HomeMy WebLinkAbout228 Loch Low DrPLEASE CALL NAN @ 407. 468-1010 WHEN READY.., .THANKS
CITY OF SANFORD PERMIT APPLICATION
Permit # :_Cl(O " - Date: C I I I Gip
l
Job Address: 2 22g Loch Low Or-
Description of Work: Rten & REPLACE rear ji o e R.
i •
CEIVED EPHistoric
District: Zoning: Value of Work: S l-1 :Z •u S E P 1 12006 Permit
Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service - # of AMPS Addition/Alleration 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 # of Gras Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy
Type: Residential Commercial Industrial Total Square Footage: Construction
Type: 11 of Stories: # of Dwelling Units: Flood Zone. (FEMA form required for other than X) 1I
Parcel
tt: 10 — ZO —Zo G JCN 'Ot-fd Q --O OLDO Attach Proof of Ownership & Legal Description) Owners
Name & Address: LAM fIr M 1 laSd rfle Phone -
U 1 Tt Contractor
Name& Address: LOWE' S Peter Anothy CafaroI I I 4948 Tell son Place . ORIANDO
FL 32822 5tcie.l.tctme Nstnber CGC 1508417 A07Phone6
Fax: -4 —
2 407-327-0910 CootaaPersod. MINDY HOLMES Phone: 468-1011 Bonding
Company: NA Address:
Mortgage
Lender: NA Address:
Architect/
Engineer. N.A. Phone: Address:
Fax: Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that. no worst 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: 1 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 1 will notify the owner of the property of the mqui ' ;id2z' n w, FS 713. A"'
Signature
of Owner/Agent Date Signature of rmactor/Agent bate Print
Owner/Agent's Name t Contra or/ is Name Signature
of Notary -State of Florida Date Signature of Noury State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
ID 2
APPLICATIONAPPROVED
BY: Bldg: Zoning: _ Initial
do le) Special
Conditions: Contractor/
Agent is K-w-_Ioor Produced
ID Initial &
Date) Utilities:
FD: Initial
dt Date) (Initial d: Date)
Improving Home Imprommei
4948 Tellson PL
Orlando, Florida 32812
Bus. 407/370-2872
Fax. 407/352-6309
Limited Power of Attorney
Date: q I I I mo
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
CU fora r permit for work to be performed at a
location described as:
Address of Job) 2.q2 Loch LLW of .
Owner of Property) LA/hde, i Lt
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely,
Peter Anthony Cafaro Cj
Area Installed Sales Manager
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 day of ,2006.
N01M Pubk Stale of Florida
806
i :
MMV Cq mmW DD387n.
Exoaes01118l2009
My commission expires
Seminole County Property Appraiser Get Information by Parcel Number Pagp 1 of 1
PAJRe. 1 + 'TAI .
DAVID JomnsoN; CFA, ASA
PROPERTY
APPRAI5ER
SMINOLE COUNTY F _
1 TOr'E.FIRST 3T
9AKFCMD; FL32771.1466
407-685-756 2006
WORKING VALUE SUMMARY GENERAL
Value
Method: Market Number
of Buildings: 1 Parcel
Id: 10-20-30-5CU-OH00-0060 Depreciated
Bldg Value: $99,440 Owner.
