HomeMy WebLinkAbout111 Orion Way (2)PLEASE CALL NAN f 407 468-1010 WHEN READY. .Ld
CITY OF SANFORD PERMIT APPLICA ION
�% ��]� � THANKS
Application #: � — `� " j� r Submittal Date:
Job Address: �rr or i ony V Ck' , \f Value of Work: $ ��2• d
Parcel ID: �2 �-lJ ^ �J� .. coop JU� Zoning. Historic District:
Remove & Replace Size for Size 2 daj'rr Square S Footage:
Description of Work: q g :
........................................................................................................................
Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑:, 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 Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential 0: Commercial ❑ Industrial ❑
# of Gas Lines
Plumbing Repair — Residential ❑ Commercial ❑
Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
•• • •S m l�"h� Car f 1 • • • • • • • • • • • • • • • • • • • • • • • •Contractor. LOWE'.S• •HOME• •CENTERS • INC
PropertyOwner-
rJ� Address: 4948 TELLSON; PL
Address:
r
Phone:U'.-L'9'7' �E-mail•
Bonding Company:
Address:
Arch itect/Engineer:
Address:
ORLANDO FL
Phone: State License Number: CGC 15 0 8 4 1 7
Mortgage Lender:
Address:
Phone:
Fax:
Plan .Review Contaet:Person: Nan Holmes Phone4fl7d�__= 106ax: 072962ncn E-mail: EHolmes777@ar)l,.com
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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 1 will notify the owner of the
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State -of Florida
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
Date
Date
UTIL: FD:
Sign
Lien Law, FS 713.
7114,% %
Date
P mt Tactor/ gent' Name
Signature of Notary -State of Florida Date
MY COMMISSION # DD629096
EXPIRE:: February 25, 2011 /
Contractor/ eiai rsvoTnav Persenal}}oion n gild
j
$" e V�
ENG: _ BLDG:
4948 Tellson PL
Orlando, Florida 32812
Bus. 407/370-2872
Fax. 407/352-6309
Limited Power of Attorney
Date. --71 I U I U-1
To: Building Department
From: Peter Anthony Cafaro III
I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for
Lowe's, to be my lawful attorney in fact to act for me and apply to
for a d permit for work to be performed at a
location described as:
(Address of Job)
1 1 0 r io r) Woq .
(Owner of Property) ,
C�Ut r r � e 'S VT)fi�
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely,
Peter Anthony Ca ro
Area Installed Sales Nlfwfager
Primary State Qualifier
CGC 1508417
CCC 1326824
State of Florida County of Orange
The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and
who did not take an oath.
Sworn to and subscribed before me this_Way ofjW ,2007.
No.public
My commission expires
�v a F
bilc $tato Of FlorideA Roneoission DD633831112812011
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
http://www. scpafl.org/web/re_web. sem inole_county_title?parcel=0220305200000... 7/16/2007
DAvw Jo"bClis:.CFrA, ASA
P oltit
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SE3MIIN6gl t7bl7NTY::FL
iT01 E F`IRST;ST
sAN�io:Fi:: ��1t-1468
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 02-20-30-520-00004)580
Number of Buildings: 1
Owner: SMITH CARRIE J
Depreciated Bldg Value: $131,722
Mailing Address: 111 ORION WAY
Depreciated EXFT Value: $1,361
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $28,000
Property Address: 111 ORION WAY SANFORD 32773
Land Value Ag: $0
Subdivision Name: PLACID WOODS PH 1
Just/Market Value: $161,083
Tax District: S1-SANFORD
Assessed Value (SOH): $81,309
Exemptions: 00 -HOMESTEAD (1998)
Exempt Value: $25,000
Dor. 01 -SINGLE FAMILY
Taxable Value: $56,309
Tax Estimator
SALES
2006 VALUE SUMMARY
Deed Date Book Page Amount Vacllmp Qualified
Tax Amount(without SOH): $2,494
QUIT CLAIM DEED 03/2004 05279 1831 $100 Improved No
2006 Tax Bill Amount: $1,069
SPECIAL 09/1997 03304 1811 $82,600 Improved Yes
Save Our Homes (SOH) Savings: $1,425
WARRANTY DEED
2006 Taxable Value: $54,326
WARRANTY DEED 07/1997 03279 1310 $103,500 Vacant No
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Land Unit Land
Frontage Depth
PLATS.,.Pick �W
Method Units Price Value
LOT 58 PLACID WOODS PH 1 PB 51 PGS 23
LOT 0 0 1.000 28,000.00 $28,000
THRU 29
BUILDING INFORMATION
Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost
Num Bit SF SF SF New
1 SINGLE 1997 6 1,158 1,578 1,158 CB/STUCCO $131,722 $137,210
FAMILY FINISH
Appendage 1 Sqft GARAGE FINISHED / 380
Appendage I Sqft OPEN PORCH FINISHED / 40
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed
Porch Finished, Base Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM SCREEN PORCH W/CONC FL 1997 240 $1,361 $2,040
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 JustlMarket value.
