HomeMy WebLinkAbout301 Terrace CtCITY OF SANFORD PEIRMIT APPLICATION
Permit # : n 7i `l U Date:
Job Address:'M 3 0 T - LA -A -t 4 ('e
VY.— '5 A' F-0 a -D �— 3 -'7 7 3
Description of Work-? n_ hObl'&-- Total Square Footage
Historic District: Zoning: Value of Work: S -1p g 7_1 7d'
Permit Type: Building " Electrical
Electrical. New Service - # of AMPS
Mechanical: Residential Non -Residential _
Plumbing/ New Commercial. # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Addition/Alteration Change of Service Temporary Pole
- Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair - Residential or Commercial _
Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Owners Name & Address: a' 4Q J Pt+."P-4 ew
-3,0 1 T"& -IL t e6- C -T S s}'+�oK 0. ��— i Phone .
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
State ' is ase Number:
Contact Person: .. -.1 _ Phone:
Phone:
Fax:
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 standards of all laws regulating construction in this jurisdiction. 1 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 of 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the
owner of the property of the requirements of Florida Lien Law, FS 713.
1 w.-fc�fvj i
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
A"C: tL DETAIL
21
DAVID JOHNSON, CFA, ABPA,
i
!!
PROPERTY
APPRAISER
30
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SEMINOLE COUNTY FL.
O
p
1101E. FIRST sT
SANFORD, FL 32771.1468
m
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♦ ' ` `}
407-665-75
Gee.
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17S
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 02-20-30-508-0000-03A0
Number of Buildings: 1
Owner: MACPHERSON PATRICIA R &
Depreciated Bldg Value: $83,573
Own/Addr: RUSSELL P
Depreciated EXFT Value: $600
Mailing Address: 301 TERRACE CT
Land Value (Market): $11, 0
City,State,ZipCode: SANFORD FL 32771
$00
Land Value Ag: $
Property Address: 301 TERRACE CT SANFORD 32771
Just/Market Value: $95,173
Subdivision Name: TERRACE THE
Assessed Value (SOH): $49,819
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00 -HOMESTEAD
Taxable Value: $24,819
Dor: 0103-TOWNHOME
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
Tax Value(without SOH): $859
WARRANTY DEED 10/2001 04202 0267 $37,800 Improved Yes
2005 Tax Bill Amount: $466
WARRANTY DEED 05/1987 01853 0976 $57,000 Improved Yes
Save Our Homes (SOH) Savings: $393
WARRANTY DEED 03/1984 01529 0414 $49,000 Improved No
2005 Taxable Value: $23,368
WARRANTY DEED 11/1981 01366 0019 $215,200 Vacant No
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LEG LOT 3A THE TERRACE PB 24 PGS 75 -
LOT 0 0 1.000 11,000.00 $11,000
77
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1 SINGLE 1982 8 790 1,619 1,580 BRICK+WOOD $83,573 $92,346
FAMILY COMBO
Appendage / Sgft UTILITY FINISHED / 39
Appendage / Sgft UPPER STORY FINISHED / 790
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1982 1 $600 $1,500
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=022030508000003A... 6/23/2006
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
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 with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. 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. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding 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.
I, �-vs s vm-P /'j14-A4v-se, Pew , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
G5gt= 4(/J i /n/,,
Owner/Builder Signature Date
"/
Print Owner/Builder Name
Signature of Notary—State of Florida Date
Owner is Personally Known to Me or
Produced ID t.,\ , , 4 1 ) 0 10
DEBBIE BLANTON
MY COMMISSION # DD 1894®1
(Z EXPIRES: February 25, 2007
1eOO4N TARY FL Notary Dftou,t ASS= Co.
e Terrace Association
iwaL
Myrtis Mims
Vice President
499 Terrace Court
Sanford, FL 32773
Date: June 19, 2006
To: City of Sanford Attn: Permit Department
300 N. Park Avenue ,
Sanford, FL 32771 ,
From: Myrtis Mims
Vice President Terraceo e eesociation
Subject: New Door Unit 301 '
The purpose of this memo is to advise the City of Sanford that the outside door being installed in
Unit 301 owned by Patricia and Russell MacPherson meets the Terrace Association rules and
regulations.