WHITE MELVIN R & RUTH N Depreciated
EXFT Value: $0 Mailing
Address: 228 LOCH LOW DR Land
Value (Market): $26,600 CIty,
State,ZipCode: SANFORD FL 32773 Land
Value Ag: $0 Property
Address: 228 LOCH LOW DR SANFORD 32773 Just/Market Value: $126,040 Subdivision
Name: HIDDEN LAKE UNIT 1-D Assessed
Value (SOH): $67,057 Tax
District: S1-SANFORD Exempt
Value: $25,000 Exemptions:
00-HOMESTEAD Taxable
Value: $42,057 Dor:
01-SINGLE FAMILY Tax
Estimator 2006
Notice of Proposed Property Tax SALES
2005 VALUE SUMMARY Deed
Date Book Page Amount Vacllmp Qualified Tax Value(without SOH): $1,447 WARRANTY
DEED 11/1985 01697 1974 $54,900 Improved Yes 2005 Tax Bill Amount: $800 WARRANTY
DEED 10/1980 01306 0026 $45,000 Improved Yes Save Our Homes (SOH) Savings: $647 WARRANTY
DEED 02/1980 01267 0878 $44,200 Improved Yes 2005 Taxable Value: $40,104 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 6 BLK H HIDDEN LAKE UNIT 1-D LOT
0 0 1.000 26,600.00 $26,600 PB 17 PG 58 BUILDING
INFORMATION Bid
Old
Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num
1
SINGLE NC $99,440 $111,106 198061,154 1,478 1,154 FAMILY
BLOOCK Appendage /
Sgft GARAGE FINISHED / 324 NOTE:
Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch
Finished Base Semi Finshed 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/pistweb/re web.seminole_county_title?parcel=l020305CUGHO... 9/9/2006
11657-white, mike-9-11-06 (1728x2794)c2 tiff) [2)
LUUb-Uy-uts —Tm 4U(-4JU-4U6Y--Ib7(-iNbIALLtU SALtS N L/J
This is a Contract between Lowe's (as defined in the Terms and Conditions) ('Lowa's'), and the abova-named Customer far the installation of goods at the
Cuslomses residential premises (the'Prernises") at the following installation address:
M qq 5TY 6TATE ZIP
t,a
ti ? . sa rUr1 C.) -C l r a 1A ,3 Lowe'
s to arrange normal installation of the following door(s): Exterior
4,- Interior . Prehung Unit ,...—Slab _ For
warranty to be valid - y /
Item
Number ' Rk& LH customer must finish frame and
all six (6) sides of door Door(
s) Size )6 36 x 80 32k80 Other Size Immediately (within 5 days) Item
Number It" Z / L 3 RH LH R after
Installation. Door(
s) Size 36 x 80 32x80 L] Other Size Customer Initials ._ Delivery
of Door Yes No L] (check one) Haul
away of any debris related to installation: Yes L_] No (check one) Basic
Installation includes the following: Normal
Installation of door in same size square opening in good condition Nngtallation
of hardware with pre -bored door Reinstallation
of present casing or customer provided now rasing Clean-
up of job -site Basic
Installation does not Include the following: rReframing
or alterations to existing structure or carpentry work resulting from old or damaged structure Any
reinstallation of Burglar Alarms Any
painting or staining or finishing of new door unit Rekimllatlon
of Screen or Storm or Security Door Reinstallation
of vinyl or aluminum covering on exterior molding With
the exception of Burglar Alarms and finishing, any of the above labor items can be contracted at an additional cost and must be specifically
fisted in the additional specifications block on this contract. g
SSiy Addfflonal
SpecNkaffons: The ErnlronmenW Protection Agency (EPA) has requested that marts Lowe'
s notify Installatice 'I re that a lead based point hrnfard may exist In dwetiings built Tax to1978.
See EPA 747-K-99-M for dstalls_ tabor p priorpamphlett-)
c c,, _ 1 r• l ;. Ll t t Tax U0 ti,
4 jd 5Tv,zIn t -
wows appaosbb beam iste•.afar clr.
ct Ippi te< realdMtorts. wol
t Is to commence upon reasonable avanabillty of Contractor which Is anticipated to be __ [fill in date]. Estimated
completion date Is [fill in datel NOTICE
TO CUSTOMER All
hems listed in this contract and specification st{eet(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 substryctures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by
defective substructures, superstructure, points of arkuhmaml, or the moving of fixtures or appliances to be billed at extra Cost to customer. DO
NOT SIG NTHIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THETERMS AND CONDITIONS CONTAINEDON 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 HAND(S) AND SEAL(S) BELOW THIS pAY OF Seel)
WITNESS / Owner
Seal)
pocklilist
or Above use 1:'
l''%ri?i'aa"xira0"!ifsF ny= FILE
