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Jefferson Street Apartments BCPR2021-0037
!� ylProject Details PROJECT NUMBER Cit of La Quinta BCPR2021-0037 Description: LA QUINTA APARTMENTS / 40-UNIT APARTMENT Status: APPROVED COMPLEX TM37891 Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB) Status Date: 3/21/2023 Subtype: TRACT RESIDENTIAL Applied: 10/15/2021 Address: 46300 JEFFERSON ST Approved: 6/1/2023 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: JAKE FUSON Expired: 6/29/2023 Details: LA QUINTA APARTMENTS / 40-UNIT APARTMENT COMPLEX. (5) APARTMENT BUILDINGS + (1) POOL BUILDING FOR A TOTAL BUILDING AREA OF 107,576SF. PLAN REVIEW FEES ASSESSED THROUGH THIS PROJECT. DIF, TUMF & AIPP ASSESSED UNDER THE INDIVIDUAL BUILDING PERMITS. MSHCP FEES FOR (2) PREVIOUSLY UNDEVELOPED LOTS THAT WERE MERGED TO CREATE THE PARCEL FOR THIS APARTMENT COMPLEX WERE ASSESSED UNDER BCOM2023-0029 PER DIRECTION FROM CVAG. 2019 CALIFORNIA BUILDING CODES. I DAYS REVIEWS ACTIONS INSPECTIONS CONDITIONS 14 CASE OPEN OPEN COMPLETED 01. • • • • CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES EMAIL AARON HICKSON 11/3/2021 11/3/2021 SENT REQUEST FOR WHO TO SEND INVOICE FOR PAYMENT OF PLAN CHECK FEES EMAIL JAKE FUSON 12/1/2021 12/1/2021 NOTIFIED APPLICANT OF 1ST REVIEW COMMENTS, SENT CORRECTION LIST VIA EMAIL. APPLICATION FOR PERMIT EXTENSION GRANTED FOR 90- APPLICATION FOR PERMIT AJ ORTEGA 4/20/2022 4/20/2022 DAYS UNTIL JULY 19, 2022 TO OBTAIN PERMIT FOR EXTENSION CONSTRUCTION. 2ND PC SUBMITTAL JAKE FUSON 6/16/2022 6/16/2022 2ND SUBMITTAL PLANS AND DOCUMENTS RECEIVED AND RECEIVED DEEMED COMPLETED. 2ND REVIEWS CREATED. 2ND PC COMPLETE/READY JAKE FUSON 8/29/2022 8/29/2022 NOTIFIED APPLICANT OF 2ND REVIEW COMPLETION, SENT FOR PICK UP CORRECTION LIST VIA EMAIL. Printed: Wednesday, December 20, 2023 12:09:18 PM 1 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 APPLICATION FOR PERMIT EXTENSION GRANTED FOR 90- APPLICATION FOR PERMIT AJ ORTEGA 9/13/2022 9/13/2022 DAYS UNTIL DECEMBER 12, 2022 TO OBTAIN PERMIT FOR EXTENSION CONSTRUCTION. EMAIL CARLOS FLORES 11/8/2022 11/8/2022 EMAILED THE MITIGATION MEASURES AND NOISE ANALYSIS TO RAMON FROM PVG 3RD SUBMITTAL RECEIVED VIA ETRAKIT AND DETERMINED 3RD PC SUBMITTAL JAKE FUSON 11/22/2022 11/22/2022 TO BE COMPLETE, 3RD REVIEWS SCHEDULED. RECEIVED AN APPLICATION FOR PERMIT EXTENSION HAS BEEN GRANTED FOR THE MAXIMUM AMOUNT OF DAYS FOR APPLICATION FOR PERMIT AJ ORTEGA 12/22/2022 12/22/2022 PROJECTS REMAINING UNDER THE 2019 CALIFORNIA EXTENSION BUILDING CODES, YOU HAVE UNTIL JUNE 29TH, 2023 TO OBTAIN PERMIT 3RD PC COMPLETE/READY NOTIFIED APPLICANT OF 3RD REVIEW COMMENTS, SENT JAKE FUSON 12/28/2022 12/28/2022 CORRECTION LIST VIA EMAIL. FOR PICK UP EMAIL JAKE FUSON 3/15/2023 3/15/2023 NOTIFIED DAVID DRAKE OF 4TH REVIEW COMMENTS AND CONDITIONS FOR ISSUANCE VIA EMAIL. 5TH PC SUBMITTAL JAKE FUSON 3/21/2023 3/21/2023 RECEIVED EMAIL JAKE FUSON 5/10/2023 5/10/2023 SENT 5TH REVIEW COMMENT VIA EMAIL. NOTIFIED KEN YU THAT PERMITS ARE READY TO ISSUE PENDING THE WASTE MANAGEMENT PLANS AND SCHOOL EMAIL JAKE FUSON 6/14/2023 6/14/2023 FEE RECEIPTS, AND THAT THE PLAN REVIEW FEES FOR THE MASTER PLAN REVIEW IS READY FOR PAYMENT UNDER THIS PERMIT. • • • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT PREST VUKSIC ARCHITECTS INC. 44530 SAN PABLO PALM DESERT CA 92260922 (760)779-5393 DAVIDP@PVGARCHITE AVENUE 200 6 CTS.COM Printed: Wednesday, December 20, 2023 12:09:18 PM 2 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL ARCHITECT DAVID PREST 44530 SAN PABLO PALM DESERT CA 92260 (760)779-5393 DAVIDP@PVGARCHITE AVENUE 200 CTS.COM CONTRACTOR PREST VUKSIC ARCHITECTS INC. 44530 SAN PABLO PALM DESERT CA 92260 (760)779-5393 DAVIDP@PVGARCHITE AVENUE 200 CTS.COM ENGINEER BRIAN GOTLIE 75175 MERLE DR #120 PALM DESERT CA 92211 (760)779-5393 BRIAN@BGSTRUCTURA L.COM OWNER MMHP 2023 LLC 136 N GRAND AVE. 262 WEST COVINA CA 91791 (760)779-5393 YU80@GMAIL.COM OWNER JIM SNELLENBERGER 77165 DELGADO DRIVE INDIAN WELLS CA 92210 (760)779-5393 JIM@GLOBALBUILT.CO (HISTORY) M PRIMARY DAVID PREST 75175 MERLE DR #120 PALM DESERT CA 92260 (760)779-5393 DAVIDP@PVGARCHITE CONTACT CTS.COM CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY PLAN CHECK 101-0000-42600 0 $111.71 $0.00 EXTENSION PLAN CHECK 101-0000-42600 0 $111.71 $0.00 EXTENSION PLAN CHECK 101-0000-42600 0 $111.71 $0.00 EXTENSION Total Paid for BUILDING ADMINISTRATIVE FEE: $335.13 $0.00 101-0000-42600 ($1,500.00) ($1,500.00) 6/27/23 OFFSET OFFSET AOR HOURLY CHARGE - CITY 101-0000-42600 10.5 $1,690.50 $0.00 BUILDING STAFF HOURLY CHARGE - INTERWEST PLANS 101-0000-42600 2.5 $250.00 $0.00 EXAMINER Printed: Wednesday, December 20, 2023 12:09:18 PM 3 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY CHARGE - INTERWEST PLANS 101-0000-42600 5.5 $550.00 $0.00 EXAMINER HOURLY CHARGE - INTERWEST 101-0000-42600 1.25 $156.25 $0.00 STRUCTURAL PLAN REVIEW HOURLY CHARGE - INTERWEST 101-0000-42600 1.5 $187.50 $0.00 STRUCTURAL PLAN REVIEW HOURLY CHARGE - INTERWEST 101-0000-42600 2 $250.00 $0.00 STRUCTURAL PLAN REVIEW HOURLY CHARGE - INTERWEST 101-0000-42600 17.75 $2,218.75 $0.00 STRUCTURAL PLAN REVIEW HOURLY CHARGE - INTERWEST 101-0000-42600 0 $4,750.00 $0.00 STRUCTURAL PLAN REVIEW HOURLY CHARGE - INTERWEST 101-0000-42600 50 $1,500.00 $1,500.00 6/27/23 R76489 DEPOSIT JIM SNELLENBERGER AOR STRUCTURAL PLAN REVIEW Total Paid for BUILDING STAFF - PER HOUR: $10,053.00 $0.00 Printed: Wednesday, December 20, 2023 12:09:18 PM 4 of 28 CENTRALSQUARE GI C,i Project Details PROJECT NUMBER City of La Quinta BCPR2021-0037 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $1,500.00 $1,500.00 11/4/21 R67709 INVOICE CREDIT JIM SNELLENBERGER AHI CONSTRUCTION PLAN 1146 DEPOSIT Total Paid for BUILDING TRACT RESIDENTIAL $1,500.00 $1,500.00 CONSTRUCTION PLAN DEPOSIT: FIRE NEW MULTI - 101-0000-42420 0 $500.00 $0.00 RESIDENTIAL PC FIRE NEW MULTI - 101-0000-42420 0 $500.00 $0.00 RESIDENTIAL PC FIRE NEW MULTI- 101-0000-42420 0 $500.00 $0.00 RESIDENTIAL PC FIRE NEW MULTI - 101-0000-42420 0 $500.00 $0.00 RESIDENTIAL PC FIRE NEW MULTI- 101-0000-42420 0 $500.00 $0.00 RESIDENTIAL PC Total Paid for FIRE FEES: $2,500.00 $0.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $0.00 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $0.00 ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 if of INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES Printed: Wednesday, December 20, 2023 12:09:18 PM 5 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG INTERWEST 10/15/2021 10/29/2021 11/8/2021 REVISIONS REQUIRED COMPLETE (2WK) 1ST BLDG NS (3WK) JAKE FUSON 10/15/2021 11/5/2021 12/1/2021 REVISIONS REQUIRED SEE 1ST REVIEW COMPLETE CORRECTION LIST (ATTACHED). 1ST FIRE (2WK) KOHL 10/15/2021 10/29/2021 11/2/2021 REVISIONS REQUIRED SEE ATTACHMENTS HETRICK 1ST PERMIT PERMIT TECH 10/15/2021 10/18/2021 10/18/2021 COMPLETE TECHNICIAN (1DAY) BUCKET APPLICANT WILL NEED GRADING PLANS AND TO FOLLOW MITIGATION MEASURES ON GRADING PLAN. MITIGATION MEASURES CAN BE FOUND 1ST PLANNING CARLOS 10/15/2021 10/29/2021 10/28/2021 INCOMPLETE ON ENVIRONMENTAL ASSESSMENT INIITIAL (2WK) FLORES STUDY AND INCLUDE BIOLOGICAL MITIGATINO (BIRD SURVEY), MONITORING AGREEMENT, AND NOISE ANALYSIS MEASURES (WHICH INCLUDES SIX FOOT HIGH NOISE ATTENUATION BARRIER) PRIOR TO BUILDING PERMIT ISSUANCE, NEED TO RECORD FINAL MAP, HAVE PRECISE GRADING 1ST PUBLIC WORKS AMY YU 10/15/2021 10/29/2021 10/31/2021 APPROVED- PLAN APPROVED, OBTAIN GRADING PERMIT, (2WK) CONDITIONS AND SUBMIT PAD ELEVATION CERTIFICATES AND GEOTECHNICAL CERTIFICATION WITH COMPACTION TESTS REPORT 2ND BLDG INTERWEST 6/16/2022 6/30/2022 7/5/2022 REVISIONS REQUIRED COMPLETE (2WK) 2ND BLDG NS (2WK) JAKE FUSON 6/16/2022 6/30/2022 8/26/2022 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW CORRECTION LIST. 2ND FIRE (3WK) 6/16/2022 6/30/2022 7/25/2022 APPROVED HEOHL ATTACHMENTS 2ND PLANNING CARLOS 6/16/2022 6/30/2022 6/30/2022 REVISIONS REQUIRED - COMMENTS FROM FIRST REVIEW STILL APPLY, (2WK) FLORES I INCLUDING REQUIRED NOISE WALL 3RD BLDG INTERWEST 11/22/2022 12/6/2022 12/7/2022 REVISIONS REQUIRED COMPLETE (2WK) Printed: Wednesday, December 20, 2023 12:09:18 PM 6 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER !L City of La Quinta BCPR2021-0037 3RD BLDG NS (2WK) JAKE FUSON 11/22/2022 12/6/2022 12/28/2022 REVISIONS REQUIRED SEE ATTACHED 3RD REVIEW COMPLETE CORRECTION LIST. NOISE PLAN ACCEPTABLE; MITIGATION 3RD PLANNING CARLOS 11/22/2022 12/6/2022 12/6/2022 READY FOR APPROVAL MEASURES WILL STILL APPLY BUT ARE ALL (2WK) FLORES GRADING PLAN MITIGATION MEASURES 4TH BLDG INTERWEST 1/20/2023 2/3/2023 2/6/2023 REVISIONS REQUIRED COMPLETE (2WK) 1. THE ENERGY REPORTS WERE COMPILED WITH EACH DWELLING UNIT MODELED INDIVIDUALLY. ADD UP ALL UNITS AND PROVIDE THE TOTAL REQUIRED SOLAR PHOTOVOLTAIC SYSTEM SIZE FOR REACH BUILDING. NOTE ON THE COVER SHEET OF EACH BUILDING PLAN SET: "A SEPARATE PERMIT IS REQUIRED FOR THE _KW (INSERT SYSTEM SIZE) SOLAR PHOTOVOLTAIC SYSTEM REQUIRED PER THE APPROVED ENERGY CALCULATIONS FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED PRIOR TO THE FRAMING/ROUGH MEP COMBINATION INSPECTION AND PRIOR TO COVERING ANY WALLS OR CEILINGS." 4TH REVIEW COMMENT: THE PLANS FOR ALL BUILDINGS SPECIFY A 3.08KW PV SYSTEM. THE REQUIRED PV SOLAR SYSTEM SIZE SHOULD BE THE AGGREGATE OF THE SIZES REQUIRED FOR EACH INDIVIDUAL UNIT. PER THE ENERGY DOCUMENTS, EACH UNIT A REQUIRES A 3.08KW SYSTEM, UNIT B REQUIRES 3.07KW, AND UNIT C REQUIRES 3.24KW. SO FOR EXAMPLE WITH BUILDING 1, THERE ARE A TOTAL OF (4) UNIT A'S 4TH BLDG NS (2WK) JAKE FUSON 1/20/2023 2/3/2023 3/15/2023 REVISIONS REQUIRED AND (4) UNIT B'S, SO THE TOTAL SIZE SHOULD BE 24.6KW FOR THE BUILDING (4 X 3.08KW + 4 X 3.07 KW = 24.6KW). PLEASE CALCULATE THE REQUIRED SYSTEM SIZES FOR EACH BUILDING USING THE NUMBER OF UNITS PER BUILDING AND REVISE THE PV SYSTEM NOTE ON THE COVER Printed: Wednesday, December 20, 2023 12:09:18 PM 7 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 SHEET OF EACH BUILDING PLAN SET. 2. (FROM INTERWEST) PROVIDE A LETTER FROM THE GEOTECHNICAL ENGINEER STATING THAT THE DRAWINGS (I.E. —THE FOUNDATION PLAN, THE GRADING PLAN, AND ALL PERTINENT DETAILS) HAVE BEEN REVIEWED, AND THAT THE GEOTECHNICAL REPORT'S RECOMMENDATIONS ARE PROPERLY INCORPORATED. ANY EXCEPTIONS NOTED BY THE GEOTECHNICAL ENGINEER ARE TO BE ADDRESSED PRIOR TO RESUBMITTAL. 4TH REVIEW COMMENT: COMMENT REMAINS. RESPONSE INDICATES TO SEE THE SOILS CONFORMANCE LETTER. HOWEVER, THE LETTER PROVIDED IS THE GEOTECHNICAL UPDATE LETTER. THE REVIEW LETTER SHALL REFERENCE THE GEOTECHNICAL REPORT, THE UPDATE LETTER, AND THE DRAWINGS HAVE BEEN REVIEWED. INTERWEST I 3/21/2023 I 3/28/2023 3/22/2023 I APPROVED COMPLETE (2WK) I Printed: Wednesday, December 20, 2023 12:09:18 PM 8 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 5TH BLDG NS (1WK) JAKE FUSON 3/21/2023 1 3/28/2023 1 5/10/2023 1 REVISIONS REQUIRED 6TH BLDG I JAKE FUSON 1 5/16/2023 1 5/23/2023 1 6/14/2023 1 APPROVED BOND INFORMATION 1. THE ENERGY REPORTS WERE COMPILED WITH EACH DWELLING UNIT MODELED INDIVIDUALLY. ADD UP ALL UNITS AND PROVIDE THE TOTAL REQUIRED SOLAR PHOTOVOLTAIC SYSTEM SIZE FOR REACH BUILDING. NOTE ON THE COVER SHEET OF EACH BUILDING PLAN SET: "A SEPARATE PERMIT IS REQUIRED FOR THE _KW (INSERT SYSTEM SIZE) SOLAR PHOTOVOLTAIC SYSTEM REQUIRED PER THE APPROVED ENERGY CALCULATIONS FOR THIS PROJECT. THIS PERMIT MUST BE OBTAINED PRIOR TO THE FRAMING/ROUGH MEP COMBINATION INSPECTION AND PRIOR TO COVERING ANY WALLS OR CEILINGS." 5TH REVIEW COMMENT: THE PLANS FOR ALL BUILDINGS SPECIFY A 3.08KW PV SYSTEM. THE REQUIRED PV SOLAR SYSTEM SIZE SHOULD BE THE AGGREGATE OF THE SIZES REQUIRED FOR EACH INDIVIDUAL UNIT. PER THE ENERGY DOCUMENTS, EACH UNIT A REQUIRES A 3.08KW SYSTEM, UNIT B REQUIRES 3.07KW, AND UNIT C REQUIRES 3.24KW. SO FOR EXAMPLE WITH BUILDING 1, THERE ARE A TOTAL OF (4) UNIT A'S AND (4) UNIT B'S, SO THE TOTAL SIZE SHOULD BE 24.6KW FOR THE BUILDING (4 X 3.08KW + 4 X 3.07 KW = 24.6KW). PLEASE CALCULATE THE REQUIRED SYSTEM SIZES FOR EACH BUILDING USING THE NUMBER OF UNITS PER BUILDING AND REVISE THE PV SYSTEM NOTE ON THE COVER SHEET OF EACH BUILDING PLAN SET. Printed: Wednesday, December 20, 2023 12:09:18 PM 9 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2021-0037 - APPLICATION FOR APPLICATION FOR DOC 4/20/2022 AJ ORTEGA PERMIT EXTENSION PERMIT EXTENSION 0 REQUEST AND REQUEST AND RESPONSE RESPONSE.pdf SNELLENBERGER 1ST SUBMITTAL Building DOC 10/15/2021 Etrakit Contractor Building 4 Structural 1 4 Structural Calculations Calculations.pdf SNELLENBERGER DOC 10/15/2021 Etrakit Contractor 1ST SUBMITTAL Building Building 5 Structural 1 5 Structural Calculations Calculations.pdf SNELLENBERGER 1ST SUBMITTAL Building Building Pool Restroom DOC 10/15/2021 Etrakit Contractor Pool Restroom 1 Structural Structural Calculations Calculations.pdf 1ST SUBMITTAL SNELLENBERGER DOC 10/15/2021 Etrakit Contractor SNELLENBERGER GEOTECHNICAL 1 GEOTECHNICAL REPORT REPORT.pdf 1ST SUBMITTAL Title 24 DOC 10/15/2021 Etrakit Contractor Calcs UNIT TYPE A SNELLENBERGER Title 1 24 Calcs A Certified.pdf Certified DOC 10/15/2021 Etrakit Contractor 1ST SUBMITTAL Title 24 SNELLENBERGER Title 1 Calcs UNIT TYPE A 24 Calcs A_1.pdf 1ST SUBMITTAL Title 24 DOC 10/15/2021 Etrakit Contractor Calcs UNIT TYPE B SNELLENBERGER Title 1 24 Calcs B Certified.pdf Certified 1ST SUBMITTAL Title 24 SNELLENBERGER Title DOC 10/15/2021 Etrakit Contractor 1 Calcs UNIT TYPE B 24 Calcs B_1.pdf 1ST SUBMITTAL Title 24 DOC 10/15/2021 Etrakit Contractor Calcs UNIT TYPE C SNELLENBERGER Title 1 24 Calcs C Certified.pdf Certified Printed: Wednesday, December 20, 2023 12:09:18 PM 10 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/15/2021 Etrakit Contractor 1ST SUBMITTAL Title 24 SNELLENBERGER Title 1 Calcs UNIT TYPE C 24 Calcs C_1.pdf DOC 10/15/2021 Etrakit Contractor 1ST SUBMITTAL SITE 00 SNELLENBERGER 1 SUBMITTAL SET SITE SUBMITTAL.pdf 1ST SUBMITTAL DOC 10/15/2021 Etrakit Contractor SNELLENBERGER 01 SNELLENBERGER 1 BUILDING 1 SUBMITTAL BUILDING 1.pdf SET 1ST SUBMITTAL DOC 10/15/2021 Etrakit Contractor SNELLENBERGER 02 SNELLENBERGER 1 BUILDING 2 AND 5 BUILDING 2 AND 5.pdf SUBMITTAL SET 1ST SUBMITTAL DOC 10/15/2021 Etrakit Contractor SNELLENBERGER 03 SNELLENBERGER 1 BUILDING 3 SUBMITTAL BUILDING 3.pdf SET 1ST SUBMITTAL DOC 10/15/2021 Etrakit Contractor SNELLENBERGER 04 SNELLENBERGER 1 BUILDING 4 SUBMITTAL BUILDING 4.pdf SET SNELLENBERGER 1ST SUBMITTAL Building DOC 10/15/2021 Etrakit Contractor Building 1 Structural 1 1 Structural Calculations Calculations.pdf SNELLENBERGER DOC 10/15/2021 Etrakit Contractor 1ST SUBMITTAL Building Building 2 Structural 1 2 Structural Calculations Calculations.pdf SNELLENBERGER DOC 10/15/2021 Etrakit Contractor 1ST SUBMITTAL Building Building 3 Structural 1 3 Structural Calculations Calculations.