If you have any questions please let me know.
I
MI� A
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MUMI-DADS COUNTY, &OPDA
METRO -DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAOLER BUILDING
140 WEST FLAOLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
17ONTRACTOR LICENSING SECTION
(303) 373.1527 FAX (303) 373-1358
CONTRACTOR ENFORCEMENT DIVISION
(303) 373-2966 FAX (303) 375-2908
PRODUCT CONTROL DIVISION
(303) 375-2902 FAX (303) 372.6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 SIE Inswing Glazed Double 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 it 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.: 01-0314.17
EXPIRES: 04/02/2006 Raul xoanguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECMC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMIVIITTEE
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
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
%0450001*2000M1%"1aWn*0ce accepUnee cover pap dot
Internet mail address: postmaster@buildingcodeonline.com (0 homepage: bttp://www.buildingcodeonHne.com
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JuN 5 70M
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
I. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.19 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 WE Inswing Glazed Double Residential Insulated Steel Doors
w/Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31 -1028 -EM -1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidelites with 1/8" Glass- in a Wood Frames with a Bumper Threshold
(Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01111/00, 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 pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas when the unit and the area are designed to accept water infiltration.
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): the installation of this unit will require a hurricane
protection system.
S. 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 Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South 'da Building Code
(SFBC) in order to properly evaluate the instal 'on f this syst
Man el Perez, P.E. Product n 1 Examiner
Prodhet,Cbritrol. Division
2
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 5 2001
EXPIRES ARM 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 sealed 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 Acceptance, 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 be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other 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 be 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 be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEP Cv.
Manue e , P.E., Product Co xaminer
Produc ontrol Division
3
Premdor Entry Systems
ACCEPTANCE No.: 01-0314.17
APPROVED
JUN 0 5 2001
EXPIRES : _ April 0Z. 2006
_NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA.)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 31 -1028 -EM I, Sheets 1 thru 6 of 6, "Premdor (Entergy Brand) Double Door
with Sidelites with 1/8" Glass- in a Wood Frames with a Bumper Threshold (Inswing),"
prepared by manufacturer, dated 07/29/97 with revision C dated 01/11/00.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per SFBC PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC PA 202-94
3) Water Resistance Test, per SFBC PA 202-94
4) Small Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of metal edge double door
with 1/8" glass in a wood frame with bumper thresholds, prepared by National
Certified Testing Laboratories, Test Report No. NCTL 210-1897415,6 (S) (I),
dated 01/30/97 revised on May 28, 1997, tested on January 07, 1997, signed and
sealed by Barry D. Portnoy, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Product & Application Engineering, Inc., Project No. 97-
0102,. Report No. 02, dated December 27, 1996, signed and sealed by David A.
Terwilleger, P.E.
D. MATERIAL CERTIFICATIONS
1. Tensile Test prepared by ATC Associates, Inc., Report No. D71254, dated February 27,
1997, for steel samples, tested per ASTM E8-96 after the coatings were removed, signed
and sealed by Peter G. Read, P.E.
2. Report titled "Small Scale Fire and Hose Stream Tests on 20 Min. (BASF Elastopor)
Foam -Core Door" prepared by Underwriters Laboratories, Inc., File No. R18466, tested
per ASTM E-152, dated July 3, 1997, signed by Dick Walther and reviewed by Howard
Gruszynski.
3. Report #WH1 495-0941, titled "Report On The Fire Endurance And Hose Stream Testing
Of Two Single Swing 3' 0" x 7' 0" Door and Frame Assemblies in a Masonry• Wall"
prepared by Warnock Hersey International, Inc., and tested per ASTM &152, on
December 15, 1988.
Manuel z, P.E. Product ConIqlxaminer
Product ontrol Division
E-1
Premdor Entry Systems
E.
ACCEPTANCE No.: 01-0314.17
APPROVED . JUN 0 5 2001
EXPIRES ARU 02.2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
(For File ONLY. Not part of NOA.)
