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378 Sargo Rd (vault) �bb ° 10713 Tom' f DEPARTMENT OF B 'LDING CITY OF ATLANTIC E EACH PER141 I"NFORMT10" — -------- LOCA `TON ,114FORMAT I ON . " it NUmb r> 0713, Address: 37S AR Rt AO Permit T * + *. D "LU NO "A ` AN0' IBEACH FLORIDA � 233 oNu : - A " �" Off` -w _� -� L RSA I PON rop osed U a S 1. OLE PAkI LY *wasRNC. � D ; t' QtS ; cc :, Q . Su a gra; s :; REAL PALMS Improv. ost , A'li u 2 4 `. iTION, i CSR' f ERH I T $25 ,00 A " ROAD , 1 WA TI�SPAC 'FBR rim WATER miglm/TAP '$0 .00 RADON Old 1 .. 0 .0 0 N O NIS"RI! A N _..w.. _ RAIN CAt ,' PRA CROSS (,*ONNgCTION 0, � 3 1 SEC H 0 PACT. FE A4 p yyy,q +1:TPM ATL+4C.i4 m fi$ i i i 1 NOTICE ALL CONCRETE FORAMS AND FOOTINGS Mt ST BE INSPECTED,BEFORE POURING i PERMIT VOID SIX MONTHS A ER DATE OF ISSUE ol DING MATERIAL,RUBBI H AND:"DEBRIS FROM THIS WORK M ST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ABED UP AND HAULED AWAY`BY"EITHER CONTRACTOR ORO AfNEA �r ILUR ", WITH THE MECH) N Vis" A /"1 i. E P�toP ca NERv P NGTWICE RTN WILDING r to � OVEMtuls„ IUED ACCORD NG TO ROVED PLANS WHICH ARE PART C F THIS PERMIT AND SUBJECT TO REVOCATION fOR V CATION OFA. .LICABL PROVISIONS OF LAW. Al, NTIC 13EACM E titLDING "EPARTMENT . _ . e 4, CITY OF ATLANTI BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITION'S Owner(s): 56 l Address: ���L> � Phone: Lot # Block or Unit # Subdivision: Contractor: 0 tkA)t!_e_-) State License # Address: Phone No: Describe work to be done: PC4,- A7 Present use of building: 'fir Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft . X ft. Will the added area be heated and cooled? New ele trical ? [L-' (or increase) �- New plumbing fixtures? New firepla a?_New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENC ENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: /V '`"1/ �/l Date.: h� Signature CONTRACTOR: Date: License SU, pplied: Liability', Insurance: Worker's Compensation Insurance: CITY OF ATLANTIC BEACH . . 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-0 033888 Date 11/09/06 Property Address . . . . . . 378 'EARGO RD Application type description RESI ENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO B UPDATED Application valuation . . . . 1742 ---------------------------------------- ----------- Application desc REPLACEMENT WINDOWS ---------------------------------------- ------------- Owner Contractor ----------- ------------------------ DONOR, PAT WINDOW WORLD OF JACKSONVILLE 378 SARGO ROAD 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 443-7001 ---------------------------------------- ------------ Permit BUILDING PERMI Additional desc . . Permit Fee 40 . 00 Plan Check Fee . 00 Issue Date . . . . 11/07/06 Valuation . . . . 1742 Expiration Date . . 5/06/07 ---------------------------------------- ------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total 40 .00 40 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 40 .00 40 . 00 . 00 . 00 PERMT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF kTLANnC BEACH ORDINANCES AND THE FLORIDA BUR DING CODES a S� CITY OF ATLANTIC BEACH N PLAN REVIEW SHEET S.Makowski Building Department Public Wo ks&Public Utilities Departments iggins 800 Seminole Road 1200 Sandl iper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beh,Florida 32233 R. Carper (904)247-5800 (904)247- 834 D. Kaluzniak (904)247-5845 Fax (904)247- 843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Sq Property Address: S eq d d 4. 