HomeMy WebLinkAbout43804-Z ��o�guFFQt[C Town of Southold 11/20/2019
3 P.O.Box 1179
a
j; 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40876 Date: 11/20/2019
THIS CERTIFIES that the building WINDOWS
Location of Property: 290 Old Cove Blvd, Southold
SCTM#: 473889 Sec/Block/Lot: 52.-2-12.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/20/2019 pursuant to which Building Permit No. 43804 dated 5/29/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
REPLACEMENT WINDOWS IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Riccoboni,Rosemarie
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL,CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A riz d Signature
TOWN OF SOUTHOLD
hyo oay� BUILDING DEPARTMENT
c TOWN CLERKS OFFICE
may_• SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43804 Date: 5/29/2019
Permission is hereby granted to:
Riccoboni, Rosemarie
138 Pidgeon Hill Rd
Huntington Station, NY 11746
To: make alterations (window replacement) to an existing single family dwelling as applied
for.
At premises located at:
290 Old Cove Blvd, Southold
SCTM # 473889
Sec/Block/Lot# 52.-2-12.1
Pursuant to application dated 5/20/2019 and approved by the Building Inspector.
To expire on 11/27/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
otal: $250.00
1
Building Inspector
Form No- 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
location of all buildings, property lines, streets, and unusual natural or
1. Final survey of property with accurate
topographic features.
2. - Final-Approval-from.Health Dept of water supply_and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00-
Date.
New Construction: IOId or Pre-existing Building: (check one)
Id V( D
Location of Property: Alf) 0"� IU
House No. eet
f� Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section �� Block Lot
Subdivision (� Filed Map. Lot:
Permit No. �7 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
So 0
Fee Submitted: $ t -
G�vim"
Applicant Signatry e
I / o pF SO(/l�o
# # TOWN OF SOUTHOLD BUILDING DEPT.-
�o � �o
`ccouen ' 765-1802
INSPECTION
[ ] FOUNDATION 1 ST- [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND SULATION/CA LKING
[ ] FRAMING/STRAPPING [ ] FINAL U)//� "
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [° ] -FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
WIA619L;� Fq, �%z
DATE INSPECTOR
�+ COMI IMNTS
• H
1�DATION (2ND.)
ROUGH FRAMING&
PLUMBING H
D
INSULATION PER N.'Yc y
STATE ENERGY CODE
MCI 0-
FINAL
ADDITIONAL COMMENTS
®5 /5�
S z
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• ,H
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SODUTHOLD,NY 11971 4 sets of Building Plans
'TEL:(631)765-1802 Planning Board approval
° FAX:(631)765-9502Survey
Southoldtownny.gov PERMIT NO. qQ,�� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined J Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact: �/► �-
Approved 120
Disapproved a/c
Expiration � ,20 l � Pl
1 l
D Building Inspector /r" n (� (�64 /G
PPLICATION FOR BUILDING PERMIT
MAY 202019
Date 120
INSTRUCTIONS
�51 bb completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
se�� o� fo scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit
d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
'A P e)R 0 4`t9 AS N O'fi-E D (Signature of applicant or name,if a corporation)
DATE: �`�, B P.#q To` (Mailing address of applicant)
FEE: BY:
Stale(wl>fe era tl'J II;i`t�i's gwn� � engineer,general contractor,electrician,plumber or builder
,r.
VJ r L U Y11'JI I V �wv ;wry
Nai�i Lhb' Re'1(8fl r'Wiise'sTI01�S- Q fe le Ip
1 c '1. FOUNDATION - TJVO !P�QUIHED (As on the tax roll or��esf deed °
If applydant is��o�pbzafi6n;Jstgna ii>e of duly authorized officer IUNLAWFUL
P Rn IGH - FRAURir, P. F(I iV121NIG
3 Il �alndltitle of corporate officer) iT UT C E I FI CA a
Lyl! V
BuQers , ,AT
ill dL se � ° �V�I � CCU� ��9 �
Plumb��,��ss Lic se o
Electrictan�' i 4 1 is lo.rvn .