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 11 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 00 1ST REVIEW 2ND SUBMITTAL - DOC 6/8/2022 Etrakit Contractor ARCHITECTURAL COMMENTS AND 1 RESPONSES - BCPR2021- RESPONSES 0037.pdf 2ND SUBMITTAL 2ND SUBMITTAL - TRANSMITTAL - DOC 6/8/2022 Etrakit Contractor TRANSMITTAL OF BCPR2021-0037 1 DOCUMENTS SNELLENBERGER APARTMENTS.pdf 00 SNELLENBERGER DOC 6/8/2022 Etrakit Contractor 2ND SUBMITTAL - PLAN SITE - 2ND SUBMITTAL 1 SET (SITE) SET.pdf 01 SNELLENBERGER DOC 6/8/2022 Etrakit Contractor 2ND SUBMITTAL - PLAN BUILDING 1 - 2ND 1 SET (BUILDING 1) SUBMITTAL SET -REDUCE SIZE.pdf 02 SNELLENBERGER DOC 6/8/2022 Etrakit Contractor 2ND SUBMITTAL - PLAN BUILDING 2 AND 5 - 1 SET (BUILDING 2 AND 5) 2ND SUBMITTAL SET - REDUCE SIZE.pdf 03 SNELLENBERGER DOC 6/8/2022 Etrakit Contractor SND SUBMITTAL - PLAN BUILDING 3 - 2ND 1 SET (BUILDING 3) SUBMITTAL SET.pdf 2ND SUBMITTAL - 05 STRUCTURAL CALCS DOC 6/8/2022 Etrakit Contractor STRUCTURAL BLDG 1 - 2ND 1 CALCULATIONS SUBMITTAL.pdf (BUILDING 1) 2ND SUBMITTAL - 06 STRUCTURAL CALCS DOC 6/8/2022 Etrakit Contractor STRUCTURAL BLDG 2 -2ND 1 CALCULATIONS SUBMITTAL.pdf (BUILDING 2) Printed: Wednesday, December 20, 2023 12:09:18 PM 12 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND SUBMITTAL - 07 STRUCTURAL CALCS DOC 6/8/2022 Etrakit Contractor STRUCTURAL BLDG 3 2ND 1 CALCULATIONS SUBMITTAL.pdf (BUILDING 3) 2ND SUBMITTAL - 08 STRUCTURAL CALCS DOC 6/8/2022 Etrakit Contractor STRUCTURAL BLDG 4 2ND 1 CALCULATIONS SUBMITTAL.pdf (BUILDING 4) 2ND SUBMITTAL - 09 STRUCTURAL CALCS DOC 6/8/2022 Etrakit Contractor STRUCTURAL BLDG 5 2ND 1 CALCULATIONS SUBMITTAL.pdf (BUILDING 5) 2ND SUBMITTAL - 10 STRUCTURAL CALCS DOC 6/8/2022 Etrakit Contractor STRUCTURAL BLDG POOL 2ND 1 CALCULATIONS (POOL SUBMITTAL.pdf BUILDING) 2ND SUBMITTAL - DOC 6/8/2022 Etrakit Contractor ENERGY DOCUMENTS 11 Title 24 Calcs A 2ND 1 (UNIT#A) [NOT SUBMITTAL.pdf REGISTERED] 2ND SUBMITTAL - 12 Title 24 Calcs A DOC 6/8/2022 Etrakit Contractor ENERGY DOCUMENTS Certified 2ND 1 (UNIT #A) SUBMITTAL.pdf 2ND SUBMITTAL - DOC 6/8/2022 Etrakit Contractor ENERGY DOCUMENTS 13 Title 24 Calcs B 2ND 1 (UNIT#B) [NOT SUBMITTAL.pdf REGISTERED] 2ND SUBMITTAL - 14 Title 24 Calcs B DOC 6/8/2022 Etrakit Contractor ENERGY DOCUMENTS Certified 2ND 1 (UNIT #B) SUBMITTAL.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 13 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND SUBMITTAL - DOC 6/8/2022 Etrakit Contractor ENERGY DOCUMENTS 15 Title 24 Calcs C 2ND 1 (UNIT #C) [NOT SUBMITTAL.pdf REGISTERED] 2ND SUBMITTAL - 16 Title 24 Calcs C DOC 6/8/2022 Etrakit Contractor ENERGY DOCUMENTS Certified 2ND 1 (UNIT#C) SUBMITTAL.pdf 2ND SUBMITTAL - 17 SNELLENBERGER DOC 6/8/2022 Etrakit Contractor GEOTECHNICAL GEOTECHNICAL 1 INVESTIGATION REPORT.pdf 18 GEOTECHNICAL DOC 6/8/2022 Etrakit Contractor 2ND SUBMITTAL - REVIEW LETTER - 1 GEOTECHNICAL UPDATE FOUNDATION AND CIVIL.pdf 19 FIRE MARSHAL 2ND SUBMITTAL- FIRE RESPONSE FOR ASSUME DOC 6/8/2022 Etrakit Contractor MARSHAL RESPONSES PROPERTY LINES AND 1 (2 OF 2) SEPERATION DISTANCE.pdf 2ND SUBMITTAL - CRRC 20 COOL ROOF DOC 6/8/2022 Etrakit Contractor INFO (FIBERTITE ROOF FIBERTITE 0634- 1 COVERING) 0002.pdf DOC 6/8/2022 Etrakit Contractor ESR-1456 (FIBERTITIE 21 ESR-1456 1 ROOFING) FIBERTITE.pdf ESR-2994 (RED -I DOC 6/8/2022 Etrakit Contractor PREFABRICATED WOOD 22 ESR-2994 - ReclBuilt 1 LLC.pdf I -JOISTS) 2ND SUBMITTAL - DOC 6/8/2022 Etrakit Contractor STRUCTURAL 23 STRUCTURAL 1 RESPONSES.pdf RESPONSES DOC 6/8/2022 Etrakit Contractor 2ND SUBMITTAL - CIVILRESPONSES 24 CIVIL RESPONSES.pdf 1 Printed: Wednesday, December 20, 2023 12:09:18 PM 14 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND SUBMITTAL - FIRE 25 FIRE MARSHALL DOC 6/8/2022 Etrakit Contractor MARSHAL RESPONSES COMMENTS 1 (1 OF 2) RESPONSES.pdf 2ND SUBMITTAL - DOC 6/16/2022 Etrakit Contractor TRUSS CALCULATIONS 00 BUILDING 1 TRUSS 1 PACKAGE.pdf (BUILDING 1) 2ND SUBMITTAL - DOC 6/16/2022 Etrakit Contractor TRUSS CALCULATIONS 02 BUILDING 2 TRUSS 1 PACKAGE.pdf (BUILDING 2) 2ND SUBMITTAL - DOC 6/16/2022 Etrakit Contractor TRUSS CALCULATIONS 03 BUILDING 3 TRUSS 1 PACKAGE.pdf (BUILDING 3) 2ND SUBMITTAL - DOC 6/16/2022 Etrakit Contractor TRUSS CALCULATIONS 04 BUILDING 4 TRUSS 1 PACKAGE.pdf (BUILDING 4) 2ND SUBMITTAL - DOC 6/16/2022 Etrakit Contractor TRUSS CALCULATIONS 05 BUILDING 5 TRUSS 1 PACKAGE.pdf (BUILDING 5) DOC 6/27/2022 Etrakit Contractor AO.20.0 ALLOWABLE AO 20 0 ALLOWABLE 1 AREAS SLIP SHEET AREAS SLIP SHEET.pdf 04 SNELLENBERGER DOC 6/29/2022 Etrakit Contractor 2ND SUBMITTAL - PLAN BUILDING 4 2ND 1 SET (BUILDING 4) SUBMITTAL SET.pdf 00 2ND REVIEW 3RD SUBMITTAL - DOC 11/21/2022 Etrakit Contractor BUILDING COMMENTS BUILDING COMMENTS 1 BLDG 1 -5 AND PVG AND PVG RESPONSES RESPONSES.docx 3RD SUBMITTAL - SITE 00 2ND REVIEW SITE DOC 11/21/2022 Etrakit Contractor COMMENTS AND PVG COMMENTS AND PVG 1 RESPONSES RESPONSES.docx Printed: Wednesday, December 20, 2023 12:09:18 PM 15 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - SITESET 00 SITE.pdf 1 01 SNELLENBERGER DOC 11/21/2022 Etrakit Contractor BUILDING 1 SET - 3RD BUILDING 1 - 3RD 1 SUBMITTAL SUBMITTAL.pdf 02 SNELLENBERGER DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - BUILDING 2 5 - 3RD 1 BUILDING 2 & 5 SET _ SUBMITTAL.pdf 03 SNELLENBERGER DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - BUILDING 3 - 3RD 1 BUILDING 3 SET SUBMITTAL.pdf 05 SNELLENBERGER DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL POOL POOL BATHROOM BLDG 1 SET 3RD SUBMITTAL.pdf 00 3RD SUBMITTAL TRANSMITTAL DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - 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DOC 11/21/2022 Etrakit Contractor UNREGISTERED ENERGY 17 Title 24 Calcs--A 3RD 1 SUBMITTAL.pdf DOCUMENTS (UNIT A) 3RD SUBMITTAL - 18 Title 24 Calcs--A- DOC 11/21/2022 Etrakit Contractor ENERGY DOCUMENTS Certified 3RD 1 (UNIT A) SUBMITTAL.pdf 3RD SUBMITTAL - DOC 11/21/2022 Etrakit Contractor UNREGISTERED ENERGY 19 Title 24 Calcs- B 3RD 1 SUBMITTAL.pdf DOCUMENTS (UNIT B) 3RD SUBMITTAL - 20 Title 24 Calcs-_B- DOC 11/21/2022 Etrakit Contractor ENERGY DOCUMENTS Certified 3RD 1 (UNIT B) SUBMITTAL.pdf 3RD SUBMITTAL - 21 Title 24 Calcs- C 3RD DOC 11/21/2022 Etrakit Contractor UNREGISTERED ENERGY 1 SUBMITTAL.pdf DOCUMENTS (UNIT C) 3RD SUBMITTAL - 22 Title 24 Calcs-_C- DOC 11/21/2022 Etrakit Contractor ENERGY DOCUMENTS Certified 3RD 1 (UNIT C) SUBMITTAL.pdf 23 Section E Map DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL MAP Recorded - Email 11-8- 1 RECORDED EMAIL 2022.pdf 3RD SUBMITTAL DOC 11/21/2022 Etrakit Contractor GEOTECHNICAL UPDATE 24 S2 C. GEOTECHNICAL 1 UPDATE LETTER.pdf LETTER DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - NOISE 25 NOISE 1 MIGATION LETTER MITIGATION.pdf 26 Owen Corning DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - Product Data Sheet - 1 SOUND BATT CUT SHEET SounclAttenuation Batt. PDF Printed: Wednesday, December 20, 2023 12:09:18 PM 18 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 3RD SUBMITTAL - ESR DOC 11/21/2022 Etrakit Contractor 2994 (REDBUILT I- 27 ESR-2994 - REDBUILT 1 LLC - SPECIFICATION.pdf JOISTS) 28 A2 A. FIRE DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - FIRE MARSHALL RESPONSE 1 RESPONSES EMAIL.pdf 29 PC2 A10 B. DOC 11/21/2022 Etrakit Contractor 3RD SUBMITTAL - EMAIL CONFIRMATION 1 CORRESPONDENCE EMAIL.pdf 3RD REVIEW BCPR2021-0037 - 3RD DOC 1/20/2023 Etrakit Contractor COMMENTS AND REVIEW COMMENT 1 RESPONSES AND RESPONSES.pdf 00 SNELLENBERGER DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - SITE SITE - 3RD 1 SET SUBMITTAL.pdf 01 SNELLENBERGER DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - BUILDING 1 - 3RD 1 BUILDING 1 SET SUBMITTAL_1.pdf 02 SNELLENBERGER DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - BUILDING 2 5 - 3RD 1 BUILDING 2 & 5 SET _ SUBMITTAL_1.pdf 03 SNELLENBERGER DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - BUILDING 3 - 3RD 1 BUILDING 3 SET SUBMITTAL_1.pdf 4TH SUBMITTAL - 06 STRUCTURAL CALCS DOC 1/20/2023 Etrakit Contractor STRUCTURAL CALS BLDG 2 4TH 1 BLDG 2 SUBMITTAL.pdf 4TH SUBMITTAL - 07 STRUCTURAL CALCS DOC 1/20/2023 Etrakit Contractor STRUCTURAL CALS BLDG 3 4TH 1 BLDG 3 SUBMITTAL.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 19 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 4TH SUBMITTAL - 08 STRUCTURAL CALCS DOC 1/20/2023 Etrakit Contractor STRUCTURAL CALS BLDG 4 4TH 1 BLDG 4 SUBMITTAL.pdf 4TH SUBMITTAL - 09 STRUCTURAL CALCS DOC 1/20/2023 Etrakit Contractor STRUCTURAL CALS BLDG 5 4TH 1 BLDG 5 SUBMITTAL.pdf 4TH SUBMITTAL - 10 STRUCTURAL CALCS DOC 1/20/2023 Etrakit Contractor STRUCTURAL CALS BLDG POOL 1 POOL 4THSUBMITTAL.pdf DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TITLE 11 Title 24 Calcs A 4TH 1 24 UNIT A SUBMITTAL.pdf 12 Title 24 Calcs A DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TITLE Certified 4TH 1 24 UNIT A CERITIFIED SUBMITTAL.pdf DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TITLE 13 Title 24 Calcs B 4TH 1 24 UNIT B SUBMITTAL.pdf 14 Title 24 Calcs B DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TITLE Certified 4TH 1 24 UNIT B CERITIFIED SUBMITTAL.pdf DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TITLE 15 Title 24 Calcs C 4TH 1 24 UNIT C SUBMITTAL.pdf 16 Title 24 Calcs C DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TITLE Certified 4TH 1 24 UNIT C CERITIFIED SUBMITTAL.pdf 17 ENERGY EFFICIENCY DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - JACOB PC 1 - JACOB FUSON - 1 EMAIL EMAIL.pdf 4TH SUBMITTAL - 18 FOUNDATION DOC 1/20/2023 Etrakit Contractor FOUNDATION PRECISE PRECISE GRADING PLAN 1 GRADING PLAN LETTER REVIEW LETTER.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 20 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - 19 GRANT DEED - LEGAL 1 GRANT DEED DOCUMENT.pdf 4TH SUBMITTAL - 4TH SUBMITTAL - 20 TRUSS DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TRUSS PACKAGE AND 1 PACKAGE BLD 1 CALCULATIONS - BUILDING 1.pdf 4TH SUBMITTAL - TRUSS 21 TRUSS PACKAGE AND DOC 1/20/2023 Etrakit Contractor CALCULATIONS - 1 PACKAGE BLD 2 BUILDING 2.pdf 4TH SUBMITTAL - TRUSS 22 TRUSS PACKAGE AND DOC 1/20/2023 Etrakit Contractor CALCULATIONS - 1 PACKAGE BLD 3 BUILDING 3.pdf 23 TRUSS PACKAGE AND DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TRUSS CALCULATIONS - 1 PACKAGE BLD 4 BUILDING 4.pdf 24 TRUSS PACKAGE AND DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - TRUSS CALCULATIONS - 1 PACKAGE BLD 5 BUILDING 5.pdf 4TH REVIEW - TRANSMITTAL DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - BCPR2021-0037 1 TRANSMITTAL SNELLENBERGER APARTMENTS.pdf 04 SNELLENBERGER DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL- BUILDING 4 4TH 1 BUILDING 4 SET SUBMITTAL.pdf 4TH SUBMITTAL - 25 STRUCTURAL CALCS DOC 1/20/2023 Etrakit Contractor STRUCTURAL CALS BLDG 14TH 1 BLDG 1 SUBMITTAL.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 21 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 05 SNELLENBERGER DOC 1/20/2023 Etrakit Contractor 4TH SUBMITTAL - POOL POOL BATHROOM BLDG 1 BATH SET - 4TH SUBMITTAL.pdf DOC 1/26/2023 Etrakit Contractor PC COMMENTS - 230126 - PC COMMENTS 1 J.FUSON FROM J.FUSON.pdf DOC 1/26/2023 Etrakit Contractor TITLE SHEET SITE A0.00.0 TITLE SHEET - 1 SITE.pdf DOC 1/26/2023 Etrakit Contractor TITLE SHEET SITE A0.00.1 TITLE SHEET - 1 BUILDING 1.pdf DOC 1/26/2023 Etrakit Contractor TITLE SHEET SITE A0.00.2 TITLE SHEET - 1 BUILDING 2 _ 5.pdf DOC 1/26/2023 Etrakit Contractor TITLE SHEET SITE A0.00.3 TITLE SHEET - 1 BUILDING 3.pdf DOC 1/26/2023 Etrakit Contractor TITLE SHEET SITE A0.004 TITLE SHEET - 1 BUILDING 4.pdf DOC 1/26/2023 Etrakit Contractor TITLE SHEET POOL A2.00.0 TITLE SHEET - 1 BUILDING POOL BUILDING.pdf DOC 3/20/2023 Etrakit Contractor PC4 - COMMENTS AND PC4 00 - COMMENTS 1 RESPONES AND RESPONSES.pdf DOC 3/20/2023 Etrakit Contractor PC4 01 - BLDG 1 COVER PC4 01 - BUILDING 1 1 SHEET COVER SHEET.pdf DOC 3/20/2023 Etrakit Contractor PC4 02 - BLDG 2 & 5 PC4 02 - BUILDING 2 _ 5 1 COVER SHEET COVER SHEET.pdf DOC 3/20/2023 Etrakit Contractor PC4 03 - BLD 3 COVER PC4 03 - BUILDING 3 1 SHEET COVER SHEET.pdf DOC 3/20/2023 Etrakit Contractor PC4 04 - BLDG 4 COVER PC4 04 - BUILDING 4 1 SHEET COVER SHEET.pdf PC4 05 - FOUNDATION PC4 05 - FOUNDATION DOC 3/20/2023 Etrakit Contractor PRECISE GRADING PLAN PRECISE GRADING PLAN 1 REVIEW REVIEW LETTER.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 22 of 28 CENTRALSQUARE N A. Project Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/20/2023 Etrakit Contractor PC4 05 - GEOTECHNICAL PC4 06 - GEOTECHNICAL 1 UPDATE LETTER UPDATE LETTER.pdf PC5 01 KIN Y YU DOC 5/16/2023 Etrakit Contractor PC5 01 BUILDING 1 FILE BUILDING 1 FILE SPLIT 1 1 SPLIT 1 OF 2 OF 2.pdf PC5 01 KIN Y YU DOC 5/16/2023 Etrakit Contractor PC5 01 BUILDING 1 FILE BUILDING 1 FILE SPLIT 2 1 SPLIT 2 OF 2 OF 2.pdf PC5 02 KIN Y YU DOC 5/16/2023 Etrakit Contractor PC5 02 BUILDING 2 & 5 BUILDING 2 5 FILE 1 FILE SPLIT 1 OF 2 _ SPLIT 1 OF 2.pdf PC5 02 KIN Y YU DOC 5/16/2023 Etrakit Contractor PC5 02 BUILDING 2 & 5 BUILDING 2 5 FILE 1 FILE SPLIT 2 OF 2 _ SPLIT 2 OF 2.pdf DOC 5/16/2023 Etrakit Contractor PC5 04 BUILDING 4 FILE PC5 04 BUILDING 4 FILE 1 SPLIT 1 OF 2 SPLIT 1 OF 2.pdf DOC 5/16/2023 Etrakit Contractor PC5 04 BUILDING 4 FILE PC5 04 BUILDING 4 FILE 1 SPLIT 2 OF 2 SPLIT 2 OF 2.pdf DOC 5/16/2023 Etrakit Contractor PC5 00 SITE SET PC5 00 KIN Y YU - 1 SITE.pdf DOC 5/16/2023 Etrakit Contractor PC5 03 POOL BUILDING PC5 05 KIN Y YU - POOL 1 BATH BUILDING.pdf DOC 5/16/2023 Etrakit Contractor PC5 06 STRUCTURAL PC5 06 STRUCTURAL 1 CALCS BLDG 1 CALCS BLDG 1.pdf DOC 5/16/2023 Etrakit Contractor PC5 07 STRUCTURAL PC5 07 STRUCTURAL 1 CALCS BLDG 2 CALCS BLDG 2.pdf DOC 5/16/2023 Etrakit Contractor PC5 08 STRUCTURAL PC5 08 STRUCTURAL 1 CALCS BLDG 3 CALCS BLDG 3.pdf DOC 5/16/2023 Etrakit Contractor PC5 09 STRUCTURAL PC5 09 STRUCTURAL 1 CALCS BLDG 4 CALCS BLDG 4.