123 Wood Ridge Trl - BR08-001044 (FRONT DOOR REPLACEMENT) DOCUMENTS (2)CITY OF SANFORD PERMIT APPLICATION
Application # : oO 10
Job Address- 123 hJU a,/ !/4 ^ -(' C / ,;
Parcel ID: J, 2 " 3 U - E G.S ( dd 6 "y %>J Zoning:
Description of Work:
Submittal Date: 3
Value of Work: S 7
Historic District:
Square Footage: O.
Permit Type: Building @/' Electrical 0 Mechanical Plumbing Fire Sprinkler/Alarm Pool 11 Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer tines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial
Occupancy Type: Residential 13' Commercial Industrial Occupancy Use Group(s):
Construction Type: (_e if of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
p........./.................................................. ..... .....
Property Owner: /•"r_ M/j,1 I 12Dle. f%lIc `t %li Contractor:
Address: 06d 4144,1 Address: V41 l—
Phone:L6 % Z -e?J__ 3 E-mail: Phone: / State License Number:11We12.J 0 09 9
Bonding Company: Mortgage Lender: _
Address: Address:
Architeet/Engineer: — Phone:
Address: Fax:
Plan Review Contact Person: Phone: Fax: E-mail:
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 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.
Signature of Owner/Agent Date Signature of Contractor/Agent.
Print Owner/Agent's Name Pripftqntractorl g s Na ne
Signature of Notary -State of Florida Date Si ature of Notary -State of Florida ate
NOTARY PUBLIC -STATE OF FLORIDA
Phyllis J. Nicholas
Commission #DD739134
o' Expires: DEC.14, 2011
Owner/Agent is _ Personally Known to Me or Contractor/Agent is t,-fer nali}$ ri0EThPnC BONDMCO., INC.
Produced ID _ Produced ID
APPROVALS: ZONING: UTIL: FD: ENG: BLDG: yop
Special Conditions:
Rev 02/2007
LIMITED POWER OF ATTORNEY
I her y name and appoi t:
Printed Name of Appointee
T L Company Name of Appointee
to be my lawful attorney -in -fact to. act for me in applying to ( Q jr.1, Y
Government Commercial/Residedial 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
Township
3— Range
56._ Subdivision
6 b b Block
M Lot
1, /G„c---- -- Project Address
Owner of Property
Z22 &,—Y- LZ 2/Owner Address
1
Signed:—_
certified contredor aipnalhms
Date: 2 9 D
Certified Contractor011'.1I_/ 7: &,&,,--- prhood
name Contrador
Ucense #:_ C
OT U1to
and.irb r bi me tl,;ie aay d by sll?,l l ' ( of t on odaed) who -is oasmdy known to
ma or who has produced (idenebca6an)- NoWy
Public Camnisaiao
a OMC t
f FOrgt{
ioaar d >tnopO OLtle LROBINSONINSON40698978.
2011e.
00m O
2/29/2008 1:47 PM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1
Seminole Coutlty Property Appraiser Get Information by Parcel Number Page 1 of 1
otal $863.17 ETA 3/14 Ci/Sanford FR- fbgl, 407 322-2553 0264
PROPERTY
APPRAISER
Stt'ifi3L c.'if,tf`FFY Ft..
h .
o'' oADtFc`ftFs<YrT,.`aP`f7'E.,fe3N%Ei
ifs• ..:
2008 WORKING VALUE SUMMARY
Amendment 1 impact not reflected.
