HomeMy WebLinkAbout701 W 24 St (3)CITY OF SANFORD PERMIT APPLICATION
Permit # : iJ ( - 350
Desc""ri'ptio mrofoWck7
Historic District:
Date: l7G 1 O$ 1 9
r-
17C7
s
OSJAA All Total Square Footage
Zoning: I^IiValue of\Vo'k-15 3t Oy
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 1,001 _
Electrical: New Service - q of AMPS Addition/Alteration Change of Service ;temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: q of Fixtures q of Water & Sewer Lines q of Gas Lines
Plumbing/New Residential: p of Water Closets Plumbing Repair - Residential or Commercial _
Dccupancy Type- Residential Commercial industrial
Construction Type: q of Stories: q of Dwelling Units: Flood Zone: (FF.MA form required)
3waers Name'&Address: A -E.iC
11 l P.hnn"r kj- O 1 — YA O — ,-1 1 --1 ,.L
contractor Name & Address:
hone & Fax:
3onding Company:
ddress:
Mortgage Lender.
ddress:
krchitect/Bngineer:
ddress:
Contact Person:
Stale License Number:
Phone:
Fax:
kpplication 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
ssuance 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
termit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOIS, FURNACES, BOILERS, HEATER.S,1'ANKS, and
UR CONDITIONERS, etc.
WNER'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
onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN
1TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
40TICE: 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
his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Lcceptance of it is verification th ify the owner of the property of the requirements of Florida Lien Law, FS 713.
dam, 3,
Sigq, , _ _e o-f-0_w_ncr_/A Date Signature of Contractor/Agent
I
Sign o Statc&,&Mla$TON Date
MY COMMISSION* DD IOMI
EXPIRES: February 25, 2W?
14003-NOTARY FL Notary l]1ScourA Awoc. Co.
Owner/ ant is rsonally Known to Me o
Produced ID i IX GO mo/
Z>
PPROVALS: ZONING: UTIL:
r\ 1. i
pecial Conditions:
CV 03/2006
FD:
Print Contractor/Agent's Name
Signature of Notary -State of Florida
Date
Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
llII
ENG:
t
BLID :
Atlk
INSPECTION REPORT
AND
NOTICE OF NONCOMPLIANCE
INSPECTION DATE: Permit #
o -/7-o6
ADDRESS:
7o/ yjEsT Z1/rH SMC-67'
INSPECTION TYPE
FOOTING ROUGH FINAL
FOUNDATION X, BLDG. CONST. ENERGY
HVAC ELECTRICAL PLUMBING
AN INSPECTION OF THE ABOVE HAS DISCLOSED THE FOLLOWING CONDITIONS:
O Alo IrvoJ2k AT APP2Ess
rot OX /'l tiG- L,,,-r/
L 1 C6--&60 CoA-,rR A(-702 S 4P-E lei/
Tl41 s S roP LvoA W o10612- w/ c G 136 //v
PIA 6 tiTi His 2S.St,C J S /(L,Sdc.l ,
CONTRACTORS: PLEASE LEAVE THIS LIST ON JOB SITE
NOTICE OF NONCOMPLIANCE: ALL CITED CONDITIONS SHALL BE
CORRECTED WITIN 30 DAYS AFTER WRITTEN NOTIFICATION, UNLESS AN EXTENSION
OF TIME IS GRANTED.
TD/'' y
INSPECTOR TELEPHONE
CITY OF SANFORD BUILDING DIVISION
OWNERIBUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
wne uilder nature Date
Print OwnerAauilder kaWE BIANTON
MY COMMISSION* DD 18MI
EXP ES: February 25.2007
ARY Nc=A Assoc. Co.
Signature'of Notary —State of Florida Date
Owner is Personally `mown to Me 4or has
iProducedID i-ce/3 0
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
CSfi lII 1G!-!7i'oONs crw, r.•. i:: '• •:;5:: :
PROPERTY
APPRAER r 3Efi+,Ri_
CGtf!•.'9 rL. I1.0 .
8 4:-..
3 t•0 4 i,'r`r:-.}: _ _': 'C?:}' :.;i r ::{.;:'
E' •
tGi4 • •x. 2007 WORKING
VALUE SUMMARY GENERAL Value
Method: Market Parcel Id:
36-19-30-524-1400-0110 Number of Buildings: 1 Owner: PONTES
ALEXANDRE L Depreciated Bldg Value: $44,878 Mailing Address:
607 W 24TH ST Depreciated EXFT Value: $0 City,State,
ZipCode: SANFORD FL 32771 Land Value (Market): $42,189 Property Address:
701 24TH ST W SANFORD 32771 Land Value Ag: $0 Subdivision Name:
DREAMWOLD 3RD SEC Just/Market Value: $87,067 Tax District:
S1-SANFORD Assessed Value (SOH): $87,067 Exemptions: Exempt
Value: $0 Dor: 01-
SINGLE FAMILY Taxable Value: $87,067 Tax Estimator
SALES 2006
VALUE SUMMARY Deed Date
Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,731 WARRANTY DEED07/
2006 06333 1943 $100 Improved No 2006 Taxable Value: $87,964 QUITCLAIM DEED04/
1989 02063 0364 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM Find Comparable
Sales within this Subdivision ASSESSMENT LAND LEGAL
DESCRIPTION Land Assess
Method Frontage Depth Land Units Unit Price Land Value PLATS; Pic k: FRONT FOOT &
123 136 .
000 350.00 $42,189 LEG LOTS 11 + 12 BLK 14 3RD SEC DEPTH DREAMWOLD
PB 4 PG 70 BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE
FAMILY 1951 3 896 1,332 896 CONC BLOCK $44,878 $71,804 Appendage / Sgft
OPEN PORCH FINISHED / 48 Appendage / Sgft
ENCLOSED PORCH UNFINISHED / 100 Appendage / Sgft
CARPORT UNFINISHED / 264 Appendage / Sgft
OPEN PORCH UNFINISHED / 24 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 valore tax purposes.