01 Applicant: '7) p �A Project: This permit application has been: Approved as noted by the � Department. Final application approval must come from the Building Department. jtekiew d no owing items need attention: 111-41 Lo 60v lof 12 t S• S l i lo Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS,GARAGE DOORS,HURRICANE SHUTTERS Date: Please submit(2)complete sets of plans with application. Job Address: 318 S,4R 90 Owner: nOjQ 0 $ Address: 3�} S 0 Phone: Lo Legal Description: BI F k Number: a� L t Number: 2 Z, Zoning District: �' Contractor: ���a'i/ ,,),, JACILXMt State License Number: 2 /250391 Address: C FPsS �(u 4 �0$�. Phone: - 3 — �l SDescCity: J-4y State: r4- Zip: _� Fax: 4cf 7S- Describe ribe proposed use and work to be done: 2, 0/A ✓l &/"466W.5- Present !/"466WSPresent use of land or building(s): Valuation of proposed construction: yZ O Is approval of Homeowner's Association or other private entity required? 1Uy If yes,please submit with this application. Required Building Data: cc Mean Roof Height 1.4 (ft) Building Width 3S (ft) Building Length Roof Slope q /7i Window Height (ft) Window Width j (ft) Window Elevation from Grade 3 (ft) Measurement from corner of building to window 4 (ft) Number of windows being installed l� Mean Roof Height 800 Seminole Road •Atlantic each,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247 5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all i4formation as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is re f'uired: 1. Product approval for all (FBC 2004) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all infopriation provided with this application is correct hh Signature of O PlAw Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or load rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the prope . I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting ata have been or shall be provided as required. 4�6 Signature of Contractor: Date: Address and contact information of person to receive all correspond nce regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: -- -- - AS TO OWNER: Sworn to and subscribed before me this '3 C)zv�- day of State of Florida,County of Duval MARK SOULE$ Notary's Si c: g Notary Pwit*C,Stale of Honda CommisWW DD 411629 ❑ P onall known My Comm.90"Match 27,2009 roduced identification Type of k lentification producedr a?�t�� �2e V82-5 L rc-c-,r -- AS TO CONTRACTOR: g53� 5�`f�g �i3o Sworn to and subscribed before me this day of �C,/ ,20�. State of Florida,County of Duval AMANDA CRAIGHEAD Notary's Signature: #: .. MY COMMISSION#DD 313862 EXPIRES:April 27,2008 Bonded 7hru Notary Public Underwriters ersonall known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 5 L 0 S r "7, 3 �L r D 3C. x 3G 1 �l 3` % 3 3(a zv 1 3 (0 s 3 8 .3 l0 3V% r t Zn � �t d + I-Y4 t eat C, �.vt ELLE COPY �ro,/ y 8110 Cypress Plaza Drive,Ste 405 • Jacksonville,FL 32256 II 4 d Flerida Building Code Online Page 1 of 4 k�:. � � y is `� A; � z.s� r�r��• � � a a,�^: s,`� ''�� sy� qd � � �;'. a a ,Ssp k :c�'.am .R„:.. r,ra.""? .. ,F f4"'• .,,s, .,re. ,...,., 4 v,,a•. ..n,A3,'I ,.. �k BCIS Home Log In ', Hot Topics Submit Surchar a '... Stats & Facts Publications '.. FBC Staff BCIS Site P 5 4Prodlulct Approval i a USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail $ FL # FL1089-R1 60 0"'A OApplication Type Revision Ign, ` i y Code Version 2004 � . Application Status Approved INNN WK Comments Archived �-� � Product Manufacturer Alside, Inc., Division of AMI NJ Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 ay mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com ' Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road pvg w• 12 Cuyahoga Falls, OH 44281 NOWWn mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Associz hnp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG i VXQwtDgtwudLxnkwGmV1tZ74... 