GENERAL
Value Method: Market
Parcel Id: 32-19-30-5GS-0000-0950
Number of Buildings: 1
Owner: BOULTING EDMUND &
Depreciated Bldg Value: $150,445
Own/Addr: SELL TONI K
Depreciated EXFT Value: $864
Mailing Address: 123 WOOD RIDGE TRL Land Value (Market): $45,000
City, State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 123 WOOD RIDGE TRL SANFORD 32771 Just/Market Value: $196,309
Subdivision Name: KAYWOOD REPLAY
Assessed Value (SOH): $131,115
Tax District: S1-SANFORD
Exempt Value: , 000
Exemptions: 00-HOMESTEAD (2002)
Taxable Value: $106106,115115
Dor: 01-SINGLE FAMILY
Tax Estimator
Portability Calculator
SALES 2007 VALUE SUMMARY
Deed Date Book Page Amount Vacllmp Qualified
Tax Amount(without SOH): $3,759
WARRANTY DEED 12/2001 04336 U25 $165,700 Improved No
2007 Tax Bill Amount: $1,909
WARRANTY DEED 06/2001 04123 0557 $149,500 Improved Yes
Save Our Homes (SOH) Savings: $1,850
WARRANTY DEED 12/1995 03012 0873 $114,500 Improved Yes 2007 Taxable Value: $102,296
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LEGAL DESCRIPTION
LAND
PLATS: Pick...
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 0 0 1.000 45,000.00 $45,000 LEGLOT 95 KAYWOOD REPLAT PB 30 PGS 27 BUILDING
INFORMATION Bid
Bid
Type Year
Fixtures
Base
Gross Living Ext Wall Bid Value Est. Cost Num
Bit SF SF SF New Building
1
SINGLE
1995
6 1,730 2,372 1,730 CB/STUCCO $150,445 $157,948 Sketch
FAMILY FINISH Appendage /
Sgft GARAGE FINISHED/558 Appendage /
Sgft OPEN PORCH FINISHED / 84 NOTE:
Appendage Codes included in Living Area: Base, Upper Story Base, Upper S to/y Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed Permits
EXTRA
FEATURE Description
Year Bit Units EXFT Value Est. Cost New WOOD
DECK 2001 240 $864 $1,200 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes. f
you recent!y purchased a homesteaded property your next ear's p/operty propertytaxwill be based on JusVMalket value. http:%/www.
scpafl.orgiwebire web.seminole county title?parcel=3219305GS00000950&c... 2/29/2008
Sell Residence
123 Wood Ridge Trail
Sanford, FL 32771
a 0
rTl
rW IIE rnr-
01nJI&
I Florida Building Code Online Page 1 of 5
BCIS Home ! Log In I Hot Topics j Submit Surcharge j Stats & Facts 1 Publications i. FBC Staff B.
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name
who developed the Evaluation Report
Florida License
FL4389-R1
Revision
2004
Approved
F
Trinity Glass International
4621 192nd Street East
Tacoma, WA 98446
253) 875-7300
rickw@rwbldgconsultants.com
Andrew Na
rickw@rwbldgconsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Regis
Licensed Florida Professional Engineer
1 Evaluation Report - Hardcopy RecE
Wendell W. Haney
PE- 54158
http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsXypglMj YJ]3y... 3/29/2007
Florida Building Code Online Page 2 of 5
Quality Assurance Entity
Validated By
Certificate of Independence
National Accreditation and Managemei
L.F. Schmidt, P.E.
Referenced Standard and Year (of Standard
Standard)
Accepted Engineering Practice
ASTM E1300
ASTM E330
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 2 Option B
08/05/2005
08/05/2005
08/15/2005
08/24/2005
Summary of Products
FL # MWodel, Number or Name Description
4389.1 =E:Single non -Impact"
erglass Glazed Door
up to a 3'0 x 6'8 Single (>
Glazed fiberglass Door - I
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product is
required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of
the Florida Building Code, Maximum Design
Pressure Rating - Positive 50.0 PSF and
Negative 50.0 PSF (see 4389.1 EVAL for any
additional size and use limitations).
Installation Instruction
Verified By:
Evaluation Reports
PTID 4389 R1 T 4389.:
PTID 4389 R1 T 4389.:
PTID 4389 R1 T 4389.:
PTID 4389 R1 T 4389.:
PTID 4389 R1 T 4389.:
PTID 4389 R1 T 4389.:
PTID 4389 R1 T 4389.