OtlP 4'ra9t1��AJd%6'"-iNonl SHALL ML-El ! k
REQUIREMENTS OF THE CODES OF NP'dl1
1. 11� i T4# 'g�hl P �,,y��l mrX01w,
/f� ///�j/
D��R R,�Y 2 R1�r�I RRtz lv&lel I/ //%�//
House Number Street Hamlet
County Tax Map No. 1000 Section , Block Lot ��' <
Subdivision Filed Map No. Lot
2. yState existing use and occupancy of premises add int nded,us and occupancy of proposed construction:
a_ Existing use and occupancy / n
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building on ,Alteratio /w,A
��,d`,,�Repair Removal Demolition Other Wor GG�ILU
(Description)
4. Estimated Cost 6 O.&O Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units_�Number of dwelling units on each floor 7
If garage, number of cars
6. If business,commercial or mixed occupancy s eci n re and extent of each a of use. ,�s
_ -p-- Y,_P f _ -type V -- -
Wit'_ ,7:-'Dimensions of existing structures,if any:Front 7 f/ -_ _ Rear-' _ - - Depth
<�` - -_ Height Number of Stori /
iDimensions of same structure with alterations or additions: Fronta��
Depth Height Number ofs l
8. Dimensions of entire new construction:Front ar epth
Height Number of Stories
9. Size of lot:Front 4Rear Depth n'
10.Date of Purchase �A//',;//gName of Former Owner
1.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO__Vl
13.Will lot be re-graded?YES_N0�ill ex ess fill be removed from premises?YES_NOJI
14.Names of Owner of premises //e L. / Phone No.
Name of Architect Address Phone No
Name of Contractor ,27M Address Phone No.
15 a.Is thi's property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE�EQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO �/
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO—Z
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS
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ZTNTY O&
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a � �� �on being duly sworn,deposes and says that(s)he is the applicant
W 5 0 (Name of individual signing contract)above named,
O
LO y j (S)He is the —Z'0£3 31 00. -NI LAOIS WOO
0 W M O W (Contractor,Agent,Corporate Officer,etc.) 0069fl£9MQ NI Cl �'df1D
LL Lu
-j P � � a CD LL of said owner or owners,and is duly authorized to perform or have performed the said work and to makMQ491V Il9f1d ON
} X that all statements contained in this application are true to the best of his owledge and belief-,and that the work Q ��`Jd�l
WUozw
Co O o z performed in the manner set forth in the application filed therewith.
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Notary Pu he Signaturd of pplican
NATIONAL CERTIFIED TESTING LABORATORIES
FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17406 TELEPHONE(717)846-1200
FAX(717)767-4100
www.nctlinc.com
IDEAL WINDOWMFGINC. Report No: NCTL-110-12639-1S
AAMM/WDMM/CSA 101ILS.2/A440-05 Expiration Date: 01/31114
TEST SUMMARYREPORT
Test Specimen
Manufacturer: Ideal Window Mfg. Inc.
Product Type. Tilt Double Hung Vinyl Prince Window
Series/Model: Model "UltraWeld Double Hung"
Primary Product Designation: H-R451016 x 1600.2(40x63)
Optional Product Designation: Not Applicable
Test Completion Date: 01126110
Reference should be made to Structural Performance Test Report Number NCTL-110-12639-1 for
complete specimen description and test data.
NATIONAL CERTIFIED TESTING LABORATORIES
SERGE PAQUET
Technician
L �
PROFESSIONALS IN THE SCIENCE OF TESTING
NATIONAL CERTIFIED TESTING LABORATORIES
FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17406 TELEPHONE(717)846-1200
FAX(717)767-4100
www.nct[Inc.com
STRUCTURAL PERFORMANCE TEST REPORT
Report No: NCTL-110-12639-1
Test Date: 01126110
Report Date: 02/01110
Expiration Date: 01131114
Client. Ideal Window Mfg. Inc.
100 West Seventh Street
Bayonne, NJ 07002
Test Specimen: Ideal Window Mfg. Inc.'s Model "UltraWeld Double Hung"Tilt Double Hung
Vinyl Prince Window H-R451016 x 1600.2(40x63)(single strength).
Test Specification: AAMAIWDMA/CSA 101ILS.2fA440-05, "Standard/Specification for
Windows,Doors and Unit Sky Lights."