http://www. scpafl.org/web/re_web. sem inole_county_title?parcel=0220305200000... 7/16/2007
11657 -smith, carrie-7-13-07-contract (1728x2796x2 tiff)
2007-07-13 10:31 407-430-4069 1657 -INSTALLED SALES P 3/3
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Additional SPSCffkaffons. The Environmental Protection Agency (EPA) has requested that "M
Mat'Is Gib
Lowe's notify installation customers that a lead based paint
hazard may exist In dwellings built^'rex
;
-^-
— �--
prior to 1978./See pamphlet EPA 747-K-99-001 for details.
- :-
Labor
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Work Is to COmmenCe upon reasonable availglbility of Contractor which Is anticipated to be _._. Eflll In date].
Estimated cornpiettion.date is f f1!'In dt'dte].'
NOTICE TO CUSTOMER
All items listed In this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing On this
contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to Installation necessitated
by detective substructures, superstructure, points of attachment, or the moving of fixtures or appliances -to be billed at extra cost to customer.
DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE
REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER-
STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE
ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
WITNESS OUR
—HANDS) AND SEAL(S) BELOW THIS DAY OF _
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OW (Seal)
(Seal) _-. ....__ (Seal)
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11657 -smith, carrie-7-13-07 (1728x218Ox2 tiff)
ZUU7-UT-13 'IU:ZB 407-430-4069 '105T-1NSIALLtU NALt, V -1/3
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SSZR135A LOWE'S HOME CENTERS,, INC. SAF 1657
PAGE: 1 DATE: 07/13/07 3780 ORLANDO DRIVE
SANFORD FL
ORDERED FOR: CARRIE SMITH PHONR: (407)430-4060
ADDRESS: 111 ORION WAY
SANFORD FL 32773 PHONE: (3 21 ii -11.05
VENDOR NAME: HOLMES, NAN CONTACT:
ADDRESS: ATT PHONE; (407)468-1010
ORLANDO FL 32818 FAX: (447)296-2960
PROJECT: 209443123 PERMIT FOR 2 PATIO DOORS
LOWES PO: 41231985 LOWES INVOICE: 73201 ASSOCIATE: FARAH PAZIENZA
EST DELIVERY: 07/12/07 AR NUMBER:
(QTY ITEM ITEM DESCRIPTION BIN VEND PART# COST EXT. -COST
-----------------------------------------___------------------------------------
1 147142 PERMIT FOR 2 PATIO DOORS PERMIT 100.00 100.00
FREIGHT $ 0.00
TOTAL $ 100.00
-1( S C,
MIAMI -
BUILDING
IAMI•BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
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
Jeld-Wen, Inc.
31725 Highway 97 North
Chiloquin. OR 97624
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 AHJ (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 "Jeld-Wen® Steel" W/E Outswing Glazed Insulated Steel Door w & w/o Sidelites
APPROVAL DOCUMENT: Drawing No. S-2105, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to
8'4 x 6'8 Outswing", sheets 1 through 8 of 8, dated 12/13/01 with revision #2 dated 10/22/02, prepared by R.W.
Building Consultants Inc,, 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 pennanent 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 revises NOA # 01-1224.03 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02-1216.09
Expiration Date: August 15, 2007
,r Approval Date: January 30, 2003
Page 1
a
JELD-WEN® Steel
WOOD EDGE GLAZED INSULATED STEEL DOER
OUTSWING 6-8 UNITS W1 & W/OUT SIDELITES
/ GENERAL NOTES
I. THIS PRODUCT IS DESIGNED TO COMPLY WITH 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 MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1,
5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "H1GI
HIGH VELOCITY HURRICANE ZONES" SEE DESIGN PRESSURE
CHART BELOW.
5. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL
PROTECTION PRESCRIBED IN SECTION 1626.1 OF THE
FLORIDA BUILDING CODE.
RESIDENTIAL INSULATED STEEL DOOR
(Common to all frame conditions)
Galvanized steel A-525 commercial quality - AKDO per ASTM 620
with yield strength Fy(ove.)=47,575 psi.
Face sheets: 24 go. (0.021") minimum thickness,
Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density
by Jeld-Wen, Inc.
Panel Construction & Glazing: The active and inactive panels ore
constructed from 24GA. (0.021" min.) galvanized steel. The face
sheet top and bottoms are bent 90' over the top and bottom rails
The top rail consists of LVL measuring 1.67" x 1.042". The bottom
roil is roll formed 0.021" galvanized steel measuring 1.67" x 1.21
The sides of the face sheet are roll formed into the LVL latch stila
and Ponderosa Pine hinge stile which measure 1.67" x 1.0". The
interior cavity is filled with polystyrene. The face sheet is clued to
the polystyrene. The panels are routed to receive the ODL or Trinity
lite frames. The units are glazed with .125" tempered gloss. The
lite frames are wet glazed on the exterior.
Sash Construction & glozinq� The sash is constructed from 24GA.
.021" min.) galvanized steel. The edges of the face sheet are bent
90' over the polystyrene core and and glued to it. The sashes are
routed to receive the COL. or Trinity lite frames. The units are
glazed with .125" tempered gloss. The lite frames are wet glazed
on the exterior.
-rome Construction: The frames are constructed from Ponderosa
Pine jambs measuring 4.563" x 1.25". The head jambs are
mortised and butt joined to the side jambs and attached with (3)
16GA. 2" x 7/16' crown wire staples. The units use a bump face
threshold measuring 4.041" x 1.0". The threshold is attached to the
frame with (3) 16GA. 2" x 7/16" crown wire staples.
TABLE OF CONTENTS
SHEET DESCRIPTION
1 GENERAL NOTES AND NPI ELEVATIONS
2 SECTIONS F MATERIAL
3 & 4 HORIZONTAL CROSS SECTIONS & NOTES
5 & 6 ANCHORING LOCATIONS AI
7 GLAZING AILS
d UNIT COMPONENTS
74.5" OVERALL MAX. FRAME WIDTH 70" OVERALL
36.625" MAXMAX. FRAME WIDTH . 15.5" MAX.
PANEL WIDTH 36" MAX. FRAME WIDTH
W/ASTRAGAL PANEL WIDTH 14„ MAX 36" MAX. _I
PANEL WIDTH -ll 14" MAX.
PANEL WIDTH Q C PANEL WIDTH
I
7
GJ = !21.125" 21.125" 21.125" _
= MAX. MAX. MAX. C?
-I D.L.O.
WIDTH WIDTH WIDTH
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ALL UNITS ARE VIEWED HIL{
1 FROM INTERIOR 1 2 SINGLE W/SIDELITES
2 OUTSWING UNIT
107" OVERALL MAX. FRAME WIDTH 15.5" MAX.
36.625" MAX.
PANEL WIDTH 36" MAX.�.{ FRAME WIDTH
14" MAX. W/ASTRAGAL PANEL WIDTH I 14"' MAX.
PANEL WIDTH Q p PANEL WIDTH
4
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SINGLE 1 DOUBLE W/SOELITE
1S
OUTSWING UNIT 2 SEE DETAIL "A' OUTSWING UNIT
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION REQUIREMENT IS NEEDED
ALL UNITS WITH WINDJAMBER II WITH IMPERIAL
WITH & WITHOUT SIDELITES ASTRAGAL ASTRAGAL
SINGLE & OOUBLE WITHOUT SURFACE BOLTS +50.Opsf-50.Opsf
DOUBLE WITH SURFACE BOLTS ACTNF_ DOOR +65.Opsf-65.Opsf +50.0psf-50.Opsf
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813.659.9197
12/13/
NTS
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127.125
MAX.
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SINGLE 1 DOUBLE W/SOELITE
1S
OUTSWING UNIT 2 SEE DETAIL "A' OUTSWING UNIT
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION REQUIREMENT IS NEEDED
ALL UNITS WITH WINDJAMBER II WITH IMPERIAL
WITH & WITHOUT SIDELITES ASTRAGAL ASTRAGAL
SINGLE & OOUBLE WITHOUT SURFACE BOLTS +50.Opsf-50.Opsf
DOUBLE WITH SURFACE BOLTS ACTNF_ DOOR +65.Opsf-65.Opsf +50.0psf-50.Opsf
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NTS
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S-2105
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2 DOOR PANEL
SEE NOTE
6 SHT. 4
47
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,2_/ SIDELITE SASH
ITEM
DESCRIPTION
MATERIAL
1
DOOR WOOD EDGE 1.75 TFIK. 24GA. 1 MIN.