4. Report No. 114884-1, titled "Flammability" per ASTM D635-97" Rating of Burning
and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal position,"
prepared by SGS US Testing Company Inc., dated Nov. 24, 1998, signed and sealed by
Joseph G. Cappetta, P.E.
5. Report No. 114884-2, titled "Ignition properties" per ASTM D1929-96" Testing Ignition
Properties of Plastics," prepared by SGS US Testing Company Inc., dated Nov. 24, 1998,
signed and sealed by Joseph G. Cappetta, P.E.
6. Report No. 114884-3, titled "Smoke Density" per ASTM D-2843-93" Measuring the
density of Smoke from the Burning or Decomposition of Plastic," prepared by SGS US
Testing Company Inc., dated Nov. 24, 1998, signed and sealed by Joseph G. Cappetta, P.E.
7. Report Titled "Tensile Method for Plastics, d638,mia," specimen name: "White Fina
Control," dated 5/16/99, prepared by Celotex.
8. Report Titled "Tensile Method for Plastics, d638,mia," specimen name: "White Fina
Exposed," dated 5/16/99, prepared by Celotex.
9. Report Titled `"Tensile Method for Plastics, d638,mia," specimen name: "Tan Fina
Control," dated 5/16/99, prepared by Celotex.
10. Report Titled "Tensile Method for Plastics, d638," specimen name: "ODLI-2 Weathered
12 month Exposure," dated 12/8/99 prepared by Celotex.
11. Summary Report for ASTM D-1929-, ASTM D-2843-, ASTM D-635-, ASTM G -26/D-
638-, prepared by ODL, dated August 26, 1998, signed and sealed by Steven R.
Wilkening, P.E.
12. Report No. ODL-01-02-01, titled "Standard Practice for Operating Light Exposure
Apparatus (Xenon -Arc Type) With and Without Water for Exposure of Non-Mertallic
Materials" per ASTM G 26 and "Standard Test Method for Tensile Properties of Plastics"
per ASTM D 638, dated December 14, 2000 for ODL HP Polypropylene lite frame
material, issued by PRI Asphalt Technologies.
STATEMENTS
1. None
F. OTHERS
1. ' Notice of Acceptance No.00-0321.19 issued to Premdor Entry Systems for their Premdor
(Entergy Brand) Double Door with Sidelites with 1/8" Glass- in a Wood Frimes with a
Bumper Threshold (Inswing) dated 04/28/00, expiring on 04/02/01.
Minu)A Perez, P.E. Product CV Examiner
Prod c ntrol Division
E-2
Premdor Entry Systems
ACCEPTANCE No:: 01-0314.17
APPROVED . JUN 0 5 2001
EXPIRES : AgrU 02.2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part ojNOA.)
TESTS PERFORMED:
RESULTS:
TEST
TEST LOADS
DESIGN LOADS
AIR INFMTRATION @ 1.57 PSF
0.17 CFM/Fre
SFBC PA 202-94 0.50 CFMIF ?)
UNIFORM STATIC' PRESSURE 8 DESIGN LOAD
+50.5 PSF
+50.5 PSF
SFBC PA 202-94 POSITIVE
UNIFORM STATIC PRESSURE ® DESIGN LOAD
-50.50 PSF
-50.5 PSF
SFBC PA 202-94 NEGATIVE
WATER RESISTANCE (PSF)
Not Qualified
SFBC PA 202-94
UNIFORM STATIC AIR PRESSURE (a3 FULL TEST LOAD
+l 14.0 PSF
+76.0 PSF
SFBC PA 202-94 POSITIVE
UNIFORM STATIC AIR PRESSURE (a1 FULL TEST LOAD
-114.0 PSP
-76.0 PSF
SFBC PA 202-94 NEGATIVE
FORCED -ENTRY RESISTANCE (FER)
SATISFACTORY
SFBC Section 3603.02 and SFBC PA 202-94
Dedsp Prmm Ratin altive
450.5 PSF
Dedgn Preuure Rating (Negative)
-50S PSF
Manuel P.E. Product Co a miner
Product Control Division
E-3
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8' GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (INSWING)
q_MjATKVM6
ATTACH ASTRAGAL THOU DOLT
STRIKE PLATE TO THE HEADER
AND TFREMD VITN 010 x 1 3/1'
FLATHEAD SCREVS
NOTES,
00x1'LOW
HOLESmml-l— IN ALL REMAINK
1931 1) VOOD DUCNS BY OTHERS. MUST DE ANCHORED 00 x 1 3/4' LONG
PROPERLY TO TRANSFER LOADS i0 THE STRUCTURE.
