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Home My WebLink AboutX2021-2737 - Inspection Final Docs (8)19000 MacArthur Boulevard, Suite 500 | Irvine, California 92612 | Phone (949) 720-3850 | Fax (949) 720-3843 www.pancakearchitects.co m m CLEARWATER AT N.B. DATE / TIME: 02/28/22 RESPONSE – RFI #003R1 Please transmit the following pages to: NAME: Chris Heim E-MAIL: CHeim@WEOneil.com COMPANY: W-E-O’Neil PROJECT #: 15025.00 PROJECT: Clearwater at Newport Beach We are transmitting 2 pages (including this cover page). If you do not receive all the pages, please call us at (949) 720-3850, x310 as soon as possible. Neither the request nor the received response provides authorization for work that increases the cost or time of the project. Please find reply to Additional Information for RFI # 003 R1 – Title 24 U Value and VT Value Requirements for Vinyl Windows Question: Reference sheet M7.01 Table G5 Fenestration Assembly Summary. It is assumed that the fixed window requirements would also apply to fixed and operable vinyl windows. Please confirm the minimum VT requirement for fixed and operable vinyl windows. One of the proposed Milgard windows offers a maximum VT value of .45, and cannot meet the Table G5 requirement of 0.54. Response: Please see attached response from P2S (Mechanical Engineer). Thank You, Morgan Goei INFORMATION REVIEW APPROVAL REVISION HARD COPY TO FOLLOW FILE: 15025.00 RFI 003 R1 RESPONSE.DOC Subject:Title 24 VT Value Requirements for Vinyl Windows Date: Job: Required: Project: Address: Phone: Estimated Cost Impact: Estimated Days Impact: 02/24/22 Clearwater Harbor Point Senior Living From: 1821203 03/03/22 Fax: To: 101 Bayview Place Newport Beach CA 92660 Thomas Le Douglas Pancake Architects W. E. O'Neil Const Co of CA Nikki Saavedra REQUEST FOR INFORMATION 0003.1 Page:1 of 1 Printed On:Feb 24, 2022 W. E. O'Neil Const Co of SD 201 Lomas Santa Fe Drive Suite 380 Solana Beach CA 92075 Co-Author:Contact:Co-Author RFI Number:null Reference: Spec. Section Drawing Ref. Reference sheet M7.01 Table G5 Fenestration Assembly Summary. It is assumed that the fixed window requirements would also apply to fixed and operable vinyl windows. Please confirm the minimum VT requirement for fixed and operable vinyl windows. One of the proposed Milgard windows offers a maximum VT Value of .45, and cannot meet the Table G5 requirement of .54. Request: Suggestion: Answer:Accept Suggestion Date: Signed: Answered By: Distribution: Visible Transmittance of 0.45 is acceptable for operable windows per the Energy Code. Stephen Kazim, PE STATE OF CALIFORNIA FENESTRATION ACCEPTANCE CEC-NRCA-ENV-02-F (Revised 01/20) CALIFORNIA ENERGY COMMISSION X2021-2737Clearwater Senior Living City of Newport Beach 101 Bayview Pl Newport Beach 92660 MIL-A-153-13306-00001 MIL-A-178-08040-00001 MIL-A-153-04996-00001 MIL-A-178-05945-00002 MIL-A-178-05945-00001 STATE OF CALIFORNIA FENESTRATION ACCEPTANCE CEC-NRCA-ENV-02-F (Revised 01/20) CALIFORNIA ENERGY COMMISSION X2021-2737 Sean Carroll W.E. O'Neil Construction 02/05/24 201 Lomas Santa Fe Dr. Solana Beach, CA 92075 (310) 970-2869 Bill Rucker Hardy Window Company Director of New Construction 1639 E. Miraloma Ave Placentia, CA 92870 714-996-1807 02/05/24 Sean Carroll W.E. O'Neil Construction Senior Project Engineer 201 Lomas Santa Fe Dr. 484031 Solana Beach, CA 92075 (310) 970-2869 02/05/24 Clearwater Senior Living City of Newport Beach 101 Bayview Pl Newport Beach 92660 Sean Carroll Digitally signed by Sean Carroll DN: C=US, E=scarroll@weoneil.com, O=W.E. O'Neil, OU=Clearwater Harbor Pointe, CN=Sean Carroll Date: 2024.02.05 14:40:58-08'00' Digitally signed by Bill Rucker DN: cn=Bill Rucker, c=US, o=Hardy Window Company, email=bill@hardywindows.com Date: 2024.02.05 14:04:17 -08'00'Bill Rucker Sean Carroll Digitally signed by Sean Carroll DN: C=US, E=scarroll@weoneil.com, O=W.E. O'Neil, OU=Clearwater Harbor Pointe, CN=Sean Carroll Date: 2024.02.05 14:40:46-08'00' STATE OF CALIFORNIA ENVELOPE CEC-NRCI-ENV-01-E (Revised 01/20) CALIFORNIA ENERGY COMMISSION Clearwater Senior Living City of Newport Beach X2021-2737 101 Bayview Pl Newport Beach 92660 X2021-2737 X X Title 24 M7.01, M7.02, M7.03 08/23/22 Window Drawings A10.1 08/23/22 08/23/22 08/23/22 Exterior Drawings 08/23/22A8.1 &A8.2 STATE OF CALIFORNIA ENVELOPE CEC-NRCI-ENV-01-E (Revised 01/20) CALIFORNIA ENERGY COMMISSION Clearwater Senior Living City of Newport Beach X2021-2737 101 Bayview Pl Newport Beach 92660 W.E. O'Neil Construction 201 Lomas Santa Fe Drive Solana Beach, CA 92075 Sean Carroll Engineer (310) 970-2769 2/2/24 484031 W.E. O'Neil Construction 201 Lomas Santa Fe Drive Solana Beach, CA 92075 Sean Carroll (310) 970-2769 2/2/24 Sean Carroll Digitally signed by Sean Carroll DN: C=US, E=scarroll@weoneil.com, O=W.E. O'Neil, OU=Clearwater Harbor Pointe, CN=Sean Carroll Date: 2024.02.05 13:50:00-08'00' Sean Carroll Digitally signed by Sean Carroll DN: C=US, E=scarroll@weoneil.com, O=W.E. O'Neil, OU=Clearwater Harbor Pointe, CN=Sean Carroll Date: 2024.02.05 13:50:30-08'00' AAMA/WDMA/CSA 101/I.S.2/A440-08 CSA A440S1-09 TEST REPORT SUMMARY Rendered to: MILGARD MANUFACTURING 1010 54th Avenue East Fife, WA 98424 PRODUCT TYPE: XO – Horizontal Sliding Window SERIES/ MODEL: 6110 Title Summary of Results Primary Product Designator Class LC-PG30:Size tested 1511 x 1511 mm (60 x 60 in)-Type HS* Design Pressure ± 1440 Pa (30.08 psf) Operating Force (in motion max) 38 N (8.5 lbf) Air Infiltration 0.2 L/s/m2 (0.03 cfm/ft2)* Canadian Air Infiltration/Exfiltration A3 Level Water Penetration Resistance Test Pressure 220 Pa (4.59 psf) Uniform Load Structural Test Pressure ± 2160 Pa (45.11 psf) Forced Entry Resistance ASTM F588-07 - Grade 20 – Pass* CAWM 1-79, CMBSO 301 – Pass* *Reference NCTL Report #310-2484 for Original Gateway Performance and Air Leakage and Forced Entry Resistance Test results. Test Completed: 04/09/13 Reference must be made to Report No. NCTL-310-3316 dated 06/05/13 for complete test specimen description and data. For National Certified Testing Laboratories Jim Clarke Structural Performance Technician AAMA/WDMA/CSA 101/I.S.2/A440-08 CSA A440S1-09 STRUCTURAL TEST REPORT NCTL-310-3316 REPORT TO: MILGARD MANUFACTURING 1010 54TH AVENUE EAST FIFE, WA 98424 REPORT NUMBER: NCTL-310-3316 REPORT DATE: 06/05/13 PRODUCT: XO – 1511 x 1511 mm (60 x 60 in) Horizontal Sliding Window Report Number NCTL-310-3316 Report Date 06/05/13 Report To MILGARD MANUFACTURING 1010 54th Avenue East Fife, WA 98424 Test Start Date 04/0913 Test End Date 04/09/13 Specification AAMA/WDMA/CSA 101/I.S.2/A440-08 NAFS North American Fenestration Standard/Specification for windows, doors, and skylights CSA A440S1-09 Canadian Supplement to AAMA/WDMA/CSA 101/I.S.2/A440, NAFS - North American Fenestration Standard/Specification for windows, doors, and skylights Performance Results Class LC-PG30:Size tested 1511 x 1511 mm (60 x 60 in)-Type HS* *Reference NCTL Report #310-2484 for Original Gateway Performance Description of Specimen Tested Note: All dimensions are in the order (Width x Height