If you
recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. re_web.
seminole_county_title?parcel=36193052414000110&cpad=24th&cpad_num=701 810/19/2006
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1i- `/ OFFICE
PLANS REVIEWED
CITY OF SANFORD
1
ALEXANDRE L. PONTES
701 WEST 24TH STREET, SANFORD, FL. 32 771
RENOVATIONS:
PLANS REVIEWED
CITY OF SANFORD
CONCRETE BLOCK HOUSE APPROXIMATELY
900 SQ. FT. LOCATED ON 2 CORNER LOTS
REPLACE 10 WINDOWS - BETTER BUILT
DOUBLE GLASS ALUMINUM FRAME - 140
MPH WIND ZONE A kk 11
REPLACE 3 EXTERIOR STEEL DOORS & 4
INTERIOR WOOD DOORS
FLOORS - EXISTING WOOD FLOORS
WERE DAMAGED WE ARE TILING THE
ENTIRE HO HARDIBOARD IS BEING
USED A ASE FOR THE CERAMIC TILE.
BATHROOM FLOOR AND 4 FT ON THE
WALL AND BATHTUB SURROUND WILL BE
TILED. NEW BATHTUB IS BEING ADDED
AND EXISTING TOILET AND SINK WILL BE
USED. HOT WATER HEATER WAS MOVED
FROM THE BATHRO r\4j--.,
CLOSED TO THECARPORT. e c ce- e- vJ V,A-cam ` p
KITCHEN
INSTALLED A
PAINT -
INTERIOR
0
NE BINETS WILL BE
THNEWAPPLIANCES
COMPLEX" EXTERIOR AND
PLANS REVIEWE
CITY OF SWORD
AWk MW 41 FLO:A
C
8Omcl
13UILDINC
140 Wg-St I" 6urrE 160-2-
PRODUCT CONTROL NOTICE OF ACCEPTANCE 33130-1562
S) 375-290F
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76 N Pry SECTION
365) 375-2551
Pittsburgb KS 66762
CONTRA,Lo
3 6
T DIVISION
3 Q5) 375-2908
Your application for Notice of Acceptance (NOA) of.
t DIVISION
305)372 -6339
Entergy 6-8 WE Inswing Glazed Double w/sidelites Residential Insulated Stij
under Chapter 8 of the Code of Miami -Dade County governing the use of Alteri Types of
Construction, and completely described herein, has been recommended for accojo.--t: jo
County Building Code Compliance Office (BCCO) under the conditions specifiedIti
I ii mi-Dade
This NOA shall not be valid after the expiration date stated below. BCCO res6: s't 0:: eoure this
product or material at any time from a jobsite or manufacturer's plant for quality :Iob If this
product or material fails to perform in the approved manner, BCCO may spend the
use of such product or material immediately. BCCO reserves the right to re A if it is
determined by BCCO that this product or material fails to meet the req t : h:: Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.17
EXPIRES: 04/02/2006 Raul
Chief..- Pt iion
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECISIC, A K L
CONDITIONS
BUILDING CODE & PRODUCT REVIEW CoAUM7TEk..
This application for Product Approval has been reviewed by the BCCO and jjAW buildinguildingTE; Code and Product Review Committee to be used in Miami -Dade County, Florid' p itions set
forth above.
DirecW.,
Miami;-lb w
APPROVED: 06/05/2001 Buildi4 u je Office
Premdor Entry Svst, ems ACCEPTANCF 314,1
APPROVED i
i
7001
EXPIRES 1 2006
NOTICE F ACCEPTANCE• SPECIFIC CO
1. SCOPE i
1.1 This renews the Notice of Acceptance No. 00-0321.19 which was: iss4id ' 1j it 8, 2000.
approves a residential insulated door, as described in Section 2 of`o1fi!AcceptantdesignedtocomplywiththeSouthFloridaBuildingCode (SFBC), 1PP. #Miami
County, for the locations where the pressure requirements, as C1
Da
Ater 23, not exceed the Design Pressure Rating values indicated in the a rovldlaLil
2. PRODUCT DESCRIPTION i
2.1 The Series Entergy 6-8 S/E Inswing Glazed Double Reside ptl: teel Doo
w/Sldelites and its components shall be constructed in strict c i e followu
documents: Drawing No 31-1028-EM-I, Sheets 1 through 6 of 6, titled` rgy BranDoubleDoorwithSideliteswith1/8" Glass- in a Wood Frames; p ThreshoInswing)," prepared by manufacturer, dated 7/29/97 with revision C :ice::: i bearing t) Miami -Dade County. Product Control approval stamp with the Notice l ofI cc dumber iu
approval date by the Miami -Dade County Product Control Division; `' c i Iments shi
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single': shown in
approved drawings. Single door units shall include all components desc#ibC e leaf of
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overt aoi suI I i2e glebetweentheedgeofcanopyoroverhangtosillislessthan45degrees. LTi in
non -habitable areas where the unit and the area are designed to accept wafer it n4. i
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed H ce with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit: ' hurricac
protection system.
S. LABELING i
5.1 Each unit shall bear a permanent label with the manufacturer's name of logo; a
4
d
following statement: "Miami -Dade County Product Control Approved''::
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of theo1loav
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Sectic ' 2 e of
Acceptance, clearly marked to show the components selected f6k: i ation.
6.1.3 Any other documents required by the Building Official or the Soti{th 1 ing Code
SFBC) in order to properly evaluate the instal 'on of this sysi
Man el Perez, Ply
R
Examine
Pr ontroIDvisi
2 {:
Premdor Entry Systems ACCEPTAN: Pit. N'i
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: STANDARD CONDI
1. Renewal of this Acceptance (approval) shall be considered after a ren6*41 J
and the original submitted documentation, including test supporting dat ' ' :
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the mii lil
state, and the following statement: "Miami -Dade County Product Co --
specifically stated in the specific conditions of this Acceptance.
I Renewals of Acceptance will not be considered if -
a. There has been a change in the South Florida Building Code WOO
product and the product is not in compliance with the code changeo.. b. The product is no longer the same product (identical) as the one or
C. If the Acceptance holder has not complied with all the qui
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the re4*(k
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the rW
automatically be cause for termination of this Acceptance, unless prior.; wflti
requested (through the filing of a revision application with appropriate: : : iffoe):
office.
5. Any of the following shall also be grounds for removal of this Acceptance',':
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for :9
other purposes.
