HomeMy WebLinkAbout410 Fairfield Dr 05-3202Permit # : 0- 3 1� D
Job Address: 41
Description of Work:
`
CITY OF SANFORD PERMIT APPLICATION RECEIVED
Date: 513105 JUN j 3 20055
r.
Historic District: Zoning: Value of Work: $ 059 35—
Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
.r
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temportry Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residenti(all t/ Commercial Industrial Total Square Footage: '
Construction Type: �U r;�Z. # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: Z' ' S % (/ . 00 n - /c-9 1) Attach Proof of wnership &-Legal Descriation)
Owners Name &Address �� t 1 Vl Let' Eh `-1 u n r/ rj t JY. yl Y<�r r �(� Z7
- Phone: a G 1 r7
Contractor Name & Address: (/ 66 L Z`I (�U G lGb �l h '2/< Z 7 66 _
9 O I' State 'cense Number: C ( _S21)
L -1/`-7/ / _
Phone & Fax: Uh `I d1 oG 1� -09-3 0 Y1C Y6% 65 � "0130 Contact Person: 7 t e v Phone: 41Q Cf/ 7 6 -c) d
i
Bonding Company: _ _-
Address:
Mortgage Lender:
Address:----------
Architect/Engineer: Phone:
Address: 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. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all 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 govemmentai entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification t t I ill notify the owner of the property of the requWeenf F
gnature of Owner/AgentDate e _t
Print 0/Agent's Njame, Print ntrac
C
Signat ire of Notary -State of Florida Date Signature of
OK1/Agent is_ Pe IalV�0 to Me
ta
roduced ID y '
APPI.IC'ATION APPROVED BY: Bldgg9 �P �� �l �% Zon
(Initial & Date)
Special Conditions:
ft
Q, Conuzctor/Agentii
No' Pyoduc'-'a IDt e et
tf : !/ly cornrn xpires June
} ' - No. D11) 128465
(Initial & Date)
11�4�)
Z13. b/
1316 1
c
SName
1 W(310)'
ida DEBBIE BUNION
MY COMMISSION # OD 188491
EXPIRES: February 25, 2007
my — n Nnt—Fli—unt Assoc. Co.
FD:
(Initial & Date) (Initial & Date)
From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 5/1/2005 Time: 4:44:04 PM Page 1 of 2
Seminole County Property Aprhaiser Get Information by Parcel Number Pagel of 1
Total $1857.39 ETA 5/7 Ci/Sanford TP - fbgl 407 873-1739 0264
http://www.sepafl.org/pls/web/re_web.semmole_coutity title?parcel=32193151600001030... 5/1/2005
$
PROPERTY
APPRAISER
sv«i�iiitr[.� courcrx �.:
igil � I"1a5'rSi .
SANFCOMFl3V71-1461
407-668 75
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 32-19-31-516-0000- Tax District: Si -Depreciated
1030 SANFORD
Bldg Value: $0
Owner: LEEKIN JUDITH Exemptions:
Depreciated EXFT Value: $0
Address: 410 FAIRFIELD DR
Land Value (Market): $12,800
City, State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 410 FAIRFIELD DR SANFORD 32771
Just/Market Value: $12,800
Subdivision Name: CELERY LAKES PHASE 2
Assessed Value (SOH): $12,800
Dor: 01 -SINGLE FAMILY
Exempt Value: $0
Taxable Value: $12,800
Tax Estimator
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
2004 Tax Bill Amount: $262
SPECIAL WARRANTY DEED 03/2005 05666 1844 $185,800 Improved
2004 Taxable Value: $12,800
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
Method Units Price Value
LOT 103 CELERY LAKES PHASE 2 PB 65
PGS 29 & 30
LOT 0 0 1.000 12,800.00 $12,800
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized forad
valorem tax purposes.
