HomeMy WebLinkAbout700 Airport Blvd Unit B-7APR 18 2011
Application No: I '-
CILL
cY
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ of 507 op
Job Address: '700 Iia r aeA et > jAu- ` FS -7
Parcel ID: Pg oo - 0000
Historic District: Yes No
Zoning:
Description of Work: K &g "r w N c v • S e `Eos S Z
e `
Title: 6eoef;4 ( d U nor' w otSY a18 g.S( Plan Review, -Contact Person:
Phone: 3% (,,15- 0,6 6 Fax: 386 -175- 62 7 t E-mail: rMor i'1_( 4
Property Owner Information
Name ; a PA r r e Rhone: 70Y- t06 - 76Y7
Street: 700 JR MA 1v B-7 ,Resident of property?
City, State Zip: SAA -t or 3. 773
Contractor Information
Name U'A C 0 &s
0r`
SAV _byt 6f Phone: 386 - 6'7 -',-
Street:
7 -',-
Street: WO UVouA, 12d Fax: ?S6- 67S -6g7/
City, State Zip: A o lkv kA L 1 I`1 State License No.: oS7 0 ZS
Name:JN%6¢
Street:
City, St, Zip:
Bonding Company:
Address
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage gender:
Address:
PERnAIT INFORMATION
Construction Type:
Flood Zone:
New. Service - No. of AMPS:
Mechanical (Duct layout required for new systems)
No. of Stories:
Plumbing ''
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
of
CP5
C 1
Application is hereby made to obtain a permit to do the work and installations as indicatedt_r 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 TELE JOB SITE BEFORE THE
FIRST INSPECTION. IF .YOU INTENT) 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.
The City of Sanford requires payment, of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date S ature Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced M _ Type of ID
APPROVALS: ZONING: G 'UTILITIES:
ENGINEERING: —',-c— FIRE:
COMMENTS:
D,Au i c Vv of + in
Print Contractor/ nt's Na
Signature of Notary -State of Florida Date
atPpY
PUIVc C. J. BEAN
MY COMMISSION # DD 92128=.
EXPIRES: August 31, 2013
j
TFOF FL\o< Bonded Thru kdget Notary SBNICES
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID 7uL
WASTE WATER:
BUILDING:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of'I . __1
t
D. JOHNSON:,CFA. ASA - -
PROPER
0 OOI
0`000
4PPISER. 8 &
SOLM F
SEMINOLE COUNTY,Ft_ 7, 3 d
LJ
1. &
1 0;1 E FIIS'fss7 I
6ANFORO FL 3277-1-1468
E
i
am 66s-soe
VALUE SUMMARY
2011 20101
j VALUES
WorkingF Certified
GENERAL
Method ( Cost/Market CosUMarketl
Parcel Id: 01-20-30-507-OR00-0000
Value
Number of Buildings 0 01lOwner: SANDLEWOOD CONDO OWNERS ASSN
j Own/Addr: INC Depreciated Bldg Value $0 0'
Mailing Address: 700 E AIRPORT BLVD Depreciated EXFT Value $0 _ 01
City, State,ZipCodei SANFORD FL 32773 Land Value (Market) 1 $0 0
Property Address: 700 AIRPORT BLVD E SANFORD 32773 Land Value Ag { $0 0
Facility Name: Mar et Value— $0 so,
Tax Distri . 1-SANFORD
Exemptions:
Portabllty Adl $0
Save Our Homes Adl $0
0
0
Dor. N.-INFORMATION/REFERENC. Amendmenntt 1 Adl + 0' 0
Assessed Value (SOH) $0 o l
Tax Estimator
f
E 2011 TAXABLE VALUE WORKING ESTIMATE I
Taxing Authority Assessment Value ( Exempt Values Taxable Value
County General Fund 0 $0 $0
Amendment 1 adjustment is not applicable to school assessment) Schools 0 ( $0 0
City Sanford 0—
1 SJWM(Saint Johns Water Management) 0 $0 01
Coun Bonds OE $01 0
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
1 2010 VALUE SUMMARY
SALES
2010 Tax Bill Amount: 0
Deed Date Book Page Amount Vac/Imp Qualified
2010 Certified Taxable Value and Taxes
FindSales within this DOR Code DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
I LAND
Land Assess Method Frontage. Depth Land Units Unit Price Land Value
LEGAL--------------- DESCRIPTION I
LOT 0 0 1.000 .00 LEG RECREATION BUILDING SANDLEWOOD j