COPY
11657-white, mike-9-11-06 (1728)Q182x2 tiff)
y-U 17:4L-4U7=43U=4Ub`/ 7bW -1N51ALLLD BALLS
SSZR135A LOWE'S HOME CENTERS, INC. SAF 1657
PAGE; 1 DATE: 09/08/06 3780 ORLANDO DRIVE
SANFORD FL
ORDW'ED FOR: IMITE, MIKE (407)430-4060
ADDRESS: 228 LOCH LOW DRIVE
SANFORD \000 32773 PHONE: (407)617-3432
VENVOR NAME: HOLMES, NAN CONTACT:
ADDRESS: A'PT' PHONE: (407)468-1.010
ORLANDO FL 32818 FAX: (407)296-2960
PROJECT: 166480183 PERMIT FEE
LOWES PO: 25823088 LOWES INVOICE: 85538 ASSOCIATE: JUSTIN PORTA
EST DELIVERY: 09/09/06 AR NUMBER:
QTY I'-EM ITEM DESCRIPTION B1N VEND PART# COST EXT COST
1 147142 PERMIT FEE PERMIT FEE
J
A
N I/.5
SIDE-HINGED WOOD -EDGE STEEL DOOR UNIT
6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED
2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED
3.. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84
4 PLASTICS TESTING OF LITE FRAME MATERIAL'
SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F
RATE OF BURNING ASTM D635 1.10 IN MIN
SMOKE DENSITY ASTM D2843 69.6%
TENSILE STRENGTH- ASTM D638 7.48% DIFF
irtGwb n Hr ICrt WCAInpKINV
4500 HOURS XENON ARC METHOD 1
Lu U -u lu -E,l I ED D
149' MAX OVERALL FRAME WIDTH
42 1 " MAX 36.375" MAX,
D.L.0 - PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH
o
N
x
W J U
z
c
SINGLE DOOR UNl7 DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET #1 DESCRIPTION
l TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS & DETAILS
SINGLE DOOR UNIT SINGLE DOOR UNIT
WITH SIDELITE WITH SIDELITE
DOUBLE INSWING UNIT W/SIDELITES
SINGLE DOOR UNIT WASIDELITES DOUBLE DOOR UNIT W/SIDE ITES
DESIGN PRESSURE RATING
WHERE WATER
INFIIn
MANCE IS
REQUIRED TO BE 1RESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING INGX37.5 50.5 -50.5 50.5 -50.5 19.0 -19.0-50.5XX7a50.5 -50.5 50.5 -50.5 19.0 -19.0 50.5OxorXO75" 50.5 -50.5 50.5 -50.5 19.0 --50.5Ox0112.5 50.5 -50.5 505 -50.5 19.1 -t90 50.5OxXO1a9' 50.5 -505-50.5
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SCALE: N. T. S.
owG. aY: SwS
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OWG-MA-FLO130-05
SHEET 1 a 3
1%.
3"
SEE DETAI
c"
3"
0
o
as SEE DETAIL
N ..D"
a G
0w
w
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F"
8 x 2-7/2" #
70 x 2" #
8 x 2-1/2"
10 x 3/4"
8 x 2-1/2" #10 x 1-7/4"
10 x 3/4" E 5 110x3/4"
10 x 2" DETAIL "E" ASTRAGAL
DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT
DETAIL "D" STRIKE PLATE TO FRAME
AS SHOWN,
Abde77duntoWM
1170.962", ; /
i 375"
T T
INSWING THRESHOLD OUTSWING THRESHOLD
EE DETAIL
C"
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DOW 99'
OR EOUAL
N6 z 1-1/2" PNS
f//
0
z
x
DATE: 7/ 1 1 /OS
N.7.5. SCALE:
O.G. BY: $W$
OR EQUAL ":yA :;. CHK. BY:
EXTERIO INT RIOR DRAWING NO.
TYPICAL GLAZING DETAIL DWG-An-FLOI SO-05
SHEET 2 Of 3
I
r—
SEE DETAIL
C" SHT. 2
3"
JFTASEE
D"
3"
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY HAROLD E. RUPP, PE
FLORIDA #15935) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
so"`, ' SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR —
MAX
LOCATION.
MIN
0.25
SHIM
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL_
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL
ANCHOR INSTALLATIONTRANSFERLOADSTOSTRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
HARDWARE SCHEDULE
L1.
KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2"' CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES
CL o
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DATE: 7/1 1/05
SCALE: N.T.S.
DWG. BY: SINS
CHK. BY:
DRAWING N0.'
DWG-MA-FL0130-05
SHEET 3 OF 3
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
00
GENERAL NOTES
1 EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3., POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4 PLASTICS TESTING OF LITE FRAME MATERIAL'.
TFCT DFCr'RIPTmN r)FCIr:NATIr1N PFCI II T
SELF IGNITION TEMP ASTM 01929 680 'F > 650 "F
RATE OF BURNING ASTM D635 1.10 IN/MIN
SMOKE DENSITY ASTM D2B43 69.6%
TENSILE STRENGTH' ASTM 0638 7.48% DIFF
LUMV KAIIVt ILNWLt JIKLNVIH Ah ILK WtAIHLKINU
4500 HOURS XENON ARC METHOD 1
a
SINGLE DOOR UNIT DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET # DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS & DETAILS
SINGLE DOOR UNIT
WITH SIDELITE
149- MAX. OVERALL FRAME WIDTH
2 1 " MAX 36.375" MAX.
