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
(4) SCREVS PER HINGE INTO DOOR
(5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP,
MAX 18' O.C. THEREAFTER
(5) SCREVS THRDUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOP
MAX 8' 0.C. THEREAFTER
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
TEMPERED GLASS IN POLYPROPYLENE FRAME- DC -1643 - (ODL -2:
1/8' DEAR TFMPFRED GLASS
5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
FOR SIDE BY SIDE AS AS NT - ITEMS ARE HOLDINGS USCC
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
HP Polypropylene by ODL
18 PER FRAMESTD E XCEE SPD ACI14NG ' DC TD THE BE RE 3' AFTER IN FROM EACH CORNER AND NOT
3/4' LONG NAIL 4' IN FROK END, .MAX r DC TIERAFTER, USED ON MULLIONS
LIMITS 111&ESS NOTED, FRAL : DEC. ANfi
EXTRUSIONS LI4LESS NOTED, STD C04'I.. TEUS.
FNGINFER:
B
DADE COUNTY MODIFICATIONS
A ADDED PAGE 5 (DOOR OPTIONS)
LIR. REVISIONS
PART NAME: NT
MAi1: SCALE:
1/11/01
10 -1-98
DATE
31- 1020 -EM -0
SHEET 3 OF .6
REVISION LETTER B
JD
RS
BY
di wry
Arr 57 VI
poommuql
1/4' SHIM MAX
79 3/16'
NTERIOR MAX
80 11/16'
MAX
2 BY WOOD BUCK
64"
MAX DLO
1 3/4°
SE =\ C -C
4 9/16'
2 BY WOOD BUCK
• 26
r - 1 1/4'
23 EXTERIOR
PLEASE SEE "GLAZING DETAIL"
- DRAWING #31- 1020 -EM -0
SHEET 2 OF 6
1 1/4"
DOW DOW SILICONE 14995
A AS COMPLYING WTH THE
•
SOUTH P A �t1 LNG CODE
O U N �0 1
BY i / h / .-
PRODU. C. - OL0111510N
BUILDING CODE CO4PLIANCE OFFlCE
ACCEPTANCE NO. °I. 0 «/. 1
D
DADE COUNTY HODWFICATIONS
V)I /o)
JD
C
MATFRIAI WAS PRI YSTYRFNE
6 -2 -99
RS
LIMITS: UNLESS NOTED, FRAC DEC - ANG.
EXTRUSIONS: UNLESS NOTED, STD. CID41. T0.'S.
B
WWI) PAGF 9 (Mf1R flPTIfINS)
10-1 -99
RS
A
ADD SCREVS TD LITE FRAME A MATERIAL LIST
12 -18 -97
R.S•
FNGINFFR:
LIR.
REVISIONS
DATE
BT
PART NAME: )
DR BT R.S. DATE 7 - ?9 -97
MA S CALE:
PREMDOR ENTRY SYSTEMS
911 E. £FFERSON
PITTSBURG, KS. 66162
31- 1020 —EM -0
SHEET 4 OF 6
REVISION LEITER D •
di wry
Arr 57 VI
poommuql
1/4' SHIM MAX
79 3/16'
NTERIOR MAX
80 11/16'
MAX
2 BY WOOD BUCK
64"
MAX DLO
1 3/4°
SE =\ C -C
4 9/16'
2 BY WOOD BUCK
• 26
r - 1 1/4'
23 EXTERIOR
PLEASE SEE "GLAZING DETAIL"
- DRAWING #31- 1020 -EM -0
SHEET 2 OF 6
1 1/4"
DOW DOW SILICONE 14995
A AS COMPLYING WTH THE
•
SOUTH P A �t1 LNG CODE
O U N �0 1
BY i / h / .-
PRODU. C. - OL0111510N
BUILDING CODE CO4PLIANCE OFFlCE
ACCEPTANCE NO. °I. 0 «/. 1
•• MAX
15' MAX
D C.
15 MAX
D.c.
15• MAX
OZ.
15' MAX
0 C.
15' MAX
0.
6' MAX
A' MAX
[ A' MA
A' MAO-.-.
-� MAX
3' MAX
_ 15'
MAY
15
MAX
LIS'�15'_
MAX MAX
3' MAX
•' MAX
68 3/4' MAX
•• MAX
3• MAX 7 MAX
1••
MAX
IA
F
• MAX --I L
- 1 r
�1A'' -, i-IA•
MAX MAX
3' MAX
•• MAX
A' MAX
A' MA
15' MAx
ac
15' MAX
aC
15' MAX
ac
15' MAX
ac
IS' MAX
3' MAX
•• MAX
0
MAX
I5'
MAX
0
•• MAX -.
3' MAX•••
15•
' MA)
BO 1 /16'
MAX
100 MAX
•• MAX
•• MAX
3• MAX
fA .
MAX
3• MAX
1A .