CONDOMINIUM ORB 958 PG 900
Permits
OTE: Assessed values shown are NOT certified values and therefore are subject to change before beingfinalized for ad valorem tax purposes. j
If you recently purchased a homesteaded property your next years property tax will be based on JusdMarket value. _ I
http://www.sepafl.org/web/re_web.seminole_county_title?PARCEL=0120305070R00000... 4/15/2011
2
WINDOW PROS OF DAYTONA FL LIC#: CGC57075
1440 NORTH NOVA ROAD PHONE: (386) 675-6966
DAYTONA BEACH, PL 32117 FAX: (386) 675-6971
Buyer(s) L-. p7gf• -V
J -
Z gT
n /
Date 1)
AddressLy J (
City 1 State ti, Zip 3
Home Phone4-2-M —M -' ELL - 76'J % Work Phone -
704- 906 ?-; Yp
WINDOW PROS OF DAYTONA
hereinafter referred to as Contractor), agrees to see and Buyer (which means Buyer and all Co -Buyers who must sign below
jointly and severally) agree(s) to buy the following goods and services, which are to be furnished or used in the modernizatic
rehabilitation, repair, alteration or improvement of the real property located at Buyer's address given above.
PRICE:
1. Total Investment
2. Initial Investment
3. Additional Investment upon expedition
4. Unpaid Balance Due upon Completion
5. Unpaid Balance To Be Financed
UOD
OWNER(S) agree to pay this balance in Full to the Installation Mechanics on the day of Installation. In the event of minor
defects, a lost or damaged screen, or glass insert, etc., the owner(s) may withhold 5% of this balance until such defects or
omissions are corrected.
Sold goods to Include:
MATERIAL & LABOR MATERIAL ONLY Color of Capping:
CAPPING
Window exterior frames covered in coil stock material to reduce or eliminate maintenance. I INITIAL BLOCKS
Material and labor will be furnished in accordance to the Specification ONLY as listed in this contract.
The Contractor is not responsible for any interior or exterior painting and/or staining unless otherwise specified in the
terms of this contract.
The Contractor may rescind this contract for any reason within 60 days.
BUYER IS RESPONSIBLE FOR OBTAINING ANY AND ALL BUILDING PERMITS REQUIRED FOR THE COMPLETION OF THIS JOB.
Customer's Right of CUSTOMER MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS
Cancellation: DAY AFTER THE DATE OF THIS CONTRACT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM IN
DUPLICATE FOR AN EXPLANATION OF THIS RIGHT. CUSTOMER HEREBY ACKNOWLEDGES THAT THEY
RECEIVED DUPLICATE COMPLETED NOTICE OF CANCELLATION FORMS AT THE TIME CONTRACT WAS
SIGNED, TO CANCEL THIS TRANSACTION, MAIL OR DELIVER SIGNED AND DATED COPY OF THIS
CANCELLATION OR WRITTEN NOTICE, OR SEND A TELEGRAM TO WINDOW PROS OF DAYTONA AT
1440 NORTH NOVA ROAD, DAYTONA BEACH, FL 32117
CONTRACT
By Date Date
WHITE: OFFICE COPY CANARY: CUSTOMER COPY PINK: CUSTOMER COPY
i
WIN. LOCATION SIZE STYLE GRIDS SC CAP HINGE GLASS COLOR OTHER
3 L
51/`/
v
THIS CONTRACT INCLUDES REMOVAL OF THE FOLLOWING WINDOW TYPES: HAUL AWAY OLD WINDOWS
STEEL ALUMINUM WOOD STORMS YES NO
HOUSE CONSTR FRAME MASONRY SIDING ASBESTOS MOBILE OTHER
BRICK SHINGLE HOME EXPLAIN
BEST TIME TO CALL
EXTRA WORK OR SPECIAL INSTRUCTIONS
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COA o C9 , 'r,
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a4787931-3b8e-49c4-8859-e3c9d724b420-f6e2b8a5-Ob24-42e9-b246-577687f88--
Product Approval
USER: Public user
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FL11409 New
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IFL. II vtl-J-- —_ - --Rene ].Quiroga, PE
Regency Plus IncorporatedFL11409New
Category: Windows.
