HomeMy WebLinkAbout904 W 13 StRCEIV
EED
�D
FEB 2 2012
BY:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: �/ _ Documented Construction Value: S 7e
Job Address: '-'���� ����lY Historic District: Yes ❑ No ❑
T
Parcel ID:
Description of Work: — " �
Zoning:
�/
Ot
Plan Review Contact Person: Title:
Phone:
Fax:
E-mail:
Property Owner Information
Name Phone:
Street: Resident of property? : V0�4v
City, State Zip: Omrwnnnrp
D OContractor I formation aZ D
Name 1_ Phone:
Street:
City, State Zip:
Name: ---—.......
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit O
Square Footage:
No. of Dwelling Units:
Electrical D
New Service — No. of AMPS:
Fax:
State License No.:
nginee nformation
Phone:
Fax:
E-mail:
Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
Mechanical 0 (Duct layout required for new systems)
leoStoriees:
Plumbing O
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 13 No. of heads:
$,�P000eo
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 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 er/Agent Date �l
Print Owner/Agent's Name
Off. as ia-
Signature o ain e F rida Date
DEBBIE BLANTON
°. .' Notary Public - Slate of Florida
e My Comm. Expires Feb 25. 2015
':,'vp��11,d,A;•' Commission N EE 60162
Bonded Through National Notary Assn.
Owner/Agent is Personally Known to a or
Produced ID Type of ID
APPROVALS: ZONING: 0W1Z•-a UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Rev 11.08
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
mjl�fd
Pri
I,
an
conditions specified above.
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.mvflorida.com/dbpr/pro/cilb/ for
ore information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Form of Identification
(Must be Photo ID)
ate
qualified
dee to the
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
FA�
I�
/ 4�
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
Rev. 9.14.2009
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible parry of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. 'The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
PROPOSED RENOVATION OF PROPERTY LOCATED AT 904 WEST 13TH STREET
EXTERIOR:
REPLACE ALL BAD WOOD AND SIDING. NO STRUCTURE CHANGE AT ALL. INSTALL NEW EFFICIENT
WINDOWS ACCORDING TO SPECIFICATION OF THE MANUFACTURER.
➢ WESTSIDE OF HOUSE
• REPLACE TWO (2) WINDOWS
• REPLACE WOOD & SIDING
• REPLACE EVES & FACIAL BOARDS
➢ WESTSIDE BACK OF HOUSE
• REPLACE BAD SIDING & WOOD
• REPLACE BAD BROKEN WINDOWS
BEDROOM WINDOW
• INSTALL THREE (3) HALLWAY WINDOWS
➢ BACKROOM REPLACE BAD WOOD AND CASEING AROUND WINDOWS
➢ REPLACE TWO (2) EXIT DOORS
NORTHSIDE BACK OF HOUSE
• REPLACE TWO (2) DOORS
• REPLACE FACIAL BOARDS
• REPLACE BAD WOOD
➢ EASTSIDE OF REAR HOUSE
• REPLACE BAD WOOD & SIDING
➢ SCREEN PATIO
• FRAME WALL ABOUT 3 FEET HIGH; THEN REPLACE SCREEN
• REPLACE WINDOW
• REPLACE BAD WOOD & DOOR TO HOUSE
PRESSURE WASH HOUSE & PAINT
• COLOR BODY WHITE WITH BLACK TRIM
'INTERIOR:
PAINT BODY WHITE WITH BLACK TRIM
SCRAPE ENTRANCE WALLS & PAINT
➢ REPAIR PLASTER AS NEEDED
➢ REPLACE BAD STUDS
• INSTALL ASPHALT COVERING
• INSTALL INSULATION
➢ REPLACE DAMAGE WALL WITH FIRE RATED DRYWALL MATERIAL
BEDROOM 1
➢ REPLACE FRAME AROUND WINDOWS & PROPERLY SEAL
➢ REPLACE BASE BOARDS
REPLACE DOOR & DOOR JAM
REPAIR DAMAGE FLOORING WHERE NEEDED BUT NO STRUCTURE CHANGE
• % IN. TREATED PLYWOOD
• ALL STUDS USED WILL BE TREATED
BEDROOM 2 SAME AS ABOVE
HALLWAY SAME AS ABOVE
DINING ROOM SAME AS ABOVE
KITCHEN
➢ REPLACE FLOORING & BASEBOARD
INSTALL NEW CABINETS & SINK
➢ REPAIR HOLD IN KITCHEN FLOOR WITH % IN. TREATED PLYWOOD
PAINT WITH HIGH GLOSS WHITE
FAMILY ROOM
➢ REPAIR HOLE IN CEILING & WALL
➢ REMOVE DOOR TO HALLWAY
➢ REPLACE BAD DRYWALL
EAST & WESTSIDE BACK BEDROOMS
PAINT INTERIOR CEILING & WALL BRIGHT WHITE
➢ PAINT BASEBOARDS & DOOR JAMS HIGH GLOSS WHITE
PAINT BATHROOM HIGH GLOSS WHITE
PERMIT # ia..�-•y
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.U. Box 230 Valrico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Profcssional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
Report No.: FL 6163.3 R I
Date: December 16, 2008
Product Category:
Product sub -category:
Product Name:
Windows
Single Hung
Series 2100 -Model 2111
Extruded Vinyl Single Hung Window
"Non Impact"
Manufacturer: Silverline Building Products Corporation
One Silverline Drive
North Brunswick, NJ 08902
Phone — 732.435. 1000
OFFICE
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
Schmidt, P.E. (System 1D # 1998) for Silverline Building Products based on Rule Chapter No.