STEEL
2
HEAD JAMB (I 1/4 x 4 9/16 PoNOEROS4 FN4C£R JOINTED PINE)
PINE
3
4 _x4
PI
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BLWK L 114 x 4 9116- ROS4 FINGER JOINTMPFNE_
IN
7---4—x
4 UTT HINGE 12 o. .097 HALER
STEEL
6
#9 X 1 PFH WOOD SCREW HINGE TO DOOR
STEEL
DOOR LATCH LVL SIDE STILE 1.67 x 1
LVL
8
DOOR PANEL BOTTOM RUL 1.13 x 1.21 —x021 THK. MIN. 24GA
STEEL
9
OUTSWNG BUMPER THRESHOLD ,050' EXTRUDED ALUM.
ALUM.
10
COMPRESSION WEATH IP SCHLEGEL O-LON ODS 650
FOAM
11
DOOR PANEL WOOD RAIL 1.67 x I
70P
LVL
12
1 4' x 1 3/8" WOOD MULLION CAP
WOOD
13
DOOR HINGE WOOD SIDE STILE 1.67 x 1
WOOD
14
#10 z 1 3/4" PFH WOOD SCREW
STEEL
15
WOOD LOCK BLOCK 1.71 x 4.0 x 12.0
WOOD
16
16GA BRAD TRIM NAIL I- L.
STEEL
17
EXPANDED POLYSTYRENE 1.0 10 1.25 Ib. DENsiryj SY JE1D-WEN
FOAM
18
NOT USED
-
19
2x WOOD SUB BUCK
WOOD
20
SHIM MATERIAL .25 MAX, THK.)-
21
KWIKSET 400 SERIES KNOB
-
22
KWIKSET TITAN 700 SERIES DEADBOLT
-
23
GLAZING COMPOUND DOW 1199 SILICONE
SILICONE
24
8 x 2" PHILL. FLATHEAD WOOD SCREW
STEEL
25
# 8 x 2 1/2" PHILL. FLATHEAD WOOD SCREW
STEEL
26
ASTRAGAL EXTRUDED ALUM. WR68J AY/N6d"gli/7 //
ALUM.
27
NOT USED
-
28
IVES SURFACE BOLT 454 8.0 L. x .25 THK. STEEL
-
29
SILICONE CAULK CR LAWRENCE 33C
SILICONE
30
GLAZING COMPOUND (OSD BY ODL
SILICONE
31
18 r i PHILLIPS PANHE40 WOOD SCREW ASTRAGAL WR68J TO DOOR
STEEL
32
8" x 3 S" 1/4" ROUND SIDELITE STOP
WOOD
33
1 4-20 SEX BOL4-20 FEMALE END x 1 314" L
STEEL
34
SGHLAGE KNOB SET F51
-
35 SCHLAGE OEADBOL7 &&360
-
36
NOT USED
-
37
1 8" TEMPERED GLASS BY PPG
GLASS
38
LRE FRAME 1 8 GLASS ODL HP POLIPROP. iHERMOFIL-P6-3OFMO39I
POLYPROP.
39 STEEL SIDELITE PANEL 24GA. .021 MIN. STEEL
STEEL
40
8 2 1 1 2 PLASCII LITE FRAME)
EEL
41
1 INSULATED TEMPERED GLASS
-
42
YALE KNOB HERITAGE SERIES
-
43
YALE DEADBOLT HERITAGE SERIES
-
44
LITE FRAME i' GLASS ODL BP POLYPROP. THERMOnL-P6-30FM0391
POLYPROP.
45B
x 2 PHILLIPS FLATHEAD WOOD SCREW
STEEL
46
1 4 x 2 1 2 TAFCON
STE L
47
116CA. BRAD TRIM NAIL 3 4 L
STEEL
48 314' THK. x 4 9116 DEEP PRESSURE TREATED REINFORCEMENT
WOOD
49
OPTIONAL EXTRUDED ALUM. ASTRAGAL .050 WALL IMPERWL
ALUM.
