HomeMy WebLinkAbout10-10142 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 10142
BUILDING PERMIT
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Permit Number: 10142 Address: 38244 IRONWOOD PLACE
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: DRIFTWOOD
Est. Value: Parcel Number:
Improv. Cost: 1,272.52
Date Issued: 2/19/2010 Name: HAMEL, JOSEPH
Total Fees: 60.00 Address: 38244 IRONWOOD PLACE
Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542
Date Paid: 2/19/2010 Phone: (813)782 -0992
Work Desc: REPLACE 5 WINDOWS IN SUN ROOM
BU LING _ E 60.00
1Vt t',40111 ;1;17,
• • E' 2ND - • U H P UMB MI
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE -SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
6 62-- i �I,
ICO RACTOR SIGNATURE PERMIT OFFI FR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
OTHER COMPANY
SIGNATURE ! REGISTERED I Y / N ] FEE CURRENT I Y / N
/� C—:(77-°
Addres� � o2 l l V ,�/Yp`j�� p /.1/ , �/1� License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
* ** *PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division— Licensing Section at 727 -847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and
90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers - Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency- Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots Tess than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS A VAT ATTORNEY BEFORE CONSULT
WITH YOUR LENDER ORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this Subscribed and swom to (or affirmed) before me this
by by
y Who Is /are personally known to me or has /have produced
as
Who is /are personally known to me
identification. cats on. produced p as identification.
ificati
Nnfary Pi hlic
Plan Review
Windows & Doors
1) Need manufacturing installation specifications.
2) Must meet sections R308 and R612 of the 2007 F.B.C.
3) If windows are to be installed inside the historical district, they will need to be approved
by the historical committee.
4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise
specified.
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DEC -16 -2009 16 16 P.02
Architectural Testing
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AAMADMA/CSA 101/LS.2/A440.05 -
TEST REPORT .,
'tendered to:
MI WINDOWS S AND DOORS, INC. '
SERIESIMODEL: 740/3740
PRODUCT TYPE; Aluminum Single Hung (Oriel)
„
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S ummary' +f tuts 0
Title TeitSPecimen #i Test Specimen #2• Test Specimen #3',, -,
Primary Product Designator
H 1219 x 2286 H -1135 1219 x 2286 H -R40 1219 x 2286 ,;''
•(48 x 90) (48 x 90) (48 x 90) ' •.
Design Pressure ±1440 Pa ( +30.09 psf) +1680 Pa ( +35.11 psf) ±1920 Pa ( ±40.13 pa ;
Negative Design Pressure N/A -1920 Pa L-40:13 psf) N/A v
Operating Force (in motion 89 N 20 1b N/A N/A W _'
'0;86 L /s/m N/A N/A Air Infiltration (017 , d 2 )
Water Penetration Resistance Test 330 Pa (6.90 psf) N/A 330 Pa (6.90 psf)
Pressure
+2520 Pa ( +52.66 psf)
Uniform Load Structural Test Pressure ±2160 Pa (*45.14 psf) _ 2880 Pa (- 60:19 psi ±2880 Pa (±60.19 pail ,
Forced Entry Resistance Grade 10 a N /A,' ', N/A .
Test Completlon,Date: 02/02/07 '
Reference must be made to Report No, 70948.01-109 -47, dated 02/28/07 for complete test
specimen description and data.
130 Derry Cburt
York, PA 174044Q5
phone: 717 - 7644700
fax: 717- 764 =;Y
v,rwwr.arch%alt or
DEC -16 -2009 16 17 P.03
Arhitecturai Testing
AAMAL S IO.1/I.S.2 /A440 '05 TEST REPORT
Rendered to:
MI WINDOWS AND DOORS, INC.
P.O. Box 370
654) West Market Street
Gratz, Pennsylvania 17030 -0370
Report No.: '70948.01- 109 -47
•
Test Dates: 01/30/07
Thro*gh: 02/02/07
Report Date: 02/28/07
Expiration Date: 02/02/11
Project Summary: Architectural Tasting, Inc. (ATI) was contracted by MI Windows and
Doors, Inc. to witness testing on three Series/Model 740 /3740, aluminum single hung windows
(oriel) at the MI Windows and Doors, Inc. test facility in Elizabethville, Pennsylvania. The
samples tested successfully met the performance requirements for the fitillowing ratings: Test
Specimen #1: II-R.30 1219 x 2286 (40 x 90); Test Specimen #2: H- R35'1219 x 2286 (48 x 90);
Test Specimen #3: P1 -1.40 1219 x 2286 (48 x 90). Test specimen descriptions and results are
reported herein. The samples were provided by the client.