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 23 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/16/2023 Etrakit Contractor PC5 10 STRUCTURAL PC5 10 STRUCTURAL 1 CALCS BLDG 5 CALCS BLDG 5.pdf DOC 5/16/2023 Etrakit Contractor PC5 11 STRUCTURAL PC5 11 STRUCTURAL 1 CALCS BLDG POOL CALCS BLDG POOL.pdf DOC 5/16/2023 Etrakit Contractor PC5 12 Title 24 Calcs A PC5 12 Title 24 Calcs1 A pdf DOC 5/16/2023 Etrakit Contractor PC5 13 Title 24 Calcs A PC5 13 Title 24 Calcs A 1 Certified Certified.pdf PC5 14 Title 24 Calcs DOC 5/16/2023 Etrakit Contractor PC5 14 Title 24 Calcs B 1 B.pdf PC5 15 Title 24 Calcs B PC5 15 Title 24 Calcs B DOC 5/16/2023 Etrakit Contractor 1 Certified Certified.pdf PC5 16 Title 24 Calcs DOC 5/16/2023 Etrakit Contractor PC5 16 Title 24 Calcs C 1 C.pdf PC5 17 Title 24 Calcs C PC5 17 Title 24 Calcs C DOC 5/16/2023 Etrakit Contractor 1 Certified Certified.pdf DOC 5/16/2023 Etrakit Contractor PC5 05 POOL BATH PC5 05 KIN Y YU - POOL 1 BUILDING BATH BUILDING_1.pdf DOC 11/8/2021 INTERWEST BUILDING 1 - 1ST 73552 New Apt Building 0 REVIEW ESGIL INVOICE 1 BCPR2021-0037.pdf 73553 New Apartment DOC 11/8/2021 INTERWEST BUILDING 2 - 1ST Buildings 2 and 5 0 REVIEW ESGIL INVOICE BCPR2021-0037.pdf 73554 New Apartment DOC 11/8/2021 INTERWEST BUILDING 3 - 1ST Building 3 BCPR2021- 0 REVIEW ESGIL INVOICE 0037.pdf 73555 New Apartment DOC 11/8/2021 INTERWEST BUILDING 4 - 1ST Building 4 BCPR2021- 0 REVIEW ESGIL INVOICE 0037.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 24 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED SITE IMPROVEMENTS- 73556 New Apartment DOC 11/8/2021 INTERWEST 1ST REVIEW ESGIL Site Improvements 0 INVOICE BCPR2021-0037.pdf DOC 11/8/2021 INTERWEST 1ST REVIEW ESGIL La Quinta-BCPR2021- 0 COMMENTS - BLDGS 1-5 0037-PC1-Bldgs 1-5.docx DOC 11/8/2021 INTERWEST 1ST REVIEW ESGIL La Quinta-BCPR2021- 0 COMMENTS - SITE 0037-PC1-Site.docx 2ND REVIEW - DOC 7/5/2022 INTERWEST INTERWEST La Quinta-BCPR2021- 0 CORRECTIONS (BLDGS 1 0037-PC2-Bldgs 1-5.docx -5) 2ND REVIEW - DOC 7/5/2022 INTERWEST INTERWEST La Quinta-BCPR2021- 0 0037 PC2 Site.docx CORRECTIONS (SITE) DOC 7/5/2022 INTERWEST 2ND REVIEW 79574 BCPR2021- 0 INTERWEST INVOICE 0037.pdf 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST La Quinta-BCPR2021- 0 CORRECTIONS (BLDG 1- 0037-PC3-Bldgs 1-5.docx 5) 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST La 0 37-PC-BCPRdocx 0037 PC3 Site.docx CORRECTIONS (SITE) La Quinta - LAQ21-0094 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST INVOICE - BCPR2021-0037 - 0 Invoice 83669 (BLDG 1) $162.50.pdf La Quinta - LAQ21-0095 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST INVOICE - BCPR2021-0037 0 Invoice 83670 (BLDG 2 & 5) $162.50.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 25 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED La Quinta - LAQ21-0096 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST INVOICE - BCPR2021-0037 0 Invoice 83671 (BLDG 3) $162.50.pdf La Quinta - LAQ21-0097 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST INVOICE - BCPR2021-0037 0 Invoice 83672 (BLDG 4) $131.25.pdf La Quinta - LAQ21-0098 3RD REVIEW - DOC 12/7/2022 INTERWEST INTERWEST INVOICE - BCPR2021-0037 0 Invoice 83673 (SITE) $181.25.pdf DOC 2/6/2023 INTERWEST 4TH REVIEW - La Quinta-BCPR2021- 0 INTERWEST COMMENTS 0037-PC4-Site.docx DOC 2/6/2023 INTERWEST 4TH REVIEW - LAQ21-0094 - 0098 0 INTERWEST INVOICE Invoice.pdf La Quinta - BCPR2021- DOC 3/22/2023 INTERWEST 5TH REVIEW - 0037 - Invoice 86351 - 0 INTERWEST INVOICE 86355.pdf 5TH REVIEW - DOC 3/22/2023 INTERWEST INTERWEST La Quinta-BCPR2021- 0 TRANSMITTAL (BLDGS 1 0037-PCF-Bldgs 1-5.docx -5) 5TH REVIEW - DOC 3/22/2023 INTERWEST INTERWEST La 0 37-PC-BCPRdocx 0037-PCF Site.docx TRANSMITTAL (SITE) BCPR2021-0037 - 1ST DOC 12/1/2021 1AKE FUSON 1ST REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.pdf BCPR2021-0037 - 2ND DOC 12/28/2022 JAKE FUSON 2ND REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 26 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2021-0037 - 3RD DOC 12/28/2022 JAKE FUSON 3RD REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.pdf BCPR2021-0037 - CERTIFICATION OF DOC 6/14/2023 JAKE FUSON BUILDING AREA - BLDG CERTIFICATION OF 1 BUILDING AREA - BLDG 1 1.pdf BCPR2021-0037 - CERTIFICATION OF DOC 6/14/2023 JAKE FUSON BUILDING AREA - BLDG CERTIFICATION OF 1 BUILDING AREA - BLDG 2 2.pdf BCPR2021-0037 - CERTIFICATION OF DOC 6/14/2023 JAKE FUSON BUILDING AREA - BLDG CERTIFICATION OF 1 BUILDING AREA - BLDG 3 3.pdf BCPR2021-0037 - CERTIFICATION OF DOC 6/14/2023 JAKE FUSON BUILDING AREA - BLDG CERTIFICATION OF 1 BUILDING AREA - BLDG 4 4.pdf BCPR2021-0037 - CERTIFICATION OF DOC 6/14/2023 JAKE FUSON BUILDING AREA - BLDG CERTIFICATION OF 1 BUILDING AREA - BLDG 5 5.pdf CVAG EMAIL CVAG EMIAL CORRESPONDENCE - CORRESPONDENCE - DOC 6/15/2023 JAKE FUSON MSHCP FEE MSHCP FEE 1 ASSESSMENT ASSESSMENT METHODOLOGY METHODOLOGY.pdf BCPR2021-0037 - CERTIFICATION OF DOC 6/15/2023 JAKE FUSON BUILDING AREA - POOL CERTIFICATION OF 1 BUILDING AREA - POOL BUILDING BUILDING.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 27 of 28 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0037 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2021-0037 - DOC 6/16/2023 JAKE FUSON WASTE MANAGEMENT WASTE MANAGEMENT 1 PLAN PLAN.pdf BCPR2021-0037 - DOC 6/19/2023 JAKE FUSON BUILDING 1 - PLAN SET BUILDING 1 - PLAN SET 1 (APPROVED) (APPROVED).pdf BCPR2021-0037 - DOC 6/19/2023 JAKE FUSON BUILDING 2 & 5 - PLAN BUILDING 2 and 5 - 1 SET (APPROVED) PLAN SET (APPROVED).pdf BCPR2021-0037 - DOC 6/19/2023 JAKE FUSON BUILDING 3 - PLAN SET BUILDING 3 - PLAN SET 1 (APPROVED) (APPROVED).pdf BCPR2021-0037 - DOC 6/19/2023 JAKE FUSON BUILDING 4 - PLAN SET BUILDING 4 - PLAN SET 1 (APPROVED) (APPROVED).pdf BCPR2021-0037 - POOL DOC 6/19/2023 JAKE FUSON POOL BUILDING - PLAN BUILDING - PLAN SET 1 SET (APPROVED) (APPROVED).pdf BCPR2021-0037 - 1ST DOC 11/2/2021 KOHL HETRICK 1ST REVIEW - FIRE REVIEW - FIRE 1 CORRECTIONS CORRECTIONS.pdf BCPR2021-0037 - FIRE DOC 7/25/2022 KOHL HETRICK FIRE CONDITIONS OF CONDITIONS OF 1 APPROVAL APPROVAL.pdf Printed: Wednesday, December 20, 2023 12:09:18 PM 28 of 28 CENTRALSQUARE T4iff 4 a (4P Q" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 46-300 JEFFERSON ST BUILDING 1 APN: 600-080-041 DESCRIPTION OF WORK: NEW (8)-UNIT APARTMENT BUILDING SQUARE FOOTAGE: 9,090 SQ. FT. OWNER'S NAME: MMHP 2023 LLC For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 87-225 Church St Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 0A,E06/14/2023 By jF Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. T4iff 4 a (4P Q" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 46-300 JEFFERSON ST BUILDING 2 APN: 600-080-041 DESCRIPTION OF WORK: NEW (12)-UNIT APARTMENT BUILDING SQUARE FOOTAGE: 14,174 SQ. FT. OWNER'S NAME: MMHP 2023 LLC For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 87-225 Church St Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DITE06/14/2023 ay JF Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. T4iff 4 a (4P Q" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 46-300 JEFFERSON ST BUILDING 3 APN: 600-080-041 DESCRIPTION OF WORK: NEW (2)-UNIT APARTMENT BUILDING SQUARE FOOTAGE: 2,272 SQ. FT. OWNER'S NAME: MMHP 2023 LLC For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 87-225 Church St Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATC06/14/2023 8, IF Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. T4iff 4 a (4P Q" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 46-300 JEFFERSON ST BUILDING 4 APN: 600-080-041 DESCRIPTION OF WORK: NEW (6)-UNIT APARTMENT BUILDING SQUARE FOOTAGE: 6,768 SQ. FT. OWNER'S NAME: MMHP 2023 LLC For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 87-225 Church St Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE ,ATE06/14/2023 8, JF Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. T4iff 4 a (4P Q" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 46-300 JEFFERSON ST BUILDING 5 APN: 600-080-041 DESCRIPTION OF WORK: NEW (12)-UNIT APARTMENT BUILDING SQUARE FOOTAGE: 14,174 SQ. FT. OWNER'S NAME: MMHP 2023 LLC For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 87-225 Church St Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE o,Te06/14/2023 8, JF Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. T4iff 4 a (4P Q" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7012 FAX (760) 777-7011 CERTIFICATION OF BUILDING AREA STREET ADDRESS OF JOB: 46-300 JEFFERSON ST APN: 600-080-041 DESCRIPTION OF WORK: NEW COMMUNITY POOL BUILDING SQUARE FOOTAGE: 128 SQ. FT. OWNER'S NAME: MMHP 2023 LLC For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 87-225 Church St Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE OATE06/15/2023 8, JF Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT uCv BILL WEISER — FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 25, 2022 Prest Vuksic Architects Inc. 44530 San Pablo Avenue #200 Palm Desert, CA 92260 Re: MULTI - New Buildings - Fire Plan Review — JEFFERSON STREET APARTMENTS BCPR2021-0037 / 46300 JEFFERSON STREET, LA QUINTA, CA 92253 BUILDINGS 1, 2, 3, 4 & 5 The building plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Fire Department approval is based upon the 2019 CBC requirements for R-2 & B occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, La Quinta Municipal Code and Riverside County Fire Department Standards. 1) Certain designed areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 2) Vehicle access gates shall be provided with KNOX Box, Padlock or Key -switch access. Automatic gates shall also have Opticom IR receivers. 3) Approved street signs shall be installed and visible. 4) No Traffic Calming Devices shall be installed. WATER 1) The Fire Department is required to set a minimum fire flow for the construction of all buildings using the procedure established in the 2019 CFC. A fire flow of 1,750 gpm flow @ 20 psi residual pressure from a minimum of 1 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. a) Fire Flow requirement based on currently proposed 17,479 square feet structure of type V-B construction. Fire flow requirements were reduced 50% based on LQMC amendments for fire sprinklered buildings. 2) Applicant and/or developer shall separately submit 2 sets of off -site water system plans to the Office of the Fire Marshal for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN — System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. Permit fees will be required. 2) FIRE SPRINKLER SYSTEM - Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review and approval. Permit fees will be required. a) Buildings 1, 3 and 4 shall be provided with minimum NFPA 13R fire sprinkler system designs. b) Building 5 shall be provided with minimum NPFA 13 fire sprinkler system designs. c) Building 2 shall be provided with minimum NFPA 13 fire sprinkler system designs *with modifications proposed and outlined for consideration of application of the available exceptions of CFC 503.1.1 — Ex 1.2. The following design considerations shall be used: i) System will be designed at 0.15gpm/1,500sf density minimum; ii) System will NOT be able to have reduced area of design for Quick -response heads allowed by NFPA 13 Section 11.2.3.2.3.1; iii) System will NOT be able to utilize the residential sprinklers design approaches of NFPA 13 Section 11.3.1. 3) FIRE ALARM/MONITORING SYSTEM - Install a MONITORING fire alarm system as per NFPA 72 required by the California Building Code, California Fire Code and designed in accordance with adopted standards. A C-10 licensed contractor must submit plans to the Fire Department office for review and approval prior to installation. Permit fees will be required. 4) PRECISE GRADING — FIRE REVIEW — Office of the Fire Marshal shall be routed for review of the property precise grading plans. Approval is required prior to site work beginning. 5) FACILITY DISPLAY BOARD — FIRE REVIEW - Display boards required for Apartments, Commercial Complexes, Condominiums and Mobile Home Parks will be as follows: Each complex shall have an illuminated diagrammatic representation of the actual layout which show name of complex, all streets, building designators, unit numbers and fire hydrant locations within the complex. These directories shall be a minimum of 4-feet x 4-feet in dimension and located next to roadway access. 6) FIRE LANE MARKING — FIRE REVIEW — Facility fire lane marking/signage plans shall be exclusively submitted to the Office of the Fire Marshal for review and approval in compliance with the current Fire Department Standards and Policies. PRIOR TO FINAL 1) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12". Minimum 4" tall unit addressing shall be provided. All addressing must be legible and of a contrasting color with the background to be visible from the street at all hours. 2) Install Knox Key Lock box, mounted not higher than 6-feet above grade. Provide keys to the tenant space (all tenants), utility rooms and elevator services for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 3) Install portable fire extinguishers per CCR Title 19. Fire extinguishers shall be unobscured and easily accessible by a minimum 36-inch wide path. 4) Applicable room door(s) shall be posted "ELECTRICAL", "FACP", "FIRE RISER" and "ROOF ACCESS" on the outside of the door so it is visible and in a contrasting color. 5) Fire rated assemblies shall be maintained in compliance with applicable codes and industry standards. 6) Smoke and Carbon -monoxide detectors shall be installed in compliance with CBC/CFC requirements. Testing of devices prior to occupancy is required. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist Building Permit Number: Project Description: ISFR Exempt: O (Materials may contain hazardous wastes and are not subject to recycling provislons) Construction Debris Management Plan Plan Submittal Daft I!// Job Site Address! y 7- s 1 � �It'� y Owners Name Number, street, or PO Bo 14 Z r) L zi �� l 6Z. W C SI.J ✓//✓� L"%t� �� ? l `� � /✓ �✓li/!ZG/ �., f CC /vu ►' City, Slate. Postal Cod Owners Phone Numbe p h16— a 7 D Owner's E-Mail Addrew. I/y�-M 9-0 9 MA'1 . 47)" . Project Manager's Nam Project Manager. Phone Num r Project Manager's E-mall Addres mat Bulkier I Conlraclo Number, Street or PO !30 'J City, State, Postal Cod f 6- /1l / j/ / %� 1 6Z Project Square Rootag l.