x Thickness) unless otherwise noted. Model/ Series 6110 Series Horizontal Sliding Window Configuration XO Overall Frame Size 1511 mm x 1511 mm (59.5” x 59.5”) Active Sash Size 742.95 mm x 1466.85 mm (29.25” x 57.75”) Fixed Daylight Opening 695.33 mm x 1450.98 mm (27.375” x 57.125”) Frame & Sash Type Extruded polyvinyl chloride (PVC) Joint Construction All corners were mitered and welded, the fixed interlock was fitted and double screw-connected to the head and sill extrusions Glazing Components Overall 19 mm (0.75”) nominal Glass Thickness Two (2) panes of 2.4 mm (0.09375”) nominal annealed Spacer Type/Size 14.3 mm (0.5625”) nominal steel U-channel (SU-D) Glazing System Exterior glazed with a foam tape back-bedding and a snap-in extruded vinyl glazing bead Weatherstrip Type Woolpile with integral center fin(s) Size 5.6 mm (0.220”) high Location 1. Along the exterior face of the active sash jamb stile and top and bottom rails 2. Along the interior face of the fixed interlock Filler Bars Not Applicable Operating Hardware Locks Type Positive action lock Location Single screw-connected to the edge face of the active interlock at the midpoint Note: The lock mount screws continued into or through a leg of the internal reinforcement Keeper Type Zinc strike Location Single screw-connected to the interior face of the fixed interlock at the corresponding location Rollers Type Dual wheel adjustable nylon Location Snap-fit onto the bottom face of the active sash bottom rail near each end. The rollers rested on an extruded vinyl sill track, snap-fit into the interior sill channel. The sill track was cut approximately 9.5 mm (0.375”) short at each end to allow for water drainage. Pull Handle Type Integral vinyl Location Full length on the interior face of the active interlock Auxiliary Type Extruded vinyl antilifts Location Snap-fit into the interior head channel, within the active sash opening near each end, two (2) total Reinforcement Type Extruded aluminum Location 1. Internal hollow of the fixed interlock 2. Internal hollow of the active interlock Weep Description Size 6.35 mm (0.25”) diameter hole Location Below the active I.G. unit, through the glazing pocket floor, draining completely through the bottom rail into the interior sill channel at each end and at 101.6 mm (4”) from each end, four (4) total Size 17.46 mm x 4.76 mm (0.6875” x 0.1875”) Location From the interior sill channel, through the sill floor, draining into the internal sill hollow at 44.45 mm (1.75”) from each end, two (2) total Size 15.88 mm x 4.76 mm (0.625” x 0.1875”) Location From the exterior sill/screen channel, through the sill floor, draining into the internal sill hollow at 41.28 mm (1.625”) from each end, two (2) total Size 9.53 mm x 4.76 mm (0.375” x 0.1875”) Location From the internal sill hollow, draining out the exterior sill face at 44.45 mm (1.75”) from each end, two (2) total Interior/ Exterior Surface Finish White vinyl (PVC) Sealant Location Glazing corners Material Silicone Insect Screen Corner Construction Pressure fitted plastic corner keys Material Fiberglass mesh with solid spline, two (2) stile retainer springs and (2) pull tabs. Installation Method The window was installed in a 50.8 mm x 152.4 mm (2” x 6”) wood buck and the window was fastened through the nail fin with #8 x 31.7 mm (1.25”) washer head screws located at 101.6 mm (4”) from each corner and 203.2 mm (8”) on center thereafter at the frame perimeter. This space left intentionally blank Test Results - AAMA/WDMA/CSA 