Test Specification: The test specimens were evaluated in accordance with
AAMA/WDMA.ICSA 101 /I.S.2/A440.05, Standard/Specification for Wirddows, Doors, and Unit
Skylights,
Test Specimen Descriptions:
Series/Model: 740/3740
Product Type: Aluminum Single Hung Window (Oriel)
Test Specimen41: H -R30 1219 x 2286 (48 x 90) (Flange)
Overall Size: 1219 mm (48 ") by 2286 mm (90 ") high
Sash Size: 1186 mm (46- 11/1-6 ") wide by 906 mm (35 -11/16 ") high
Fixed Daylight Opening Size; 1137 nun (44 -3/4 ") wide by 1308 mm (51 -1 /2 ") high
130 Derry Coot
York, PA 174064405
phone: 717 - 76441140
fax; 7174644129
WWW. archtesL.co i
DEC -16 -2009 16 17 P.04
"#° 7O948.01- IO9 -47
Architectural Testing Page 2 of
Test Specimen Descriptions: (Continued)
e
Test Specimen #1: H-R.30 1219,x'2286 (48 x 90) ('Flange) (Continued)
Screen Size: 1156 mm (45 -1/2 ") wide by 900 mm (35- 7/16 ") high
Overall Area: 2.79 m (30 ft
Glazing Type: The unit was , ,glazed with 1/2" thick sealed insulating glass fabricated
from two streets of 1/8" thick clear annealed glass and an ahmiinum'reinforced butyl
spacer system. The sash and fixed lite were channel glazed with, a wrap around rubber
gasket. •
Reinforcement: No reinforcement was utilized.
Installation: The window was installed into a #2 Spruce- Pine;Fir wood buck. The
window was secured with #8 z 1 -1/4" pan head screws located 5 -1/2" from the head and
sill and at the midspan on jam. The head utilized screws located 3 -1/2" from jambs
and one midspan. The exterior perimeter was sealed with silicone.
Test Specimen #2: H -R.35 1219 x 2286 (48 x 90) (Fin)
Overall Size: 1219 mm (48 ") wide. by 2286 mm (90 ") high
Sash Size: 1186 nmY (46- 11/16 ") wide by 906 min (35- 11/16 ") high
Fixed Daylight Opening Size:, 1137 mm (44 -3/4 ") wide by 131183,inm (51 -1/2 ") high
Screen Size: 1156 mm (45 -1 /2 ") wide by 900 mm (357/16 ").high
Overall Area: 2.79 m (30 ft
Glazing Type: The top fixed lite was glazed with 1/2" thick sealed insulating glass
fabricated from two sheets of 1/8" tempered glass and an aluminum reinforced butyl
spacer system. The sash was glazed with 1/2" thick insulating glass fabricated from two
sheets of 1/8" thick clear annealed glass and an aluminum reinforced butyl spacer
system. The sash and fixed lite were channel glazed with a wrap around rubber gasket.
Reinforcement: No reinforcement was utilized.
Installation; The window, was installed into a #2 Spruce-Pine-Fir wood test buck. The
nail fin was set onto a bead of silicone and secured with #6 x 1 -5 /g" drywall screws,
located 3" from each corner and 12" on center through the nail fin into the wood buck.
DEC -16 -2009 16:17 P.05
OIL
70948.01409-47
,Architectural Testing Page 3of9
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Test Specimen Descriptions: (Continued) ,'
Test S ecimen #3: TI -R40 1219 x,2286 (48 x 90) (Fin)
Overall Size: 1219 mm (48 ") wide by 2286 mm (90 ") high
Sash Size: 1186 min (46- 1,1/1 ") wide by 906 nun (35- 11/16 ") high
Fixed Daylight Opening Size: 1137 mm (44 -314 ") wide by 13081mm (51 -1/2 ") high
Screen Size:, 1156 um (45- 1J2 ") wide by 900 mm (35 -7/16 ")'high
Overall Area: 2.79 m (30 ft
Glazing Type: The unit was glazed with a single sheet of 3116" annealed glass.
The sash and the fixed lite were channel glazed with a wrap mound rubber gasket
Reinforcement: No reinforcerment was utilized.
Installation; The window was installed into a #2 Spruce-Pine-Fir wood test buck. The
nail fin was set •onto a bead of silicone and secured with #6 x .1 -5/8" drywall screws
located 3" from each comer and 12" on center through the nail fin into the wood buck.
The following descriptions apply to all specimen
Finish: All aluminum was white.