✓,G4'L'J V014 - a'i19 - ' /7 " I Approval By Burrtec lj7i�� (/�►/�� Date of City Approval Materials To Be Discarded: Product Tons Trash //Or Not recyclable Asphalt i Recyclable Brick/Block Recyclable Cardboard Recyclable Commingled i Recyclable Concrete p Recyclable Drywall Recyclable Donated /Reuse' 0.00 Recyclable 'Describe Items Product Tons Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris 0.00 Recycla Recycla Recycla Recycla Recycla Recycla Recycla 3 , 0.00 3 , -- 0.00 Totals: Recycle Trash Projected Diversion 27 11 I understand It Is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occurs hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsile waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project In accordance with this plan, This DMP is issued In the name of the property owner(s) and shall remain thelr property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is stilt issued in the name of the property owner(s) and the owner retains legal responsibil;ty for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept Informed of the diversion progress through bi-monthly reports. If sell -hauling, a efuse materi I from this project site must be taken to an approved recycler or transfer stab n. Owner / Devel er / Project Ma ager / Superintendant Date Jacob Fuson From: Peter Satin < psatin@cvag.org > Sent: Thursday, June 1, 2023 4:33 PM To: Jacob Fuson Cc: AJ Ortega Subject: RE: MSHCP Fee Assessment - La Quinta Apartments EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Not even any grading permits? Im hesitant to waive the fee without some sort of documentation. Absent that, LDMF is assessed based on dwelling unit density per acre. The final lot here sums to 5.39 acres, and with 40 units, that comes to 7.4 units/acre, which is the lowest density tier, currently charged at $1,515/dwelling unit (although scheduled to increase July 1). Given the two vacant lots are 0.19 acres, that equates to 1.4 units/lot. We could just then charge the fee on those two parcels, roughly $2,136 per lot. I also want to point out that, given how long those parcels have been vacant, TUMF will also apply at the multi -family rate. Peter Satin I Conservation Program Manager Coachella Valley Association of Governments psatin(@cvag.org 1760.346.1127 From: Jacob Fuson <Jfuson@laquintaca.gov> Sent: Thursday, 1 June, 2023 14:03 To: Peter Satin <psatin@cvag.org> Cc: AJ Ortega <Aortega@laquintaca.gov> Subject: RE: MSHCP Fee Assessment - La Quinta Apartments Peter, We're fairly certain no development existed on those two parcels but we now have a recorded map that combines all the lots into one, would we need to charge for the area of those two or are we safe with the majority of the land being previously permitted for development? Jake Fuson I Senior Building Inspector/Plans Examiner City of La Quinta 78495 Calle Tampico - La Quinta, CA 92253 760.777.7081 www.laquintaca.gov www.playinlaquinta.com From: Peter Satin <psatin@cvag.org> Sent: Thursday, June 1, 2023 11:37 AM To: Jacob Fuson <Jfuson@laquintaca.gov> Cc: AJ Ortega <Aortega@laquintaca.gov> Subject: RE: MSHCP Fee Assessment - La Quinta Apartments EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Hi Jacob, The LDMF (aka MSHCP fee) is charged on any development subsequent to 1996 that takes place on previously undisturbed land, with 1996 serving as the baseline year all of the CVMSHCP's habitat assessments were conducted. Of the parcels you sent over, most show obvious signs of development at that time, either as single family residences or as golf fairway, with the exception of parcels 600-080-005 and 600-080-007. They appear vacant, possibly graded. If the City has any historical documentation demonstrating that those lots had been permitted for development prior to 1996, that would be extremely helpful. Best, Peter Satin I Conservation Program Manager Coachella Valley Association of Governments psatin@cvag.org 1760.346.1127 From: Jacob Fuson <Jfuson@laquintaca.gov> Sent: Thursday, 1 June, 2023 10:43 To: Peter Satin <psatin@cvag.org> Cc: AJ Ortega <Aortega@laguintaca.gov> Subject: MSHCP Fee Assessment - La Quinta Apartments Good morning Peter, I'm not sure whether you're still the person to pose this question to, if not please let me know who should contact and I'd be happy to send this over to them. I'm reaching out for some clarification on whether MSHCP fees should be assessed to an apartment building complex in our city. The complex is located on parcels 600-080-041, 600-080-042, and 600-080-001 through 600-080-009. There was an existing golf course and homes on these parcels which, to my understanding, were taken over by the city through an imminent domain -type process in order to widen Jefferson Street at some point in the past. I'm not sure the total quantity of dwellings located on these parcels before they were demolished but we now have a total of 40 multi -family dwelling units and an associated pool building being proposed. Please let me know what you think, your assistance is appreciated. If you need more records in order to make the determination I can try to do some digging and check with the city clerk to see if we can come up with some more info. Thanks, QW� CALIFORNIA Jake Fuson I Senior Building Inspector/Plans Examiner Building Division City of La Quinta 78495 Calle Tampico I La Quinta, CA 92253 Ph. 760.777.7081 Main: 760.777.7000 www.laquintaca.gov www.i)lavinlaquinta.com WARNING: External email. Please verify sender before opening attachments or clicking on links. WARNING: External email. Please verify sender before opening attachments or clicking on links. AJ Ortega From: AJ Ortega Sent: Wednesday, April 20, 2022 4:21 PM To: David Drake Cc: Jacob Fuson Subject: RE: SNELLENBERGER APARTMENTS REQUEST 90 DAY EXTENSIOIN FOR PLAN CHECK David, An application for permit extension has been granted for 90-days until July 19, 2022 to obtain the permit — The administration fee of $111.71 has been assessed for this request, no payment is necessary at this time due to the application having a deposit balance. AJ Ortega I Building Official Design and Development Department City of La Quinta 78495 Calle Tampico I La Quinta, CA 92253 Phone 760.777.7018 www.laauintaca.aov www.playinlaciuinta.com From: David Drake <Davidd@pvgarchitects.com> Sent: Thursday, April 14, 2022 11:52 AM To: AJ Ortega <Aortega@laquintaca.gov> Cc: Jacob Fuson <Jfuson@laquintaca.gov> Subject: SNELLENBERGER APARTMENTS REQUEST 90 DAY EXTENSIOIN FOR PLAN CHECK EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Dear AJ, PVG is requesting a 90 day extension for the Application for Permit. As noted below in the PC comment Truss calculation are required not later than the second submittal. Owner is obtaining truss calcs per pc comment request. The first company told him told them they were several months out due to COVID. He submitted his drawing to a another Truss Company a few weeks ago due to the first company not performing. PVG is ready to submit once we have the truss calcs. We appreciate your consideration for this extension, thank you. Sincerely yours, David DAVID G. DRAKE DESIGNER / SR. PROJECT MANAGER PVG ARCHITECTS 44530 SAN PABLO AVE. SUITE 200 PALM DESERT, CA 92260 T. 760.779.5393 DAVIDD@PVGARCHITECTS.COM W W W.PVGARCHITECTS.COM CONFIDENTIALITY NOTICE: The contents of this email message and any attachments are intended solely for the addressee(s) and may contain confidential and/or privileged information and maybe legally protected from disclosure. If you are not the intended recipient of this message or their agent, or if this message has been addressed to you in error, please immediately alert the sender by reply email and then delete this message and any attachments. If you are not the intended recipient, you are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. 0 Invoice No.: 79574 1W Invoice Date: 7/5/2022 INTERWEST Remit to: Interwest Consulting Group 444 N. Cleveland Avenue Loveland, CO 80537 Number of Reviews: 2 Direct questions to: Sarah Gray (970) 795-2103 sgray@interwestgrp. com Building & Safety Plan Review Professional services for the period May 1 through July 5, 2022 Bill to: City of La Quinta Attention Danny Castro, Design & Development Director 78495 Calle Tampico La Quinta, CA 92253 Jurisdiction # IW # Project Total BCPR2021-0037 LAQ21-0094 New Apartment Development- Building 1 - $593.75 BCPR2021-003 7 BCPR2021-0037 LAQ21-0095 New Apartment Development- Buildings 2 and 5 - $593.75 BCPR2021-003 7 BCPR2021-0037 LAQ21-0096 New Apartment Development- Building 3 - $625.00 BCPR2021-003 7 BCPR2021-0037 LAQ21-0097 New Apartment Development- Building 4 - $218.75 BCPR2021-003 7 BCPR2021-0037 LAQ21-0098 New Apartment Development- Site Improvements - $187.50 IBCPR2021-0037 Invoice Total 1 $2,218.75 BCPR2021-0037 New Apartment Development- Building 1 - BCPR2021-0037 Person Title Week Hours Rate Total Randy Brumley Plan Check Engineer 6/26/2022 0.25 $125.00 $31.25 Medhat Henen Plan Check Engineer 7/3/2022 3 $125.00 $375.00 Jenny Truong Plan Check Engineer 7/3/2022 1.25 $125.00 $156.25 Jingpei Zhang Plan Check Engineer 7/3/2022 0.25 $125.00 $31.25 $593.75 BCPR2021-0037 New Apartment Development- Buildings 2 and 5 - BCPR2021-0037 Person Title Week Hours Rate Total Randy Brumley Plan Check Engineer 6/26/2022 0.25 $125.00 $31.25 Medhat Henen Plan Check Engineer 7/3/2022 3 $125.00 $375.00 Jenny Truong Plan Check Engineer 7/3/2022 1.25 $125.00 $156.25 Jingpei Zhang Plan Check Engineer 7/3/2022 0.25 $125.00 $31.25 $593.75 BCPR2021-0037 New Apartment Development- Building 3 - BCPR2021-0037 Person Title Week Hours Rate Total Randy Brumley Plan Check Engineer 6/26/2022 0.25 $125.00 $31.25 Medhat Henen Plan Check Engineer 7/3/2022 3 $125.00 $375.00 Jenny Truong Plan Check Engineer 7/3/2022 1.5 $125.00 $187.50 Jingpei Zhang Plan Check Engineer 7/3/2022 0.25 $125.00 $31.25 $625.00 BCPR2021-0037 New Apartment Development- Building 4 - BCPR2021-0037 Person Title Week Hours Rate Total Randy Brumley Plan Check Engineer 6/26/2022 0.25 $125.00 $31.25 Jenny Truong Plan Check Engineer 7/3/2022 1.25 $125.00 $156.25 Jingpei Zhang Plan Check Engineer 7/3/2022 0.25 $125.00 $31.25 $218.75 BCPR2021-0037 New Apartment Development- Site Improvements - BCPR2021-0037 Person Title Week Hours Rate Total Randy Brumley Plan Check Engineer 6/26/2022 0.25 $125.00 $31.25 Jenny Truong Plan Check Engineer 7/3/2022 1.25 $125.00 $156.25 $187.50 3/22/23. 10:19 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #86351 March 22, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0094 Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to: Attention Danny Castro 444 N. Cleveland Ave Erica Cuevas Design & Development Director Loveland, CO 80537 (970) 568-5034 78495 Calle Tampico ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period March I through March 22, 2023 NEW APARTMENT DEVELOPMENT- BUILDING 1 - BCPR2021-0037 Jefferson St Invoice Total 1$31.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 1 3/211 0.25 $125.001 $31.25 https://interwest.lucidbilIing.com/invoices/print 1/1 3/22/23. 10:20 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #86352 March 22, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0095 Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to: Attention Danny Castro 444 N. Cleveland Ave Erica Cuevas Design & Development Director Loveland, CO 80537 (970) 568-5034 78495 Calle Tampico ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period March 1 through March 22, 2023 NEW APARTMENT DEVELOPMENT- BUILDINGS 2 AND 5 - BCPR2021-0037 Jefferson St Invoice Total 1$31.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 1 3/211 0.25 $125.001 $31.25 https://interwest.lucidbilIing.com/invoices/print 1/1 3/22/23. 10:21 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #86353 March 22, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0096 Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to: Attention Danny Castro 444 N. Cleveland Ave Erica Cuevas Design & Development Director Loveland, CO 80537 (970) 568-5034 78495 Calle Tampico ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period March I through March 22, 2023 NEW APARTMENT DEVELOPMENT- BUILDING 3 - BCPR2021-0037 Jefferson St Invoice Total 1$31.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 1 3/211 0.25 $125.001 $31.25 https://interwest.lucidbilling.com/invoices/print 1/1 3/22/23. 10:22 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #86354 March 22, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0097 Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to: Attention Danny Castro 444 N. Cleveland Ave Erica Cuevas Design & Development Director Loveland, CO 80537 (970) 568-5034 78495 Calle Tampico ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period March I through March 22, 2023 NEW APARTMENT DEVELOPMENT- BUILDING 4 - BCPR2021-0037 Jefferson St Invoice Total 1$31.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 1 3/211 0.25 $125.001 $31.25 https://interwest.lucidbilIing.com/invoices/print 1/1 3/22/23. 10:23 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #86355 March 22, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0098 Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to: Attention Danny Castro 444 N. Cleveland Ave Erica Cuevas Design & Development Director Loveland, CO 80537 (970) 568-5034 78495 Calle Tampico ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period March 1 through March 22, 2023 NEW APARTMENT DEVELOPMENT- SITE IMPROVEMENTS- BCPR2021- 0037 Jefferson St Invoice Total $31.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 3/211 0.251 S125.001 $31.25 https://interwest.lucidbilIing.com/invoices/print 1/1 12/7/22. 8:39 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #83669 December 7, 2022 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0094 Bill to: City of La Quinta :Remit to: Interwest Consulting Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 444 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 :ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period November 1 through December 7, 2022 NEW APARTMENT DEVELOPMENT- BUILDING I - BCPR2021-0037 Jefferson St Invoice Total 1 $162.50 Emnlovee Title Dav Hours Rate Total Jenny Truong Plan Check Engineer 11/29 0.5 $125.00 $62.50 A Peterson ICC Certified Plans Examiner 12/6 1 $100.00 $100.00 Labor 1.5 $162.50 https://interwest.lucidbilling.com/invoices/print 1/1 12/7/22. 8:49 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #83670 December 7, 2022 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0095 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 444 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 :ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period November 1 through December 7, 2022 NEW APARTMENT DEVELOPMENT- BUILDINGS 2 AND 5 - BCPR2021-0037 Jefferson St Invoice Total 1 $162.50 Emnlovee Title Dav Hours Rate Total Jenny Truong Plan Check Engineer 11/29 0.5 $125.00 $62.50 A Peterson ICC Certified Plans Examiner 12/6 1 $100.00 $100.00 Labor 1.5 $162.50 https://interwest.lucidbilling.com/invoices/print 1/1 12/7/22. 