TEST SPECIMEN DESCRIPTION
General:Tlie test specimen was a one-over-one tilt double hung vinyl prime window measlLring
1016 ntnt (40') Lvi.de by 1600.2171771 (63')high overall. The top sash measured 922.34 nim (36-
5116')wide by 787.4 mm (31") high. The bottom sash measured 944.56 n1771 (37-3116') wide by
787.4 mm (31')high. Both sash were removable via double coiled spring balances with locking tilt
shoe located in each,jamb track. One (1) metal cam-type sweep lock was located at 120.65 n17n (4-
314')frons each end of the interior meeting rail. The metal keepers were located on the exterior
meeting rail at the lock positions. One (1)plastic tilt latch with, thumb actuator was located at
each end of the top rail and interior meetitlg rail. One (1)die-cast metal pivot bar was housed in a.
71y1011 shoe and fastened with two (2)screws at each end of the exterior meeting rail and bott0771
rail.A rigid vinyl sash stop was snap-fitted at the top of the interior jamb track.A spring-loaded
plastic security stop was snap-fitted at 101.6 mm (4')frons the exterior nteeting rail on the top sash
stiles.A rigid vi7lyl balance cover was snap-fitted into the interior jamb tracks. Aplastic sash stop
was fastened with one (1)screw and located at 101.6 171171 (4')fi-ont the sill 01L the exterior jamb
tracks. The frame and sash were of welded mitered corner construction.
Glazing: Both sash. were exterior glazed using sealed insulating glass with a.silicone back-
bedding, and a snap-ill single leaf dual durometer glazing bead. The overall insulati.11g glass
thickness was 22.23171171 (718')c077,sisting of two (2) lites of single strength 2.41 mm (0.095') thick
annealed glass and created by coated U-shaped steel spacer system. (CU-D)
PROFESSIONALS IN THE SCIENCE OF TESTING
Ideal Window Mfg. Inc. 2 of 4 NCTL-110-12639-1
Weathe'rseals: One(1)strip of single-leaf dual durometer weatherstrip was located at the bottom
rail. One (1)strip of Q-Lon weatherstrip was located at the sill. One (1)strip of center fin
weatherstrip 6.86 mm (0.270')high was located at the sill and exterior weatherstrip track of the
top rail.A strip of center fin weatherstrip 8.38 711171 (0.330') high was located at both meeting rails.
Two (2) strips of center fin weatherstrip 6.86171171 (0.270') were located at the stiles. One (1)strip of
center fin weatherstrip 10.67 mrrl (0.420') was located at the head. One (1)strip of center fin
weatherstrip 5.59 nim (0.220') was located at the top rail. One (1)strip of center fin weatherstrip
4.83 mm (0.190')was located at the bottom rail of the screen. One (1)polypile weatherstrip 9.65
mm (0.380')was located at the top rail of the screen.An adhesive backed closed cell foam plug
measuring(approximately) 6.35 mm (114')x12.7 n1771 (112')x12.7 771171 (1/2') was located at the
top rail of the screen.
Weeps: One (1) weep hole measuring 25.4 rnm (1")x 6.357717n (1/4') arnd employing a plastic
weep cover was located at 50.8 mm (2')from each end of the exterior sill face. One (1) weep hole
measuring 6.3 5 mm (1/4')x 3.18 mm (1/8') was located at 41.28 mrrl (1-5/8')from each end of
the bottom rail and exterior meeting rail.
Interior&Exterior Sur face Finish: White Vinyl (PVC).
Sealant: The jamb/sill corners were sealed with a silicone sealant.
Insect Screen:An insect screen measuring 909.64 mm (35-13/16') wide by 796.93 mm (31-3/8')
high was of mitered type corner construction with staked-i77.place aluminum corner keys. The
screen employed fiberglass mesh cloth with a hollow vinyl spline a71d, two jamb retainer springs,
and one spring-loaded plunger- type retainers was located at each end of the bottom rail.
Installation: The specimen was installed into a standard grade 50.8 mm (2")x 2541nm (10')
lumber test buck. The specimen was secured to the buck with one(1)#8 x 50.8 min (2')screw located
at 76.2171m (3')from each end of the exterior jamb track. The exterior perimeter was sealed with a
Silicone sealant.