D. L 0 PANEL WIDTH -- MAX.
FRAMEWIDTHW/ASTRAGAL (
P
xU
2 x
O
J
W rn O
k
SINGLE DOOR UNIT
WITH SIDELITE
DOUBLE INSWING UNIT W/SIDELITES
SINGLE DOOR UNIT WJSIDELITES
0
a
xU
x
w
a
3
Btld[IRIoNWItl
04f111Cahm N0.: /
iif1YIBNiQ
U818 Kwo I
DOUBLE DOOR UNIT W/SIDELITES
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING
X 37.5 40.0 -45.0 45.0 -40.0 19.0 -19.0 45.0 -4-0.0
XX 74 40.0 -45.0 45.0 -40.0 19.0 -19.0 45.0 -40.0
OX or XO 75' 40.0 -45.0 45.0 -40.0 19.0 -19,0 45.0 -40.0
OXO 112.5' 40.0 -45.0 a5.0 -40.0 19.0 -19.0 45.0 -40.0
OxXO 149 40.0 -45,0 45.0 -40.0 19.0 - -19.0 45.0 -40.0
1 lal
DATE: 711 1/Of
SCALE: N. T. S.
D.C. BY: SINS
CHK, BY:
DRAWING NO.:
WC-MA-FLO731
SHEET 1 OF
6' SEE DETAIL 6•
E,. 3"333
3"
31
3" EEDE
C" 6'
6'
6" 6" 3.,
II
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6" 3'
6' I
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SEE
DET,
1.D'
SEE DETAIL
C,. 3" ;
o
6' SEE
DETAIL 6• E„ 70
x
2" ASTRAGAL RETAINER BOLT HOLE 8 x
2-1/2MUST BE DRILLED THROUGH 8 x 2-
1/2" #10 x 3/4" THE THRESHOLD & INTO
THE STRUCTURE DEEP ENOUGH
10 x 1-
3/4" FOR A 1.375" THROW 8 x 2-
1/2#10 x 2"" #
10 x 3/
4" DETAIL "F" ASTRAGAL 0 #10 x
3/4" DETAIL "E" ASTRAGAL DOW 995 DETAIL "
C ATTACH
ASTRAGAL RETAINER BOLT Da EQUAL\ STRIKE PLATE TO
FRAME \.. as X 1-1/2" PHS AS SHOWN. DETAIL "
D' I
AW&dmtDMW
0.962" ' s -
1.375'" + CfionNo.:
L.lj / `•'i,. Tp
Rq
1 DOW 9LAL p,• OR EQUAL •y .
y :? INSWING THRESHOLD OUTSWING '
THRESHOLD XT Ri NT Ri R TYPICAL GLAZING DETAIL
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DATE: 7111105
SCALE:
N.T.
S. DWG. BY: SINS
CHK, BY: DRAWING
N0.' DWG-
MA-FLO737-
05 SHEET 2 OF
j
SEE DETA
C" SHT
SEE DETAIL
F" SHT 2
a
DETAIL
SHT. 2
I III
s' s' I II I
3"
Ow
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3I 33.
3„
ATTACHMENT
DETAIL
1. ANCHOR
ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND
SEALED BY HAROLD E. RUPP, PE FLORIDA #15935)
WITH THE LOWEST (LEAST) FASTENER RATING
FROM THE DIFFERENT FASTENERS BEING CONSIDERED
FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS
ANALYZED FOR THIS UNIT INCLUDE 10 WOOD
SCREWS OR 3/16" TAPCONS. A PHYSICAL 50" SHIM MUST
BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN I 0.25" LOCATION. MAX
SHIM 2. THE
WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&
PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-
1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT
OF 1-1/4". TYPICAL 3.
WOOD
BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS
TO STRUCTURE. 4. MINIMUM
DESIGN VALUE STRENGTH OF ANCHORS 171 LBS 6" 6„
1. KWIKSET
OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND
DEADLOCK HARDWARE TO BE INSTALLED AT 10-
1/2" CENTERLINE. 1 a.
KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND
DEADLOCK HARDWARE TO BE INSTALLED AT 5-
1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS
INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (
1) AT TOP AND (1) AT BOTTOM. 2. 4"
X 4" FULL MORTISE BUTT HINGES ter.-inir
DATE: %/ 1
1 /05 SCALE: N.