6. The Notice of Acceptance number preceded by the words Miami-Dadi Gow
followed by the expiration date may be displayed in advertising literature. 11:
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other doci mfo.
shall be provided to the user by the manufacturer or its distributors and 4411
inspection at the job site at all time. The engineer needs not reseal the come
8. Failure to comply with any section of this Acceptance shall be cause for ileii:
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPWCFe
24/7/2 J,0,
ManueYl?e-reiz. PAII Pi
3
a been fil.
currents,
ie, city,
as
Ition of tI
I.:
acceptant
ion initial
Mall
las been
Y this
ing or an
nd
of the
Premdor Ingm &stems ACCEPTANC. 1A Igo. 3 14.17 05
2001 APPROVED: EXPIRES
U i:112. 2006 NOTICE
OF ACCEPTANCE: EVIODENCE For
File ONLY. Not pan qfNOA.) A.
DRAWINGS 1.
Manufacturer's die drawings and sections. 2.
Drawing No. 31-4028-EM-1, Sheets I thru 6 of 6, "Premdor: il uble Dc touwithSideliteswith1/8" Glass- in a Wood Frames with a Bumper' f ing)," prepared
by manufacturer, dated 07/29/97 with revision C dxt6d0:1
B.
TESTS 1.
Test reports on 1) Air Infiltration Test, per SFBC PA 202-94 2)
Uniform Static Air Pressure Test, Loadini...., p6i S 94 3)
Water Resistance Test, per SFBC PA 20294: 4)
Small Missile Impact Test per SFBC, PA 201-04: 5)
Cyclic Wind Pressure Loading per SFBC, P:A'2.. 6)
Forced Entry Test, per SFBC 3603.2 (b) a49A. along
with marked -up drawings and installation diagirait 6 double do with
1/8" glass in a wood frame with bumper thresh6ld6i p ational Certified
Testing Laboratories, Test Report No. NCTL-- 21 S) (F), dated
01/30/97 revised on May 28, 1997, tested an Jani.ar'yA tned and scaled
by Barry D. Portnoy, P.E. C.
CALCULATIONS 1.
Anchor calculations prepared by Product & Application Engine'' ' ject No. c. 0102,
Report No. 02, dated December 27, 1996, signed David Terwilleger,
P.E. D.
MATERIAL CERTIFICATIONS I.
Tensile Test prepared by ATC Associates, Inc., Report N6.- 071 abruary 1997,
for steel samples, tested per ASTM E8-96 after the coo 1 ved, sign and
sealed by Peter G. Read, P.E. 2.
Report titled "Small Scale Fire and Hose Stream Tests on 20. F;:Elastop( Foam -
Core Door prepared by Underwriters Laboratories, 8466, test per
ASTM E-152, dated July 3, 1997, signed by Dick Walthiii: by Howe Gruszynsld.
3.
Report #WFU495-0941, tided "Report On The Fire Endurainoe' St earn Tcsti Of
Two Single Swing 3' 0" x 7' 0" Door and Frame Assepxbli ohzy Wal prepared
by Warnock Hersey International, Inc., and tested ted1*, E-152, December
15,1988. B-
1
Premdor-Enta Systems ACCEPTANCE
APPROVED
EXPIRES
Opp: 01
NOTICE OF ACCEPTANCE: EVEDENC
For File ONLY. Not part of NOA.)
4. Report No. 114884-1, tided "Flammability" per ASTM D635 i of Bumi
and/or Extent and Time of Burning of Self -Supporting PlasdP:s' Positior
prepared by SGS US Testing Company Inc., dated Nov. 24,': 19 d scaled
Joseph G. Cappetta, P.E.
5. Report No. 114884-2, titled "Ignition properties" per ASTAP11
Properties of Plastics," prepared by SGS US Testing Compa4y 11 w . .24,19!
signed and scaled by Joseph G. Cappetta, P.E.
6. Report No. 114884-3, titled "Smoke Density" per ASTM :0 2 e4surmg I
density of Smoke from the Burning or Decomposition of Plitit . i . c b . y SGS I
Testing Company Inc., dated Nov. 24,1998, signed and sealed by ppetta, P.
7. Report Tided "Tensile Method for Plastics, d638,mia," sped White Fi
Control," dated 5/16/99, prepared by Celotex.
8. Report Titled "Tensile Method for Plastics, d638,mia," sjp*jpe White Fi
Exposed," dated 5/10/99, prepared by Celotex.
9. Report Titled "Tensile Method for Plastics, d638,mia," Tan Fi
Control," dated 5/16/99, prepared by Celotex.
10. Report Titled "Tensile Method for Plastics, d638," specimen.. I' Weather
12 month Exposure," dated 12/8/99 prepared by Celotex.
11. Summary Report for ASTM D-1929-, ASTM D-2843-V ASIT M M G-261
638-, prepared by ODL, dated August 26, 1998, signed: an d Steven
Wilkening, P.E.
12. Report No. ODL-01-02-01, titled "Standard Practice for OP t: Expost
Apparatus (Xenon -Arc Type) With and Without Water for r i-mertal
Materials" per ASTM G 26 and "Standard Test Method for Te:n:si ' t of Plastic
per ASTM D 638, dated December 14, 2000 for ODL BP P lite fraz
material, issued by PRI Asphalt Technologies.
E. STATEMENTS
1. None
F. OTHERS
1. Notice of Acceptance No.00-0321.19 issued to Premclor Entry :Sys i r; r Premdor
Entergy Brand) Double Door with Sidelites with 1/8" Glass -`::a Swith . a
Bumper Threshold (Inswing) dated 04/28/00, expiring on GO` I
Examin
E-2
Premdor Entry Systems ACCEPTANCE. No.:
11 2001APPROVED
EXPIRES 2006
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVII
For File OIVL Y. Not part of NOA-)
TESTS PERFORMED: RESULTS:
TEST
AIR INFILTRATION @ 1.57 PSF
TEST LOADS
z
S
SFBC PA 202-94 (0.50 CFW?)
0.17 CFIM
UNIFORM STATIC PRESSURE @ DESIGN LOAD 50.5 PSF F PSFSFBCPA202-94 POSITIVE
UNIFORM STATIC PRESSURE DESIGN LOAD 50.50 PSF gFSFBCPA202-94 NEGATIVE
WATER RESISTANCE (PSF) Not Qualified I
SFBC PA 202-94
UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD 114.0 PSF gFSFBCPA202-94 POSnaw
UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD 114.0 PSF
SFBC PA 202-% NEGATIVE
FORCED -ENTRY RESISTANCE (FER) SATISFACTORY
SFBC Section 3603.02 and SFBC PA 202-94
Design Pressure Rating (Posidye)) SF
Design Pressure Rating (Negative)
Manuel F.E*, ILLLJ.
am int
Product Control Divisi T
E-3
142
ATTACH
STRIKE
AND TH
FLATNE
1.) woo
PROPER
2.) THE
DUAL IF
A.