96-72.070, Method 1 d of the State of Florida Product Approval, Department of Community
Affairs -Florida Building Commission.
PF 907
RW Building Consultants and Lyndon F. Schmidt, 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 (2007
Edition.
See Drawing No.: 6163.2 prepared by R W Building Consultants, Inc. and signed and sealed by
Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters.
Lyndon F. Schmidt, P.E.
FL No.43409
December 16, 2008
Sheet I of 3
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
(FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
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 the "HVHZ", this product is required to be protected with an impact resistant
covering that complies with Section 1626 of the Florida Building Code.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this
product is required to be protected with an impact resistant covering that complies with
Section 1609.1.2 of the Florida Building Code.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction. Increase anchor length to account for any sheathing or
wall covering.
6. Site conditions that deviate from the details of drawing FL 6163.2 require further
engineering analysis by a licensed engineer or registered architect.
7. This product meets water infiltration requirements for "HVHZ".
8. See drawing FL 6163.2 for size and design pressure limitations.
l�
Lyndon F. Schmidt, P.E.
FL No. 43409
December 16, 2008
PF 907 Shect 2 of 3
Supporting Documents
A Drawing
1. Drawing No. 6163.2 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Lyndon
F. Schmidt, P.E.
B Tests Performed
1. Testing per TAS 202-94 as performed by Architectural Testing, Inc. and reported in test
report number 01-44453.01, signed by Joseph A. Reed, P.E.
2. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by
Issuance of Miami -Dade Notice of Acceptance 07-0918.10.
C Calculations
1. Product anchoring is in accordance with manufacturer's published recommendations as
substantiated by tested specimens reported in test report number 01-44453.01.
Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F.
Schmidt, P.E.
3. Glass Load Resistance Report ASTM E 1300 prepared by Lyndon F. Schmidt, P.E.
D Other
1. Certificate of Participation issued by National Accreditation & Management Institute, Inc.,
certifying that Silverline Building Products is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
C
Lyndon F. Schmidt, P.E.
FL No. 43409
December l6, 2008
PF 907 Sheet 3 of 3
W
CL
c0 SilverLine9
L WINDOWS•DOORS
Lj.. on Andersen Company
0 1 SILVERUNE DRIVE, NORTH BRUNSWICK W 08902
SERIES 2100 - MODEL 2111
EXTRUDED VINYL
SINGLE HUNG WINDOW
'NON -IMPACT'
GENERAL NOTB
1. This pro" hos been evacuated and is in contpGance with the 2007 Rorldo Buk tg Code
(FBQ strucMd requirements excW&V the' 0g vdody HtOwne Ione' WWI.
2 Product anchors shoo be as Gated and spaced as shown an details. Anchor embedment to
base motalat shag be beyand wal dressing or stucco.
3. when used In areas requ ft wind bane debris protection Mtfs prorArct is required to be
pratected with an impoct resistant covering that compBas%M Section MIN. 12 of the FBC.
4. far 2x stud bomutg consducl'ron, onchoring of these unitsshat be the somas that shown
for 2x buck masonry construction.