8:53 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #83671 December 7, 2022 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0096 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 444 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 :ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period November 1 through December 7, 2022 NEW APARTMENT DEVELOPMENT- BUILDING 3 - BCPR2021-0037 Jefferson St Invoice Total 1 $162.50 Emnlovee Title Dav Hours Rate Total Jenny Truong Plan Check Engineer 11/29 0.5 $125.00 $62.50 A Peterson ICC Certified Plans Examiner 12/6 1 $100.00 $100.00 Labor 1.5 $162.50 https://interwest.lucidbilling.com/invoices/print 1/1 12/7/22. 8:55 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #83672 December 7, 2022 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0097 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 444 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 :ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period November 1 through December 7, 2022 NEW APARTMENT DEVELOPMENT- BUILDING 4 - BCPR2021-0037 Jefferson St Invoice Total 1 $131.25 Emnlovee Title Dav Hours Rate Total Jenny Truong Plan Check Engineer 11/29 0.25 $125.00 $31.25 A Peterson ICC Certified Plans Examiner 12/6 1 $100.00 $100.00 Labor 1.25 $131.25 https://interwest.lucidbilling.com/invoices/print 1/1 12/7/22. 8:58 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #83673 December 7, 2022 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0098 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 444 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 :ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period November 1 through December 7, 2022 NEW APARTMENT DEVELOPMENT- SITE IMPROVEMENTS- BCPR2021- 0037 Jefferson St Invoice Total 1 $181.25 Emblovee Title Dav Hours Rate Total Jenny Truong Plan Check Engineer 11/29 0.25 $125.00 $31.25 A Peterson ICC Certified Plans Examiner 12/6 1.5 $100.00 $150.00 Labor 1.75 $181.25 https://interwest.lucidbilling.com/invoices/print 1/1 2/6/23, 9:20 AM Invoice nV INTERWEST A SAFEbwtt COMPANY INVOICE #85114 February 6, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0094 Bill to: City of La Quinta :Remit to: Interwest Consulting Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 44 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 €ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period February 1 through February 6, 2023 NEW APARTMENT DEVELOPMENT- BUILDING 1 - BCPR2021-0037 Jefferson St Invoice Total 1$81.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 2/2 0.25 $125.00 $31.25 A Peterson ICC Certified Plans Examiner 2/4 0.5 $100.00 $50.00 Labor 0.75 $81.25 https://interwest.lucidbilling.com/invoices/print 1/1 2/6/23, 9:24 AM Invoice nV INTERWEST A SAFEbwtt COMPANY INVOICE #85116 February 6, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0095 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 44 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 €ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period February 1 through February 6, 2023 NEW APARTMENT DEVELOPMENT- BUILDINGS 2 AND 5 - BCPR2021-0037 Jefferson St Invoice Total 1$81.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 2/2 0.25 $125.00 $31.25 A Peterson ICC Certified Plans Examiner 2/4 0.5 $100.00 $50.00 Labor 0.75 $81.25 https://interwest.lucidbilling.com/invoices/print 1/1 2/6/23, 9:22 AM Invoice nV INTERWEST A SAFEbwtt COMPANY INVOICE #85115 February 6, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0096 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 44 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 €ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period February 1 through February 6, 2023 NEW APARTMENT DEVELOPMENT- BUILDING 3 - BCPR2021-0037 Jefferson St Invoice Total 1$81.25 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 2/2 0.25 $125.00 $31.25 A Peterson ICC Certified Plans Examiner 2/4 0.5 $100.00 $50.00 Labor 0.75 $81.25 https://interwest.lucidbilling.com/invoices/print 1/1 2/6/23, 9:26 AM Invoice nV INTERWEST A SAFEbwtt COMPANY INVOICE #85117 February 6, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0097 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 44 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 €ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period February 1 through February 6, 2023 NEW APARTMENT DEVELOPMENT- BUILDING 4 - BCPR2021-0037 Jefferson St Invoice Total I $112.50 Employee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 2/2 0.5 $125.00 $62.50 A Peterson ICC Certified Plans Examiner 2/4 0.5 $100.00 $50.00 Labor 1 $112.50 https://interwest.lucidbilling.com/invoices/print 1/1 2/6/23, 10:29 AM Invoice 1w INTERWEST A SAFEbwtt COMPANY INVOICE #85118 February 6, 2023 Jurisdiction No. BCPR2021-0037 Interwest Job No. LAQ21-0098 Bill to: City of La Quinta :Remit to: Interwest Consulting :Direct questions to: Attention Danny Castro, Design & Development :Group :Erica Cuevas Director 44 N. Cleveland Ave :(970) 568-5034 78495 Calle Tampico Loveland, CO 80537 €ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period February 1 through February 6, 2023 NEW APARTMENT DEVELOPMENT- SITE IMPROVEMENTS- BCPR2021- 0037 Jefferson St Invoice Total $81.25 Emplovee Title Day Hours Rate Total Jenny Truong Plan Check Engineer 2/2 0.25 $125.00 $31.25 A Peterson ICC Certified Plans Examiner 2/4 0.5 $100.00 $50.00 Labor 0.75 $81.25 https://interwest.lucidbilIing.com/invoices/85118 1/1 5/26/22, 4:57 PM �� Rated Roof Products CR C CRRC Roof Directory CRRC PROD ID. MANUFACTURER 0634-0001 Seaman Corporation 0634-0002 Seaman Corporation CRRC PRODUCT ID 0634-0002 MANUFACTURER Seaman Corporation BRAND FiberTite Roofing Systems MODEL DC6 White 0634-0004 Seaman Corporation 0634-0003 Seaman Corporation 4 results SOLAR REFLECTANCE THERMAL EMITTANCE SRI BRAND AND MODEL INITIAL 3 YEAR INITIAL 3 YEAR INITIAL 3 YEAR FiberTite Roofing Systems DC196 Off White 0.83 0.66 0.86 0.74 104 76 FiberTite Roofing Systems DC6 White TYPE Single -Ply COLOR Bright White PRODUCT MARKET All Markets SLOPE Low FiberTite Roofing Systems DC 671 CR Gray FiberTite Roofing Systems DC 667 CR Tan 0.87 0.71 0.85 0.84 110 86 APPLICATION APPROVAL DATE December 31, 2017 MANUFACTURER CONTACT Jerry Beall 800-927-8578 https:#seamancorp.com 0.69 0.61 0.89 0.89 84 73 0.72 0.63 0.88 0.89 88 76 https://cooIroofs.org/directory/roof?keywords=FIBERTITE 1 /1 Sound Attenuation Batt INNOVATIONS FOR LIVING' Description Sound Attenuation Batts (SAB's) are unfaced, lightweight, flexible fiberglass insulation batts, designed to deliver noise control in metal stud wall cavities of interior partitions. Manufactured to fit metal framing, they come in 2%2', 3%2' and 5%2' thicknesses, with lengths up to 9'. Product Attributes Excellent Acoustical Performance Sound Attenuation Batts provide excellent acoustical performance for metal framed interior partitions. Depending on the construction method and components used, SAB's can improve STC (Sound Transmission Class) ratings by 4-10 points over an empty cavity. Easy to Install and Fabricate Sound Attenuation Batts are 88" wider than stud spacing for easy friction -fit installation. No adhesives or fasteners are required. Supplementary support should be provided when the SAB's do not fill the cavity or if one side of the cavity is left open and the partition is 8' or higher. SAB's are easily cut to fit around wires, outlets, junction boxes, pipes and other obstructions. Friction fit installation and easy fabrication, improves installation speed and workmanship. Acoustic performance of a wall assembly can be affected by workmanship and attention to detail while constructing a wall. Data on acoustic performance of specific wall assemblies is available on page 2, Insulation Product Data Sheet Acoustic Comparison of Cavity Insulation Types Gypsum Board One layer each side. 5/" Insulation Type Test Number None TL-92-618 - 38 %11 Glass fiber TL-93-325 49 %11 Mineral fiber TL-93-327 47 ''/" Cellulose (spray) One layer one side, two layers the other side %11 Glass fiber TL-93-049 TL-92-420 45 52 5/8" Mineral fiber TL-93-329 53 %11 Cellulose (spray) TL-93-050 49 %11 Cellulose (blown) TL-92-437 49 3%" 25 Gauge Non Load Bearing Studs at 16" on center NRC-CNRC Internal Report IRC-IR-693, October 1995 Available Sizes Thickness Width Length 2%" 16"/24" (406mm/609mm) 96" 2%" 16" (406mm) 108" 3%z" I6"/24" (406mm/609mm) 96" 3%' 16" (406mm) 108" 5%' 16" (406mm) 93" Reality of Sound Transmission Class (STC). STC is a method of rating airborne sound transmission performance of a wall or floor assembly. It is intended as a quick screening tool to compare different wall or floor assemblies. STC ratings are determined in a laboratory under controlled conditions. Even then, differences of 1-2 points STC can occur for the same assembly in the same laboratory. In the field, flanking noise, quality of material and construction practices can lead to widely varied STC's for the same assembly. Typically a two (2) or more point change in STC is necessary to notice an audible difference. Product Comparison Independent ASTM E90-1990 testing was used to determine Sound Transmission Class in accordance with ASTM E413 for several types of building insulation. All the testing was done at the same lab, using the same individually tested components, to give the most reproducible results. The results show that insulating the cavity is critical to acoustic performance. It also shows that the type of insulation does not significantly affect the performance of the assembly. Design Considerations Acoustical performance of metal stud interior partitions can be substantially affected by a number of important design and construction details. Important details include: I. Seal the bottom plate and any wall penetrations with non - hardening permanently resilient sealant. Sound Attenuation Batt INNOVATIONS FOR LIVING" Product Data Sheet nsulation 2. Location and attachment of Surface Burning Characteristics/Building Code outlets, ducts and mechanical Construction Classification' equipment. Plumbing should be Products Flame Spread Smoke Developed ICBO BOCA SBCCI ICC designed to allow for expansion and contraction. Pipes should Unfaced 10 10 All Types All Types All Types All Types 'Sound Attenuation Batt Insulation complies with ICBO (Uniform Building Code), BOCA (National Building Code) and also be isolated from structure SBCCI (Standard Building Code) and ICC (International Building Code) model code requirements for building using resilient mounts. costruction types listed above. Products are tested in accordance with Surface Burning Characteristics ASTM E 84. 3. Use solid core wood or Water Absorption metal doors for best noise Maximum by Volume Less than 0.05% control. Depending on HVAC requirements, weather- Dimensional Stability stripping may be used around Linear Shrinkage Less than 0.1% the door to reduce sound transmission. Acoustic and Fire Ratings for Typical Steel Stud Partitions Fire Safety STC Test No. Construction Description Fire Test Fire Rating Sound Attenuation Batts are Double Layer Wall System considered non-combustible and 56 W02184 rz" Type "X" gypsum; 3Ys" SS, 3Y2" thick, WP 1521t 2 Hr. Sound Attenuation Batt Insulation have are Classified 10/ 10 when 54 W03084 Y2" Type "X" gypsum; 2Y" SS, 2 Y2" thick, WP 1546 2 Hr. tested in accordance with ASTM Sound Attenuation Batt Insulation E84. When installed in approved Unbalanced Wall System (2layer/I layer gypsum) Wall systems, SAB's can achieve 55 W02484 Unbalanced %" Type "X" gypsum; 3%8" SS, 3Y2" thick, WP 1052 1 Hr. y Sound Attenuation Batt Insulation up to a 2 hour rating when tested 52 W02884 Unbalanced %" Type "X" gypsum; 2Y? SS, 2Y? thick, UL U494 I Hr.* according to ASTM El19. Sound Attenuation Batt Insulation Unbalanced with Resilient Channel Wall System Special 58 RAL-TL90-345 %" Type X' gypsum single layer, resilient channel, UL U465 I Hr* Due to the for skin one side; double layer other side; 3%" SS, 3Y2" thick, potential P Sound Attenuation Batt Insulation irritation Sound Attenuation Single Layer Wall System Batts should not be used in open 51 RAL-TL89-288 Single LayerSYe" Type "X" gypsum; 6" SS, 5Y" thick, I Hr. cavities that will be subject to Sound Attenuation Batt Insulation human contact. Ifspecifying for 50 RAL-TL89-157 Single LayerSYe" Type "X" gypsum; 3Ys" SS, 3Y2" thick, UL U465 I Hr. Sound Attenuation Batt Insulation an open cavity, remember to use 47 W05182 Single Layer %" Type "X" gypsum; 2'Y2" SS, 2'Y2" thick, UL U494 I Hr. supplemental support for heights Sound Attenuation Batt Insulation over 8'. Single Layer with Resilient Channel Wall System 54 RAL-TL90-344 Single layer, resilient channel, one side only; %" Type X' UL U465 I Hr* Product should be kept dry gypsum; 35YV SS, 3Y" thick, Sound Attenuation Batt Insulation during shipping, storage and tListed in the Gypsum Association "Fire Resistance Design Manual" Installation. Key: SS = Steel Stud Applicable Standards Sound Attenuation Batt Insulation complies with ASTM C665 Type I, ASTM E 136 and the MEA 332- 83-m requirements of New York OWENS CORNING INSULATING SYSTEMS, LLC City. Federal Specification HH- ONE OWENS CORNING PARKWAY . TOLEDO, OHIO 43659 1-521 F has been canceled and is 1-800-GET-PINKT replaced by ASTM C665. INNOVATIONS FOR LIVING' www.owenscorning.com Pub. No. 18141-N. Printed in U.S.A. July 2009. THE PINK PANTHERTM & ©1964-2009 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved. The color PINK is a registered trademark of Owens Corning. ©2009 Owens Corning. PREST VUKSIC I GREENWOOD ARC H I T E C T -INTERIORSS Carlos Flores I Senior Planner Design and Development City of La Quinta 78495 Calle Tampico I La Quinta, CA 92253 Ph. 760.777.7069 Dear Carlos, Please see the attached noise mitigation measures responses for Jefferson Apartments (Snellenberger) Apartments located at 46300 Jefferson Street, La Quinta, CA. 92253 EXTERIOR NOISE MITIGATION To satisfy the City of La Quinta 65 dBA CNEL normally acceptable exterior noise level criteria for single-family residential land use, the construction of 6-foot high noise barriers is required for the outdoor living areas (backyards) of lots 1 to 9 adjacent to Jefferson Street. With the recommended noise barriers shown on Exhibit ES -A, the mitigated future exterior noise levels will range from 64.5 to 65.0 dBA CNEL. This noise analysis shows that the recommended noise barriers will satisfy the City of La Quinta 65 dBA CNEL exterior noise level criteria for residential land use. The recommendations identify the minimum required noise barrier height to satisfy the City of La Quinta exterior noise level standards. The recommended noise control barriers shall be constructed so that the top of each wall extends to the recommended height above the pad elevation of the lot it is shielding. When the road is elevated above the pad elevation, the barrier shall extend to the recommended height above the highest point between the residential home and the road. The barriers shall provide a weight of at least 4 pounds per square foot of face area with no decorative cutouts or line -of -sight openings between shielded areas and the roadways. The noise barrier may be constructed using one of the following materials: • Masonry block • Stucco veneer over wood framing (or foam core), or 1 inch thick tongue and groove wood of sufficient weight per square foot • Glass (1/4 inch thick), or other transparent material with sufficient weight per square foot • Earthen berm • Any combination of these construction materials The barrier must present a solid face from top to bottom. Unnecessary openings or decorative cutouts should not be made. All gaps (except for weep holes) should be filled with grout or caulking. EXTERIOR NOISE BARRIERS: Six-foot high masonry block walls are located at the north, east, west walls. The six-foot wall at the south return to the west and the east approximately 25 ft. Please reference Civil's precise grading plan. 44530 SAN PABLO AVE SUITE 200 PALM DESERT CA 92260 T . 