" "!f you tecently purchased a homesteaded property your next ear's property tax will be based on JusVMarket value.
http://www.sepafl.org/pls/web/re_web.semmole_coutity title?parcel=32193151600001030... 5/1/2005
''• ITMi•'�'
I hy name and appoint:
e: L
I .� r 0 ,__Printed Name of Appointee
.c-'p(f _� or,,)T Lh c. —Company Name of Appointee
to be my lawful attomey-in-fact to act for me in applying to l ( 6 J 5 �d
Government Commercial/Residential Permitting for a permit enabling work to be
performed at the location below -described and to sign my name and do all things
necessary to this appointment:
Section
--- Le .,�Q 2
-- Township
---- Range
Subdivision
Bbck
— Lot
----Project Address
------Owner of Property
fzllj /d t4&Z 72`1—Owner Address
Signed:—_ -- -
oortified contraebor eipnatun
Date:�3D�s
Certified Contractor:�h��/ r�l4r —
printed norm
ContractorLicense #:- C8G—
Stas of cf�m aM j
Sworn to eubsai�s score rife Ihle � day of
IJG.� i / /• (�tcl� (name of p a
to me or who has produced _
Notary RM
Commission
rorMoM W of aamrwya04260vdv
0e)
6-
F'�,
BRYANT K. ROBINSON j?
MY COMMISSION # DD 269995
EXPIRES: November 25, 2007
pdYy '
Bonded nrU Notary PLbIle Underwriters
Leekin Residence
410 Fairfield Drive
Sanford, FL 32771
Opening will meet 35 PSF +/- requirement
Replace front entry door unit.
MIAMI&
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld-Wen, Inc.
31725 Highway 97 North
Chiloquin, OR 97624
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series Smooth & Textured Skins 618" Inswing Integral Glazed Fiberglass Door
APPROVAL DOCUMENT: Drawing No. JW032003, titled "Fiberglass Door Inswing 6-8 Integral Glazed with
Smooth & Textured Skins", sheets 1 through 7 of 7, dated 2/23/03 with revision #2 dated 7/2103, prepared by
manufacturer, 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.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site. at the request of the Building Official.
This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 03-0429.03
f Expiration Date: November 6, 2008
Approval Date: November 6, 2003
Page I
Jeld-Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. JW032003, titled "Fiberglass Door Inswing 6-8 Integral Glazed w/
Smooth & Textured Skins", sheets 1 through 7 of 7, dated 2/23/03 with revision #2
dated 7/2/03, prepared by manufacturer.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of a fiberglass door,
prepared by Architectural Testing, Inc., Test Report No. ATI -03-31988.02 dated
2/27/03, and addendum letter dated August 13, 2003, all signed and sealed by
Steven M. Urich, P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, dated 3/25/03, prepared by
manufacturer, and addendum letter dated August 8, 2003,.all signed and sealed by
James Dobrowski, P.E. Complies with ASTM E1300-98.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Test Report No. J99006660-001, prepared by Intertek Testing services NA, Inc.,
issued to Jeld-Wen, Inc., dated 4/8/99, Dylite Expandable Polystyrene, tested per
ASTM D 1929-91 "Standard Test Method for Ignition Properties of Plastics";
ASTM E 8497 "Standard Test Methods for Surface Burning Characteristics of
Building Materials", signed and sealed by Douglas Keith Tucker, P.E.
F. STATEMENTS
1. Statement letter of no financial interest, dated 4/4/03, signed by Steve Strawn, P.E.
2. Statement letter of conformance and no financial interest, dated 4/15/03, signed and
sealed by James Dobrowski, P.E.
3. Laboratory compliance letter for Test Report no. ATICA03001, issued by
Architectural Testing, Inc., dated 4/17/03, signed and sealed by Steven Urich, P.E.
G. OTHER
1. Letter from the consultant that states that the product is in comp��nc�with the
Florida Building Code (FBC). )
Product ControKExamfiner
NOA No 034429.03
Expiration Date: November 6, 2008
Approval Date: November 6, 2003
E-1
N®
FIBERGLASS DOOR
INSWING 6.8 INTEGRAL GLAZED W/ SMOOTH AND TEXTURED SKINS
I. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA
BUILDING CODE.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. IMPACT RESISTANT SHUTTERS ARE REQUIRED
5. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1.
6. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS
FOR HIGH.WIND_VELOCITY_ZONE WHEN USING THE LOW
RE$�pcENTtAL toBERGffASS ameCOMPOt$1TE)DOOR
Door Leaf Construction:
da
Face sheets fiberglass avg. min. yield strength
Fy(min.)=6,000 pal
Smooth Skin - 0.068' minimum
Textured Skin - 0.070' minimum
Core design: Expanded Polystyrene foam core,
with 1.0 to 1.25 lbs. density.
Panew Construction: The panel akin is constructed from a
0.068 min. thk. sheet molding compound (SMC).