SYSTEM
OPENIMI
B. MASC
DOOR:
STRUCT
C. MASC
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SME IY
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MINIMUM
OR 3/lE
INTO IU
UNIT
6 LA1
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7. DOO
CORNE
e
INHIBII
9. FRA
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8' GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (INSWING)
NAL
146 1/t•
37 1/.•
KU
rua
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r Iua
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MUST
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TWO BY
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TO:A
MINIMUM TWO BY OVSTRUCTION WHERE DIRECTLY
TO CONCRETE
OUT A NON-
STRUCTURAL TO BE 410
WITH INTOEWOOD SUBSTRATE H
1 V2'
HININU14 EMBEDMENT 1 WITH 'MIAMI-
DADE COUNTY JAMB INTO HEADER
ON SIDELITES PER ;IAMB INTO
THRESHOLD ON I AT SIDE
BY SIDE ac tr c.
Lir ac..J-its ac rut rut NAarust1aa . WAS . IT .
r
roc
sT.ruT rR! IB x1'
LONG IN ALL REMAINING
HOES EB t
1
3/4" LONG fLAT11EAD SCREWS ASTRAGAL
1 L.
H
INSWING
PH. INSWING IllY(Hi: 1;
a'I,YTL'I;lll I:frt. rr.T E
t ar;ulr:W•ni>tNnB>.71.-rr i T; rm iT>•
r, l l} n:llrl>i tn>si Tl.->rti I UNITS Ml
BE INSTALLED ONLY AT LOCATIONS OVERIM SID THAT
THE ANGLE BETWEEN THE CODE TO SILL IS
LESS THAN 45 DEGREES. INLESS WIT 1 NON-HAIITABLE AREAS
WERE THE UNIT AND THE ARE ACCEPT WATER INFILTRATION.
IDELITE JAMBS, AND
SIDELITE BASE NEB. M A
WATER -
BASED EPDXY RUST Y rILM THICKNESS
OF 0.0 TO 12 MIN. ITN AN ACRYLIC
LATEX WATER-IASED/ A DRY FILM
THICKNESS OF 0.8 TO 12 MIL. APPROVECI Aa OGMPLV"
VeM 71E som cm Nn
N91 IMNrEUN
0%
f10E
ACCEPTANCENO.OT'03NY.
17 PROT[CTfO BY A
CANOPY OR O CAM" OR OVEIINAK
S INSTALLED IN A
ARE DESIGED TO
1028-EM-1 r
SHEET 1.OF 6
vN1111L1111 . C
8[
64'
MAX DLO
1 3
4 9/16'
SECTION B-B
EXTERIOR
Trri SKIN Bi I,1 om -AD NUMlowsmir
BOTTOM DIAWL
ruw-'-- ITY...T3'ltislfis.......................... EN-
07 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL K
EM-09 1' X 9 1/2- NTL. TO BE PINE OR EQUIVALENT ID9STRIKESTILECH-06 PRENDOR BRAND - 1 11/16' - 20 GA STEEL 11
HINGE STILE EN-05 PRENDOR BRAND - 1 11/16' - 20 GA STEEL LOCK
PREP FILLER PLATE EN-10 PREMOOT BRAND - .050' THICK- MTL. TO BE PDL 4'
x1• HINGE M-16 H(AGER BRAND HINGE OR EQUIVALENT - .097 THI 4
WOOD HINGE JAMB 1 1/4' X / 9/IV MTL. TO BE PINE OR EOUIVALEI 110-
24 x 1/2' F.MN.S. 4) SCREWS PER NINE INTO DOOR 6
110X2'FHVS. Him lmw WIN 10111 Offilm-5—MU" IrDLIA "
w t2 wAK AU INTO SURITE A". 4' 1 SgVS
bMA7l IAbr SIL[Lltt JMI Ix)D SIILLItt. 4• W,
W ISY = TKEKTER v
v
REFER TV ELEVATIDII VIEW, FDR 1 IF SCREVS USED AND 110
K 3/4' F.H.V.S. 2> SCREWS PER HINGE INTO JAMB 9
18 x 2' FHVS. 2) SCREWS AT EACH STRIKE RATE LOCKSET
KVIKSET BRAND EDD LOCK OR HARLOC BRAND 1 110
X 1 3/1' FHVS. 2) SCREWS PER HINGE INTO JAMB WOOD
SIDELITE JAMB EN-18 1 114' X 4 9/16' MTL. TD BE PINE OR EQUIVALEN 22'
X 64' SINGLE PANEL GLASS EII-I9 r SIDELITE
TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUI 1
1 / 4' WOOD
CASING EN-21 V r TERS N FDI '
fl IY :(Ic As xu. A 0
WOOD SIDELITE HEAD AND EN-22 11 1/4' X 4 9/16' NTL. TO BE PINE OR EQUIVALEN WOOD
SIDELITE BASE EN-23 11 1/4' X 4 9/16' NTL. TO BE PINE OR EQUIVALEN POLYPROPYLENE
WE FRAME 1613, OBL-2 HP Polypropylene by ODL 0
6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME r SIDELITE
STILES EN-8 15/16' X 1 11/16' NTL. TO BE PINE OR EDUIVALEN' 1
PIN WAIL Yr LD6 MR. or r Ism at as r IL AKwTOt Lsp DN Jul DOW
SILICONE #995 n
IxvNloN)
OFFIft
ACCFITmm )
A7. a - 02 1 V. / 7 1028-
EM- SHEET
3 OI R[
VISIOH alias
LZ .2-6 m " Ai
av 7.
2 BY WOOD BUCK
17
1/4' SHIM MAX
3/4'
1 1/4'
79 3/16'
NTERIOR MAX
80 11/16' 64' EXTERIOR
MAX MAX DLO
PLEASE SEE 'GLAZING DETAIL'
DRAWING #31-1028-EM-I
SHEET 2 OF 6
1 3/4'
f • ''
e
1 1/4'
7
DOW SILICONE #995
0 IME MPITY I UMATM Va A
W 1'
O1 N-6n.. SHEET 4
ma y° IEVM (If p
OTHER DOOR CONFIGURATIONS
AM. AM.