Frame Construction: The frame was constructed from extruded'8luxn3uum with coped,
butted, and sealed corners. The corners were secured with two #6 x 3/8" pan head screws
located through the jambs into the , sill and head screw boss. The i ed sash was secured to
the frame with one #8 x 1/2" long square drive pan head screw at each corner, through the
frame into the sash.
Sash Construction: The sash were constructed of extruded alurxiir :u with coped, butted,
and sealed corners. The corners were secured with one #6 x 5/8" pan head screw through
the stiles into the rails screw boss.
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DEC -16 -2009 16 17 P.06
70948.01- 109.47 W,
' Architectural Testing Page 4 of 9
Test SPecimen Descriptions: (CoTI iat d)
Weatherstripping:
Description Ouantity t.ocation
0.270" high by 0.187" backed 1 Row Fixed and operable sash stiles
polypile with center fin
0.150" high by 0.187" backed 1 Row Operable sash'stiles,and fixed sash
Polypile top tail
3/8" round hallow vinyl bulb 1 Row Bottom rail
seal
r
0.310" high by 0.187" backed ', 1 Row Fixed meeting)tail
polypile with center fin
Drainage: A sloped'sill was utilized.
Hardware:
Description ' OUantity Location
Metal cam lock 2 6" from interior meeting rail ends
Spiral balance assembly 2 One per jamb
,
PVC tilt latch 2 Interior meeting rail.ends
Tilt pins 2 Bottom rail ends
Screen Construction: The screen was constructed of roll-fonned.,aluminum with plastic
keyed corners. The fiberglass mesh was secured with flexible vinyl splice.
•
DEC -16 -2009 16 18 P.07
AIDA
70948.01- 109 -47 • "
Architectural Testing Page 5 of9
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Test Results: The results are tabulateda s follows: • '
Paragraph Title of Test - Test Me, Results Allowed
Test Specimen #k1: H-R30 1219 x 2286 (48 x 90) (Flange)
5.3.1 OperatingPorce per ATM E 2068
Initiate motion 76 N (171bf) ; Report Only •
Maintain motion 89 N (201bf) 133 N (301bf)
5.3.2.1 Aii Leakage Resistai a per ASTM E 283
75,Pa (1.6 psf) 0.86 Us /m '1.5 L /s/m
(0.17 cfm/ft (0.3 , a£m/f1 2 max.)
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
AAM I/WIDMA /CSA 101/10S.244440-0.5 for air leakage resistance.
5.3.3 Water Penetration RoSistahce per ASTM E 547 See Note #2
5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note #2
5.3.4.3 Uniform Load Structural per ASTM E 330 See Not #2
Note #2: The client opted to start at a pressure higher than the min required. Those
results are listed under "Optional Performance ".
5.3.5 Forced Entry Resistance per ASTM F 588
Type: A Grade: 10
Disassembly Test No entry No entry
Test Al through AT No entry No entry
Lock Hardware Manipulation Test No entry No entry
Sash Manipulation Test No entry No entry
5.3.6.3 Deglazing Test
In,operating direction - 320 N (70 lbs)
Interior meeting rail 3.8 mm (0.15") 11.4 mm (0.45")
Bottom rail 3.6 mm (0.14 ") ! 1 1:4 min (0.45 ")
DEC =16 -2005 16 18 F.WW
70948.01- 109-47
•
Architectural Testing Page6of9
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
Test Specimen #L: H -R30 1219 x 2286 (48 x 90) (Flange) (Continued)
5.3.6.3 Deglazing Test
In remaining direction - 230 N (50 Ibs) ,
Right stile 2.3 mm (0.09 ") 11.4 mm (0.45 ")
'Left stile 2.0 mm (0.08 ") 11.4 mm (0.45 ")
Optional Performance
4.4.2.6 Water Penetration Resistance per ASTM E 547
(with and without insect screen)
330 Pa (6.90 psf) No leakage I No leakage ,
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections were taken on the meeting rail)
(Dads were held for 52 seconds)
1 440 Pa (30.09 paf),((ofiitive) 18.0 mm (0.71 ") See Note #3
1440 Pa (30.09 psf) (negative) 16.3 nun (0.64 ") See Note #3
Note #3: The deflections reported are not limited by AAMA/WDMA/CSA 161/LS.2/A440 -05
for this product designation. The deflection data is recorded in this reportfor special code
compliance and information only.