760 779 5393 F .760 779 5395 INTERIOR NOISE MITIGATION To satisfy the City of La Quinta 45 dBA CNEL interior noise level criteria, units facing Highway 111 and Jefferson Street will require a Noise Level Reduction (NLR) of up to 20.0 dBA and a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning). In order to meet the City of La Quinta 45 dBA CNEL interior noise standards the Project shall provide the following or equivalent noise mitigation measures: • Windows: All windows and sliding glass doors shall be well fitted, well weather-stripped assemblies and shall have a minimum sound transmission class (STC) rating of 27. • Doors: All exterior doors shall be well weather-stripped solid core assemblies at least one and three -fourths -inch thick. • Walls: At any penetrations of exterior walls by pipes, ducts, or conduits, the space between the wall and pipes, ducts, or conduits shall be caulked or filled with mortar to form an airtight seal. • Roof: Roof sheathing of wood construction shall be well fitted or caulked plywood of at least one-half inch thick. Ceilings shall be well fitted, well sealed gypsum board of at least one-half inch thick. Insulation with at least a rating of R-19 shall be used in the attic space. • Attic: Attic vents should be oriented away from Jefferson Street. If such an orientation cannot be avoided, then an acoustical baffle shall be placed in the attic space behind the. vents. • Ventilation: Arrangements for any habitable room shall be such that any exterior door or window can be kept closed when the room is in use and still receive circulated air. A forced air circulation system (e.g. air conditioning) or active ventilation system (e.g. fresh air supply) shall be provided which satisfies the requirements of the Uniform Mechanical Code. • Furnishings: All bedrooms, when in use, are expected to contain furniture or other materials that absorb sound equivalent to the absorption provided by wall-to-wall carpeting over a conventional pad. With the recommended interior noise mitigation measures provided in this study, the proposed Tract No. 36875 development is expected to meet the City of La Quinta 45 dBA CNEL interior noise level standards for residential development. WINDOWS: 1. All apartment unit windows in this project are specified in the project's specifications as Milgard 1110 Horizontal Slider Series dual glazed with a rating of STC 31, which exceeds the acoustical report's requirements. See project's sheet specifications 2. All apartment unit sliding glass doors in this project are specified in the project's specifications as Milgard 450 Standard Sliding Glass Door Series dual glazed with a rating of STC 31, which exceeds the acoustical report's requirements. See project's sheet specifications DOORS: 1. Window and door assemblies are free of cut outs and openings and are designed to be well fitted and well weather-stripped. Exterior doors are 1 %" thick solid core doors. See Door Schedule A7.10.2 2 WALLS: All penetrations of exterior walls by pipes, ducts, or conduits, the space between walls and pipes and ducts or conduits are caulked or filled with mortar to from an airtight seal. In addition to the above: 1. All exterior building walls in this project will be framed with 2x6 studs at 16" o.c. with R-21 insulation. The interior surface of these walls will have 5/8" gypsum board. The exterior surface of these walls will have a minimum 7/8" cement plaster. This construction exceeds the minimum acoustical design STC of 46. ROOF: 1. Roofs are being framed with gang nail trusses, with 5/8" plywood sheathing and are well sealed to form a continuous barrier with R38 batt insulation in truss cavities placed next to the roof sheathing. 1/4" DensDeck is fastened over the 5/8" plywood sheathing which provides a Class "A" fire rating with the "Fibertite" roof system, in addition to this DensDeck also has sound deadening quality. (DensDeck has been sound tested (ASTM E90) for steel roof assemblies which notes sound deadening qualities.) The above design exceeds the minimum recommend mitigation requirements. Please refer to Architectural building and wall sections. 2. Ceilings 5/8" Gyp.Bd. and are well fitted. Roof insulation is R-30 min. which exceeds the minimum recommend mitigation requirements. ATTIC: 1. There are only soffit vents located at the underside of the porch overhangs (non -condition space). They do not face Jefferson Street. There are not attic vents at the building's condition space. Building's condition space is separate with R-21 fiberglass batt insulation at exterior walls and R-31 fiberglass batt insulation at roof underside of roof sheathing. Please refer to the Architectural Sections and Wall Sections VENTILATION: 1. The project is design where windows and doors can be closed when in use. All habitable rooms have a force air circulation system and satisfies requirements of the Uniform Mechanical Code. Please refer to the Mechanical Drawings. FURNISHINGS: 1. The apartments are rented unfurnished. It is our assumption that the future tenants will have sound absorbing furnishing. IN ADDITION TO FURTHER ENHANCE SOUND MITIGATION FOR THE PROJECT: Vertical and horizontal acoustical separation between units was not noted in this Executive Summary. The City of La Quinta requires that a rating of STC 50 (and IIC of 50 at floors). The following designs were incorporated into the project. Demising walls and ceilings at apartment units: See Sheets D4.10 & D4.11 for STC ratings for both vertical and horizontal assemblies. Demising walls (Vertical Separation STC 51): Exceeds City's requirement of STC 50. See attached Owens Corning Product Data Sheet. STC Test No: OCSFC Construct Description to acquire a rating of STC 51. Construction of this wall is 2x6 stud top and bottom plates with 2x4 staggered studs at 16" o.c.; with single layer %" type "x" gyp.bd. on each side with two thicknesses of 3 %" thick Quiet Zone. The project's demising walls are (2) 2x6 stud walls with a 2" air space between the studs at 16" o.c; with single layer of 5/8" type "x" gyp.bd. on each side with two thickness of 5 %" thick Quiet Zone on thickness at each wall separated by the 2" air space. This wall will easily meet an STC 51 rating or better. Demising ceilings (Horizontal Separation): Exceeds City's requirements of STC 50 and IIC 50. See attached ESR-2994 Assembly B with Gypsum Concrete - Pad and Carpet STC= 58 and IIC = 54. Note this assembly does not account for the 5 %" Quiet Zone insulation which will increase the STC rating of the wall. ii. See attached ESR-2994 Assembly 8 with Gypsum Concrete — Vinyl floor STC=58 and IIC = 50. At vinyl floor areas or non -carpet areas Acousti-Mat 1 is installed between the non -carpet areas. This product will allow ICC to increase 10 points making an ICC =60 at non -carpeted areas (see attached). Also 5 %" Quiet Zone insulation is added at the ceiling and two layers of 518" type "X" gyp.bd. over'z" resilient channels. The resilient channels will also raise the STC rating of this assembly. End of PVA's Comments 4 Sound Attenuation Batt INNOVATIONS FOR LIVING' Description Sound Attenuation Batts (SAB's) are unfaced, lightweight, flexible fiberglass insulation batts, designed to deliver noise control in metal stud wall cavities of interior partitions. Manufactured to fit metal framing, they come in 2%2', 3%2' and 5%2' thicknesses, with lengths up to 9'. Product Attributes Excellent Acoustical Performance Sound Attenuation Batts provide excellent acoustical performance for metal framed interior partitions. Depending on the construction method and components used, SAB's can improve STC (Sound Transmission Class) ratings by 4-10 points over an empty cavity. Easy to Install and Fabricate Sound Attenuation Batts are 88" wider than stud spacing for easy friction -fit installation. No adhesives or fasteners are required. Supplementary support should be provided when the SAB's do not fill the cavity or if one side of the cavity is left open and the partition is 8' or higher. SAB's are easily cut to fit around wires, outlets, junction boxes, pipes and other obstructions. Friction fit installation and easy fabrication, improves installation speed and workmanship. Acoustic performance of a wall assembly can be affected by workmanship and attention to detail while constructing a wall. Data on acoustic performance of specific wall assemblies is available on page 2, Insulation Product Data Sheet Acoustic Comparison of Cavity Insulation Types Gypsum Board One layer each side. 5/" Insulation Type Test Number None TL-92-618 - 38 %11 Glass fiber TL-93-325 49 %11 Mineral fiber TL-93-327 47 ''/" Cellulose (spray) One layer one side, two layers the other side %11 Glass fiber TL-93-049 TL-92-420 45 52 5/8" Mineral fiber TL-93-329 53 %11 Cellulose (spray) TL-93-050 49 %11 Cellulose (blown) TL-92-437 49 3%" 25 Gauge Non Load Bearing Studs at 16" on center NRC-CNRC Internal Report IRC-IR-693, October 1995 Available Sizes Thickness Width Length 2%" 16"/24" (406mm/609mm) 96" 2%" 16" (406mm) 108" 3%z" I6"/24" (406mm/609mm) 96" 3%' 16" (406mm) 108" 5%' 16" (406mm) 93" Reality of Sound Transmission Class (STC). STC is a method of rating airborne sound transmission performance of a wall or floor assembly. It is intended as a quick screening tool to compare different wall or floor assemblies. STC ratings are determined in a laboratory under controlled conditions. Even then, differences of 1-2 points STC can occur for the same assembly in the same laboratory. In the field, flanking noise, quality of material and construction practices can lead to widely varied STC's for the same assembly. Typically a two (2) or more point change in STC is necessary to notice an audible difference. Product Comparison Independent ASTM E90-1990 testing was used to determine Sound Transmission Class in accordance with ASTM E413 for several types of building insulation. All the testing was done at the same lab, using the same individually tested components, to give the most reproducible results. The results show that insulating the cavity is critical to acoustic performance. It also shows that the type of insulation does not significantly affect the performance of the assembly. Design Considerations Acoustical performance of metal stud interior partitions can be substantially affected by a number of important design and construction details. Important details include: I. Seal the bottom plate and any wall penetrations with non - hardening permanently resilient sealant. Sound Attenuation Batt INNOVATIONS FOR LIVING" Product Data Sheet nsulation 2. Location and attachment of Surface Burning Characteristics/Building Code outlets, ducts and mechanical Construction Classification' equipment. Plumbing should be Products Flame Spread Smoke Developed ICBO BOCA SBCCI ICC designed to allow for expansion and contraction. Pipes should Unfaced 10 10 All Types All Types All Types All Types 'Sound Attenuation Batt Insulation complies with ICBO (Uniform Building Code), BOCA (National Building Code) and also be isolated from structure SBCCI (Standard Building Code) and ICC (International Building Code) model code requirements for building using resilient mounts. costruction types listed above. Products are tested in accordance with Surface Burning Characteristics ASTM E 84. 3. Use solid core wood or Water Absorption metal doors for best noise Maximum by Volume Less than 0.05% control. Depending on HVAC requirements, weather- Dimensional Stability stripping may be used around Linear Shrinkage Less than 0.1% the door to reduce sound transmission. Acoustic and Fire Ratings for Typical Steel Stud Partitions Fire Safety STC Test No. Construction Description Fire Test Fire Rating Sound Attenuation Batts are Double Layer Wall System considered non-combustible and 56 W02184 rz" Type "X" gypsum; 3Ys" SS, 3Y2" thick, WP 1521t 2 Hr. Sound Attenuation Batt Insulation have are Classified 10/ 10 when 54 W03084 Y2" Type "X" gypsum; 2Y" SS, 2 Y2" thick, WP 1546 2 Hr. tested in accordance with ASTM Sound Attenuation Batt Insulation E84. When installed in approved Unbalanced Wall System (2layer/I layer gypsum) Wall systems, SAB's can achieve 55 W02484 Unbalanced %" Type "X" gypsum; 3%8" SS, 3Y2" thick, WP 1052 1 Hr. y Sound Attenuation Batt Insulation up to a 2 hour rating when tested 52 W02884 Unbalanced %" Type "X" gypsum; 2Y? SS, 2Y? thick, UL U494 I Hr.