TEST RESULTS
Par. No. Title of Test &Method Measured Allowed
5.3.1.1 Operating Force -ASME 9068
Top Sash Initiate Open 66.72 N(15 lbf) -----
Maintain Open 53.38 N(12 lb)) 135 N(301b f)
Initiate Close 57.83 N(13 lbf) -----
Maintain Close 62.28 N(14 lbf) 135 N(30 lbf)
Bottom Sash Initiate Open 75.62 N(17 lbf) -----
Mairntain Open 84.52 N(19 lbf) 135 N(30 lbf)
Initiate Close 57.83 N(13 lbf) -----
Maintain Close 48.93 N(111 bf) 135 N(30 lbf)
3.3.1.1.3 Latching Devices 48.93 N(111 bf) <100 N(22.5 1bf)
Ideal Window Mfg. Inc. 3 of 4 NCTL-110-12639-1
TEST RESULTS(Continued)
Par No. Title of Test Method Measured Allowed
5.3.2 Air Infiltration-ASTn1E-s3
75 Pa-(1.6psf) (25niph) 0.5 L/ (see,7n2) 1.5 L/ (see,7n2)
(0.1 Cf771/ft2) (0.3 cfin/ft2)
(0.02 cf7n/ft2) measured
5.3.3 Water Penetration-ASTDIE 519
3.4 L/ (Hain•m2) 5.0 gph/ft2
WTP=140 Pa(2.9 psf) No Leakage No Leakage
5.3.4.2 Uniform Load Deflection-ASTME330
720 Pa(15.0 psf)Exterior 3.67 77am (0.148') -----
720 Pa(15.0 psf)Interior 4.17 mm (0.164') -----
5.3.4.3 * Uniform Load StruCtural-ASTHB330
1080 Pa(22.5 psf)Exterior 0.64 mm (0.025') 3.58 nam (0.14X')
1080 Pa(22.5 psf)Interior 0.64 nam (0.025') 3.58 mm (0.141')
5.3.5 Forced Entry Resistance Test-ASTalr533 crave 10 Meets As Stated
5.3.6.2 Thermoplastic Corner Weld Test-ASTJVID 618 Meets As Stated
5.3.6.3 Deglazing Test-ASTAYB937
Top Sash
Top Rail(320 N/70 lbf) 0.4% (0.05 nam/ 0.002') <90%
Meeting Rail(320N/70lbf) 0.8 % (0.1077an7,/ 0.004') <90%
Left Stile (230 N/50 lbf) 0.2 % (0.03 mnn/ 0.001') <90%
Right Stile(230 N/50 lbf) 0.2 % (0.03 nam/ 0.001') <90%
Bottom Sash
Meeting Rail(320 N/701bf) 1.4% (0.18 77177110.007") <90%
Bottom Rail(320 N/701bf) 1.2 % (0.1577nn1/ 0.006'9 <90%
Left Stile (230 N/501bf) 0.2 % (0.03 mm/ 0.001') <90%
Right Stile (230 N/501bf) 0.4 % (0.05 77177110.00-9) <90%
OPTIONAL PERFORMANCE
4.4.2.6 * Water Penetration-AST111B 5,17-
3.4
!r3.4 L/(mino7712) 5.Ogph/ft2
WTP=440 Pa.(9.0 psf) No Leakage No Leakage
4.4.2.6 ** Uniform Load Deflection-ASTME330
2160 Pa(45.0 psf)Exterior 12.78 mm (0.503') ----
2160 Pa(45.0 psf)Interior 14.58 771771 (0.574") ----
4.4.2.6.2 kX Uniform Load Structural, -ASPI-11 330
3240 Pa (67.5psf)Exterior 1.70117,771 (0.067') 3.58 mm (0.141')
3240 Pa (67.5psf)Interior 2.11 717,711 (0.083') 3.58 mm (0.141')
Ideal Window Mfg. Inc. 4 of 4 NCTL-110-12639-1
* Tested with and without insect screen
** No glass breakage or permanent damage causing the unit to be inoperable {
TEST COMPLETED 01126110
The tested specimen meets (or•exceeds) the per formartice level specified in AAAL41WDMA/CSA
101/I.S.2/A440-05 for air-leakage resistance. Pie listed results were secured by using the
designated test methods and indicate compliance with the per form,ance requirements of the
referenced specification paragraphs for the H-R451016 x 1600.2(40x63)product designation.