7/26/2006 Florida Building Code Online Page 2 of 4 a Standard and Year of Referenced Sta ( Standard Standard) ANSI/AAMA/NWDA 101 IS-2 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 m., `-,m_ _.. __ _ _ _ _ ._ ,_ 1Summar y of Products FL # IlModel, Number or Name IlDescription 1089.1 0201 Replacement: 48x78 DP30, 44x7 IDP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 (1/8" annealed) DP30, 44x77 (1/8" annealed) DP35, 44x60 (1/8" annealed)DP45, 36x72 (1/8" anneal d) DP55 1089.2 0301 New Construction: 48x77 DP25, 44x60 DP35, 36x72 DP50; 3/32" Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: 0301:48x77 (3/32" annealed) DP25, 44x77 (3/32" annealed) DP30, 44x6 (3/32" annealed)DP35, 36x72 (3/32" annea ed) DP50 ji 1089.3 0401 Replacement: 48x78 DP25, 44x7 ]DP40, 36x72 DP35; 1/8" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: http://www.floridaluilding.org/pr/pr_app_dtl.aspx?param=wG VXQwtDgtwudLxnkwGmV1tZ74... 7/26/2006 Florida Building Code Online Page 3 of 4 G Other: 0401:48x78 DP25 (1/8" annealed), 4407 (1/8" annealed) DP30, 44x60 1/8" annealed)DP40, 3602 (1/8" annealed) DP35 1089.4 0501 Replacement: 52x84 DP25, 44x7 DP45, 36x72 DP45, 36x60 DP60; Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions I Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- E Other: 0501:52x84 (1/8" annealed) DP25, 4407 (1/8" annealed) DP40, 44x60 1/8" annealed)DP45, 36x72 (1/8" annealed) DP45, i36x60 (1/8" annealed) DP60 1089.5 0501 Replacement: 52x61 DP35; 1/8" locks/keepers,"DP" tilt latch w/"h Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0501:52x61 "C" package (1/8" annealed) DP35 1089.6 8001 Replacement: 44x77 DP30, 44x6 IDP40; 3/32" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions i Approved for use outside HVHZ: Verified By: E Impact Resistant: Design Pressure: +/- Other: 8001:4407 DP30,44x60 DP 0,36x72 �DP40 1089.7 9001 450, placement: 44x77 DP35, 44x6 36x60 DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 9001:44x77 DP35,44x60 DP 0,36x72 DP50,36x60 DP65 Back Next DCA Administration http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE XQwtDgtwudLxnkwGmVItZ74... 7/26/2006 Florida Building Code Online Page 4 of 4 FYI Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-V 24, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: W pHk http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE XQwtDgtwudLxnkwGmV1tZ74... 7/26/2006 Architectur l Testing AAMA/WDMA/CSA T1 ST REPORT Rendered to: ALSIDE WINDOW OMPANY SERIES/MODEL: 0201 PRODUCT TYPE: PVC Dot ble Hung Window SummaKy of Results Title Test Specimen N1 Test Specimen#2 Test Specimen#3 Primary Product Designator H-LC25 1118 x 1956 H-LC45 1 1 18* 1524* H-LC55 914*1524* 44 x 77 44 x 60 36 x 60 Design Pressure* 1200 Pa 25.0 p io 2160 Pa 45.0 s 2640 Pa 55.0 pso Negative Design Pressure* 1200 Pa 25.0 t 2160 Pa 45.0 pst) 2640 Pa 55.0 st Operating Force in motion 89 N 20 Ib N/A N/A Air Infiltration 1.1 L/s/m z N/A N/A 0.21 cfm/ft Water Penetration Resistance Test Pressure 440 Pa 9.0 ps N/A N/A Uniform Load Structural Test Pressure ±1800 Pa(±37.5 sf) ±3240 Pa ±67.5 s ±3960 Pa(±82.5 st Forced Entry Resistance Grade 10 N/A N/A *-Optional Secondary Designators Test Comple TitEoltopy Reference must be made to Report No. 62609.02- 01-47, dated 02/14,/06 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717.764-4129 www.archtest.com Architecturlal Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Rc ad Cuyahoga Falls,Oh o 44223 Report No.: 62609.02-501-47 Test Dates: 01/25/06 Through: 01/27/06 Report Date: 02/14/06 Expiration Date: 01/27/10 Project Summary: Architectural Testing, Inc. (AT ) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 0201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC25 1 1 18 x 1956 (44 x 77); Test Specimen #2: H-LC45 1 l 18 x 1524* (44 x 60*); Tes Specimen #3: H-LC55 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evalua ed in accordance with the following: ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/l.S.2/A440-05, Stand d/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen #1: H-LC25 1118 x 1956(44 x 7) Overall Size: 1 1 18 mm(44") wide by 1956 mm (77")high Top Sash Size: 1035 mm(40-3/4")wide b 940 mm(37") high Bottom