101/I.S.2/A440-2008 Paragraph Test 5.2 Operating Force and Force to Latch - Method B (Force Gauge) ASTM E2068-00(08) Initiate Motion = 69 N (15.5 lbf) Allowed (Normal Use) = Report Only Maintain Motion - Opening = 38 N (8.5 lbf) Maintain Motion - Closing = 36 N (8 lbf) Allowed (Normal Use) = 115 N (25.85 lbf) Latches (Unlatch/Positive action lock)= 9 N (2 lbf) Allowed = 100 N (22.5 lbf) NOTE: The results above represent the maximum force among all sash tested. Reference NCTL Report #310-2484 for Air Leakage Resistance Test results. For convenience, the results are repeated here. Paragraph Test 5.3.2.1 Air Leakage Resistance ASTM E283-04(12) The tested specimen meets or exceeds the performance levels specified in AAMA/WDMA/CSA 101/I.S.2/A440- 2008 for air infiltration at 75 Pa (1.57 psf). Maximum Allowable = 1.5 L/s/m2 (0.3 cfm/ft2) Infiltration Extraneous Air Leakage = 9.96 L/s (21.10 cfm) Total Air Leakage = 0.42 L/s (0.89 cfm) Air Infiltration Rate = 0.2 L/s/m2 (0.03 cfm/ft2) Exfiltration Extraneous Air Leakage = 19.79 L/s (41.93 cfm) Total Air Leakage = 0.70 L/s (1.48 cfm) Air Infiltration Rate = 0.3 L/s/m2 (0.05 cfm/ft2) Paragraph Test 5.3.3 Water Penetration Resistance ASTM E547-00(09) and ASTM E331-00(09) No Leakage after 4 cycles of 5 minutes at 220 Pa (4.59 psf) NOTE:Tested with and without insect screen Paragraph Test 5.3.4.2 Uniform Load Deflection at Design Pressure ASTM E330-02(10) No damage after positive 1440 Pa (40.10 psf) held for 10 seconds No damage after negative 1440 Pa (40.10 psf) held for 10 seconds Measured Deflection Positive = 26.64 mm (1.049 inches) Measured Deflection Negative = 28.28 mm (1.114 inches) Paragraph Test 5.3.4.3 Uniform Load Structural Test ASTM E330-02(10) No damage after positive 2160 Pa (45.11 psf) held for 10 seconds No damage after negative 2160 Pa (45.11 psf) held for 10 seconds Measured Permanent Set Positive = 1.52 mm (0.060 inches) Measured Permanent Set Negative = 1.80 mm (0.071 inches) Maximum Allowed (0.4%) = 5.87 mm (0.231 inches) NOTE:Deflection and Permanent Set measurements taken on the active interlock over a 1467 mm (57.75”) span. Reference NCTL Report #310-2484 for Forced Entry Resistance Test results. For convenience, the results are repeated here. Paragraph Test 5.3.5 Forced Entry Resistance ASTM F588-07 Type A Window Assembly/ Grade 20: Pass Test Results Allowed Disassembly No Entry No Entry Test A1 No Entry No Entry Test A2 No Entry No Entry Test A3 No Entry No Entry Test A4 No Entry No Entry Test A5 No Entry No Entry Test A7 No Entry No Entry Hardware Manipulation Test No Entry No Entry Sash Manipulation Test No Entry No Entry NOTE:1. T1 = 5 minutes, L1 = 150 lbf, L2 = 75 lbf, L3 = 25 lbf 2. Loads were held for 60 seconds. Paragraph Test 5.3.5 Forced Entry Resistance CMBSO 1-79, CAWM 301 Type I Window Assembly Pass Test Results Allowed Disassembly No Entry No Entry Hand/Tool Manipulation No Entry No Entry Test A No Entry No Entry Test B No Entry No Entry Test C No Entry No Entry Hand/Tool Manipulation No Entry No Entry Test D No Entry No Entry Hand/Tool Manipulation No Entry No Entry Note:Each Concentrated Load was maintained from the exterior side whenever possible and maintained for a period of one (1) Minute. The disassembly sequence and the hand and tool manipulation tests were each conducted continuously for a period of five (5) minutes. Paragraph Test 5.3.6.2 Thermoplastic Corner Weld Test (PVC products only) - Pass Paragraph Test 5.3.6.3 Deglazing Test ASTM E987-88(09) Rails – 230 N (51.71 lbf)Results Allowed