PTID 4389 R1 T 4389.,
PTID 4389 R1 T 4389.1
PTID. 4389 R1 T 4389.!
PTID 4389 R1 T 4389.E
PTID 4389 R1 T 4389.E
PTID 4389 R1 T 4389.;
PTID 4389 R1 T 4389.:
http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgsXypgIMj YJBy... 3 /29/2007
Florida Building Code Online Page 3 of 5
4389.2 b. Single "non -Impact" up to a 3'0 x 6'8 Single w
Fiberglass Glazed Door with or OX) - "non -Impact" GIz
Sidelite Inswing or Outswing
Limits of Use (See Other) Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product is
required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of .
the Florida Building Code. Maximum Design
Pressure Rating - Positive 55.0 PSF and
Negative SS.0 PSF (see 4389.2 EVAL for any
additional size and use limitations).
4389.3 c. Single "non -Impact" up to a 3'0 x 6'8 Single w
Fiberglass Glazed Door with OXO) - "non -Impact" Gla
Sidelites Inswing or Outswing
Limits of Use (See Other) Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product is
required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of
the Florida Building Code. Maximum Design
Pressure Rating - Positive 50.0 PSF and
Negative 50.0 PSF (see 4689.3 EVAL for any
additional size and use limitations).
4389.4 d. Double "non -Impact" up to a 6'0 x 6'8 Double
Fiberglass Glazed Door Glazed Fiberglass Door - ]
Limits of Use (See Other)- Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
i Design Pressure: +/-
1 Other: This product meets the requirements for
ithe State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product is
required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of
the Florida Building Code. Maximum Design
Pressure Rating - Positive 50.0 PSF and
Negative 50.0 PSF (see 4389.4 EVAL for any
additional size and use limitations).
http://www. floridabuilding.org/prfpr_app_dtl. aspx?param=wGEVXQwtDgsXypgIMj YJBy... 3/29/2007
Florida Building Code Online Page 4 of 5
4389.5 e. Double "non -Impact" up to a 6'0 x 6'8 Double v
Fiberglass Glazed Door with (OXXO) - "non -Impact" G
Sidelites Inswina or Outswina
Limits of Use (See Other) Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ When
used in wind-borne debris regions this product is
I required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of
the Florida Building Code. Maximum Design
Pressure Rating - Positive 50.0 PSF and
Negative 50.0 PSF (see 4389.5 EVAL for any
additional size and use limitations).
j 4389.6 f. Single "non -Impact" up to a 3'0 x 6'8 Single w
II Fiberglass Glazed Door with - "non -Impact" Glazed Fit
Sidelite and Continuous a Continuous Head and Si
Head and Sill Outswina
Limits of Use (See Other) Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product is
required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of
the Florida Building Code. Maximum Design
Pressure Rating - Positive 50.0 PSF and
Negative 50.0 PSF (see 4389.6 EVAL for any
additional size and use limitations).
4389.7 g. Single "non -Impact" up to a 3'0 x 68 Single w
Fiberglass Glazed Door with "non -Impact" Glazed Fibe
Sidelites and Continuous Continuous Head and Sill
Head and Sill
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: This product meets the requirements for
the State of Florida excluding the "HVHZ". When
used in wind-borne debris regions this product is
required to be protected with an impact resistant
covering that complies with Section 1609.1.4 of
the Florida Building Code. Maximum Design
Installation Instruction
Verified By:
Evaluation Reports
http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?p aram=wGEVXQwtD gsXypgIMj YJBy... 3 /29/2007
Florida Building Code Online Page 5 of 5
Pressure Rating - Positive 50.0 PSF and
Negative 50.0 PSF (see 4389.7 EVAL for any
additional size and use limitations).