SHEET 5 -CIF 6
PD-10 PP-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PO-26 PD-27 PD-20 P/-29 PD-30 PO-31 PD-32 PD-33 PD
0 0 i DDD 8 9D UBsD D OD ;
DD DD ODI UUII ODU DD DD O
PO-35 PO-36 PD-37 PD-38 PP-39 PD-40 PD-11 PD-42 PD-43 PD-13A PD-430
36'
MAX
79
M 0 6 D
SLID Si-21 SL-3D SL-60 SL-50 SL-SDI SL-6% SL-690 SL-69C SL-25 SL-55 SL-30D SL-41 SL-9D6 SL-901 SL-90C SL-301 SL-30C SL-70
APP.MTD AS c-ftywo ym
S%IHFI,q@A D04000E Mt oplimts
DA JYUR
oil PREM N M 31-1028-EM
aumor 0 L mn®1
MMDMCOX mWLVACE Al1alm SHEET 6
LOWES
BETTER BILT
WINDOW AND DOO.
FLORIDA CODE B
MASTER FILE COPIES
flA01 REVIEWED
ITS OF SANFORD
NOTICE: THESE ARE.
MASTER FILE COPIES
DO NOT REMOVE
STORE,
OFFICE
BetterBih Doors & Windows
650 West Market Street
AtwBilt' P.O. Box 370 7:)7.36=.3300
aswr vatDoevs Gratz, PA 17030-0370 717 36:.3596 Fax
LOWE'S
NEW FLORIDA CODE
BE I I ERBILT PRODUCTS
Approved products to 140-mph wind zone:
3740 series aluminum single hung ond:::A
3240 series vinyl single hung window
470HP series patio door
3910 series vinyl patio door
Please note: Our size limitations have changed it
order to pass the new Florida code.
Some larger window units are no longer a4lable' due
to the new Florida code.
Any questions please contact our customer ;servile
team.
fivia;on of
THIS FENESTRATION PRODUCT COMPLIES* WITH THE
NEW FLORIDA BUILDING CODE
FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF HEIGHT OF 30 FT. ORLESS,
EXPOSURE 15- (WHICH IS INLAND OF A LINE THAT IS 1500 FT. FROM THE COAST),
AND WALL ZONE "5" (INSTALLED NEAR THE CORNER OF THE SUILDII03).
PER ASTM E1300, THE CORRECT GLASS THICKNESS, BASED ON THE NEP: T/VE
DESIGN PRESSURE (DP) LISTED BELOW, HAS BEEN INSTALLED IN THIS UNIT.
THE GLASS THICKNESS IS BASED ON ITS' WIDTH, HEIGHT, AND ASPECT F+iATlO.
WIND ZONE: 120 MPH
DESIGN PRESSURE (DP): + 25.9 .:1. -
THIS PRODUCT MEETS THE REQUIREMENTS FOR STRUCTURAL LOADS,: WA AIR
INFILTRATION PER ATTACHED AANA PERFORMANCE LABEL.": IF
LOADS ARE PLACED UP TO OR EXCEEDING THE TESTED LEVEL MAY
BE ALTERED IN SUCH A WAY THAT FUTURE PERFORMANCE % COMPLIANCE
MUST INCLUDE INSTALLATION AC( MANUFACTURER'
S INSTRUCTIONS AND FLORIDA CODE ILA
BE R. 1NG
TO . 7
IAND
THAT
UCT
JCED.
MIP-
466
LOWES CONTACT NUMBERS
BETTER BILT Wmows:;;::`,
CONSUMER SERVICE 1-888-2
FAX# I=888-295-4096
A) TO ORDER MERCHANDISE.
B) FOR INFORMATION ABOUT A PURCHASE OF09ft,
C) CALL AND FAX ORDERS ON WINDOWS OVER 70". OAOELANDEQUALSASHESMUSTBECONFIRMED.'. I
D) GRIDS MATCHING TO ADJACENT WINDOWS": MUST ::: AlE
REQUESTED UNDER SPECIAL INSTRUCTION&
REPAIRS AND REPLACEMENT PARTS
1-800-949-3818
FAX # 1- 717-365-3 780
wh
A) CALL IF MERCHANDISE NEEDS REPAIR.
B) CUSTOMER CAN CONTACT DIRECTLY IF THEY, HA
PROBLEM WITH STOCK WINDOW WITH REC*94ft!.
C) CUSTOMER CAN CONTACT DIRECTLY FOR
AJ-g::..: ciAL
ORDER IF THEY HAVE PURCHASE ORDER N:. 1 ]§tR.11
D) ALL SPECIAL ORDERS ARE ACCURATE W Hj . . . ;::4ITHI1±1 1/8:.
E) GRID MISALIGNMENT WILL BE HANDLED BV, wt-R:E
AElft T-.
DEPARTMENTIFTHEADJACENTWINDOWSP:
ORDERED
TO ALIGN. BUILDING
CODE A)
PLEASE SUGGEST ALL CUSTOMERS USE OUR'..W.WEllsWWW.
NtlHP.CON;l. ENCOURAGE THEM TO PlUl:-*'; OWN
TEST REPORT FOR THEIR BUILDING IN9'1,lk CT B)
THERE ARE TWO KINDS OF REPORTS: 1)
STRUCTURAL- THE STRENGTH OF THE; ...., boo 2)
INSTALLATION CERTIFICATION- HOW j70 IN iSl PER
CODE. A BUILDING INSPECTOR RE06bliREIV
rvr YV I-L-ulYlUA SUIL D/NG CODE
FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF HEIGHT OF.3
EXPOSURE V- (WHICH IS INLAND OF A LINE THAT IS 1500 FT. FRC
AND WALL ZONE "5" (INSTALLED NEAR THE CORNER OF THE
PER ASTNE1300, THE CORRECT GLASS THICKNESS, BASED ON'
DESIGN PRESSURE (DP) LISTED BELOW, HAS BEEN INSTALLED
THE GLASS THICKNESS IS BASED ON ITS' WIDTH, HEIGHT, AND )
WIND ZONE: 110 MPH
DESIGN PRESSURE (DP): + 21.8
THIS PRODUCT MEETS THE REQUIREMENTS FOR STRUCTURAL LC)/
AIR INFILTRATION PER ATTACHED AANA PERFORMANCE LABEL. E
IF LOADS ARE PLACED UP TO OR EXCEEDING THE TESTED LEVELS
MAY BE ALTERED IN SUCH A WAY THAT FUTURE PERFORMANCE W
COMPLIANCE MUST INCLUDE INSTALLATION ACCORD
MANUFACTURER'S INSTRUCTIONS AND FLORIDA CODE REQI
54mpw
1RBE(wS
HE 66AST),
IS L
29 .1
F
D 'x WATIt AND
E OV15, p THAT
HIS PR. DUCT
L BE
R.