Top Rail 20.5% <90% (<100%) Bottom Rail 18.0% <90% (<100%) Stiles – 320 N (71.94 lbf) Results Allowed Jamb Stile 10.5% <90% (<100%) Meeting Stile 12.5% <90% (<100%) NOTE:The glass bite was approximately 12.7 mm (0.5”) This space left intentionally blank Test Results - CSA A440S1-09 Paragraph Test 5.1 Insect Screen Serviceability Test ASTM E1748-95(01) 60 N (13.5 lbf)= Pass/ No disengagement Paragraph Test 5.2 Operating Force and Force to Latch - Method B (Force Gauge) ASTM E2068-00(08) Initiate Motion = 69 N (15.5 lbf) Allowed (Normal Use) = 90 N (20 lbf) Maintain Motion - Opening = 38 N (8.5 lbf) Maintain Motion - Closing = 36 N (8 lbf) Allowed (Normal Use) = 45 N (10 lbf) Latches (Unlatch/Positive action lock)= 9 N (2 lbf) Allowed = 100 N (22.5 lbf) NOTE: The results above represent the maximum force among all sash tested. Paragraph Test 5.3 Canadian Air Infiltration/Exfiltration ASTM E283-04(12) The tested specimen meets or exceeds the performance levels specified in CSA A440S1-09 for air infiltration at 75 Pa (1.57 psf) A3 Level Maximum Allowable = 0.5 L/s/m2 (0.1 cfm/ft2) Infiltration Extraneous Air Leakage Tare = 9.96 L/s (21.10 cfm) Total Air Leakage = 0.42 L/s (0.89 cfm) Air Infiltration Rate = 0.2 L/(s•m2) (0.03 cfm/ft2) Exfiltration Extraneous Air Leakage Tare = 19.79 L/s (41.93 cfm) Total Air Leakage = 0.70 L/s (1.48 cfm) Air Exfiltration Rate = 0.3 L/(s•m2) (0.05 cfm/ft2) Paragraph Test 5.4 Water Penetration Resistance ASTM E547-00(09) No Leakage after 4 cycles of 5 minutes at 220 Pa (4.59 psf) NOTE:Tested with and without insect screen All testing was performed at Milgard Manufacturing, 1010 54th Ave East, Fife WA, 98424. This test report was prepared by National Certified Testing Laboratory NW Inc. (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 NW 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 ASTM E330 test. Forced entry resistance test equipment used is in compliance with Section 7 of the ASTM F588-07 test method.NCTL NW is a testing lab and assumes that all information provided by the client is accurate and does not guarantee or warranty any product tested or installed. The results in this report are actual tested values and are applicable to the specimen tested only, using the components and construction methods described herein. 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 NW. This report does not constitute certification 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 and/or test methods. This report is the joint property of National Certified Testing Laboratories North West Inc. and the Client to whom it is issued. Permission to reproduce this report by anyone other than National Certified Testing Laboratories North West Inc and the Client must be granted in writing by both of the above parties. This report may not be reproduced, except its entirety, without the written consent of NCTL NW. National Certified Testing Laboratories Jim Clarke Structural Performance Technician Jeffrey M. Douglas Lab Manager Attachments Appendix A – Revision Summary Appendix B – Drawings Appendix A Section 1: Component Drawings, with Applicable Part Numbers, Manufacturing and Modeling Details, were Reviewed (as submitted) for Product Verification (Reference: NCTL-310-3316) See Attached Documentation; any deviations noted. Note: The above referenced component drawings (if applicable) 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. Section 2: Identification Date Page & Revision Original Issue 06/05/13 Not Applicable Appendix B Drawings