T.S. DWG. BY:
SWS CHK. BY:
DRAWING NO..:
OWC-MA-
FLO131-05 SHEET 3
OF 3
Florida Building Code Online Page 1 of 5
Log In Hot Topics 3 Submit Surcharge i Stats & Facts Publications l FBC Staff ; BCIS Site Map Lin
Product Approval
USER: Public User
Pro.duct._A.pp.royal. Menu > Productor Application Search > Application List. > Application Detail FL #
FL4904 Application
Type New Code
Version 2004 Application
Status Approved Comments
Archived
Product
Manufacturer Masonite International Address/
Phone/Email One North Dale Mabry g
Suite 950 9
Tampa, FL 33609 615)
441-4258 sschreiber@masonite.
com Authorized
Signature Steve Schreiber sschreiber@masonite.
com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Swinging Exterior Door Assemblies Compliance
Method Certification Mark or Listing Certification
Agency National Accreditation & Management Institute, Referenced
Standard and Year (of Standard_ Standard)
AS.
TM E1300 ASTM
E1300 Year
2002
1998
http://
www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006
i
Florida Building Code Online Page 2 of 5
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
TAS 201 1994
TAS 202 1994
TAS 203 1994
Section 2612 HVHZ PI
Method 1 Option A
07/25/2005
09/27/2005
08/14/2005
10/06/2005
Summary of Products
FL # IlModel, Number or Name Description
4904.1 Wood -edge Steel Side- 6'-8" Opaque I/Sand O/S Single Door
Hinged Door Units
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ:
Impact Resistant:
PTID4904IInstall 68 WE Glazed._pdf __
PTIO_490.4_I_In_s.tall 68 WE.O.paque..pd
Design Pressure: +/- PTID_4904 I_Install 8_0 WE Glazed._pdf
Other: Evaluated for use in locations adhering PTI_D__4.904_I_Install _80 WE Opaq_ue.pd
to the Florida Building Code including the High Verified By:
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 3'-0" x 6'-8" max nominal size.
Max DP = +/- 76.0. When large missile impact
resistance is required, hurricane protective
system is NOT required. See installation drawing
DWG-MA-FLO128-05 for additional information.
4904.2 ::]Wood edge Steel Side- 8'-0" Opaque I/S and O/S Single Door
Hinged Door Units
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 3'-0" x 8'-0" max nominal size.
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Florida Building Code Online Page 3 of 5
Max DP = +/- 70.0. When large missile impact
resistance is required, hurricane protective
system is NOT required. See installation drawing
DWG-MA-FL0129-05 for additional information.
4904.3 Wood -edge Steel Side- 6'-8" Opaque I/S and O/S Door w/ or w,
Hinged Door Units Sidelites
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal
size. Max DP = +/- 55.0. When large missile
impact resistance is required, hurricane
protective system is NOT required on opaque
panels, but is required on glazed panels. See
installation drawing DWG-MA-FL0128-05 for
additional information.
4904.4 Wood -edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit,
Hinged Door Units
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
Velocity Hurricane Zone, and where pressure
G
requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 12'-0" x 8'-0" max nominal
size. Max DP = + 45.0 / -50.0. When large
missile impact resistance is.required, hurricane
protective system is NOT required on opaque
panels, but is required on glazed panels. See
installation drawing DWG-MA-FL0129-05 for
additional information.
4904.5
Hinged
Wood -edge Steel Side- 8'-0" Opaque O/S w/ or w/o Sidelites
Door Units
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
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Florida Building Code Online Page 4 of 5
E
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
E
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 12'-0" x 8'-0" max nominal
size. Max DP = + 50.0 / -45.0. When large
missile impact resistance is required, hurricane
protective system is NOT required on opaque
panels, but is required on glazed panels. See
installation drawing DWG-MA-FLO129-05 for
additional information.
4904.E Wood -edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or wh
SidelitesHingedDoorUnits
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: Verified By:
i Impact Resistant:
Design Pressure: +/-
f Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
j Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal
size. Max DP = +/- 50.5. When large missile
impact resistance is required, hurricane
protective system is required. See installation
drawing DWG-MA-FL0130-05 for additional
j information.