This test report was prepared by National Certified Testing Laboratory (NCTL),for the exclusive use
of the above named client and it does not constitute certification of this product. The results are for
the particular specimen tested and do not imply the quality of similar or identical products
manufactured or installed from specifications identical to the tested product. The test specimen was
supplied to NCTL by the above named client. No conclusions of any kind regarding the adequacy or-
inadequacy of the glass in the test specimen are to be drawn from the ASTMS 330 test. FOa17b tape is
mounted to the perimeter of the test buck prior to clamping to the test wall. NCTL is a testing lab
and assumes that all iraform,a.tion provided by the client is accurate and does not guarantee or•
warranty any product tested or installed.
Detailed drawings were available for laboratory records and compared to the test specimen at the
time of this report. Component drawings were reviewed for product verification. The bill of
materials contains details with any deviations noted. Ambient conditions during the referenced
testing are available upon request.A copy of this report along with,representative sections of the test
specimen will be retained by NCTL. Tli,is report does not constitute certificatiorti or approval of the
product, which may only be granted by a certification program validator or recognized approval
entity. All tests were conducted in full compliance with the referenced specifications arzd/or test,
methods. This report»aay not be reproduced, except in full, without the written consent of NCTL.
NATIONAL CERTIFIED TESTING LABORATORIES
SERGE=AQET
Technician
ROBERT H. ZEIDERS, P.E.
Vice-President Engineering& Quality
SP/krr
APPENDIX A
Forced Entry Resistance Test Results
Test Method.ASTM F 588-07, "Standard Test Methods for Measuring the Forced Entry Resistance
Of Window Assemblies, Excluding Glazing Impact". Grade 10
TEST RESULTS
Paragraph No. Loads DUrati077, Measured Allowed
A2.1 Disassembly Test, NIA 5Minutes No Entry No Entry
A2.2-Lock Manipulation NIA 5 Minutes No Ent?y No Entry
A2.3—Sash Manipulatior7, NIA 5 Minutes No Entry No Entry
A2.5.2-Test Al L1= 667N(150 lbf) 1 Minute No Entry No Entry
A2.5.3-Test A2 L1= 667 N(150 lbf) 1 Minute No Entry No Entry
L2=333 N(75 lb))interior
A2.5.4-Test A3 L1= 667 N(150 lbf) 1 Minute No Entry No Entry
L2=333 N(75 lbf)exterior
A2.5.5-Test A4 L1= 667N(150 lbf) 1 Minute No Entry No Entry
L2=333 N(75 lbf)interior
A2.5X-Test A5 L1=667N(150 lbf) 1 Minute No Entry No Entry
L2=333 N(75 lbf)exterior
A2.5.8-Test A7 L1= 667 N(150 lbf) 1 Minute No Entry No Entry
L2=333 N(75 lbf)interior
L3=111 N(25 lbf)interior
A2.2-Locle Manipulation NIA 5 Minutes No Entry No Entry
A2.3—Sash Manipulation NIA 5 Minutes No Entry No Entry
APPENDIX B
Section 1•
Component Drawings, with Applicable Part Numbers, Manufacturing and Modeling Details,
were Reviewed (as submitted) for Product Verification
(Reference: NCTL-110-12639-1)
See Attached Documentation;
any deviations noted.
Note: The above referenced component drawings along with representative sections of the test specimen will be
retained per procedure by NCTL.This testing facility assumes that all information provided by the client is accurate.
i
Section 2•
Identification Date Page&Revision
Original Issuc 02/01/10 Not Applicable
i •
Th[s dacuneht Is omed by and the tifornatfan contained In It Is proprietary to Ideal Window Hfp.Co,by recelpt hereof the holder agrees net to use the InPornatlan,disclose It to any third
party nor reproduce this doa en*without the prior written consent of Ideal Window HPg.Cm,and agrees to return this doa ent farthWth upon request.
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This document Is owned by and the Information contained In It Is proprietary to Ideal W7ndow HFg.Ca,by receipt hereof the holder agrees not to use the Information,disclose It to any third
party nor reproduce this document without the prlar written consent of Ideal Window Hfg.Co,,and agrees to return this document forthwith upon request.