FIATMEAO WREVS
t.) THE PRECEDING DRAVINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A VUUD FRAME CONSTRUCTION VIIEK DOOR
SYSTEM IS ANCHORED TO A MINIMUM TVO BY VOOD
OPENING, ASTRAGAL
LK INSWING RK IRSVING
1. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM 13 ANCHORED TO A MINIMUM TVO BY
APPR9MA30aMpLyMVMrS
STRUCTURAL WOOD DUCKsovNM
OURasN00N10[
C. MASONRY OR CONCRETE CONSTRUCTION WHERE
SYSTEM �ATNON-STRUCTURAL
YAMSMITiM[EDDBy
VAT �AN
pDODR
V��TMM �RVITHOUTED
DIE DY WOOD DllClt.
IIDL IE
i
3. ALL ANCHORING SCREWS TO BE 110 WITH
'H r
KVJ" �oo0c�lyxNcaorMCO
W U%Ml
MINIMUM 1 1/e" EMBEDMENT INTO WOOD SUBSTRATE
EHNp. y. N7
OR 3/16' PFH TAPCI>fli WITH 1 1/2' MINIMUM EMBEDMENT
I UMTS SWAN K INSTKLED KY AT LOCATIONS PROTECTED DT A CAIN OR
INTO MASCNRY.
OVUM SUCH HMT THE NIQE BENEFIT THE EDGE 6 CK" OR OVERIM
/. UNIT MUST BE INSTALLED VITN 'MIAMI -DADS COUNTY
10 SILL IS LESS TWA 0 DLOIEES. MESS WIT IS INSTALLED IN
APPROVED' SHUTTERS
NIN-IMINTA<E MEAS V4X THE WIi NO TME AREA ARE DESIKII TO
I THREE .STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER PaTRA1DDl
AND DOOR. THREE STAPLES PER JAMB INTO THRESMOLD ON
SIDELITES AND DOOR.
L LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES.
7. DOOR/SIDELITE HEADER. DOOR/SIDELITE JANDS. AND IIDELITE BASE
CORNERS ARE COPED AND BUTT JOINED.
8 WS SWU BE PRE -PAINTED VITN A VATER-BASED EPDXY RUST
INHIBITIVE PRIMER PAINT VITN A DRY FILM THICKNESS OF 00 10 12 NIL
A FRAMES SWILL BE PRE -PAINTED VITN AN ACRYLIC LATEX VATER-BASED/
VATER-REOUCIQE VHITE PRIER VITN A MY FILM THICKNESS Or 09 10 12 MIL.
rMltil
1/2'
GLASS BITE
GLAZING DETAIL
Tt WMI MAU
INTERIOR
11,43WlINU
OTHER CONFIGURATIONS
AffM0MAsmavW WM,W
a
er
a�
•acM0000tcowu
80 11/16' Z.