407) 681-6595
IFL11411
Subcategory: Fined'
New Regency Plus IncorporatedNew
PERene (.Quiroga,
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Windows
407)681-6595
Subcategory:rHonzohtal5lider
jRene
FL11412 New Regency Plus Incorporated
Quiroga, PE
Approved
407) 681-6595
Category: Windows
Subcategory: Single;Hung.
Rene ].Quiroga, PE
Approved
IFL11413 New Regency Plus Incorporated 407) 681-6595
Category: Windows
Subcategory:,Double Hung
Rene ].Quiroga, PE
Approved
IFL11477 New Regency plus 407) 681-6595
Category:
ndorporated
Sub category:Fixed', Charles A. Pagen, P. E., Ph. D. Approved
FL11.479 New Regency Plus Incorporated 941)473-9331
Category: Windows
Subcategory: Mullions
Rene ].Quiroga, PE
Approved
FL11582 New Regency Plus Incorporated 407)681-6595
FL11660
Category: Windows
Subcategory. Mullions,, •
New Regency Plus Incorporated
Charles A. Pagen, P. E., Ph. D. APP roved
941)473-9331
WiCategory: Windows
casement__
DCA Admins_
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2.555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. 909
Product Approval Accepts:
a*.
of sob4y-
http://www.floridabuilding.org/pr/pr_app—ist.aspx
DNACITYOF
PPAN' z 9 4
MAP, 1,
ORRa
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12/16/2009
NOTICE OF ]PRODUCT CERTIFICATION
P "T #.
cr1
MRrr ERE
r.ccaForraoya9
8
V
cy
1C M11ENTt .
yJ
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI006136-R3
08/02/05
Structural
Regency Plus
R-750-1
11/05/2008
The ' blotice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand
portion of this form and a certification label is applied to the product. This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied.
The product described below is approved for listing in the Directory of Certified Products at
www.NAMECertification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Regency Plus, Inc. Model "Tech 2000" Double Hung
1024 Locust Gap Highway Vinyl Prime Window
Mount Carmel, PA 17961 Configuration: X/X
Glazing: IG -1/8" Tempered Glass
STP PSF
Frame: W-4'5" Sash: W-4'1" Pos+60.0
H-615" H-3'0 " Neg-60.0
SPECIFICATION PRODUCT RATING
ANSI/AAMArNWWDA 101/I S.2-97 H-LC40
ASTM F588-97 FER-Level 10 PassedGlassCompliestoASTME1300-04el
Product Tested By: National Certified Testing LaboratoriesReportNo: NCTL-210-2661-1 (Sttuctural/FER) Expiration Date: December 31 2010
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
11870 Merchants Walk Suite 202
Newport News, VA 23606
TEL: (757) 594-8658
FAX: (757) 594-8659
GENERAL NOTES:
REGENCY P INC,
SERIES 2000 NON-l1ffPACTD0UBLEHLWG HTVDOW
INSTALLATION NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
TO COMPLY WRH
THEINSTALLATION
2007 FLORIDA BUILDING CODE (FBC), 1.
ANCHOR LOCATION SHOWN.
IS REQUIRED AT EACH
AT THE DESIGN PRESSURES STATED HEREIN.
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT #
NCTL•210-2WIA DATED 1715101, AND ASSOCIATED
LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS
BEEN EVALUATED FOR CONFORMANCE TO THE
STANDARDS LISTED IN THE 2007 FLORIDA BUILDING CODE
FBC)AND IS IN COMPLIANCE WITH SAID STANDARDS.
S. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 1
MASONRY AND 2X FRAMING AS A MAW WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECTOF RECORD.
4.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
S. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF
THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS
BY LICENSED ENGINEER OR REGISTERED ARCHITECT.