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TEST DATE f��
SERIES 4500 ' DP-35 SERIES 4500 IDEAL WIN3)QW
r�>aa SERIES 4500 — 0102 '"7° 01/21/2010 Ix�xm Z.G. arae NESTOR KALYNA MFG, C®i
This deeun—t Is awned by and the Infornatlam eontnln d In It Is proprietary to Ideal Window Mfg Co.,by recelpt hereof the holder agrees not to use the Inform-tion.dlsdose It to any itdrd
party nor reproduce this document without the prior written consent of Ideal Window Mfg.Co-and agrees to return this docunent forthwith upon request.
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DATEvxvsrm m
up"11P-50 SERIES 4500 R1O DP-50 SERIES 4500 IDEAL WINDOW
—10SERIES 4500 - 0108 MT° 01/21/2010 �6U'y, °��'T' MFG, CCI,
Z.G. NESTOR KALYNA
This document Is owned by and the Information contolned In It Is proprietary to Ideal Window Hf&Co.,by receipt hereof the holder agrees not to use the Information,disclose It to any third
party nor reproduce this document without the prior written consent of Ideal.Window Hfg Ca.,and agrees to return this document forthwith upon request
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TEST SPECU AEN! c.a��zf,ia,�r—;'FA
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REEF RT NO. NCTL-110-.1M �
TEST DATE-L16-IV
SDP-35 SERIES 4500 Taw DP-50 SERIES 4500 IDEAL WINDOW
SERIES 4500 — 0109 '"IE pl/21/2010 �'nHUMMVa MFG, CO,
Z.G.ZGNESTOR KALYNA
i
Series 4500 DP-35 All Cutting Information NK
1/21/2010
9:07 AM
Components for DP-35 Series 4500 D/H
Window Size: WIDTH HEIGHT TOP GLASS SIZE: 34.0000 X 28.6250
40 �.Q.6 'X;':6`3 �j0U,''' BOTTOM GLASS SIZE: 34.8750 X 28.6250
Sash
Cutting Logic: Amount Material Name Cut Length TTT TOP SASH SIZE: 36.3125 x 30.9375
1 4231 Top Handle 36.562 TTT BOTTOM SASH SIZE: 37.1875 x 30.9375
1 4234 Keeper Rail 36.562
1 4233 Lock Rail 37,438
1 4241 Bottom Lift Handle 37,438
4 4230W Stile 31.187 RqAR... GI'Qt , ` t)` 40i` '(T
„. � a' i.• li!4 IiII°.,fr'713:,^ri- 1 i3
480C Rebar 1 4234 Keeper Rail 30.062 As Needed
IT
480C
ii '.i;v,-�:3 50,
1 4233 Lock ail ,4• '? I h7 �.I.�,
480C Rebar R 31.688 As Needed (�;O �y 5'&`, 2.`T ,0'if o II dc� �5''
480C Rebar 1 ; . ,w �'� '��,�,rav;=i
4241 Bottom Lift Handle �` 4
30.938 As Needed 0`"�12 $l;' :!f2.5:frot ;, dg'e
Main Frame
Cutting Logic: Amount Material Name Cut Length TTT FINISHED FRAME: 40.0000 x 63.0000
1 4169 Header 40.250
1 4177W Sill 40.605
2 4178 Jambs 64,613 Cut on ISP001 or Tiger
Half Screen
Cutting Logic: Amount I Material Name Cut Length TTT FINISHED SCREEN: 36.8760 x 31.4685
2 V-27 37,600
1 DH-13 29,718
1 SC-14 29.718
Full Screen
Cutting Logic: Amount Material Name Cut Len tit TTT FINISHED SCREEN: 36.9375 x 60.3750
2 HJ7738-NW (width) 3, 8--` SPEC,
2 HJ7738-NW(height) 8.1 ii °'`° -- V
1 RF8HYCW(cross brace) 3,976 WITH THESE D,[.¢A„j S 0,063 a 1116
-+� ,�
0.126 ® 1/8
ANY DEVIA T!ON IS i",10TED 0.188 = 3/16
REPORT NO. NIC T L -110 ?9 1 0.250 1/4
Auxiliary Parts 0,313 ® 6116
Cutting Logic: Amount Material Name lit LOM th TEST DATEA,—7- -1® 0,376 p 318
2 4340 Sash Stop 12M0,438 a 7/10
2 2408 Balance Cover 27.312 0,600 = 1/2
1 4318 Head Expander 40.000 - 0.863 ® 8110