UC:ED.
y
N TO
EMEND$.
i MIP-46
4&L
Ii
AANTA/MNANTA 1014S.2-97
1TSTREPORT SUrvtN--lARV
F
to:
111 HOME PRODUCS, INC% 4413740
TYPE:
Alunlicuill Sjllgle HUnk lindow with Flange 1(
4552 Overill
f
Water
ReSIST311CC 5 SLIticlural
Tcst Pruisurc 67 P-;-J*'- F
jrcCd Enlry 90-iKL"ll MTCTUKI
L Tl-'S'l INU. INNIC'. lie
I
Architectu* Testing
N D-t Inl/I ru )-uq rrc•r-
Itcjidv%-%;d to:
N-11 i lO w is Pm)y •S, r,\G.
P.O. Box ?70
l..irsTz. J'rttlwyltania 103G-c1;?ir
Ojett 5unttnatrv: Archt-ectursl Testing. Inc. (AT)) %
tlr «itnass as cc+mi-m-icd by lrfi 2 o t c Prcic iitls. pc:li ri"n:,ncc tcstin rnt z, S rie,i4h tlzl : ,W
n \1f Home Products. Inc.'. 4t;3'40, aluminum sink lti: ttj ?in{ tst I1acility in Flizabet
succcsSFU11)• nel. the performance requirements tier an
vill^, Penn s•Ivartia. ;1.1i
1143 32 x 71
sat ql to
rating.
Tilt Stiecificatiou: The lest specimen was vvaluata
I1.'1 t it: accordance v6itl i q, 1,'« r1.j.3.9;. F'olutul,ry Jj>c r:ijicu;,'ur. /w'.alu»trnr:nr. P,n•tL/uvi:v. NI C.}
J.
end W"!/ N'lii
I
pti's . `; : ,;
Test Specimen Description:
ticriesa Model. 7.301744i37_0
t
r ._ Type:.th:muttwt Sin lc :un,;1h'ittllc t• Vl ith :-IL-n, e
Overall Size, 4' 4-3t 1(;" w 1de ;>>. 3' I -! rt" )tiL.It
ActiVe Sasb Size: 4' 2-34' v itle b) „ 11.3e Ilia
Fixed Daylight Opening Size• j' l" %jjc b\
green Sire: 1' 3.'wideliv 3'0-1'ti" high
Finish: All tlluntinturt n;, lt;lintrrl. !
Glazing Delails: The aclivc Sash and i xcd litc tl
i
ilized 112" Thick se jn'. 14tiq! Gtln7r;ltul I"rtuti two shot:::?r 1:6" lhicl; clC lied:
lass :aud t
s
t i rsitltGtriAll, '! s;•ocrr vtstem. 'I'll 1i1.5 wc•r. channel _largll utiliril:.
I
I
1 t•r .:rqT l'.rr l
I
I
l
I
D:Ir3r1:•. i :7 '.1.'7t fj iJW j.{y„
R ; /y
vv.•:•.h:2.::.<rm
0C C AO Zua i
03
t)1
i02
105
ncl
Test Specimen Desaiptioll:
Q—L'J;!21 —il-
Iligh by U. 187" Fixed i vcting TJil iji!) backed pol)pile
with center fin
0. 130" high by Fix xi lire, sliticsbackedpolypi)u ra i
vvilli center flu
diamerer hollksw t Row Ballool rail
mill gnsk-el
1).21 U" liigh by 0. 18 7 1 Row ::tiledbackod
xith center fin
0. 1 3U" hig h b,, G.JSY I Row ` :lair+: sash stilesvidepolvpila
Frame (Anst"lletion: All llfwlic invithcrs 'ver'.• consirucied of
cupcd, butted WId scaled coll)ct-S Ftsimicd with tw,• *18 x r
VasUtili'Zillg x ST' ,crew in each end c' lIrCtIlly dwough extej4'' Silicone wos utilized =to v%tcrI%%j- joint.
Sollsh ConsirucUun: All sash nivnilio's wore enjigill t ji ofomrudcd ol I Urn:: 13 voandbulledcomasrastened %%,It)) one is 5,
Sc"vk'u COustructiOln- The careen front;: wjs qo7ls cl Itru
kill) members with plastic keyed .omvrs. Th,! scrociiiit CoIlSiSILLA of zi Fility
o 101
pusSCCUTedwitliafl,"eible vT11"y"
Mil-dware:
04esprimion
PhjSOLU Lilt larch
Ivlal sweep lock 2
L 41 C-a Vam
Oil (Ach oul of 11w, I
n•lertin-• rail16.
H
hic ham VIM of ZMA.'ell
Om_ each end of 66(11-, lirj&
I Ci l ti3(.t a
Tesl Specimen Description: Wontinuedj
Drainage; I
Ia.rit tiun Q%guity LOCil6011
wide by '.!4" IonK 2
r Endsnds of bottom r if. l iiniri ``
rl iin3 c:l•: ii•
wide by ;;'8" long i Fixed sash bottonf :::I*71 l s
glazing uivity
Iteinl'urccmcn[: No rcinlbrccnlent \r;ts utili rcl. I
11stallation; The test husk was fabricated fiorn i x 8 C, J ruc-Pine=i' 114;: Ij:rt •na
s,:curO.d utilizing MO 0 x 1" scrc\es tltrcagh Elie jamb track, 5" liottI
n)reting rli1. The head utilizcd three #Y x 1" scrct.,s a" U•ont jambs ar)rt ti at1. 1:.kiperimeter % ;rs scaled with silicono.
Test Rusulls: f .
I'll_ resuUs are lubulated is li Ilnl; s;
i'Jtraaa h Titic ofTest • Teel N rlhl.i..d. Nesnlrs lei NIOperatingForce
I ?
3 Ihs : t l&s nii
1 Air lnliltrul:on I.aSTNI C?S3t
I i 7 psi i?j mph `o.I1) c:rn fi'
oar #!: The: trsrcd rra:r ul;:rr rne•rr ;her p r-Iorin 71CL., lovels xpcefrerl' inI Jbl t! If'I :l
11.y..1', - fur• u:r itrfiitrlNb..f
W.