4.4.2.6 Uniform Load Structt*al,per ASTM E 330
(Permanent sets were4aken on the meeting rail)
(Loads were held for 40 seconds)
2160 Pa (45.14 psf) (positive) 3.6 mm (0.14 ") 14.6 n n (0.18 ") max.
2160 Pa (45.14 psf) (negative) 0.76 mm (0.03 ") ] 4.6 min (0.18 ") max.
Test Specimen #2: H -R35 1219 x 2286 (48 x 90) (Pin) , '
Optional Performance
4.4.2.6 Water Penetration, ReSistance per ASTM E 547
(with and without insect screen)
330 Pa (6.90 psf) No leakage No leakage '
•
DEC -16 -2009 16 18 P.09
,. 70948.01- 109-47 4 '
'Architectural Testing Page 7 of 9
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
Test SQeeimen #2: H-R.35 1219 2286 (48 x 90) (Fin)
Optional Performance
4.4.2.6 Uniform Load Deflection per ASTM E 330 '
(Deflections were takenon the meeting rail)
(Loads were held for 52 seconds)
1680 Pa (35.11 psi) (Positive) 21.3 mm (0.84 ") See Note #3
1920 Pa (40.13 psf) 20.6 mm (0.86 ") See Note #3
4.4.2.6 Uniform Load Structural per ASTM E 330 '
(Permanent sets were taken on the meeting rail) •
(Loads were held for 10 seconds)
2520 Pa (52.66 psf) (positive) 3.3 mm (0.13 ") 4,6 mm (0.18 ") max.
2880 Pa (60.19 psfy(negative) 1.4 mm (0.05 ") 4.6 mm (0.18 ") max.
Test Specimen. #3: H -R40 1219 x 2286 (48 x 90) (Fin)
Optional Performance ,,.;
4.4.2.6 Water Penetration. Resistance per ASTM E 547 ,
(with and without insect screen)
330 Pa (6.90 psf) No leakage No leakage
4.4.2.6 Uniform Load Deflection per ASTM E 330
(Deflections weretakea on the meeting rail)
(Loads were held for •52 seconds) . ,
1920 Pa (40.13 psf) (po#itive) 21.6 mm (0.85 ") See Note #3
1920 Pa (40.13 psf) (negative) 10.9 rnm (0.43") See Note #3
4.4.2.6 Uniform Load Stnictural per ASTM E 330
(Permanent sets were taken on the meeting rail)
(Loads were held for 1 seconds)
2880 Pa (60.19 psf)'(positive) 2.8 mm (0.11") 4.6 min. (0.18 ") max.
2880 Pa (60.19 psf) (negative) 1.0 min (0.04 ") 4.6 mm (0.18 ") mu.
Drawling Reference: • The test specimcn have been reviewed by Architectural Testing,
Inc. and are representative of the test specimens reported herein.
DEC -16 -2009 16 18 P.10
70948,01 -109 -47 ,
, Architectural Testing Page 8 of • .,
I
Detailed drawings, data sheets, representative samples of test specimens, a; copy'of this report, or ,
other pertinent project documentation will be retained by Architectural Telling, , Inc. for a period
of four years from the original test date. At the end of this retention period, such materials shall
be discarded without notice and the service life of this report will expire. Results obtained are
tested values and were secured by using the designated test methods. This report does not ,
constitute certification of this product nor an opinion or endorsement by this laboratory. It is the
exclusive property of the client so named herein and relates only to the specimens tested. This
report may not be reproduced, except in full, without the written approval of Architectural
Testing, Inc.
For ARCHITECTURAL TESTING, INC.
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161440, ,
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CgoY mind tit .ilfirw ftDewar Wally lipid by: Moho!IXai bd • ,
Jeremy R. Bender Michael D. Streznmel, P.E ,
Technician Senior Project Engineer , ' ,
JRB :vlm ,
Attachments (pages): This report is complete only when all attachments listed are included.
Appendix -A: Alteration Addendum (1) ,
F ,
DEC -16 -2009 16:19 P. 14
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DEC -16 -2009 16 16 r.ul
VERSION -2007 BETTER,BIlTWINDoWS AND DOORS , n , : ,, + .
FLORIDA BLOWING NN`G APPROVAL NUMBERS •'
i 1. Ri 0 _tilt . f•,'1
3740 ALUM SINGLE HUNG ;
•
ApptSeq# Product Model # or Name Model Description
7590.16 740 Flange Franc 527(71 Single Glaze
+401.47:2 ,
8455.1 74013740 Finless Frame 38x62 Insulated '
+45/.50
8455.3 740/3740 Oriel Fin Frame ' 46X90 Single Glazed 3118" Annealed '
+40i -40 --- , ,
8455 4 740!3740 Oriel Fin Frame 487k90 Insulated
+35/-40
8455.5 740/3740 Oriel Flange 48x90 Insulated
+30/40
740/3740 Pin'Frarne Oriel , 48*90 Insulated 1/8" Tempered fixed
11$27.1 +35135 Annealed Sash
11$27.20 740/3740 Fin Frame Oriel , 411x90 Single Glazed 3/16" Annealed '
+401640 Annealed Sash
740/3740 Finless Frame 36x62 Insulated 118" Annealed ';.,,:s.