MAX
• MAX-I L
T
�•• MAX
ER
3• MAX
•• MAx
BO 1 /16'
80 1 /16'
MAX
MAX
-� 4' MAX .-. -a• MAX
•• MAX -•-�
MAO
R
3' MAX
IA'
MAX
1••
A AX�
J L -A• MAX
•' MAX
69 3/4' MAX
MAX 1 r MAX 1 I
3 MA
3' MAX
A' MAX
•• MAX
X
3' MAX
I5•
4AX
3' MAX
4' MAX
\FI]
15'
' MAx -
' MAX J
Ax MA 1
•
j ' MAX
15• MAX
0.C.
• MAX
15' MAX
0 C.
15 MAX
0.C.
15' MAX
0.
6' MA
•' MAX
RATI
6• MAX
•• MAX
15• MAX
ac
15' MAX
0.C.
15' MAX
O.0
15' MAX
aC.
15' MAX
O.C.
\S
37 1/0' MAX
•' MAX
•• MAX
3• MAX
3• MAX 1•'
3• MAX
•• MAX
3' MAX
•• MAX
X
80 1 /16•
M AX
ac
6' MAX
•' MAX
3' MAX
A MAX
3' MAX
3• MAX
•' MAX
X
4' MAX
•• MAX
MAX
3' MAX
APPROVED AS COMPLYING WITH THE
A MAX SOUTH FL p �1
rl tip �
INf� .pE
DA
BY
PRpOU T • NTROIDIVISION 4
DO.! DING CODE CO:apjIANCE OFFICE
/ CC _ PT:SCE. I:D O/ 0 "I.
LIMITS: LWLESS N01(D, FRAG : DEC : a4b
EKTRIAICK TDIESS TOTED, STd Eml'l. TQ'S.
FNf INFFR:
LTR
PART xAxE:
REVISIONS
DAIS BT
I SEALE:
31- 1020 -EM - E
SHEET 5 OF 6
IR. 8T 1.0. 1 DATE 1 -11 -01 1
PREMDDR ENTRY SYSTEMS
911 E £FFERSQi
PIITSBIRL, KS 66762
MAIL:
REVISION LETTER
7 9 /16"
MAX
OTHER DOOR PA \EL STYLES
36"
MAX r
79 / 16"
M$X
1r
no
00
PD-I
PD -18
r
00
• RD -35
00
00
BLANK TOP
4 -PANEL
THER SI
30"
M A X
ea
00
00
SL -10
00
00
PD -2 PD -3
si
00
PD-36
0
SL -20 SL -30
HI
1„
111
OD
PD -37
0 0
00
6-PANEL
0
DO
00
PD
u
000
000
PD -38
4 -PANEL
ELITE STYLES
SL -60 SL -50
PD-5
u °ou
PD -39
1111
oo�
9 -PANEL
ao
SL -50B SL-69A
PD-6 PD-7 PD -8
X
000
PD -40
00
00
00
00
00
10 -PANEL 18-PANEL
88
00
s
00
PD-41
000
000
000
000
SL-698
'01
1111
11 11
I1•;I
1 11
0 0
O
00
PD -42
FLUSH
fi
SL -69C SL -25 SL-55
PD -9
111
111
111
PD -43
8 -PANEL
a
00
00
00
00
PD -10
111
111
HI
111
PD -19 PD -20 PD -21 PD -22 PD -23 PD -24 PD-25 PD -26 PD-27
. PD-434
Dd
CROSSBUCK
1111
11\1
11
•111
00
PD-11
111
111
111
111
PD -28
0
PD =439
SL -30D
0
BOB
SL -40
0 00
-12 PD -13
t -1
11111
111
111
111
D -29 PD -30
00
00
PD -14
111
111
111
PD -31
00
00
12-PANEL 4 -PANEL 5-PANEL 5 -PANEL 5- PANEL 5 -PANEL
EYEBROW V /SCROLL EYEBROW EYEBROW
v /SCROLL
SL-90A SL -90B SL -90C SL -30B SL -30C SL -70 SL -80
00
00
PD -15
0
LDOTS KESS NDIEB, FRAC : EEC AI&
[MUMS: KISS 101ED, STD COIL T0.T
ENGINFER:
00
00
110.
00
00
00
00
0
ao
00
PD -16 PD-17
n.,vu
PD - 32 PD -33 PD -34
li
11
IyS
PART NAfE:PRENDOR DOOR OPTIONS
00
REVISIINS - DATE BY
SCALE:
31- 1020 -EM -0
SHEET 6 OF 6
DR BY J.D. TIIAIE 1/15/01 I
PREMDOR ENTRY SYSTEMS
911 L flFERSON
PIITSBIR6. KS. 66762
MAit:
1REVISIDN LEITER
I
0
0
W •
0,
wM
O
1
O
O
O
U w
O b U
m 4 0 <
P
P