50
LATCH JAMB I 14 x 4 9 16' PONDEROSA FINGER JOINTED PINE
PINE
51
10 z 1 PHILLIPS FLATHEAD WOOD SCREW
STEEL
52
#10 z 2 PHILLIPS FLATHEAD WOOD SCREW
STEEL
53
LITEFRAME BY TRINITY FOR 112" GLASS
POLYPROP
54
1/2" INSULATED TEMP GLASS BY TRINITY/AMPAC
-
55
LITEFRAME BY TRINITY FOR t' GLASS
POLYPROP
56
1" INSULATED TEMP GLASS BY TRINITY/AMPAC
-
57
j LITEFRAME SCREW y6 X 1 1/2 PANHEAD
STEEL
2
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3 SHT. 4 SEE NOTE SEE NOTE �11 HORIZONTAL CROSS SECTION
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NOTES:
1. SPACING FOP. 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE
INACTNE DOOR IS AS FOLLOWS: TOP DOWN; 1.0".3.0" & 5.0". FROM THE BOTTOM UP; 1.0",
3.0 5.0". 20.0" & 38.75".
2. SPACING FOR 110 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE
INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; I.0", 2.5". 4.0", 5.5",
13.0", 18.0" & 26.0".
3. SPACING FOR 18 x 7 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2)
SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN
ON THE SIDES; 3.0", 13.0", 26.0". 39.0". 52.0" & 63.0".
4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE
SIDELITE 15 AS FOLLOWS, TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1)
MORE NAIL IN THE MIDDLE SIDES; 1.25" FROM EACH END & SIX MOPE EQUALLY SPACED ON
THE FIELD.
5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 112'
PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT
THE MULLION USE #8 x 2.'" PFH WOOD SCREW.
6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS
AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED. A
TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION.
7. THE SIDELITE 15 SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE
SIDES & 318" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L.
8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE j70 x 2" PFH WOOD
SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE
110 x 1 3/4" PFH WOOD SCREW.
9, THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED P,EINFOECEMENT WITH ITEM ,,+1'15 A
I` TRIM NAIL SPACED A MAX. OF 12" ON CENTER.
10, SPACING FOR ITEM 157 THE 16 X 1 1/2" PANHEAD SCREW ON THE DOOR LITE FRAME IS AS FOLLOWS:
FROM THE TOP DOWN ON THE SIDES (8) AT 3.25 70.625",, 18.0625, 25.4375", 32.8125
40A875", 47.625", 55" & 62.375". .AT THE TOP & BOTTOM FROM RIGHT TO LEFT (3) AT 3.25".
11.875" & 20.5. THE SCREW SPACING FOR THE SIDELITES IS AS FOLLOWS: FROM THE TOP DOWN
ON THE SIDES: (5) AT 3.25". 18.0625". 32.8125 4.5525' & 6-1.625 , THE TOP & BOTTOM (1)
SCREW AT 4.4375",
SEE NOTE
9 SHT. 4
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3 SHT. 4 6 SHT. 4
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NOTES:
1. SPACING FOP. 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE
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3.0 5.0". 20.0" & 38.75".
2. SPACING FOR 110 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE
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3. SPACING FOR 18 x 7 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2)
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4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE
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MORE NAIL IN THE MIDDLE SIDES; 1.25" FROM EACH END & SIX MOPE EQUALLY SPACED ON
THE FIELD.
5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 112'
PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT
THE MULLION USE #8 x 2.'" PFH WOOD SCREW.
6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS
AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED. A
TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION.
7. THE SIDELITE 15 SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE
SIDES & 318" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L.
8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE j70 x 2" PFH WOOD
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110 x 1 3/4" PFH WOOD SCREW.
9, THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED P,EINFOECEMENT WITH ITEM ,,+1'15 A
I` TRIM NAIL SPACED A MAX. OF 12" ON CENTER.
10, SPACING FOR ITEM 157 THE 16 X 1 1/2" PANHEAD SCREW ON THE DOOR LITE FRAME IS AS FOLLOWS:
FROM THE TOP DOWN ON THE SIDES (8) AT 3.25 70.625",, 18.0625, 25.4375", 32.8125
40A875", 47.625", 55" & 62.375". .AT THE TOP & BOTTOM FROM RIGHT TO LEFT (3) AT 3.25".