Theppaanal face sheets aro glued to the composite wood rails
and LVL. stiles. In the doubldoor a plication the inactive
door Is fitted with an extruded aluminum astragal (Imperial)
of 6063 -TS alloy.
ane CqnstWpilm The frame is constructed with finger
loin pine. a header is ,joined to the side jambs with
�3) 16 go. 1/2" crown x odJusta 2 long staples at each aide.
7TTi�la units use an Inswing to threshold.
The doors are integrally glazed with Schnee-Morohea
SM57 1 Silicone Sealant.
real r
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
POSITIVE +75 psf
NEGATIVE -75 pal
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
VERTICAL CROSS SECTION
3
HORIZONTAL CROSS ON
4
C I S
5
OLTALS
6
35.75' MAX.
7
BILL OF MATERIALS & UNIT COMPONENTS
real r
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
POSITIVE +75 psf
NEGATIVE -75 pal
rift the
0M 2/23/03
SCALE NTS
Mr. se KMN
six er, SF
MININO wog
JW032003
MEET -.L OF
37.5" MAX.
WMAX OVERALL FRAME WIDTH
FRAME WIDTH
35.75' MAX.
36.375" MAX.
25
PANEL WIDTH
PANEL WIDTH
W/
r
ss
_
6v
47
M
26'
__
16
D.LC>c
C
j
\
INACTIVE
a
ACTIVE
.
a
'
(a
ao
,
^
ap
TEXTURED
SKIN SINGLE INSWING
37.5" MAX.
UNR
TEXTURED
SKIN DOUBLE INSWING UNI
74'MAX OVERALL FRAME WIDTH
FRAME WIDTH
35.75" MAX.
36.375" MAX.
PANEL WIDTH
PANEL WIDTH
W/ASTRAG4L
W
w
=
24.125w
W`�
16
O
-'
Z
W
D 0,
l/ O
`
c
24.125'
MAX.
D.L.O.
a.
INACTIVE
ACTIVE
o
o
S
�
a
t'
�
rn
eo
^
ro
;SHT.SEE. DETAIL A'
SMOOTH
SKIN DOUBLE_
INSWING UNIT
SMOOTH
5
SKIN SINGLE INSWING
UNIT
rift the
0M 2/23/03
SCALE NTS
Mr. se KMN
six er, SF
MININO wog
JW032003
MEET -.L OF
18
•a
•' •'
ro
�.4..
19
Z
20
_
V¢rca
Z 'V 0
y �% cy
2
11-le
Z
26
V
�—
X 5cd
9
., 28
-S M V CL
2
Y�,;
"""
1.67" MIN.
,`. 0.068" MIN. PANEL
PANEL THK. SKIN THK.
ra
X
I
21
rS�
y
w
&--/cs
O
EfTE61DB
Jd7E6LQB
x
�
w
0.625" MIN
GLASS THK.
'
t0
21
'm
rl
I�
�z3
cli
21
lV
°p 29
7
SEE NOTE 1
28
27
ci
cd cd
8
24
Z
in
a
NOTES:
a
1. fOR ANCHOR SPACING, SEE SHEET 4 OF 7.
M
2/23/03
> NTS
18
� ucemply�SwMllht
Ma Err.* KMN
1 ERTICAL
CROSS—SECTION
cm MI. SF
2
Ma.
JW032003
Wr _�_ OF_L
EXTER10
INACTIVE
SEE NOTE 12
SEE NOTE 11 10 /
ACTIVE
L1 O
.25" MAX.
z x
1
SHIM THK.
lNTEBIO
11 21
N
. •�
29
292
19
�G,co
22
Y
5
�..
15
Q_HORIZONTAL CROSS SECTION
0
c
� z
••
AT ASTRAGAL, TYP.
a
'tno
o -�
.15' MIN.
GI
o
21 COUNTERSINK
�' .
�
a
6
Ix
EXTERIOS
1.15" MIN.
EMB.
o o
L
.., •..t
-t`a .. ..:r; •.
�.. ►
is
'
''�:, ,�• �:r,. •:�•.
.15" MIN.
5
COUNTERSINK
•'
z
21
9 B 31
18
'
20
. x
1NTEB14B
4
9
.
i
21
o w
2
1.15' MIN.
EXTERIOR
o
EMB.
3
�' v"
HORIZONTAL CROSS SECTION
AT HINGE JAMB TO BUCK, TYP.