1 1317 Sill Angle 40,000 0,626 a 6/0
2 4326 Glazing Bead 34.439 Top Sash Width 0,688 a 11116
2 4326 Glazing Bead 36.313 Bottom Sash WIdt'h 0.760 = 3/4
4 4326 Glazing Bead 27,761 Top& Bottom Sash Heights 0,813 = 13/16
1 12139-17 Q-Lon Sill Seal 37,376 0,876 m 7/8
0,938 = 16/18
1,000 = 1
Ideal Window
Bill of Materials Size
DP-35 Series 4500 40.00 X 63.00
Frame
Item# Usage description Qty Length Location Option
068226 4169-1858-154-168-11-0000 Header 1.000 40.250 Header
082341 W21425NW.270 x.4-20 WHT UltraFin 1.000 38.313 Header
062421 4177W-1856-154-168-11-0161 Sill w/pile 1.000 40.625 Sill
062431 4178-1855-154-168-11-0000 Jambs 2.000 63.500 Jambs
082501 QEZ 260 Blue White( U3831 ) 1.000 40.625 Sill Seal
062401 4318-(499)-154-168 Head Expander 1.000 40.000 Header Yes
060241 1317-2021251-14-10-Sill Angle ' . 1.000 , 40.000 Sill Yes
090031 33114-00180-1.250"x.750 Foam 1.000 208.000 Jambs&Header Yes
040421 97-03-OOBW Weep Hole Cover 2.000 Sill
090084 1/2"x 2.00"x 2 20-PPI.Reticulated Foam 2.000 Sill
033016 Balance Bracket Left 101004 LH 2.000 Jamb
033b15 Balance Bracket Right 101005 RH 2.000 Jamb
010152 8A x 5/8" Ph Pan SS .410 4.000 2 per Jamb
010002 10-24 x 1.125"Jamb Adjuster 2.000 Jamb
040003 24 B071 Bumper 2.000 Jamb
010470 #6 8A x 1" Ph FLHD ZP 2.000 Jamb
'020235 562-090#6 Roller Tilt Left 2,000 Jamb
020223 562-090#6 Roller Tilt Right 2.000 Jamb
020229 070542060#77andem 4.000 2 per Jamb
'068229 4350-2233705-4.250"Jamb Filler 2.000 '4.25 Sash Stop on Jamb
062519 . 2408-(499)-154-192 Balance Cover 2.000 26.50 Jamb
010011 8A x 2" Ph Pan Hd ZP 4.000 2 per Jamb
TEST SPECIMEN CQMiP'Lfl_,6
WiEHTHESE E' q=
ANY Dl_-_i1F 't i 9� ii�3 13 €t�.1#I��Ff?�J
I
TEST DATR ESL,,
Ideal Window
1/21120'10
Page# 1 of 3
Top Sash
Item# Usage description Qty Length Location Option
062441 , 4231-1861-154-168-12-0000 Top Handle Top Lift Handle
082330 W212759W.270 x.270 White Fin Pile Top Lift Handle
082240 W212259W.270 x.220 White Fin Pile Top Lift Handle
062451 4234-1863-154-168-12-0000 Keeper Rail Keeper Rail
082340 W21335NW.270 x.330 White Fin Pile Keeper Rail
010405 BA-9710C 3/8"Staple Wool Piles
062561 4230W-1866-154-168-12-0220 DH Stiles Stiles with .270 x,270 Pile
062491 4326-(499)-154-168 Glazing Bead Widths and Heights
090105 Tremglaze S900 Parts A&B Wet Glaze
040139 1712W Vent Locks Stiles
040472 2260BW-RH End Rail Plug Top Lift Handle
040473 2260BW-LH End Rail Plug Top Lift Handle
040004 6990L-(1173G-X) Left Blue Pivot Bar Keeper Rail
040005 699R-(1173G-Y) Right Yellow Pivot Bar Keeper Rail
010152 8A x 5/8" Ph Pan Hd SS .410 Keeper Rail
041179 BW 76010-061 Left Sight Line.248 Offset Top Lift Handle
041180 BW 76110-061 Right Sight Line .248 Offst Top Lift Handle
030112 9330LBW(036K-W64W) Keeper Keeper Rail
010108 #4 6A x 1 1/4" Ph Flt Hd Zp Vinyl Hold Keeper Rail
090100 1/8"x15/16"x 15/16"Glazing Blocks All Rails
SS or DS Glass
480C Composite Rebar Keeper Rail Yes
TE
ST
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Wi TH SHE' r �"a',i_'s`0,Jt Y
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ANY�iL,"��if f:K',I�{�i�Es� IC.4 f?<IS/��TIED !