B. THIS PRODUCT REWIRES THE USE ON AN FBC HVHZ
APPROVED IMPACT PR07ECTFVE SYSTEM.
7. WINDOW FRAME MATERIAL VINYL.
N.OA # 01-1016.011)
S. GLASS MEETS THE REQUIREMENTS OF ASTM E1300. SEE
SHEET 3 FOR GLAZING DETAIL.
D. DESIGNATIONS WAND'O' STAND FOR THE FOLLOWING:
X OPERABLE PANEL
O: FIXED PANEL
10. A IM INCREASE IN ALLOWABLE STRESS FOR WIND LOADS
WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)
SHOWN HEREIN, WIND LOAD DURATION FACTOR (Cd =1.6)
HAS BEEN USED FOR WOOD ANCHOR DESIGN.
DESIGN PRESSURE RATING (PSF)
540.0
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/13 INCH
OR GREATER OCCURS. BHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER
4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/1 INCH
MINIMUM EMBEDMENT.
5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE 1
MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY,
USE 3118 INCH TTW TAPCONS OF SUFFICIENT LENGTH TO
ACHIEVE 1 114 INCH MINIMUM EMBEDMENT. MINIMUM
EDGE DISTANCE IS 2 518 INCHES.
6. INSTALLATION ANCHORS ARE TO BE LOCATED THROUGH
PERIMETER OF NAILING FIN WHEN APPLICABLE .
7. ALTERNATE CONCRETE/MASONRYANOOD INSTALLATION
ANCHORS OF EWIVALENT PERFORMANCE
CHARACTERISTICS CAN BE USED UPON APPROVAL OF
THE ARCHITECT OR ENGINEER OF RECORD FOR THE
PROJECT.
8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM. BRICK VENEER AND SIDING.
9. INSTALLATION ANCHORS AND AS80CIATFD HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
10- FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO
NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE
EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK
I1- INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURERS
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER
12_ INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.42.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF
3192 pd
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
GRADE N. TYPE I(OR GREATER}
MAX. WINDOW
WIDTH 53'
6- MAX FROM F.. A
CORNERS TYP. I
21 2/3' MAX O.C.
1 B B
1—
MAXWINDOW
mI'ur v, IEIGM
n, n'
INSTALLATION ANCHOR
TABLE OF CONTENTS
SHEET REV. SHEET DESCRIPTION
GENERAL. INSTALLATION NOTES. ELEVATION 8 ANC41OR LAYOUT
2 CONCRETE SECTIONS
3 WOOD SECTIONS d GLAZJNG DETAIL
8' MAX FROM
A CORNERS TYP.
13.8' MAX O.C.
FLFVAT10Nk ANCHOR LAYOUT
VIEWED FROM EXTERIOR
41
0
OZ
INSTAUATON
ANCHOR 3/16"
DIA. RW TAPCON
CONCRETE OR
MASONRY
BY OTHERS
1 1/4" MIN, EMBEDMENTr
ONE BY
WOOD BUCK
BY OTHERS
SHIM AS REO'0.
1
D
INSTA
3/16'
2 5/8' MIN. EDGE DISTANCE
ISOLATION MATERIAL
BETWEEN WOOD BUCK
k MASONRY OPENING BY OTTERS
ISOLAWN MATERIAL
BETWEEN FLANGE
WOODhV1BUCK
EXTERIOR FINISH
BY OTHERS
1/4" SHIM
r SPACE MAX.
PERIMETER
GULK
BY OTHERS
SECTION A—A
LA
WIDTH1 1/4" MIN.
EMBEDMENT
1/4' SHIMSPACEMAX. CONCRETE OR
MASONRY
RS
BY
EO'D.
INSTALLATION ANCHOR
Q 3/16' DIA. ITV/ TAPCON
2 5/8" MIN.
EDGE DISTANCE
J
a
d
EXTERIOR
ISOLATION MATERIAL BETWEEN WOOD
SUCK A MASONRY
PERIMETER CAULK OPENING BY OTHERS
BY OTHt7RS
ONE BY WOOD
EXTERIOR FINISH BUCK BY OTHERS
BY OTHERS
ISOLATION MATERUL. BETWEEN FLANGE
SECTION B—B & wood BUCK
A
7/8- MIN.