Back Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Discl,
Product Approval Accepts:
ti. M rChck
Ymri 5iy n
3ditlC6ld
YEitaFYM
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsXypgIMj YJBy... 3/29/2007
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
Report No.: FS 4389.1
Date: April 16, 2005
Product Category: Exterior Doors
Product sub -category: Swinging
Product Name: Fiberglass Glazed "Non -Impact" Door
Single — In -swing or Out -swing
Manufacturer: Trinity Glass International
4621 192°a Street East
Tacoma, WA 98446
Phone:253.875.7300 Fax:253.875.7301
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney,
P.E. (System ID # 1993) for Trinity Glass International based on Rule Chapter No. 9B-72.070, Method
1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building
Commission.
RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in
the company manufacturing or distributing the product or in any other entity involved in the approval
process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code (2001
Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code,
do not exceed the following design pressures:
Design Pressure Rating:
Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF
See Limitations for size restrictions)
See Drawing No.: FL 487 prepared by R W Building Consultants, Inc. and signed and sealed by
Wendell W. Haney, P.E. (FL # 54158) for specific use parameters.
e nell W. ey, E.
FL No. 54158
April 16, 2005
Rwbcsrv\rwbc\proj 650 - 800\pf741\Eval 4389. Ldoc Sheet 1 of 3
Limitations
I. The Trinity Glass International Glazed Fiberglass "Non -Impact" In -swing or Out -swing Door has been
evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity
Hurricane Zone".
2. When used in wind-borne debris regions, this product is required to be protected with an impact resistant
covering that complies with Section 1606.1.4 of the Florida Building Code.
3. Size Limitations:
Configurations MAX. Frame Width MAX. Frame Height
Single X 37.5" 81.625"
4. The Design Pressure Ratings (PSF) for the Single units are as follows:
Swing
O.A.
Frame
Dimensions
O. A.
Daylight
Opening
Positive Negative
37.5" 21.00"
In -Swing X I X 50.0 PSF 50.0 PSF
81.625" 63.00"
37.5" 21.00"
Out -Swing X X 50.0 PSF 50.0 PSF
80.50" 63.00"
Wendell W. aney,
FL No. 54158
April 16, 2005
Rwbcsrv\rwbc\prof 650 - 800\pf741\Eval 4389. i.doc Sheet 2 of 3
Supporting Documents
A Drawing
1. Drawing No. FL 487 titled 3'0 x 6'8 Glazed Fiberglass "Non -Impact" Door In -swing / Out -swing
prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate
of Authorization No. 9813) signed and sealed by Wendell W. Haney, P.E.
B Tests Performed
1. Testing per ASTM E283-91 and ASTM E330-84 as performed by Testing Evaluation
Laboratories Inc. and reported in test report number 05-0411-1, dated April 16, 2005 and signed
by Wendell W. Haney, P.E.
C Calculations
l . Product anchoring is in accordance with manufacturer's published recommendations as
substantiated by testing performed by Testing Evaluation Laboratories, Inc. and reported in test
report number 05-0411-1.
2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney,
P.E.
3. Glass Load Resistance Report ASTM El300-94 and ASTM El300-02 prepared by Wendell W.
Haney, P.E.
D Other
1. Certificate of Participation issued by National Accreditation and Management Institute, Inc.
certifying that Trinity Glass International is manufacturing products within a quality assurance
program.
Wendell W. H ey, P. .
FL No. 54158
April 16, 2005
URwbcsrv\rwbc\proj 650 - 800\pf741\Eval 4389.1.doc Sheet 3 of 3
1 (V asp
I N T E RNA T I O N A L
4621 192nd STREET EAST TACOMA, WA 98446
TEL: 253-875-7300 .FAX: 253-875-7301
3'0 X 6'8 FIBERGLASS
FULL LITE DOOR
INSWING / OUTS WING
NON -IMPACT"
GENERAL NOTES
1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH
VELOCITY HURRICANE ZONE".