S. She eaxs111orn that dev1016 from the details of this draM N require tether w0wefnp
aralyfs by a licensed engineer or reWered architect.
urn en DWS
us. rrr. LF'S
FL -6163.1
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TANE OF cON1ENIS
SHM 0
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1
Typical somtwL dissign pmxes a gerwo notes
2
lfftwtol a ve d am secfiore
9
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4
0 of materialsdotal and cwmwents
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FL -6163.1
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-L DIMENS101��
�D►MENSION-,,;;
- _ —
`P_DSfiVE� rNEGAIIVle
97.00rx 63.0r
56.00- x 6200'
92.tr x 21.12*
GI
+50.0 -50.0
,i/
45.00- x 62.0r
40.75*x 2& Ir
+40.0 -40.0
59.00' x 79.00-
52.02* x 7202*
47.75'x3&12'
+30.0
0
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97.00rx 63.0r
56.00- x 6200'
92.tr x 21.12*
GI
+50.0 -50.0
46.00' x 6&0r
45.00- x 62.0r
40.75*x 2& Ir
+40.0 -40.0
59.00' x 79.00-
52.02* x 7202*
47.75'x3&12'
+30.0
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FL -6163.1
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*E,X"lE.Rl0RIN.lE.RIOR
G1
NOTE.EXTERIOR
1. LOCATE OPERATING SASH LOCKS 7 S11
SEE INTERIOR
FROM EACH END OF THE ACTIVE
NOTE 2 10 SEE
o=
MEETING RAIL. FASTEN WITH )2) R8 x 3/4'
17
NOTE I
2
nrp
SELF LAPPING SCREWS.
= W
3 VERTICAL CROSS SECTION
2. LOCATE SASH KEEPER 6.S FROM EACH
14
m b"
2
for ewe Wrinq
END OF THE MEETING RAIL FASTEN
WITH (2) M6 x 3/4* SCREWS.
8
x
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1
connShowa Ne "forsub—bm
eonerte eera.s ecnn per
r or the RoA6o
3
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b co"'
12
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S
2S 27 4 18
I.1/4' MIN.
EMB. )TYP.)
6
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26 17 15 7
Gl
22
15
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y
19
20
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INTERIOR
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are t 1/19/08 s
24
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WAM N.T.S. 2
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2 HORIZONTAL CROSS SECTION
C"L W. LFS 3
2
%1�
VERTICAL CROSS SECTION
aaroc nzti m
2
FL -6163.1 0°
n
sE[r 2 or 4 p
�4
a
I
`"/2x BLOCK
28
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8
2X BUCK
INS1ALunON
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2X BUCK
}
In
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1
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TI
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i7
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MASONRY
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m
BUCK ANCHORING
FRAME ANCHORING
MASONRY
CONCRETE ANCHOR NOTES:
u
1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements.
?
2. Concrete screw tocotions of the
comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw
•
locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge
distance to mortorjoints, additional concrete
kr =
screws may be required to ensure the maximum on center dimension B not exceeded.
C
3. Concrete anchor table:
o U
ANCHOR ANCHOR
MINIMUM
MINIMUM CLEARANCE
MINIMUM CLEARANCE i0
Z u
wr. 11119108 z
TYPE SIZE
EMBEL)MEM
i0 MASONRY EDGE
ADJACEM ANCHOR
St" N.T.S.
ITW 1/4"
1.1/4"
2.1/2"
Y
ac BY: DWS m
aoL 111f. LFS 3
Ci
ElCO 1/4"
°Rsos 'a m
FL-6163.1 0
n
swEr 3 a 4 p
I
`"/2x BLOCK
28
NP. HEAD
S
o e
I/r ANNEALED GLASS
JE�EAIR SPACE 1 80;
t W
1 /8' ANNEALED GLASS i n k-
8
ni
7/16'GLASS 30 518 OVERALL Y $ m= b i
BRE GLASSTHK. E E
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n msn 1.6 8
G 1 Glarin DefaO
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14 lock Meefin Ran To 13 fixed Meefin Ron Boflam H O c
Reinforcement Reinforcement
& t m
6 m
• THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 082`
LIS
aur -- I 7r
L�-- O � f •---�– I.Ic
oDT I II c
hT onr T— O 06Q --I
I I' 6. 1� to F -f J o.9r a I IS Bottom IlR Ran a Sash lock Ran to
Reinforcement i4 Rolnforcemord
6 Extruded PVC Bottom UR ROD S Extruded PVC To RCD i
4 Extruded PVC MeeRn RoB e
2.69' 2.69` —�
I 1.19`
�I D L I 079 0 u
o L z C
c L 0.79' = ��' atm. 11/19/08 =
r H _ 0.79' h,j–�aJ1 WALL
°
m P N.T.S.