19
NO1. TES:
ACING FOR 114 IS AS FOLLOWS: FROM TOP DOWN
21
i Y
n
1-, 2 1/2', 4', 5 1/2", 13', 18' & 26". SPACING FROM
N
THE BOTTOM UP IS THE SAME; FOR A TOTAL -OF 14 SCREWS.
20
.
0
o �"
2. ATTACH THE STRIKE PLATE AND THE DEADBOLT TO THE ASTRAGAL
33
3
� i
USING A 18 x 2' LG. PHILLIPS FLATHEAD SCREW.
32
a
(SEE DETAIL E, SHL 5)
n HORIZONTAL CROSS SECTION
AT LATCH JAMB TO BUCK, TYP.
l�[IFH146
PRODUCT:
w>E 2123103
JELD-WEN, INC.
FIBERGLASS DOOR
INSWING 8-8 INTEGRAL GLAZED
Apptovcdsn°apylratwimme
NTS
31725 HIGHWAY 97 NORTH
W/ SMOOTH & TEXTURED SKINS
p '��
�� KMN
CHILOQUIN, OR. 97624
2 7 0 03 G MEN
1 5,Z;93
S
I KMN
PART OR
ASSEMBLY;
migym r►ueee�cmw
e+ SF
PH. 541.783.2057
O
REVISI
BY
HORIZONTAL CROSS SECTIONS
0°
Br
DROM
�3
UW032003
sir -'L or
SEE DETAIL C
SHEET 5
SEE DETAIL SEE NOTE 1 do DETAIL G
B SHEET 5
T
6" --{ 3" 3" 8' f O v
O I— 15 1 1 1 ?
`4 SEE p• �o — TYP. ®F r`
�o DETAIL " " �o j io TYP. , �j a= cc
5 TYP. r: 1 '`° `° TYP. Z
— — TYP. iq SEE DETAIL
°
'? 't�5 r) — �o 'i E SHEET 5
in TYP. _ c°'o
—^� to U a
I ro • C D •--IT=
Ato
A 8 cn
1� .
_ o U•W
1 0 rn' I D —1 TYP. I 1 OTYP. B ua� cn
6" g" T6. 3" 3' 6" a
w
a 37.5" --1 1�o 74" wi L6
$oma j
SEE DETAIL
� z
F SHT, 5 �$
s 2
SINGLE DOOR ANCHORING LOCATIONS DOUBLE DOOR ANCHORING LOCA71ONS a
DETAIL G �n
NOTES:
1. THE HEAD JAMBS ARE JOINED TO THE SIDE
JAMBS USING (3) 16 Go. 1/2" CROWN x 2"
LONG STAPLES.
60
KMN
ar SF
Toro x0.e
JW032003
r -LOF
c�
6
'—STEEL BOX SPACER
FXTERIO J�ERIOR
1/8" INSULATED 1/8" INSULATED
TEMPERED GLASS 5/8" TEMPERED GLASS
OVERALL
THICKNESS. 0.375" AIR SPACE
GLAZING DETAIL
INSULATED GLASS UNIT
DETAIL A DETAIL D
SURFACE BOLTS STRIKE PLATES TO JAMBS
_DETAIL B
HINGE DETAIL
SURFACE BOLI
CTD'KE PLATE
DETAIL E
STRIKE PLATE TO
IMPERIAL ASTRAGAL
DETAIL C
ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE AND SURFACE BOLT
STRIKE PLATE TO FRAME AS SHOWN.
ASTRAGAL RETAINER BOLT
HOLE MUST BE DRILLED
THROUGH THE THRESHOLD
& INTO THE MASONRY
_ DEEP ENOUGH FOR A 2" THROW
DETAIILg F IOL BOLT HOLE .
S tCE BOLT STRIKE
===two wmplyint MIA IM
flarlth Bu�Cad�
Eft': KMN
en Sr
ma W,
JW032003
T _5of Z
F1.50"
r
ro
U1.025-
9.0"
I
a
`r
v
cc
�iL
cc
WEATHERSTRIP
z3o�
ASTRAGAL BOLT
MATERW.: C/R
1COMPRESSION
-F4-•087" MIN.