2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL
SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. WHEN USED IN AREAS REQUIRING WIND—BORNE DEBRIS
PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH
AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION
1606.1.4 OF THE FLORIDA BUILDING CODE.
4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF
THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR
2X BUCK MASONRY CONSTRUCTION.
5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO
FURTHER ENGINEERING ANALYSIS.
TABLE OF CONTENTS
1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES
2 VERTICAL & ORIZONTA SS SECTIONS
3 BUCK & FRAME ANCHORING
4 COMPONENTS
5 BILL OF MATERIAL COMPONENTS & GLAZING DETAIL
40.0" O.A WIDTH _
w/ BRICK MOLD
37.5" MAX. OVERALL
FRAME WIDTH
35.75" MAX. _
PANEL WIDTH
21.0"
MAX.
D.L.O. /
O
O
FULL LILL DOOR
VIEWED FROM EXTERIOR
DESIGN PRESSURE RATINGS SINGLES (PSF)
OVERALL OVERALL ASTM E1300-94 ASTM E1300-02
FRAME DAY LIGHT GLASS
POSITIVE NEGATIVE POSITIVE NEGATIVEDIMENSIONDIMENSIONTYPE
INSWING 37.50" x 81.625" 21.00". x 63.00" 1/8" TEMPERED
AIR
1/8" TEMPERED
50.0 50.0 50.0
OUTSWING 37.50" x 80.50" 21.00" x 63.00" 50.0 50.0 50.0 50.0
Sc - N.T.S.
DWG. BY: EW
CHK. BY: WWH
DRWING NO.:
FL-487
SHE 1 of-5
32
2
2" MIN. FROM
MASONRY EDGE
NO (TYP.)
1. DEADBOLT LOCATED @ 40.375" FROM TOP OF DOOR PANEL. 32
2. LOCKSET LOCATED @ 45.875" FROM TOP OF DOOR PANEL.
31
3. HINGES (3) LOCATED 0 6.5" FROM TOP OF DOOR PANEL AND MAX.
31.0" ON CENTER. 29
27
7
4
12
EXTERIOR INTERIOR
10
8
9 12
LL
31
VERTICAL CROSS SECTION EXTERIO
@ SILL W/OUTSWING THRESHOLD
1-1/4" MIN.
EMB. (TYP.)
37.5" MAX. OVERALL FRAME WIDTH -
25" MAX.
SHIM THK. 16
SEE 15 23
INTERIO ullT
HORIZONTAL CROSS SECTION
INSWING CONFIGURATION
vialmorA—MR4
VERnGAL
5 qZ C j, M M(L M
04/11/0
N.T.S.
BY: EW
Byt WWP
NG NO,
FL-487
2 of
j 1.220" [— )
L
1.562" ---{ I
1.562"
2.0"
N \
J m W m u
o
Ml U
M N O U ai Z Z
Z O m OUN •• LLzm
Z u Z p
9q
11 TOP RAIL 13 HINGE STILE SUPPORTER BOTTOM RAIL BRICKMOLD a
MATERIAL: PVC COMPOSITE MATERIAL: LVL (POPLAR) O MATERIAL: PVC COMPOSITE O MATERIAL: FJ PINE c c e 3
OPTIONAL) E I Q
00 rn
1.983"
o
y1.
10
0.303"
1.907" -{ S00z
0.103" -{ 0.103' I 3.983" -- aoz zI ( I wo= Z
3 m CL
N N 0 0 0
U
N to N N
d' i- plOr Z O
0 3
m a
m
PPORTER HINGE16MATERIAL- PVC COMPOSITE 14 MATERIAL: PVC
1
LOCK STILE EDGE HINGE STILE DCOMPOSITE 15 MATERIAL: LVLGELOCKSTILE (
POPLAR) POPLAR)) 18 MATERIAL: STEEL
NO
3.5" -
2.450"
1.220" 4.560" o a-4
o , 678" C--- — 1
O
o
t
0 0
0
0
88LOCK BLOCK JAMB GUARD DOOR SWEEP O O O
MATERIAL: LVL (POPLAR) 20 MATERIAL: .040" THK. O MATERIAL: PVC
GALV. STEEL 12
SILL KEY
19 MATERIAL: PC/ASA
4.560"
2.435"
DATE 04/11/L
s, N. T.S.