L p T mm On DWS m
oa fr. LFS 3
PVC Mein frame I 2 PVC Sol 7 Extruded PVC Stile 3 Extruded PVC G Dead Extruded PVC Gkrbna Beod Extruded PVC Glaring Dead 6R^W-6163.1 c
1 �iN Ilonge •ith flange n
BILL OF MATERIALS
REM DESCRIPTION MATERIAL
1 EXTRUDED PVC MAIN FRAME FLANGE M2161' 0.015 MIN. WALL 1HK. PVC
2 EXTRUDED PVC SIU (FLANGE) A2163• X0.075 MIN. WALL 1HK. PVC
3 EXTRUDED PVC GLAZING BEAD INTERLOCK 83557' 0.062 MIN wAll THK.) PVC
d EXTRUDED PVC MEETING RAIL 82167• 0.070 MIN. WAIT THK.) PVC
S EXTRUDED PVC TOP RAIL 82908. 0.010 MIN. WAL1 Ly
e.
L THK. PVC
6 EXTRUDED PVC BOTT M uFi RAIL 82806• X0.070 MIN. WALL 1HK.� PVC
7 EXTRUDED PVC STILE 82905' X0.070 MIN wAll 1HK.) PVC
8 EXTRUDED PV B (KEEPER) 8 10.062 MIN. All PVC
9 EXTRUDED PV GLAZING B VERs. S H RT. A2217• 0.062 MIN. WALL 1HK. PVC
10 OPERABLE SASH LOCK -
I 1 SASH KEEPER •2240 STEEL
12 FIXED MEETING RAIL RHNF. POP) 0.060' GALV, STL STEEL
13 FIXED MEETING RAIL RHNF. �B POM 0. GALV. SR. STEEL
Id LOCK RAIL RHNF. P O.OdB` STEEL
I S BOTTOM UFT RAIL S SASH RBNF. 0.060' GALV. Sri. STEEL
16 WINDOW SCREEN -
17 WEATHERSTRIP PILE W/RN .187 x .210. LOCK RAIL S SASH (ULiRAFAB� -
18 WEATHERSTRIP PILE W/RN .187 x .230. FIXED MEETING RAIL ULTRAFAB
19 WEATHERSTRIP PILE W/RN IB1 x ISO. SILL ULTRAfAB
20 WEATHERSTRIP VINYL BULB .18T x 375' 0 AMESBURY
22 GLAZING COMPOUND (DOW 8I 199 SILICONE
3 88 x I.3/d' PPH SMS STEEL
2d 1/d` x 2.3N' ELCO OR I1W CONCRETE SCREW STEEL
25 2X BUCK SG >= 0.55 WOOD
26 1/rMAx SHIM SPACE WOOD
27 MASONRY •3,192 PSI MIN. CONCRETE CONFORMING 10 AG CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
28 I/r x 2.3/d' FICO OR T1N CONCRETE SCREW STEEL
29 Ix BUCK WOOD
3D INTERCEPTS
STEEL
o e
I/r ANNEALED GLASS
JE�EAIR SPACE 1 80;
t W
1 /8' ANNEALED GLASS i n k-
8
ni
7/16'GLASS 30 518 OVERALL Y $ m= b i
BRE GLASSTHK. E E
��Jl of .-4 c
n msn 1.6 8
G 1 Glarin DefaO
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14 lock Meefin Ran To 13 fixed Meefin Ron Boflam H O c
Reinforcement Reinforcement
& t m
6 m
• THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 082`
LIS
aur -- I 7r
L�-- O � f •---�– I.Ic
oDT I II c
hT onr T— O 06Q --I
I I' 6. 1� to F -f J o.9r a I IS Bottom IlR Ran a Sash lock Ran to
Reinforcement i4 Rolnforcemord
6 Extruded PVC Bottom UR ROD S Extruded PVC To RCD i
4 Extruded PVC MeeRn RoB e
2.69' 2.69` —�
I 1.19`
�I D L I 079 0 u
o L z C
c L 0.79' = ��' atm. 11/19/08 =
r H _ 0.79' h,j–�aJ1 WALL
°
m P N.T.S.