11$27.3 +45/-45
%
3 \
11827.4 740/3740 Finless Frame Oriel ,'127171 Insulated 118' Annealed � 1 ? %-
+401640
11$27.5 740/3748'Fia • - Frame Oriel ' 40X80 Insulated 118" Annealed
+30140
11827.6 740/3740 Finless/Flange 32X71 Insulated 118" Annealed ,'
+401 -40 see attachment AAMA Certification-401-47.2 tion- 4O /-47.2
3740 Picture Window , )•
App/Seq# Product'Model 0 or Name ' Model Description
11 825.1 740 Fin,Frame '73x71 Single Glazed 3116^ Tempered
+501 -50 - %, ,
11825.2 740 Flange Frame 73x71 Single Glazed 3118• Tempered 'I
+501 - 50 %
7092.1 740 Aluminum Window 73x71 Single Glazed 3/16" Tempered
Fin Frame
7092.2 740 Aluminum Window 73x71 Single Glazed 3116" Temper! ' `
L Flange Frame _ - _
■
Technical Documents Reed by the Florida Brilaing Code ,
`
1)Structural- The strength the product. Series,type,size, and application ' "
of
of window will effect Florida Approval Number. Refer to Model # and Description
2) Installation CeirtifIontlan- Installation Requirements to pass inspection.
Additional Information may be,fotmd at MIWD.com or floridaluilding.org '
.
Page 1 of 4 . ` ,
DEC -16 -2009 16 19 P.13
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1
Line Item Product Code
Frame Size Description Unit Price Quantity Total Price
10001 Manufacturer: BetterBilt South
IFS Size = 37" W x 75" H i
vision: Millwork
roduct: Windows 1
I ype: Single Hungs
/Manufacturer: BetterBilt South
aterial: Aluminum
Product Line: 3740
product Configuration: Single
. pplication: Flange for Block Construction
Glazing Type: 1/2" Insulated Glass
Trame Size Width: 37"
rame Size Height: 75"
luck Width: 36"
l: uck Height: 74"
lass Width: 34 5/8"
xterior Color: Bronze
ardware Color: Bronze
Sash Style: Oriel
ow E Option: Low E with Argon Gas
obscure Glass: No
'Tempered Glass: No
rids: No
!Screen: Included
Screen Color: Bronze
17 all Depth: 2"
4037 "x75 "FLG
} ORIEL
F !
ead time is 14 Days.
E
s �+Mwuu
9, .. $221 4
�, _ _: A ..,,w 887.60;
10002
Manufacturer: BetterBilt South
.................... .
Division: Millwork
$208.22 1 $208.221
i
•
WS Size = 53" W x 501/2" ;Product: Windows
(Type: Single Hungs
1
;1 anufacturer: BetterBilt South
r
J aterial: Aluminum
I
3'roduct Line: 3740 F
I' oduct Configuration: Single 1
f
I 11.1111;1 pplication: Flange for Block Construction
lazing Type: 1/2" Insulated Glass
ii rame Size Width: 53" '
I rame Size Height 50 1/2"
f
:uck Width: 52"
: uck Height 491/2"
Glass Width: 50 5/8"
Exterior Color Bronze
hardware Color: Bronze
!Sash Style: Equal
!Low E Option: Low E with Argon Gas
!Obscure Glass: No
Tempered Glass: No
!Grids: No
!Screen: Included
!Screen Color Bronze
Nall Depth: 2"
j374053 "x50 1/2 "FLG
F
I Lead time is 14 Days.
1
,
. w:[ ua a+uaw>wvuc:+:nM..ua „a 7
Salesperson: DAVID HOLCOMBE (S1854DH2) Project Total: $1095.82
Accepted by:
7 k1,____ ?I�' 70
Date: 02/16/2010 / i f 7t e'So,,
This Millwork Quote is valid until 3 /17/2010 on all regularly
disclaimer noted with each item above. This is an estimate only.Thi l estim to does not include tax or delivery the
Delivery of all materials contained in this estimate are subject to availability from the manufacturer or supplier. barges.
above quantities, dimensions, specifications and accessories have been verified and accepted. pp All the