REP
TEE ST D,
Ideal Window
1/21/2010
Page#2 of 3
Bottom Sash
Item# Usage description Qty Length Location Option
062471 4241-1865-154-168-12-0060 Bottom Lift Handle Bottom Lift Handle
040472 2260BW-RH End Rail Plug Bottom Lift Handle
040473 2260BW-LH End Rail Plug Bottom Lift Handle
040004 6990L-(l 173G-X) Left Blue Pivot Bar Bottom Lift Handle
040005 699R-(1173G-Y) Right Yellow Pivot Bar Bottom Lift Handle
010152 8A x 5/8"Ph Pan Hd SS .410 Bottom Lift Handle
062561 4230W-1866-154-168-12-0220 DH Stiles Stiles with .270 x.270 Pile
062491 4326-(499)-154-168 Glazing Bead Widths and Heights
090105 Tremglaze S900 Parts A&B Wet Glaze
010405 BA-9710C 3/8" Staple Wool Piles
090100 1/8"x15/16"x 15116" Glazing Blocks All Rails
062461 4233-1864-154-168-12-0000 Lock Rail Lock Rail
082340 W21335NW.270 x.330 White Fin Pile Lock Rail
041171 76030-061 BW LH .075SNAP RAD.SCLP Lock Rail
041181 76130-061 BW RH .075SNAP RAD. SCLP Lock Rail
030114 9730LBW(036-11S) Right Lock Lock Rail
010106 8A x 1 1/8" PH FLT HD ZP Lock Rail
SS or DS Glass
480C Composite Rebar Bottom Handle Yes
Lock Rail Yes
Screen
Item# Usage description Qty Length Location Option
179428 HJ8181 (V-27) Width
179420 HJ7748 (SC-14) Height
179424 HJ7749 (DH-13) Height
019000 Screen Warning Label
020040 D27 Coil Spring Width
020051 SP21 R-015 x.050 Flat Spring Height
030010 3218 Right Screen Lock Width
030020 3219 Left Screen Lock Width
030029 CKL.206"x.221"Corner Key All Rails
090051 1/4"x 1/2"x 1/2" Clip Foam Bug Stop Width
160499 Screen Cloth
160511 .175" Black Screen Cord
082432 W13381NW.187 x .380 W/O Fin White Top Width
081059 W23191 NW 0000 .187 x.190 Ultra Fin Bottom Width
TEST S-P'E-CN'fJEN1
'I l i E l I-ESTE DE"T!H-S.
ANY DEVI/k:i0I'll iS NO"F IED
rPORT X110- NCTL.-110
TEST Ideal Window
1/21/2010
Page#3 of 3
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REVISIONS
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This document and the Information contained Is owned by and propri®tory to VI®Ion
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.......................................
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unmarked =0.015"
r—._ This document and the Information contained Is owned Aby and pro-prietary t®VI®1on"--""'
Extrusions Limited. By receipt hereof,the holder agrees not to use the Information, dlaoioae
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Extrusions Limited. By receipt hereof,the holder agrees not to use the Information, disoloaa
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This document and the Information contained is owned by and proprlekary to Vfslori
Extrusions Limited. By receipt hereof,the holder agrees not to use the Information,disolose
off
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I REVISIONS
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f
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f =full 1,160 WALL THICKNESS;
unmarked=0.015"
1.5241/'-- NOMINAL®0,070"
a 0.05611
This document and the Informatlon contalned Is owned by and proprle5i to V�slon
Extrusions limited. By receipt hereof,the holder agrees not to use the Information, disclose
' It to any third parties norreproduce this document without theLLprlor writt®n consent of Vlelon
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5. TITLE: Dwg. or Part No. REV,
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