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SCREW AT 4.4375",
SEE NOTE
9 SHT. 4
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Product Approval
111/28/2005
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-'USER- P Lli l,'>er
Category
i
Subcategory
Swinging Exterior Door Assemblies
Compliance Method
Certification Mark or Listing
Certification Agency
Miami -Dade BCCO - CEP.
FL =
FL539-R1
Other: This product meets rquirements,
Application Type
Revision
P P! _I_P'!_ n1-
Code Version
21104
determined by ASCE 7. Installation of this-
Application Status
Approved
G''- . _ '�pdf
Comments
P `D_ 5;9_F.1_ -_Ir'
Section R301.2. Maximum Design Pressure
Archived
Rating is ±47 psf. See attached NOA 02-
P1In t— —
Product Manufacturer
JELD-`,VEN
Address/Phone/Email
31725 Hv,v, 97 N.
Chiloquin, OR 97624
(541) 733-2057 ext 231
stevestrj,jeld-wen.com
Authorized Signature Steve Straws
stevestraleld-wen.com
Technical Representative
03/05/2005
Addre=_=_,Phone/ Email
11/18/2005
Quality Assurance Representative
111/28/2005
Address/Phone/Email
12/06/2005
Category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compliance Method
Certification Mark or Listing
Certification Agency
Miami -Dade BCCO - CEP.
Referenced Standard and Year (of Standard
Standard) TAS201
TAS202
TAS203
Equivalence of P. oduct Standards
Certified By
Section, from the Code R301.2
R30i.2
R301.2
Product Approval Method Method 1 Option A
Date Submitted
03/05/2005
Date Validated
11/18/2005
Date Pending FBC Approval
111/28/2005
Date Approved
12/06/2005
Date Revised
06/06/2007
Summary of Products
Installation Instructior
Go to Page `cS'
PTI F:
FL #
Model, Number or Name Description
539.1
JIFusion-crafted Wood
IS, £-4x8-0, Full Lite, OX;
Composite
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
PTI F:
Impact Resistant:1
�.pdt
,iIL:'
Design Pressure: +/-
_ _ P-". L
Other: This product meets rquirements,
. _
__C'..p0if
adhering to the Florida Building Code, including
P P! _I_P'!_ n1-
HVHZ, where, pressure requirements are
ii.odf
determined by ASCE 7. Installation of this-
T _ t _
1L� f -u: t
system in Windborne Debris zones requires
G''- . _ '�pdf
impact resistance covering that complies to
P `D_ 5;9_F.1_ -_Ir'
Section R301.2. Maximum Design Pressure
�-'C-I.„1.pdf
Rating is ±47 psf. See attached NOA 02-
P1In t— —
0130.08.
C; 7. _.pdf
P"D 39 P! I 61rrl.
0`0 paf
PT
r,109.pdf
P 111' 53- P Ii'"":.f :al's E
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Florida Building Code Online
Page 5 of 10
Other: This product meets rquirements_,
ladhering to the Florida Building Code, including
!HVHZ, where, pressure requirements are
determined by ASCE 7. Installation of this
system in Windborne Debris zones requires
8-4x6-8, Op. vv/SL, C
impact resistance covering that complies to
Section R301.2. Maximum Design Pressure
Certification Agency Ce
Rating is ±55 psf. See attached NOA 02-0130.09'
Installation Instructior
Approved for use outside HVHZ:
Verified By:
1539.5 Fusion -crafted Wood
[Composite
OS, 3-4x8-0, Full Lite, OX
Design Pressure: +/-
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
iStc-el, Stee! Edge in Metal
Design Pressure: I/ -
Other: This product meets rquirements_,
I
adhering to the Florida Building Code, including
Certification Agency Ce
HVHZ, vahere, pressure requirements are
Installation Instructior
determined by ASCE 7. Installation of this
Verified By:
system in Windborne Debris zones requires
impact resistance covering that complies to
Section R3012. Maximum Design Pressure
Rating is +47 psf. See attached NOF, 02-0130.04
539.6
Fusion -crafted Wood
IS, 8-4x6-3, Op- v,/SL, O:
Composite
Limits of Use (See Otheri
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
el, Steel Edge in Metal
F
Design Pressure: +/-
IS, 3-0x7-0, Opaque, X, F
Other: This product meets rquirements,
adhering to the Florida Buildino Code, includino
Limits of Use (See Other)
HVHZ, where, pressure requirements are
Approved for use in HVHZ:
determined by ASCE 7. Installation of this
Approved for use outside HVHZ:
system in Windborne Debris zones requires
Impact Resistant:
impact resistance covering that complies to
Design Pressure: +/-
Section R301.2. Maximum Design Pressure
Other: This product meets rquirements,
Rating is =65 psf. See attached NOA 02-0130.11
adhering to the Florida Building Code, including