4 4 STEEL DOOR HINGE
Q-LON QDS 650
x
Z S
x
-Al'
ASTRAGAL (ALUMINUM) 0.050"
STEEL ROD ZINC
& YELLOW CHROMATE 71
x
3
O
B
6063-T5 ALUMINUM
1 88'
134` 1.26 o
.055 5"
1.531"-
125"
•
Fl,
8�
.156" .qg" ►
to 4.562"
cr
.45`
I-
��
INSWING DOOR BOTTOM
ADJUSTABLE INSWING THRESHOLD
yy gpIUAB�
op
}i
r 750" -{ ~ .266"
SWEEP. EXTRUDED VINYL Y4
0.060 ` TYP. WALL THK.
CAP
BY IMPS 3-T. 51' WALL THK.. O
m
"i
COMPOSITE WOOD BOTTOM RAIL
27
O
o
oozy
m
o v
C
nz
0 1.264" .133"
4.5625"
L 1
•0�"
L
f-- 1.531'
g
L
P 2
yrj
to
A /I
I
0D
.163'
^
�
p
1 f
i--1.531 "
1.531 "N
.125"
U.)
LVL HINGE STILE
COMPOSITE WOOD TOP ROIL
o
WOOD FRAME 1 2 23
W/ SOFTWOOD CAP
31
LVL LATCH STILE Wf SOFTWOOD CAP
32
26
�^z
a�22303
SCAM NTS
Avn wdnem*btgwimtbe
florid. o c
om
Om ft KMN
cmK -. SF
No
Mhd Pnodoct
DRWM NO.:
sr
JW032003
%W JL OF
Item DESCRIPTION
Material
r- 2.0" --j
75"
1
2
HINGE JAMB 1 1 4 x 4 1 2 PONQEROSA PINE)
HEAD JAMB 1 1 4 x 112- PONDEROSA PINE
PINE
3
4 x 4 BUTT HINGE 12GA. MIN
STEEL
.087
ttJl
4
HI IP W00
STEEL
5
8 x 2 1 2 PHILLIPS FLATHEAD WOOD SCRE
EEL
^
n
6
IPS FLATHEAD WOOD SCREW
10 X 1 112" PHILL20
STEEL
SURFACE BOLT STRIKE (.125" STEED)
0
3116- TAPCON OR
ATTACH TO HEAD & SILL USING
a
U Q o
2 3 �!
7
fTW BUtLDEX TAPCON (NOA # 02-0311.03) OR
STEEL
X10 x 1 1/4- F.H. SHEET METAL
SCREWS PROVIDED WITH BOLT.
ELCO TAPCON NOA 00-1201.01
SURFACE BOLT (IVES. STEEL)
Z X
8
INSWING ADJUSTABLE THRESHOLD (IMPERIAL)
ALUMINUM
.25"
9
COMPRESSION WEATHERSTRIP -LON 5-650
�r
10
EXTRUDED ASTRAGAL IMPERIAL ANH
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ASTRAGAL THROW BOLT 0..3125 x 9.0 L.
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12
10 x 1 1/4' PHiLUPS FLATHEAD WOOD SCREW
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13
ASTRAGAL BOLT STRIKE PLATE LOCATED
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1.625" --{
14 10 X i PHILLIPS PAN HEAD SHEET METAL SCREW STEEL
15
i 6
KWIKSET TITAN SERIES LOCK SERIES 400
KWIKSET TITAN SERIES DEADBOLT SERIES 780
N
17
LATCH SCREWS SEE LOCK INSTRUCTIONS
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21
SCHNEE-MOREHEi4D SM5731 SILICONE SEALANT
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22
0.625 INSULATED TEMPERED LASS
GLASS
ASTRAGAL BOLT STRIKE PLATE(.050- STEEL)
LATCH JAMB (1-114" X 4-112' PONDEROSA PINE
PINE
24
INSWING VINYL DOOR BOTTOM SWEEP
IVES SURFACE BOLT 454 8.0 L. X THK.
VINYL
STEEL
26
.25
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TOP RAIL COMPOSITE WOOD
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27
BOTTOM RAIL (COMPOSITE WOO
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FIBERGLASS DOOR PANEL SKIN MATERIAL NOA 02-0612.02 SMC
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SURFACE BOLT STRIKE 0.125 THK.
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31
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32
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33
8 x 2 PHILLIPS FLATHEAD WOOD SCREW
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34
1 4-20 SEX 8017 W 1 4-20 FEMALE END x 1 112" L
STEEL
35
16 Ga. 112' CROWN x 2 LONG. STAPLES
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