MAX INTERIOR
79 5/16'
MAX
BY V000 BUCK
640
MAX DLO
_I
4 9/16'
SECTION B -B
17
1 1/4'
ALUMINUM ASTRAGAL
PREMDDR (RANO OR EOWVALENT- 5/8' ALUMININ ASTRAGAL
1 ALUNWII-RWR THREMD EN -IS PREMDOR BRAND OR EOUIVN.ENT - 1 1/1' x 1 9/16'
TOP CHANNEL EM -06 PREMDOR DRANO - 1 Il/16' - 20 GA STEEL
QD STEEL SKIN a 2L (810IN -0 ammisloomse
DENSITY ZO TO 21 1 JFt°
rOWOOD
TT
EM -07
1 PREMDOR DRANO - 1 11/16• - 20 GA STEEL
L LOCK EM -09
1' X 9 I/2' NTL TO DE PINE OR EQUIVALENT
EXTERIOR
1 STRIKE STILE
EN -06
PRENDOR IRMO - 1 11/16' - 20 GA STEEL
II HINGE STILE 04-05
PREMDOR DRANO - 1 11/16' - 20 GA STEEL
LOCK PREP FILLER PLATE EM- 0
PREMDOR WAND - AW THICK- MTL. IO BE POLYETHYLENE
1'x1' HINGE EN -16
HALER BRAND NNE OR EQUIVALENT - 497 THICK (STEEL)
W000 HINGE JAMB
1 1//' X 1 9/16' NTL TO BE PINE OR EQUIVALENT
110-21 x 1/2" rxxS.
no x z• Fxvsat
(4) SCREWS PER MIKE INTO DOOR
Nr
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mwo st0CU1 Jot r sow "m up
so[vs TMaia tAa Sis0.1TF m mm sinim. r sow IXM
suit Al EU[VATAT VIEV, FOR I Or SCREWS UZI NO UVTpIS
110 X 3/4' FxVS
0 SCREVS PER HN[i INTO .IAMB
18 x 2' rxV.S.
10 SCREWS AT EACH STROIE PLATE
22' X 61' SINGLE PANEL
SIDELITE TRIM (WOOD)
1 1/4' 0*6X
ASING
IDELITE HEAD JA
IDELITE BASE
PYLENE LITE TTG
/2'PAW HEAD S
STILES
PIN NAIL
DOW SILICONE #995
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—1028—EM—I
SHEET 3 OF 6
B[Y610r LETTER B
1/4' SHIM MAX
3/4'
3/16'
INTERIOR 79 MAx
80 11/16' I
MAX
2 BY WOOD BUCK
64'
MAX DLO
2 BY WOOD BUCK--` 4 9/16'
SECTION C -C
1 1/4'
7
EXTERIOR
PLEASE SEE 'GLAZING DETAIL'
— DRAWING #31 -1028 -EM -I
SHEET 2 OF 6
1 1/4'
DOW SILICONE #995
AMOMASCpMU'CI WATHM MIV
PREMDOR ENTRY SYSTEMS 1 -1028 -EM -1 !
'Al E00 l SHEET 4 OF 6
nT a OW LEM n
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OTHER DOOR CONFIGURATIONS
11 w A
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r r r r r r
M W
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n r s
s
_ ..u. u. s •r. =a . a s is s
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0OR LNIRY MIEMS 31 -1028 -EM -I
o v W L 4Ulus SHEET 5 OF 6
EMIU CPM MMM aa
�owowcEeo e1-e7W. n [Ym tEflER
OTHER GLAZED DOOR PANEL/SIDELITE STYLES W/SURFACE APPLIED MUNTINS
36'
~I IF MAX ao
79 /16' II
00 1 ll oM�00 00 00 00 00 00 00 00 00 00 00 00 ao 00
PO -1 Po -2 PO -3 PI -4 PI -5 PO -6 PO -7 Po -1 PO -9 PO -10 PB -11 FIFE PO -13 PO -14 P!o-15 PO -16 Pp -11
p # I p g # , -M-, M7 1 , � -1, f 10, 16h-1 Q Fm --1 f
lo,wo
I imi IN ilmi IN]
PO -IB Po -19 PO -20 PO -21 PO -22 PO -23 PO -24 P0-25 PI -26 P0-27 P0-29 Po -29 PO -30 PO -31 PO -32 PO -33 PO -34
88 0 iae
as oa i� � IOU OUB 00 oa
PO -40 PO -41 PO -42 Pa/3 PO -43A PO -428
Po -35 PO -36 PO -37 Po -3/ PI.39
36'
'I IMAX
79 1/171
MIX _
SL -10 1-a SL -31 51-60 1-50 • 1-5"
8
0
SL -69A
0
SL -691
0
1-690 1-25 SL -55 1-301 1-40 1-%A 1-901 1-900 1-303 SL -30C 1-10 1-01
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