* according to ASTM El19. Sound Attenuation Batt Insulation Unbalanced with Resilient Channel Wall System Special 58 RAL-TL90-345 %" Type X' gypsum single layer, resilient channel, UL U465 I Hr* Due to the for skin one side; double layer other side; 3%" SS, 3Y2" thick, potential P Sound Attenuation Batt Insulation irritation Sound Attenuation Single Layer Wall System Batts should not be used in open 51 RAL-TL89-288 Single LayerSYe" Type "X" gypsum; 6" SS, 5Y" thick, I Hr. cavities that will be subject to Sound Attenuation Batt Insulation human contact. Ifspecifying for 50 RAL-TL89-157 Single LayerSYe" Type "X" gypsum; 3Ys" SS, 3Y2" thick, UL U465 I Hr. Sound Attenuation Batt Insulation an open cavity, remember to use 47 W05182 Single Layer %" Type "X" gypsum; 2'Y2" SS, 2'Y2" thick, UL U494 I Hr. supplemental support for heights Sound Attenuation Batt Insulation over 8'. Single Layer with Resilient Channel Wall System 54 RAL-TL90-344 Single layer, resilient channel, one side only; %" Type X' UL U465 I Hr* Product should be kept dry gypsum; 35YV SS, 3Y" thick, Sound Attenuation Batt Insulation during shipping, storage and tListed in the Gypsum Association "Fire Resistance Design Manual" Installation. Key: SS = Steel Stud Applicable Standards Sound Attenuation Batt Insulation complies with ASTM C665 Type I, ASTM E 136 and the MEA 332- 83-m requirements of New York OWENS CORNING INSULATING SYSTEMS, LLC City. Federal Specification HH- ONE OWENS CORNING PARKWAY . TOLEDO, OHIO 43659 1-521 F has been canceled and is 1-800-GET-PINKT replaced by ASTM C665. INNOVATIONS FOR LIVING' www.owenscorning.com Pub. No. 18141-N. Printed in U.S.A. July 2009. THE PINK PANTHERTM & ©1964-2009 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved. The color PINK is a registered trademark of Owens Corning. ©2009 Owens Corning. ICC EVALUATION SERVICE www.icc-es.orci 1 (800) 423-6587 1 (562) 699-0543 ICC-ES Evaluation Report ESR-2994 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 33—Wood I -joists REPORT HOLDER: REDBUILT LLC EVALUATION SUBJECT: RED -I'm PREFABRICATED WOOD I -JOISTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2021, 2018, 2015, and 2012 International Building Codee (IBC) ■ 2021, 2018, 2015, and 2012 International Residential Code' (IRC) For evaluation for compliance with codes adopted by the Los Angeles Department of Building and Safety (LADBS), see ESR-2994 LABC and LARC Supplement. Properties evaluated: ■ Structural ■ Sound ratings ■ Fire -resistance ratings 2.0 USES Red-1 joists are prefabricated wood 1-joists used as floor joists, roof rafters and blocking panels, to support code -required loads. Red -I joists described in Table 1 are also used as rim joists, to provide the transfer of vertical loads at the rim joist location, diaphragm attachment, and transfer of lateral loads. Prefabricated wood I -joists described in this report comply with 2021, 2018 and 2015 IBC Sections 2303.1.2 and 2303.1.13 (2012 IBC Section 2303.1.2) for allowable stress design, and 2021, 2018 and 2015 IRC Sections R502.1.2 and R502.1.7 (2012 IRC Section R502.1.4). 3.0 DESCRIPTION 3.1 General: Red-1 joists are prefabricated wood 1-joists having wood or wood -based flanges and oriented strand board (OSB) webs, complying with ASTM D5055. Either the top and Compliance with International Coc__ Compliance to State/Regional Codes A Subsidiary of the International Code Council° Reissued August 2021 Revised June 2022 This report is subject to renewal August 2023. bottom flanges are parallel, forming a constant -depth joist (non -tapered); or the web at the top flange location has a single taper, forming a variable -depth joist (tapered). Red- 145, -165, and -190 are available as tapered and non -tapered 1-joists. The remaining 1-joists are non -tapered. The web panels have the face grain oriented vertically, and the web - to -web connection is either butt jointed or serrated and glued to form a continuous web. The web -to -flange connection is a proprietary tongue -and -groove glued joint. Refer to Table 1 for Red-1 joist series and material descriptions. 3.2 Material Specifications: 3.2.1 Flanges: Flange material is RedLam'" laminated veneer lumber (LVL) that meets the requirements noted in the approved quality documentation that contains RedBuiltTM manufacturing standards. The assigned allowable tension stresses for RedLam'" LVL flanges are verified in accordance with the procedures set forth in the approved quality documentation. Table 1 of this report specifies flange material, widths and depths. Flange material and grades are as specified in the quality documentation that contains RedBuiltTM manufacturing standards. 3.2.2 Webs: Web material is OSB conforming to DOC Voluntary Product Standard PS2, Exposure 1, along with further requirements set forth in the quality documentation that contains RedBuiltTM manufacturing standards. Web material thickness requirements are noted in Table 1 of this report. 3.2.3 Adhesives: Adhesives are exterior wet -use types complying with ASTM D2559 and ASTM D7247, and are of the types specified in the quality documentation that contains RedBuiltTM manufacturing standards. 4.0 DESIGN AND INSTALLATION 4.1 General: The design and installation of Red-1 joists described in this report must comply with Sections 4.2 through 4.16. Additionally, design of Red -I joists is governed by the applicable code and corresponding editions of ANSI/AWC National Design Specification° for Wood Construction (NDS). 4.2 Design Values: Table 2 specifies reference design moments, reactions, vertical shear forces, and joist stiffness (0). Reference design reactions are based on minimum bearing lengths of ICGES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed �t as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as � A17A6 to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2022 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 16 ESR-2994 I Most Widely Accepted and Trusted Page 2 of 16 V/4 inches, 21/2 inches and 31/2 inches (45, 64 and 89 mm), for simple spans; and 31/2, 51/4 and 7 inches (89, 133 and 178 mm) at intermediate support points for continuous spans. Tapered joists and custom depth parallel flange joists are designed in accordance with the approved quality documentation and are provided by RedBuilt. When joists in Table 2 are used as multiple span members, and subject to uniform load only, the calculated shear force used for design at the intermediate support may be reduced by the percentage determined from the following formula and limited to the depths shown in Table 3: R = W=K<_18% where: K = V12 - 100. R = The percent reduction. V12 = The reference design shear for an 117/8-inch-deep (302 mm) non -tapered joist (pounds). W = The uniform load (plf). For the Red -I joists in Table 2, the reference design shear at the interior supports of multiple -span -member Red -I joists up to 12 inches (305 mm) deep, used in residential floor construction, is permitted to be increased by 10 percent. This increase in allowable design shear does not apply to the design shear at the ends of the joists. 4.3 Fasteners: For Red -I joists, reference lateral and withdrawal design loads for fasteners installed into the flanges are as prescribed in the applicable code for sawn lumber having a minimum specific gravity of 0.50, such as for Douglas fir -larch. For diaphragm applications, fasteners and allowable fastener spacings for Red -I joist diaphragm applications must be as specified in Sections 4.14 and 4.15 of this report. For nondiaphragm applications: 1. The spacing of fasteners installed into the face grain of Red Lam LVL flanges must be greater than or equal to the closest permitted on -center spacing prescribed by the code for fasteners installed in sawn lumber. 2. The spacing of fasteners installed into the edge grain of RedLam LVL flanges must be greater than or equal to 4 inches (152 mm) on center for 31/4-inch- long (83 mm) nail having diameters less than 0.148 inches (3.76 mm) or 8 inches (203 mm) on center for 0.162-inch-diameter (3.76 mm) by 31/2-inch-long (89 mm) nails. For the Red -I joists in Table 2, the allowable lateral load capacity of 0.148-inch-diameter (3.76 mm) by 11/2-inch-long (38 mm) nails used to connect minimum No. 18 gage [0.048 inch (1.2 mm) base -metal thickness] metal straps or tension -ties, described in a current ICC-ES evaluation report, to Red -I joist flanges, in conformance with Figure 5 of this report, is 112 pounds -force (498 N) per nail. The connections with the structural composite lumber flanges may be used for out -of -plane wall anchorage to flexible diaphragms in lieu of the minimum 21/2-inch (63.5 mm) wood element thickness as required by code. 4.4 Web Stiffeners: Web stiffener requirements for reactions and concentrated loads are noted in Table 2 and Figure 1. 4.5 Lateral Support: The top flange requires continuous lateral support throughout the entire length by direct -applied sheathing. Joists with flange widths less than 2.3 inches (58 mm) require lateral support of the flange every 18 inches (457 mm) on center. Red -I joists with flange widths equal to or greater than 2.3 inches (58 mm) require lateral support of the flange every 24 inches (610 mm) on center. Each connection assumed to provide lateral support, such as connections to sheathing, must be capable of transmitting a 75-pound-force (334 N) horizontal load. For cases in which the bottom flange is in compression, it must either be continuously laterally supported as described above, or laterally restrained in accordance with manufacturer's requirements, or as determined based on the engineering analysis by a registered design professional in accordance with NDS Section 7.3.5.3 or other engineering methods. For all 1-joist flanges, the Emin is 1.0 x 101 p s i (689.5 MPa). All Red -I joist ends require restraint to prevent rollover. Code -prescribed methods of lateral restraint specified for sawn lumber are acceptable. Bridging is not required for floor and roof Red -I joist applications. 4.6 Holes in Red -I Joist Web: Holes, designed in accordance with the equations of this section, are permitted in the webs of Red -I joists for all joists listed in Table 1, including for use in the fire -resistance -rated assemblies B, C, D, E and F described in Section 4.17 and Assembly G described in Section 4.18, with the exception of the Red -I 90HD Series, which has not been evaluated for holes. Round Hole: Design allowable shear at centerline of hole: D'—D Vhole — V r D' Square or Rectangular Hole Where Both H and L are Less than or Equal to D'-2d: Design allowable shear at centerline of hole: Vhole — V r [ D A D MAX(H or L) I C C0.008WH%)) MAX 0.67 or 0.72 + (WH% — 70) 100 Rectangular (Duct) Hole Where H = D'-2d, D':- 20 inches and L <- 1.5D': Design allowable shear at edge of hole of non -tapered (- joists, unless specified: Red-145L and 153: Vhoie = 364 - 11.6 L (Maximum L = 14 inches) Red-158 and 145: Vhoie = 409 - 11.6 L = 368 - 10.4 L (for tapered Red-145) (Maximum L = 18 inches) Red-165 and 190: ESR-2994 I Most Widely Accepted and Trusted Page 3 of 16 Vhoie = 479 — 11.6 L = 388 — 9.4 L (for tapered Red-165 and -190) (Maximum L = 24 inches) Red-190H and 190HS: Vhole = 696 — 11.6 L (Maximum L = 24 inches) where: d = Flange depth (in) D = Hole diameter (in) D' = Out to out joist depth (in) H = Maximum hole height (in) L = Maximum hole length (in) Vhoie = Allowable hole shear (lb) V = Adjusted design shear value, based on Vr from Table 2, adjusted in accordance with NDS Section 7.3 (lb) WH% = Percentage of hole height relative to web depth = [Max(H or L) / (D'-2d)] *100 Holes are not allowed in cantilever areas unless specifically designed by a qualified design professional. Where more than one hole is to be cut in the web, the clear distance between holes must be twice the length of the longest dimension of the largest adjacent hole. Analysis of the allowable hole size on tapered joists must consider distance from support and depth of joist at the desired hole location. 4.7 Duration of Load: Increases for duration of load, as provided for wood members and their connections, shall be in accordance with the limitations specified in the applicable code and as set forth in this report, unless specifically prohibited by this report. 4.8 In-service Moisture Conditions: Reference design values given in this evaluation report reflect dry service conditions, where the moisture content in service is less than 16 percent. Wet service use is outside the scope of this evaluation report. 4.9 Repetitive -member Use: The repetitive -member use factor applicable to the resistive moment capacities listed in Table 2 is limited to 1.0. 4.10 Member Spans: Red-1 joist spans must be determined in accordance with Part 3.2.1 of the NDS. Vertical shear calculations must include all loads within the span from face to face of supports. 4.11 Deflection: Deflection of simple span Red-1 joists with either uniform load or a concentrated load at midspan is determined using the formulas in the footnotes to Table 2. 4.12 Blocking Panels: Bearing walls perpendicular to and supported by Red -I joists at the end or intermediate supports, or both, require full - depth blocking. When used as blocking panels, Red -I joists noted in Table 2 have an allowable vertical uniform load transfer capacity of 2,100 plf (30 645 N/m) for joist depths up to and including 16 inches (406 mm), and 1,550 plf (22 620 N/m) for joist depths over 16 inches (406 mm) and up to 20 inches (508 mm). 4.13 Rim Joists: Red -I joists with 11/2-inch-thick (38 mm) flanges in Table 2 having depths of up to and including 16 inches (406 mm) may be used as rim joists and boundary members of horizontal wood structural diaphragms. The joists have an allowable uniform vertical load transfer capacity of 2,100 plf (30 645 N/m) and lateral in -plane shear capacity of 260 plf (3795 N/m). Red -I joists used as rim joists must be laterally supported at the top and continuously supported at the bottom, and the gravity loads must be uniformly applied along the top. Other loading and support conditions must be investigated by a design professional, and approved by the code official. 4.14 Red -I Joists as Prescriptive Diaphragm Framing Members: Red -I joists are permitted as framing members in prescriptive floor and roof diaphragm construction in accordance with IBC Section 2308 IRC Chapters 5 and 8. 