1.3 Water Resistance t STM F Sal) iwith .,uld .4ithaut scrn)
1.4.2 i,:olfbm) Load Situcuir-ll per .AsTJ V. 1311-u'
t..\iC;;liUtl'lll llt> 1,q)(1 ed \\try I;111-0)lnn the nicr%i _! call l f
Loads 1104, liar Iu _ coudsI f
Cl- 36.') 11 Ftj141wi\ u I 1 11.(1::"
rU 47,7 psl 111,':Ill'l'
i1:"tilt E'
r.;.;,-"memo..:...
Test Results: fCou,littuedl !
s t
I iE ii
Irz1",C Llt 1'iUe of Pest_- 1;s llto i esu [s
l 6.2 L r inr` Tun cr.
t j
lq Op[7lilif; dim.lion al 7U )hs
Top rail
Bottom fai !
tJ.iFG , 1 .`:;, W '(I'• j{j'`. y
Jn ren,ainioU diTeC'ih)Il ai SU Ibs I
Lcit Slilc 1 er }
RilJu stile
U:O ,60„11u
2.1-5 Forced h,io• Rcsiytance per A%*-. j F 588-97
Type: A t
i
Look .Manipulation I'm No entry I `
Tssr Ai Ihru A= I \
u enln
I`
Test A 1 "NO clan Q t11tw
Loa- Manipulation To.t I Ni enlrti
ptiunal PeT{nTtllaQCr t
I unilorm 1-r:nl la4flcclion Per ,S'I 1 E a 70-9 .
kNIMSM111 nts rcportQd 'wv take on Me meeting rail ; I
Loads hi:lu lb- 2 sectnd ,, 1
i 45.(- psf(positive)
rt; 17., pSf (,t^„tp•j I ,,.m: :';!.
Ili. <''
rill, :E
Gxcoeds 1-1175 for cicllecuoll• hu: ,,eels all arher Itst rcqu[ieutcuts. { I; Uril
Rim I.n:0 Structural por ASTIvI L" J30-97 O'
leasnr ,musts reported a•erc, I;kc, cm the Mau, d rail) iLiumis
held for 10 seconds) ` psf (
paid, r) II.
S ps. il, g111l1 I
t u1< ti CCL'lllii.:Ul i 3 Cl)DVtcir.c l b ITT Cor o p:^ric d c,c' oar •:e:u•c -
I si rn;ac.l tcsl mrlhatis :uld tico)• indi:111 campli' icy With thc p'nfocutrv. s
tl>u c rufcrenced VI-Acification. This rclxon loci ctu c.c nstitutc cartiiic, t i1;<::1 ncay ,olv.bt: granWd by IhC cor1ification prawrain adillimsJrator.
For ARCHITECTURALCTURAL TESTING, 1,N(': I
I
i): ••117fi5b.!1i
Cam- x
KCV,'es. P.E
for - En1g7ilictfill
Z 1 MA.I a W
P. 0,7
A
Archftecture
Rendered to:
M, HOME Plitomic.,
P.O. Box 370
650 West A4arke, S
Graz, pewyi..j. 171
project Su"
I'M Architectural Testing Inc,
sari (
AT,) was, to witness Peff0munce testing onverticalr.Wl- agsNodel 740t744) OR at Ucir facility located in El,zabet"'J1successfullymettheperformancerequirementsforallF-R41
Test -SPer'llcati0a.- The test Specimen was evaluated in701/1-S-2-97, Voluntary SP1601caUOR8 for Alurninum. VinGlassDoors.
Test Specimen Description
Series/Model: 740r744/3740
Type: Aluminum Picture Window with Vertical Mull
Overall size: 90" wide by 4'4 - high
Fixed Daylight ()pe0j*g SIZO (2): 4t 4. 1 t8" wide by 4
Flnisb: All aluminum was painlej
Glazing Details- The unit utilized one shoe, of IlEllliteswereinteriorgluedagainstdouble -sided adhaluminumgluingbead, held-in.plgcc with 1/8" screws
Testing
INC.
70
N
N 11
i P
R*
di
w:
i
EXpirspon*
A
A
49fActed by MI Boni
740, aluminum Piaui
PeMsylvW9- The:
108 x S2 rating.
iccardancc With AA3
PVC) and wood!
Report
Test Di
1-7/8" bigh Jil:l
hick, clear temperg&jl
and ter-u* IviedI&Ccd 12
Frame C05structicia: The frame was constructedbutted, and scaled corners fastened Ltmded alumin"utm L- i C 0securedutilizingtwo51go, with two screws Ach. The verticalWOW; per end. Cal 644114 it A:tpil:
130 Derry court
York. PA 17402.9405
Phone; 717-764.7701)
US: 717.764.4129 lore
Ail#-#VAf 2 00,1
Test Specimen Dacr*d.: (Coatinucd)
losta!lad": The wood teat buck wU imbricate
wiadaa was secpjt+ed utffizing In roof ng nailsExteriorperimeterWasealedwitha7ic
mg
Aewforcemeat No raiafoncrmer t was utilized
Test Results:
The results are tabulated. as folbws:
tum=h. 3"u dzw - rext Mfta
Air filtration per ASTM 8 283 (Sol
1.57 psf (25 mph) 0
Note W. ne tested specimen Meeit a.
AAM IAWWD,4101/I.S?-97 for /)
Water ]te:sistance Pcr ASTM E S47 (S
Note Q. the chart qMd to begin Of a prcwwv high, rettelks are lured Lnder "Optiorra/paJFirmaice
2.1.4.2 Uuifc= Load Structural pox ASTM E
FwtW Entry R+esis c e per A.S7 M F ,
Type: D
Gude: IO
M>o*dwoo Teat Ni
i,PMom
4.3 Water Re9istaace P
VTP = 6.00 paf
a ASTM E 547-96 .