CHK. er: WWI
FL-487
4 OF
ITEM DESCRIPTION MATERIAL
I FIBERGLASS SKIN 0.079" MIN. THICKNESS - FIBERGLASS.
2 LATCH JAMB FINGER —JOINT PINE WOOD
3 HINGE JAMB — FINGER —JOINT PINE WOOD
4 HEAD JAMB FINGER —JOINT PINE WOOD
5 IN —SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM
6 DOOR BOTTOM SWEEP PVC
7 BRICK MOLD FINGER —JOINT PINE (OPTIONAL) WOOD
8 OUTSWING THRESHOLD AL / COMP.
9 COMPOSITE BOTTOM RAIL PVC
10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LEIS. / cu.ft. DENSITY POLYURETHANE
11 COMPOSITE TOP RAIL PVC
12 WEATHERSTRIP QEBD650 Q—LON FOAM
13 LVL HINGE STILE LVL POPLAR POPLAR
14 PVC. COMPOSITE HINGE STILE EDGE PVC
15 LVL LATCH STILE LVL POPLAR POPLAR
16 PVC. COMPOSITE LATCH STILE EDGE PVC
17 LVL LOCK BLOCK POPLAR
18 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL
19 SILL KEY PC / ASA
20 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL
21 KWIKSET LATCH GRADE 11 STEEL
22 KWIKSET DEADSOLT GRADE it STEEL
23 STRIKE PLATE STEEL
24 HINGE TO DOOR SCREW 19 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL
25 HINGE TO BUCK SCREW 110 X 2.0 PFHWS (1 REQUIRED EACH HINGE) STEEL
26 STRIKE PLATE SCREW f8 X 2.0" PFHWS (2 REQUIRED EACH STRIKE PLATE) STEEL
27 JAMB TO BUCK SCREW IS X 2.5" PFH SMS STEEL
28 2X BUCK WOOD
29 SEALANT
30 MAX. 1/4" SHIM WOOD
31 MASONRY CONCRETE
32 3/16" x 2-3/4" TAPCON STEEL
33 3/16" x 2-114" TAPCON STEEL
34 LITE FRAME SCREW #8 X 1-1/2" SELF THREADING STEEL
35 LITE FRAME - ASS
36 1" INSULATED GLASS — 1/8" TEMPERED — AIR — 1/8" TEMPERED GLASS
37 9 X 5/8" SCREW (3 REQUIRED EACH HINGE TO FRAME) STEEL
I— 4.563"
cn
7 f n
0
2 3 4
SIDE & HEAD JAMBS
MATERIAL: FJ PINE
5.625"
in
r
I
OIN —SWING THRESHOLD
MATERIAL: ALUM. W/COMPOSITE SUBSTRATE
4.563"
O
OOUT —SWING THRESHOLD
MATERIAL: ALUM. W/COMPOSITE SUBSTRATE
SCREW PLUG
LITE FRAME, —,,,,SELF —THREADING SCREW
INTERIOR
250" THICK SWIGGLE (TRUSEAL)
TEMPERED GLASS .125" THICK
HOT MELT ADHESIVE
LITE FRAME, 0.5' EXTERIOR
GLASS BITE
TEMPERED GLASS .125" THICK
HOT MELT GLAZING COMPOUND
36 GLAZING DETAIL
1" INSULATED GIASS
M
N.T.S.
BY: EW
B.. WWH
NO NO.:
FL-4B 7
5 of 5
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