Sash Size: 1060 mm (41-3/4") widc by 965 mm(38") high Screen Size: 1019 mm(40-1/8")wide by 965 mm (38") high Overall Area: 2.19 mZ (23.5 fe) 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717.764-4129 www.archtest.com N' 62609.02-501-47 Architectural Testing Page 2of10 Test Specimen Description: (Continued) Test Specimen#2: H-LC45 1118 x 1524* (44 x 0*) Overall Size: 1 1 18 mm (44")wide by 1524 mm(60") high Top Sash Size: 1035 mm (40-3/4")wide by 721 mm (28-3/8") high Bottom Sash Size: 1060 mm(41-3/4") wide by 748 mm (29-7/16") high Overall Area: 1.70 m2 (18.3 fe) Test Specimen#3: H-LC55 914 x 1524* (36 x 0*) Overall Size: 914 mm (36") wide by 1524 rnm (60") high Top Sash Size: 832 mm (32-3/4") wide by 21 mm (28-3/8") high Bottom Sash Size: 857 mm (33-3/4")wide by 748 mm(29-7/16") high Overall Area: 1.39 m2 (15.0 ft) The following descriptions 4 ipply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16") thick, sealed insulating glass fabricated from two sheets of 3.0 mm(1/8")clear annealed glass a U-shaped steel spacer system embedded in sealant, single sealed. The insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was co structed using mitered and welded corner construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. ti V 62609.02-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 4.7 mm (0.187") backed by I Row Head insert, sill, lock rail 6.6 mm (0.260") high pile with center fin 4.7 mm(0.187") backed by l Row Exterior meeting rail (exterior), 8.9 mm (0.350") high pile top rail with center fin 4.7 mm(0.187") backed by 2 Rows Sash stiles 8.9 mm (0.350") high pile with center fin 4.7 mm(0.187') backed by I Row Exterior meeting rail (interior) 14.0 mm (0.550") high vinyl jacket/foam filled bulb 4.7 mm (0.187") backed by I Row Bottom rail 10.2 mm(0.400")diameter, offset vinyl jacket/foam filled bulb 25.4 mm(1.0") by 12.7 mm(l/2") 4 Meeting rails, one at each end by 6.4 mm (0.250") high adhesive backed pile pad Hardware: Description Quantity Location Metal button cam lock I Lock rail at mid-span, with mating and keeper keeper at exterior meeting rail (Test Specimen#1) Metal button cam lock 2 Lock rail,216 mm(8-1/2") in from and keeper each end, mating keepers at exterior meeting rail (Test Specimen #2 &#3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes 62609.02-501-47 Page 4 of 10 hi g Architectural al Testing Pa Test Specimen Description: (Continued) Drainage: Description Quantity Location 22 mm (7/8")wide by 2 Exterior face of sill, one at 4.7 mm(3/16") high weepslot each end (with flap) 32 mm (I-1/4") wide by 2 Sill/jamb intersection, one at each 12.7 mm (1/2") deep weepslot end 25 mm (I") wide by 2 Intermediate sill wall,one at 4.7 mm (3/16") high weepslot each end 19.0 mm(3/4") wide by 2 Sill screen track,one at 4.7 mm (3/16") deep weepslot each end 9.5 mm (3/8")wide by 4 Bottom sash rail and exterior 3.2 mm (1/8")deep weepslot meeting rail, one at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The keeper rail and bott m rail contained a custom shaped, formed steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"), reference Drawing No. UY0094. Installation: The unit was installed in a w od buck constructed of Spruce-Pine-Fir construction lumber and secured through the j mbs to the buck using four #8 x 64 mm (2-1/2") long screws, one at the top and bottom of each jamb. The exterior and interior perimeter was sealed with a silicone sealant, wit i the exception of an approximate 102 mm (4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window fran e. u 62609.02-501-47 Architectur I Testing Page 5 of 10 Test Results: The results are tabulated as follows: Paragraph Title of Test -Test Method Results Allowed Test Specimen#1: H-LC25 1118 x 1956 (44 x 7 ) 2.2.1.6.1 Operating Force 5.3.1.1 Bottom Sash Open Breakaway 67 N(15 lbs) 230 N (50 lbs) Maintain