E
4904.7 Wood -edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelite
Hinged Door Units
Limits of Use (See Other) Certification Agency Certificate
Approved for use in HVHZ: Installation Instructions
E
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
I Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 12'-0" x 8'-0" max nominal
size. Max DP = +40.0 / -45.0. When large
missile impact resistance is required, hurricane
protective system is required. See installation
drawing DWG-MA-FL0131-05 for additional
information.
4904.8 Wood -edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sideliti
E
Hinged Door Units
f Limits of Use (See Other) Certification Agency Certificate
Approved for :use in HVHZ:
E
i
Installation Instructions
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Florida Building Code Online Page 5 of 5
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Evaluated for use in locations adhering
to the Florida Building Code including the High
Velocity Hurricane Zone, and where pressure
requirements as determined by ASCE 7,
Minimum Design Loads for Buildings and Other
Structures, does not exceed the design
pressures listed. 12'-0" x -8'-0" max nominal
size. Max DP = + 45.0 / -40.0. When large
missile impact resistance is required, hurricane
protective system is required. See installation
drawing DWG-MA-FLO131-05 for additional
information.
Verified By:
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. _Copyrght_andDiscl.aimer
Product Approval Accepts:
W E4 -.,;
htt //www.floridabuildin or / r/ r a dtl.as x? aram=wGEVX wtD telulwHNbblSciO%2baW Lu... 4f21/006P g• g P p PP p p Q q q ,
IT IS THE APPLICANT'S EXCLUSIVE RESPONSIBILITY TO VERIFY THAT SPECIFIC PRODUCTS HAVE BEENINSTALLEDINACCORDANCEWITHTHEIRLIMITATIONS (FOR EXTERIOR: WINDOWS DDOORS, SKYLIGHTS AND SHUTTER SYSTEMS NEED TO MEET THE MINIMUM
OORS, GARAGERPRESSURESFORTHEPROJECT). SPECIFIC COMPLIANCE WILL BE VERFIED DURING FIELD INSPEDCT ONS.
DESIGN
RESERVED FOR FLORIDA APPROVAL # FLORIDA APPROVAL MIAMI / DADE
TYPE MANUFACTURER MODEL # / SERIES PLANS EXAMINER (INCLUDE DECIMAL
USE pdf FILE # N.O.A.
APPLICABLE IF APPLICABLE IF APPLICABLE
SWINGING ..
r .. _.
TObC
SLIDING
It
it
OVERHEAD
OTHER
SINGLE HUNG
DOUBLE
HUNG
F
HORIZONTAL
ROLLING
CASEMENT
FIXED
AWNING
PASS THRU
SKYLIGHT
OTHER
L:\bd\libtary\forms\Product Approval Form.doc 2 Of 3
TYPE
TINGLE
METAL
TILE
OTHER
ROLL -UP
PANELS
PLYWOOD
OTHER
SINGLE HUNG
HURRICANE
ANCHORS
ENGINEERED
LUMBER
LINTELS
INSULATION
FORMS
OTHER
MANUFACTURER MODEL # / SERIES
HERE IF THIS METHOD IS CH
RESERVED FOR FLORIDA APPROVAL #
PLANS EXAMINER (INCLUDE DECIMAL)
USE ..IF APPLICABLE)
SPECIFY MANUFACTURERS)
CONTRACTOR or OWNER/CONTRACTOR SIGNATURE:
FLORIDA APPR
pdf FILE #
IF APPLICAB
DATE:
AL MIAMI —DADE
N.O.A.
IF APPLICABLI
THE FOLLOWING ALTERNATIVES .ARE ACCEPTABLE IF THE PROPOSED PRODUCTS DO NOT HAVE VOLUNTARY STATE APPROVAL ORSEMINOLECOUNTYACCEPTANCE:
Copy of product approval/testing information and copy of listing -or- report from a Product Certification Agency approved by the FloridaBuildingCommissionforeachdifferentcoveredproduct. Approved product certification agencies are shown at www.floridabuilding.orgclickontheproductapprovalbutton, then click on the organization search tab).
Copy of product approval/testing information from a Florida Building Commission approved Product Evaluation Entity or ProductTestingLaboratoryanddocumentationshowingthemanufacturerhasaFloridaBuildingCommissionapprovedQualityAssuranceAgencyonretainer. Submittals are required for each different covered product. Approved Product Evaluation Entities, Product
Testing Laboratories and Quality Assurance Agencies are shown on the above referenced website (click on the product approvalbutton, then click on the organization search tab).
L:\bd\I i b rary\forms\Pro duct Approval Form. doc 3 of 3