L p T mm On DWS m
oa fr. LFS 3
PVC Mein frame I 2 PVC Sol 7 Extruded PVC Stile 3 Extruded PVC G Dead Extruded PVC Gkrbna Beod Extruded PVC Glaring Dead 6R^W-6163.1 c
1 �iN Ilonge •ith flange n
BILL OF MATERIALS
REM DESCRIPTION MATERIAL
1 EXTRUDED PVC MAIN FRAME FLANGE M2161' 0.015 MIN. WALL 1HK. PVC
2 EXTRUDED PVC SIU (FLANGE) A2163• X0.075 MIN. WALL 1HK. PVC
3 EXTRUDED PVC GLAZING BEAD INTERLOCK 83557' 0.062 MIN wAll THK.) PVC
d EXTRUDED PVC MEETING RAIL 82167• 0.070 MIN. WAIT THK.) PVC
S EXTRUDED PVC TOP RAIL 82908. 0.010 MIN. WAL1 Ly
e.
L THK. PVC
6 EXTRUDED PVC BOTT M uFi RAIL 82806• X0.070 MIN. WALL 1HK.� PVC
7 EXTRUDED PVC STILE 82905' X0.070 MIN wAll 1HK.) PVC
8 EXTRUDED PV B (KEEPER) 8 10.062 MIN. All PVC
9 EXTRUDED PV GLAZING B VERs. S H RT. A2217• 0.062 MIN. WALL 1HK. PVC
10 OPERABLE SASH LOCK -
I 1 SASH KEEPER •2240 STEEL
12 FIXED MEETING RAIL RHNF. POP) 0.060' GALV, STL STEEL
13 FIXED MEETING RAIL RHNF. �B POM 0. GALV. SR. STEEL
Id LOCK RAIL RHNF. P O.OdB` STEEL
I S BOTTOM UFT RAIL S SASH RBNF. 0.060' GALV. Sri. STEEL
16 WINDOW SCREEN -
17 WEATHERSTRIP PILE W/RN .187 x .210. LOCK RAIL S SASH (ULiRAFAB� -
18 WEATHERSTRIP PILE W/RN .187 x .230. FIXED MEETING RAIL ULTRAFAB
19 WEATHERSTRIP PILE W/RN IB1 x ISO. SILL ULTRAfAB
20 WEATHERSTRIP VINYL BULB .18T x 375' 0 AMESBURY
22 GLAZING COMPOUND (DOW 8I 199 SILICONE
3 88 x I.3/d' PPH SMS STEEL
2d 1/d` x 2.3N' ELCO OR I1W CONCRETE SCREW STEEL
25 2X BUCK SG >= 0.55 WOOD
26 1/rMAx SHIM SPACE WOOD
27 MASONRY •3,192 PSI MIN. CONCRETE CONFORMING 10 AG CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
28 I/r x 2.3/d' FICO OR T1N CONCRETE SCREW STEEL
29 Ix BUCK WOOD
3D INTERCEPTS
Permit No. 2.' "I
Tax Folio No. -p" „ 9 3�.51.5— d G C)b-- 007
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
IgRYME MWAE, 02IN OF CIRCUIT COURT
SEMINOLE L'AIIMAY
8K 0 710 Pg 0802; (lpg)
CLERK'S *2'O L 20 L 4829
REMRDED 02/07/2012 0203s31 PH
RECORDING FEES 10.00
REGI W HY J Eckenroth (all )
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.
1. Descri tion Of O e (legal description of the property, and street address if available)
P P Y' (g P P PAY.
7 `7 -
A
2. General description of improvemer,
.?i 3. Owner information: Nam07 n
e:
1�� Address:
&b. Interest in property:12
c. Name and address of fee simple titl
Addres-
4. Contrac
c. Address
5. Surety
Address:
eholder (if other than Owner): Name:
b. Amount of bond: $
6. Lender: Name:
Address:
b. Lender's phone number:
7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes: Name:
Address:
8.a. In addition to himself or herself, Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.130)(b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement (the expiration date is 1 year from the 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 I,
SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF
Signatory's Title/Office
The foregoing instrument was acknowledged before me this day of (year) , by (name of person) as (type of
authority, ... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) .
(SEAL) SEAL 001111mbN��i
Signature of Notary Public `�Jlbl0N •�" ��i4G
Personally KnownOR Produced Identification ` �:' �L �,Typ%7Af Ic
Verification pursuant to Section 92.525, Florida Statutes: U". aof
the c stated in it are true to the b of ray
�09
knowledge an
s./ o ••�
; b10Z a�.•�
SNI
Rev.date3/2008 ral Person Signing Above ,'*;;;•;;';`O7\\1�
Produced
declare that I have read the fot6S(tFW fty
14ARYANNE MORSE
CLERK OF CIRCUIT COURT
SEMINOLE COUNTY. FLORIDA
DEPUTY CLERK
FEB 0 7 2012