motion 89 N(20 lbs) 155 N (35 lbs) Close Breakaway 36 N (8 lbs) 230 N (50 lbs) Maintain motion 45 N(10 lbs) 155 N (35 lbs) Top Sash Open Breakaway 27 N (6 lbs) 230 N (50 lbs) Maintain motion 89 N(20 lbs) 155 N (35 lbs) Close Breakaway 53 N (12 lbs) 230 N (50 lbs) Maintain motion 80 N (18 lbs) 155 N (35 lbs) Lock Open 5 N (1 Ib) 100 N (22.5 lbs) Close 5 N (I Ib) 100 N (22.5 lbs) Latches Open 5 N (1 lb) 100 N (22.5 lbs) 2.1.2 Air Leakage Resistance per AST vl E 283 (See Note#1) 5.3.2 75 Pa(1.57 psf,25 mph) 1.1 L/s/m2 1.5 L/s/m2 (0.21 efm/ft) (0.30 cfm/ft)max. Note #1: The tested specimen meets (or exc eds) the performance levels .specified in ANSI/AAMA/NWWDA 101/I.S.2-97, 101/I.S.2 NAFS-02, AAMA/WDMA/CSA 101/1.S. 2/A440-05 for air infiltration. Ak 62609.02-501-47 7 Architectural Testing Page 6of10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-LC25 1 l 18 x 1956 (44 x 7 ) (Continued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psf) No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa(25.0 psf)(positive) 6.9 mm (0.27") See Note#2 1200 Pa(25.0 psf)(negative) 9.1 mm (0.36") See Note#2 Note#2: The deflections reported are not limitec by AAAA/WDAA/CSA 101/LS2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 2.1.4.2 Uniform Load Structural per AS M E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 0.5 mm (0.02") 4.1 mm (0.16") max. 1800 Pa(37.5 psf)(negative) 0.3 mm (0.01") 4.1 mm (0.16") max. 2.1.8 Forced Entry Resistance per AST M F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests A t through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.02-501-47 Architectural Testing Page 7 o 10 Test Results: (Continued) Para rg aph Title of Test-Test Method Results Allowed Test Specimen#1: H-LC25 1 1 18 x 1956(44 x 7 ) (Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm (0.45") Top rail I.5 mm(0.06") 11.43 mm (0.45") In remaining direction -230 N (5) lbs) Left stile 0.3 mm(0.03") 11.43 mm (0.45") Right stile 0.3 mm(0.03") 11.43 mm(0.45") Bottom Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm (0.45") Bottom rail 1.5 mm (0.06") 11.43 mm(0.45") In remaining direction -230 N (5) lbs) Lett stile 0.3 mm(0.03") 11.43 mm (0.45") Right stile 0.3 mm(0.03") 11.43 mm (0.45") Optional Performance 4.3 Water Resistance per ASTM E 5 7 4.4.3.4 (with and without screen) 440 Pa(9.0 pst) No leakage No leakage 62609.02-501-47 Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: H-LC45 1 l 18 x 1524* (44 x 0*) Optional Performance 4.4.1 Uniform Load Deflection per AS M E 330 4.4.3.2 (Deflections reported were taken n the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa(45.0 psf) (positive) 10.7 mm (0.42") See Note#2 2160 Pa(45.0 psf)(negative) 14.7 mm (0.58") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 psf)(positive) 0.3 mm (0.01") 4.1 mm (0.16") max. 3240 Pa(67.5 psf) (negative) 1.5 mm (0.06") 4.1 mm (0.16") max. Test Specimen#3: H-LC55 914 x 1524* (36 x 6)*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa(55.0 psf) (positive) 9.1 mm (0.36") See Note#2 2640 Pa(55.0 psf)(negative) 7.6 mm (0.30") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.5 psf)(positive) 1.5 mm (0.06") 3.3 mm (0.13") max. 3960 Pa(82.5 psf)(negative) 0.3 mm (0.01") 3.3 mm (0.13") max. P q 62609.02-501-47 Architectur l Testing Page 9of 10 Drawing Reference: The test specimen drawings hive been reviewed by ATI and match the test specimen reported herein. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the ertification program administrator. This report may not be reproduced, except in full,without tie approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. J_oj4A Digftry 3*id for LY—G-W by.Mrrkr L DWW US ially Signed by:Michael L Mackerem Lynn George Michael L. Mackereth Project Manager D rector- Operations LGJld Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13)