EDGE DISTANCE
INSTALLATION
ANCHOR /12
WOOD SCREW /
r
1-1/2- MIN. EMBEDMENT
WOOD FRAME
BY OTHERS
SHIM AS REO'D.
PERIMETER
CAULK
BY OTHERS
SHEATHING
y WINDOW WIDTH
BY OTHERS
E)CTERIOR FINISH
BY OTHERS 1/4- SHIM
SPACE MAX.
SHIM AS REO'D.
r 1/4- SHIM
I SPACE MAX.
INTERIOR EXTERIOR WIN
HEI
SEE GLAZING DETAIL,
THIS SHEET
SHIM AS REO'D.
PERIMETER
CAULK
WOOD FRAME BY OTHERS
BY OTHERS
1-1/2- un. EMBEDMENT
1/4- SHIM
SPACE MAX.
I EXTERIOR FINISH
81 OTHERS
SHEATHING
BY OTHERS
INSTALLATION
ANCHOR #12 7/8- MIN.
WOOD SCREW
EDGE DISTANCE
SECTION A -A
1 1/2' MIN.
EMBEDMENT
INSTALLATION
ANCHOR /12 7/8- MIN.
WOOD SCREW
EDGE DISTANCE
EXTERIOR / WOOD FRAME
BY OTHERS
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH—/
BY OTHERS
SECTION Q -
10µr 7/8. O.A. INSULATED GLASS CONSIS71HO OF: HT
1/
8' TEMPERED GLASS, 5/
8' AIR SPACE, 1/
8- TEMPERED GLASS a
I GLAZING
DETAIL a
sl 1 1 Ig 9
199T OFFICE
n NOTICE OF PRODUCT CERTIFICATION
CERi7FjCq —
ccRBo'oy
s
CERTIFICATION NO: NI006137-R3
DATE: 08/02/05
CERTIFICATION PROGRAM: Structural
COMPANY: Regency Plus
CODE: R-750-1
REVISION DATE: 11/05/2008
The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand
portion of this form and a certification label is applied to the product. This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied.
The product described below is approved for listing in the Directory of Certified Products at
www. NAMICer ification com. Please review, and advise NAMI immediately if data, as shown, requires corrections
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Regency Plus, Inc. Model "2000" Horizontal Sliding
1024 Locust Gap Highway Vinyl Prime Window
Mount Carmel, PA 17961 Configuration: XOX
Glazing: 1/8" Tempered Glass
STP PSF
Frame: W-9'3" Panel: W-3'0" Pas+60.0
H-51311 H-5'0 " Neg-60.0
SPECIFICATION PRODUCT RATING
ANSI/AAMA/NWWDA 101/I.S.2-97 HS -C40
ASTM F588-97 FER-Level 10 PassedGlassCompliestoASTME1300 -04e1
Product Tested By: National Certified Testing LaboratoriesReportNo: NCTL-210-2661-2 (Structural/FER) Expiration Date: December 31 2010
Administrator's Signature:
NATIONAL. ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
11870 Merchants Walk Suite 202
Newport News, VA 23606
TEL: (757) 594-8658
VA V. /'7G+'f1 Gn w 0--W^
1
INSTALLATION ANC
3/16' DIA HW TAPCON 2 5/6' MIN. EDGE DISTANCE
ISOLATION MATERIAL ISOLATION MATERIAL'
BETWEEN MOOD BETWEEN FLANGE
DUCK 3 MASONRY k WOOD BUCK
OPENING BY OTHERS
EXTERIOR FIMSH
4,
BY OTHERS
1 1/4' YIN.
y
EMBEDMENT SITIM
SPACE YAX.
VINSTALLATIONANCHOR
CONCRETE OR
MASONRY
3/16' DIA ITW TAPCON
BY OTHERS
ob
ONE BY WOOD
BUCK BY
OTHERSSHIMASREVD.
OWERIMETERWINDOW
CAULK BEHIND WINDOW FLANGE
EIGHTTHERCAULKS
W/ YULKEM 116 ADHESIVE
EXTERIOR
SEE GLAZING
DETAIL THIS
SHEET
SILL STOOL
BY OTHERS
Il
1 1/4' MIN. EMBED ENT V
Y 4,
1/4' SHIM
SPACE MAX.