539.7
Fusion -crafted Wood �OS,
3-4x6-8, Full Lite, OX
determined by ASCE 7. This system meets the
Composite
requirments for large missile impact in
Limits of Use (See Other)
'Certification Agency Ce
Approved for use in HVHZ:
:Installation Instructior
Approved for use outside HVHZ:
i Verified By:
Impact Resistant:
Design Pressure: +/-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, where, pressure requirements are
determined by ASCE 7. Installation of this
system in \A/indborne Debris zones requires
Florida Building Code Online
Page 6 of 10
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqutaA6Az .. 6/26/2007 http://wwwv floiidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDqutaA6Az... 6/26/2007
jj�,,,,ipact resistance covering that complies to
Section R301.2. Maximum Design Pressure
Rating is =55 psf. See attached NOA 02-0130.05
539.3 Fusion -crafted :food
8-4x6-8, Op. vv/SL, C
�OS,
Composite
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, where, pressure requirement=_ are
determined by ASCE 7. Installation of this
system in Windborne Debris zones requires
impact resistance covering that complies to
Section R301.2. Maximum Design Pressure
Rating is ±65 psi. See attached NOA 02-
0130.07.
539.9
iStc-el, Stee! Edge in Metal
IS, 3-0x7-0, Opaque, X., I
Fra
I
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +%-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, where, pressure requirements are
determined by ASCE 7. This system meets the
requirments for large missile impact in
compliance to Section 8301.2 of the Florida
Building Code. Maximum Design Pressure Rating
is +80/-85 psf. See attached NOA 01-0122.12
539.10
el, Steel Edge in Metal
F
IS, 3-0x7-0, Opaque, X, F
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified Bv:
Impact Resistant:
Design Pressure: +/-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, where, pressure requirements are
determined by ASCE 7. This system meets the
requirments for large missile impact in
compliance to Section R301.2 of the Florida
Building Code. Maximum Design Pressure Rating
11lis f 70 psf. See attached NOA 01-0122.10
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqutaA6Az .. 6/26/2007 http://wwwv floiidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDqutaA6Az... 6/26/2007
la
Florida Building Code Online
Page 9 of 10
HVHZ, where, pressure requirements are
determined by ASCE 7. Installation of this
system in Windborne Debris zones requires
impact resistance covering that complies to
Section R301.2. Maximum Design Pressure
Rating is -43 psf. See attached NOA. 02-0109.02'
59.18
Steel, Steel Edge in Wood
IS, 0x6-8, Opaque, X
�Fram
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, where, pressure requirements are
determined by ASCE 7. This _system meets the
requirments for large missile impact in
compliance to Section 8.301.2 of the Florida
Building Code. Maximum Design Pressure Rating
is t 80 psf. See attached NOA 02-1211.11
539.19
Steel, Steel Edge in V•iood
OS, 3-0x8-0, Opaque, X
Fram
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, ,vinere, pressure requirements are
determined by ASCE 7. This _system meets the
requirments for large missile impact in
compliance to Section R301.2 of the Florida
Building Cede. Maximum Design Pressure Rating
is +61/-65 psf. See attached NOA 02-1211.13
539.20
Steel, Steel Edge in Wood
OS, 3-0x6-8, Opaque, X
Fra m
Limits of Use (See Other)
Certification Agency Ce
Approved for use in HVHZ:
Installation Instructior
Approved for use outside HVHZ:
Verified By:
Impact Resistant:
Design Pressure: +/-
Other: This product meets rquirements,
adhering to the Florida Building Code, including
HVHZ, where, pressure requirements are
determined by ASCE 7. This system meets the
requirments for large missile impact in
compliance to Section R301.2 of the Florida
Building Code. Maximum Design Pressure Rating
http:l/www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqutaA6Az... 6/26/2007
Florida Building Code Online
llJis t 80 psf. See attached NOA 02-1211.13 IL
Go to Page
Page 10 of 10
FCA A --t`.at—
Department of Community Affairs
Florida Building Code Online
Codes and Standards
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Product Approval Accepts:
ni= CC
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