NO
4.4:I Uniform Load Deticc*m erP AS7'MB3M0 ! reporw wale ukw on o
Loads were bold kr 52 socoaAS)
45.0 paf (positive) 0.:
@ 47.2 paf (aefative) 0-,
eedr LI7J jW 64ozec0m. bw Mew all other test rrec Now
02) than
the rninimw. See
Note#2) a"
4
Tat Resorts:
Co llmued)
Enawk Title 01119-
t8
4A.2
Uaifolm Load Structmral per AST`Mis334-97
Loads held for 10 seoot>6)
malhan)
gZ 60.0 p'f (positive) 0.14" 61.9 pat(negative)
0.19"
Detailed drawi o, Itpruentgfive samples
mined by ATI for a period of fbar of the test ap and a ropy of IYears. The above noulm W.e s .0designatedameehvdsantbeyindia>sad compliance wri gopetformaace to
w cb a amwed Oa' 7Lis p doors not c e certificationYoalybegraUWbythecficationWv5castor.
For ARCMTECrURAL TES.MNq INC.
lvlatlC A. HCiS
Technician
RM:bsw
01r40496.05
U *11
EME
A1kn 4wd P.E
d Nt sa601)11r
14-T1401
ma's,!•.,'•• (ppSG f'.
Mr I11 r.1 ' t
j
BefterBilt SeriAOWW" of M flout
050 WON MO*M SMwk Graz, PA 17030.0370
ftcfth
YH 1: ni SP041,
VDIOM AM4 SLIGNSrED 4m RAuft 34M MAUft
ME am wDemsm FAWN Ckw up. Owqw" VISOLE Lww
gym OuOPEN" 4 ft. I*h Sq Fl. O-w
am 231/4 SIM 23 3/4 x 35 3/2 1.93 MVIRUWM
3/4: 21
4.19am23IM471/4 0 3/6 x 47 3/2 2.74 20 Ill x 19 W16
21M)
23 1/4 x 51114
13 1/4
23 3/4 4 51 V2 3.07 20 VZ x 21 W16
5.87
643
221,
211/5
3/4am
am
59 1/4
231/4 TO V4
233/4%591/2 3.63 ZD VZ m 25 9/36 T-w 211/2
3/4::
314:
0604DAd 231/4 73 V4 23
3/4 w 73 J/2 4J6 2OVZX3DIvI6 9.24 z ve i 3/4 i 21
X; Mid
WS-0 3wh 23 1/4 x 93 114 23
3V4 x 77 Me 13
V4 a 03 LIZ x
15 W32 9.24 3/
4 a:!
ZI
Ef"
50h 23 1/4 x 53 1/4 21 am - - ... 3A3
4,
36 RO
Ilz v Z5 9116 W.90 ve, 1... 3/4 ZIxi 2430
273/4x351/4 27 3/4 x 35 in 2.31 20
VI x JD IM16 Z4
1/2 U 9116 10.
90 3/4 ZIN 244D
2444
27
1/4 x 47 114 a 314 x 47 1/2 24 LIZ 19 w1b 5.
02 7.
03 25 vs 4
25 x I ZY
1/4 x 511/4 Z7 3/4 x 51 VZ 3.67 VZ ar at 9/16 7.71 iis ax;
24M
2400
27
1/4 x 59 1/4 ZY $14 x 591/2 4.34 24
Z4
V2 v 0 W36 945 15
in f J5
3/
4 25:i 27
1/4 x ?1114 27 3/4 w 71 VI 5.2Z 24 V2 a 30 IL016 9.a5 3/
4 25 2 Wal -
id rod
mrSO Smh Z7
114 at 71 V4 V
27
3A x FS VI 4.30 24 VZ x 25 W32 1106 0
Lis 25
im 3,
4 314
25m3
air?
1/4 x 13 W4 Z7 3/4 x M VZ 4.34 Z4 IR m 25 W16 3397 Z5 in A rM =F6-O Swh V 1/4 x 53 V4 27 MAI x 43 VE 5.11 14-VZ x 30 IVIG 13D7 ve a:
2 an
29 114 x 35 VI 19 $14 x 35 LQ LSD 26 VE x 13 " 5.43 25
27116
5314
25 3 314
Zyx I 29 1/4 x 471/4 29 314 a 47 V2 3AO ab VZ a 19 9n6 762 27116 abm 29114
x
53 1/4 29 3/4 x 51112 3.97 26 Ilz ZI 9/36 8.34 27 ve 2314 33/
4
Ux2 29
114
x 59 114 29314x"VZ 4.70 26 VI 25 9116 9APO ZY ve lob 73/4 17 x
2 am 29
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INSTRUCTIONS i
c"
i do FASTENER /+/tu : • .. ;.;; rENER
scNE uLF
165—
740-744 Flange
Fixed Units eE.,. w+rwm.mx -
NAME LA t xt-' l /4 eg 6 ronr S
ADDR.d
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
State of Florida
County of Seminole
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.
ULIJ Description of property: (legal description of the property and street address if available)
ti
2 General description of improvement:
Q- o'7 R, T EA'T rd 1.4 j-=. 'C"
3 Owner information
n
ja, ,. Name and address
T
b. Interest in property
c. Name and address of fee simple titleholder (if other than Owner) im ii in n III III oinUhl
4. Contractor MARYANNE MORSEL CLERK OF CIRCUIT COURT
a. Name and address k-,t4/jl L= j SEMINOLE COUNTY
BK 06479 Pa 10881 (Ipg)
b. Phone number Fax numS&ERKI S # 2006179631
5. Surety RECORDED 11/13/2006 8114038 PM
a. Name and address RECORDING FEES 10.00
RECORDED BY J Eckenroth
b. Phone number Fax number
c. Amount of bond
6. Lender
CER-I IFIEDXQ0 f:,,,'k' a. Name and address
MARYANNE,,MO S
b. Phone number Fax number CLERK OF CIRCUIT. C0 T
7. Persons within the State of Florida designated by Owner upon whom notices or other docS
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address nrP11T CLERK I xt-':
b. Phone number
8. In addition to himself or herself, Owner designates
Fax number - • " 7-'-- '- ffi"
of
to receive a copy of the Lienor's Notice as provided in Section
713.130)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recordin ,unless a different
date is specified)E"
ij re of Owner
t, %z&^ Z G J
Sw m to (or affirme ) and subscribe4 befo a me this _ day of (C + , 20 0 eo , by
l L, g x c,? nor' e- I- N O nj"eS .
Personally Known OR Produced Identification
Type of Identification Produced F- L— Z Jt.., r u -1 DEBBIE
BLANMN Signature —
of Nota Public, State ofjlOMY COMMISSION# DD188491 EXPIRES:
February 25,20W Commission
Expires: 1-000,%WTARY FLNotwy01swirAA000.Co.