VINSTALLATIONANCHOR
3/16' DIA ITW TAPCON PRE -CAST SILL
BY OTHERS
CAULK BEHIND WINDOW FLANGE
2 6/6' MIN. EM DISTANCE W/ YULKEM 116 ADHESIVE
CAULK OR SCHNEE MOREHEAD
SY63D0 ADHESIVE SEALANT
SECTION A—A
1 1/4' MIN.-(]ABWYENf --{
ONE BY WOOD BUCK IBYOTHERS
SHIM AS REO'D.- -
EXTERIOR
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
WINDOW WIDTH
SECTION B—B
CONCRETE OR MASONRY
BY OTHERS
ISOLATION MATERIAL
BETWEEN N1700.
BUCK 6: MASONRY
OPENING BY OTHERS
NSTALLATON ANCHOR
3/16' DIA BW TAPCON
2 6/6' MW.
EDGE DISTANCE
ISOLATION MATTRULL
BETWEEN FLANGE
A WOOD BUCK
1/4' SHIM
SPACE MAX.
7/6' OA INSULATED CLASS CONSISTING OF:
1/6' TOPERW GLASS.
6' AIR SPACE.
1/191- 71]PFRED f.TA55
IIy/.
g
7/a' MIN. EDGE DISTANCE
INSTALLATION ANCHOR EXTERIOR FINISH 1. 1/2' MIN. EMDEDMENT
12 WOOD SCREW BY OTHERS
SHIM AS
1 1/2' MM. SHEATHING
EMBEDMENT BY OTHERS
WINDOWF71AMEREQ'
0. _
PERIMETER CAULK
JAMB
BY OTHERS r— SP//CE SMHIAX.
WOOD FRA 7L—jc;;;L—
UY OTHERS EXTERIOR
PERIMETER CAULK
SHIM AS REO'O_ BY OTHERS
1WNDOW FRAME WINDOW
ADHE HEIGHT ¢-- WINDOW WIDTH —
EXTERIOR
WINDOW FRAMESILL
SHIM AS RE 1)
1/4' 11AY.
SECTION C—C
WOOD FRAME
BY OTHERS
INSE40TION ANCHOR
12 WOOD SCREW MR)
7/8' MIN. EDGE DISTANCE
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1/4' SHWA
SPACE MAX
EXTERIOR FINISH
1 1//Y MW.
EMAEDAIENT
FTtAME
BY OTHERS
WOODBY OTHERS
INSTALLATION ANCHORJ
SHEATHING
BY OTHERS
7/8FAIN. EDGE DISTANCE
12 WOOD SCREW
SECTION C—C
WOOD FRAME
BY OTHERS
INSE40TION ANCHOR
12 WOOD SCREW MR)
7/8' MIN. EDGE DISTANCE
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1/4' SHWA
SPACE MAX
e
INSTALLATION ANCHOR
3/16' DIA. TIW TAPCON
LATION MATERIAL
UCK #MASONRY
KING BY OTHERS
1 1/4' MIN. EMBEDMENT
CONCRETE OR
MASONRY
BY OTHERS
ONE BY WOOD /
BUCK NTY OTHETI9
J/ SHIM AS REO D.
D
2 5/6' MN. EDGE DISTANCE
ISOLATION MATERIAL
BETWEEN FLANGE
WOOD BUCK
EXTERIOR FINISH
BY OTHERS
1/4" SHIM
SPACE MAX.
WINDOW
PERIMETER HEIGHT
CAULK BY
OTHERS
EXTERIOR
SEE GLAZING
DETAIL THIS
S1EEf
SILL STOOL
BY OTHERS
1 //4' MIN. EMBEDMENT
Y 1/4' SHIM
Y 4, SPACE MAX.
INSTALLATION ANCHOR
3/16' DIA. ITW TAPCON PRE -CAST SILL
BY OTHERS
CAULK BEHIND WINDOW FLANGE
2 5/6' MIN. EDGE DISTANCE W/ WLKEM 116 ADHESIVE
CAULK OR SCHNEE MOREHEAD
SM85M ADHESIVE SEALANT
1 1/4' MNL EMIBEDMENi
1ONEBYWOODBUCK
BY OTHERS
SHIM AS REO'D.—t
EXTERK)R
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
WINDOW WIDTH —+
SECTION B -B
CONCRETE OR MASONRY
BY OTHERS
ISOLATION MATERIAL
BETWEEN WOOD
8" & MASONRY
OPENING BY OTHERS
NSTALLATKN ANCHOR
3/16' DIA LRM TARCON
2 S/B' MN.
EDGE DISTANCE
ISOIATKIN MATERIAL
BETWEEN FLANGE
R WO06 BUCK
1/4' SHIN
SPACE MAX.
7/d OA NSUTATED GLASS CONSISTING Or.-
1/6 -
T:
1/6' TEMPERED GLASS.
5/5'
TE
SPACE.
1/8'TEMPERED GLASS
I
7/8' MIN. EDGE DISTANCE
INSTALLATION ANCHOR EXERIOR FINISH
12 WOOD SCREIV B1. OTHERS
1 1/2- MM. SHEATHING
E'MBEOMENT Ery OTHERS
PERIMETER CAULKII 1/4' SHIM
BY OTHERS r SPACE MAX.
EXTERIOR
WINDOW FRAMESILL
SHIM AS REO'D.
1/4' 11AX.
SFW SPACE
PERIMETER CAI LK
BY OTHERS
EXTERIOR FINISH
1 2' MIN1'9. EM ENT
BY OTHERS
WOOD FRAME SHEATHING
BY OTHERS BY OTHERS
INSTALLATION ANCHOR 7/8' MIN. IDLE DISTANCE
112 WOOD SCREW
SECTION C—C
1. 1/2' MIN. EMBEDMENT
SHIN AS REO'D.
JAMB
FRAME
JAMB i
EXTERIOR
PERIMETER CAULK
BY OTHERS
e VAN" WIDTH —
SECTION D—D
WOOD FRAME
BY OTHERS
V ANCHORSCREW (TYP.)
7/8' MIN. EDGE DISTANCE
SHEATHING
BY OTHERS
DaMOR FINISH
BY OTHERS
1/4' SHMI
SPACE MAX.
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THIS; INSTRUMAN EPARED BY: I
Name,IJ'Vut o/ RVA" NORSE4 CLERK OF CIRCUIT CARP
Addr s }_` - _ W _ SEMINOLE CMMTY
StatStat—rida RK 07561 Pq i R9
RECORDED OWSAAM i 03:0: 3 PH
NOTICE OF COMMENCENWMING FEES ltmx)
REWRDED BY T Sailth
Permit Number Parcel ID Number (PID)I ^ i 5'C? , Z'...j Q 0,00 — 6o 0 t;Y
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available)
JJ
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GENERAL DESCRIPTION OF IMPROVEMENT r Si ;, C eyo Pf"I i
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OWNER INFORMATION
Name and address of Fee Simple Title Holder (if other than owner)
CONTRACTOR
Name and address: ,l ` 1) r
4
61
Persons withinQhe State 'of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b); Florida Statutes.
7Nameandaddress:
i
In addition to himself, Owner Designates _ of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement: -
The expiration date is 1 vear from date of recording.unless a different date is specified
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN' RESULT IN YOUR PAYING TWICE:FOR IMPROVMENTS TO YOUR PROPERTY...A
NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
ST E [- COUNTY OF t y:i rAu
WNERS SIG R OWNERS PRATED NAME
NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead."
The foregoing instrument was acknowledged before me this —1— day of A0. -I 26 1(
by 4 fit !.. Who is personally known to me
Name of person making;gtatement -
OR who has produced identification Li type of identification produced >,(
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT
ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF.,''It. U•y
MoRSE
SIGNATURE OF NATURAL PERSON SIGNING ABOVE will LOUR
ttRY Poe110 C. J. BEAN
E
ID
MY COMMISSION M DD 921284
s
EX$ iQugusl3l, 2013 _
f
rFOF FI\O BN TSS Wo teary Setvia3 gotary Signature
R 252011