4.15 Red -I Joists as Engineered Diaphragm Framing Members: Red -I joists may be used as framing members in diaphragms designed in accordance with the applicable code. The closest permitted sheathing nail spacing for 11/2-inch-thick (38 mm) flange in a single row is 3 inches (76 mm) on center for 0.148-inch-diameter (3.76 mm) by 31/2- inch-long (89 mm) nails or 2 inches (51 mm) on center for 0.131-inch-diameter (3.33 mm) by 21/2-inch-long (64 mm) nails. The closest permitted sheathing nail spacing for 13/8- inch-thickness (35 mm) flange in a single row is 4 inches (76 mm) on center for 0.131-inch-diameter (3.33 mm) by 21/2-inch-long (64 mm) and 0.148-inch-diameter (3.76 mm) by 31/2-inch-long (89 mm) nails. 4.16 Cantilevered Red-1 Joists: Red -I joists are permitted to be installed with cantilevered ends, provided the cantilevers have a maximum length equal to one-third of the adjacent span and support uniform loads only, unless designed by a design professional. 4.17 One -hour Fire -resistance -rated Roof -ceiling or Floor -ceiling Assemblies Using Joists Described in Table 1: Refer to Figure 2 for details. For assemblies A, B, C, D, E and F, used as floor -ceiling assemblies over unusable crawl spaces, it is permitted to omit the ceiling membrane. Additionally, flooring is permitted to be omitted where unusable attic space occurs above, provided the lateral support requirements of Section 4.5 are met. The assemblies must be constructed in accordance with one of the assembly descriptions given in Sections 4.17.1 through 4.17.6. 4.17.1 Assembly A: A double wood floor consisting of a subfloor of nominally 1-inch-thick (25.4 mm), tongue -and -groove sheathing or 32/16 span -rated sheathing (Exposure 1); and a second layer of nominally 1-inch-thick (25.4 mm), tongue -and - groove finish flooring. Alternatively, the finish flooring is permitted to be 40/20 span -rated sheathing (Exposure 1), or Type I, Grade 1, particleboard not less than 5/8 inch (15.9 mm) thick. All butt joints of the sheathing must be located over framing members. ESR-2994 I Most Widely Accepted and Trusted Page 6 of 16 4.17.6 Assembly F: The flooring must consist of a single layer of 48/24 span -rated, tongue -and -groove sheathing (Exposure 1). The flooring must be attached to the Red -I joist top flange with AFG-01 construction adhesive, and nailed using 8d common nails spaced a maximum of 6 inches (152 mm) on center along the boundary and edges and 12 inches (305 mm) on center in the field. 1. When use is as a roof -ceiling assembly, a single layer of square -edge, span -rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. All butt joints of the floor or roof sheathing must be located over framing members. 2. Red -I joists described in Table 1 must have nominally 2-by-4 or larger flanges, and must be installed in accordance with this report. When use is in a floor - ceiling assembly, the joist spacing must not exceed 24 inches (610 mm) on center. When use is in a roof - ceiling assembly, the Red -I joist spacing is permitted to exceed 24 inches (610 mm) on center. 3. The ceiling membrane must consist of one layer of 5/8-inch-thick (15.9 mm), USG FIRECODE Type C gypsum board or ProRoc Type C gypsum board, screw - attached to RC-1 resilient channels spaced 16 inches (406 mm) on center, placed perpendicular to the Red -I joists. The resilient channels must be attached with 15/8-inch-long (41.3 mm), Type S screws at each joist. Two channels must be provided at each gypsum board butt joint, and extend to the next joist beyond the longitudinal joints. The gypsum board must be fastened to the resilient channels with 1-inch-long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. 4. In roof -ceiling assemblies in which Red-1 joists are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient channels, must be attached to stripping spaced 24 inches (610 mm) on center. The attachment of the ceiling membrane to the stripping members is similar to the attachment of the ceiling membrane to the joists. For spans up to 5 feet (1524 mm), the stripping members must be minimum nominally 2-by-4, construction -grade Douglas fir lumber. The stripping must be attached to the bottom flanges of the joists using a minimum of two 0.128-inch-diameter (3.25 mm) by 3-inch-long (76 mm) box nails. Stripping materials of equivalent strength and attachment are permitted when specifically approved by the code official. 5. A layer of 11/2-inch-thick (38 mm), minimum 21/2 pcf (40 kg/m3), Thermafiber Sound Attenuation Fire Blankets, Fibrex-SAFB (Sound Attenuation Fire Batts), or IIG MinWool-1200 Sound Attenuation Fire Batts, must be placed between the bottom flanges of the joists on the top of the resilient channels. The insulation material must be friction -fitted into place and supported by the resilient channels. 4.18 Assembly G: Two-hour Fire -resistance -rated Roof -ceiling or Floor -ceiling Assembly Using Joists Described in Table 1: See Figure 3 for details. When used as a floor -ceiling assembly over unusable crawl spaces, the ceiling membrane is permitted to be omitted. Additionally, flooring is permitted to be omitted where unusable attic space occurs above the following system, provided the requirements of Section 4.5 are met. The assembly must be constructed as follows: 1. The floor sheathing must consist of a single layer of 48/24 span -rated, tongue -and -groove sheathing (Exposure 1). All butt joints of the floor or roof sheathing must be located over framing members. When Red-1 joists are used in a roof -ceiling assembly, a single layer of square -edge, span -rated sheathing (Exposure 1), complying with the code, is permitted to be used as roof sheathing. 2. Red-1 joists described in Table 1 must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center. Minimum Red-1 joist depth is 91/4 inches (235 mm). 3. (Optional) When insulation is used, it must consist of glass -fiber insulation with unfaced batts that are 24 inches (610 mm) wide by 48 inches (1219 mm) long by 31/2 inches (89 mm) thick. The insulation must be placed in the plenum and supported by stay wires spaced at 12 inches (305 mm) along the joist bottom flange. 4. The ceiling membrane must consist of three layers of 5/8-inch-thick (15.9 mm) Gold Bond Fire -Shield C (FSW- C) gypsum board. The base layer must be applied perpendicular to the joists, with end joints staggered, and must be attached directly to the bottom flange using 15/8-inch-long (41 mm), Type S screws spaced 12 inches (305 mm) on center along each joist. Resilient channels, a minimum of No. 28 gage [0.016-inch (0.41 mm)], must be applied under the first layer of gypsum board, perpendicular to the joists and spaced a maximum of 16 inches (406 mm) on center. The channels must be attached to the bottom flange of each joist, respectively, with 15/8-inch-long (41 mm), Type S screws. The middle layer of gypsum board must be installed perpendicular to the resilient channels, with end joints staggered, and attached to the resilient channels with 1-inch-long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center. The finish layer of gypsum board must be installed with edges and end joints staggered from the middle layer, and must be fastened to the resilient channels using 15/8-inch-long (41 mm), Type S screws spaced 8 inches (203 mm) on center. Joints of the finish layer of gypsum board must be covered with joint compound and paper tape, and exposed screw heads must be covered with joint compound. 4.19 Alternate Floor or Roof Systems: An alternate floor or roof deck to Assemblies A, B, C, D, E and F, described in Sections 4.18.1 through 4.18.6, and to the two-hour assembly described in Section 4.19, consists of minimum 48/24 span -rated sheathing (Exposure 1), over Red -I joists spaced a maximum of 24 inches (610 mm) on center, with either 11/2-inch-thick (38 mm) lightweight concrete or 3/4-inch-thick (19.1 mm) gypsum concrete over the sheathing. When the Red -I joists are limited to a maximum spacing of 20 inches (508 mm) on center, a minimum 40/20 span -rated sheathing is permitted to be used. The gypsum concrete must be described in a current ICC-ES evaluation report, and the report must include an evaluation for fire resistance that permits the replacement of the floor systems with the sheathing and gypsum concrete system. The 1-joists described in this report may also be used in the assemblies described in 2015 and 2012 IBC Table ESR-2994 I Most Widely Accepted and Trusted Page 7 of 16 721.1(3), and 2009 and 2006 IBC Table 720.1(3), for which wood I -joists are specified as the primary structural element, provided the I -joists used meet the criteria described in the table's "Floor or Roof Construction" column. For purposes of the minimum flange area requirement of 2.3 square inches (1480 mm2) in Item Number 23-1.1, a 11/2-inch-by- 11/2-inch (38 mm by 38 mm) flange having a cross -sectional area of 2.25 square inches (1450 mm2) may be considered sufficient. 4.20 Sound Ratings: 4.20.1 Assembly B, Option 1, STC = 50: Assembly B (described in Section 4.17.2 and shown in Figure 2) has a minimum sound transmission class (STC) rating of 50 when constructed with resilient channels spaced at 16 inches (406 mm) on center to separate the ceiling membrane from the structural framing. This assembly has the following minimum impact insulation class (IIC) ratings when constructed with the corresponding additional materials described below. 1. IIC rating of 60: The floor covering must include a 40-ounce-per-square-yard (1.36 kg/m2) pad and a 56-ounce-per-square-yard (1.90 kg/m2) carpet. 2. IIC rating of 51: The floor covering must consist of Tarkett Acoustiflor sheet vinyl; the ceiling must consist of two layers of 5/8-inch-thick (15.9 mm), Type X gypsum board; and the bottom of the floor cavity must contain 31/2-inch-thick (89 mm) glass -fiber insulation. 3. IIC rating of 45: The floor covering must include a 43.2-ounce-per-square-yard (1.47/kg/m2), minimum 0. 1 23-inch-thick (3.1 mm) cushioned vinyl. 4.20.2 Assembly B, Option 2, STC = 58: Assembly B (described in Section 4.17.2 and shown in Figure 2) has a minimum STC rating of 58 when constructed with resilient channels spaced at 16 inches (406 mm) on center to separate the ceiling membrane from the structural framing, and with a 3/4-inch-thick (19.1 mm) floor topping of gypsum concrete described in a current evaluation report. This assembly has the following IIC ratings when constructed with the additional materials described below. 1. IIC rating of 54: The floor covering must include a 40-ounce-per-square-yard (1.36 kg/m2) pad and a 56-ounce-per-square-yard (1.90 kg/m2) carpet. 2. IIC rating of 54: The floor covering must consist of Tarkett Acoustiflor sheet vinyl, the ceiling must consist of two layers of 5/8-inch-thick (15.9 mm), Type X gypsum board, and the bottom of the floor cavity must contain 31/2-inch-thick (89 mm) glass fiber insulation. 3. IIC rating of 50: The floor covering must be either Armstrong VIOS or Armstrong Cambray sheet vinyl, the ceiling must consist of two layers of 5/8-inch-thick (15.9 mm) Type X gypsum board, and the bottom of the floor cavity must contain 31/2-inch-thick (89 mm) glass fiber insulation. 4.20.3 Assembly D, Option 1, STC = 47, IIC = 54: Assembly D (described in Section 4.17.4 and shown in Figure 2) has an STC rating of 47. This assembly has an IIC rating of 54, when the floor covering includes a 40-ounce-per-square-yard (1.36 kg/m2) pad and a 56-ounce-per-square-yard (1.90 kg/m2) carpet. 4.20.4 Assembly D, Option 2, STC = 59, IIC = 54: Assembly D (described in Section 4.17.4 and shown in Figure 2) has an STC rating of 59 when the assembly is constructed with a 3/4-inch-thick (19.1 mm) topping of gypsum concrete described in a current evaluation report. This assembly has an IIC rating of 54, when the floor covering includes a 40-ounce-per-square-yard (1.36 kg/m2) pad and a 56-ounce-per-square-yard (1.90 kg/m2) carpet. 5.0 CONDITIONS OF USE The Red -I Prefabricated Wood I -joists described in this report comply with, or are suitable alternatives to joists and rafters specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Red -I joists are designed in accordance with this report. 5.2 Drawings and design details verifying compliance with this report are submitted to the code official for approval. 5.3 Reference design values for Red -I joists and their fasteners are permitted to be increased for duration of load in accordance with the applicable code. 5.4 Where one -hour or two-hour fire -resistance -rated construction is required, construction complies with this report. 5.5 No cutting or notching of Red -I joist flanges is permitted. 5.6 Sound rated assemblies noted in Sections 4.21.1 and 4.21.3 and Figure 2, with STC and or IIC ratings of less than 50, are only applicable in jurisdictions using the IRC. 5.7 Concentrated vertical load capacity for Red -I joists used as rim joists has not been evaluated. Where Red - I joists are used as rim joists, concentrated loads being transmitted through the rim joist assembly require squash blocking or other load transfer means or evaluation. 5.8 Red -I joists described in Table 1 are produced at the RedBuiltTM plant located in Stayton, Oregon; under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Prefabricated Wood I -joists (AC14), dated June 2019 (editorially revised February 2021). 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Rim Board Products (AC124), dated June 2019 (editorially revised February 2021). 6.3 Reports of fire tests conducted in accordance with ASTM El19. 6.4 Reports of sound transmission tests conducted in accordance with ASTM E90, ASTM E413 and ASTM E492. 7.0 IDENTIFICATION 7.1 Red -I prefabricated wood I -joists are identified by a stamp that includes the product designation, evaluation report number (ESR-2994), manufacturer's name (RedBuiltTM) or logo, plant number, production date, and the name or logo of the inspection agency (ICC-ES and PFS Corporation). 7.2 The report holder's contact information is the following REDBUILT LLC 200 EAST MALLARD DRIVE BOISE, IDAHO 83706 (866) 859-6757 www.redbuilt.com ESR-2994 I Most Widely Accepted and Trusted Page 8 of 16 TABLE 1-RED-1 JOIST DESCRIPTIONS RED-1 JOIST SERIES FLANGE SIZE, DEPTH x WIDTH (inches) FLANGE MATERIAL WEB THICKNESS (inches) RANGE OF JOIST DEPTHS (inches) Red-I451- 1.375 (minimum) x 1.75 LVL 3/8 91/2 - 14 Red-153 1.375 (minimum) x 2.1 LVL 3/8 91/4 - 16 Red-I58 1.375 (minimum) x 2.3 LVL 3/8 91/4 - 16 Red-I45 1.5 x 1.75 LVL 3/8 71/2 - 20 (8 - 20 taper) Red-165 1.5 (minimum) x 2.5 LVL 7/16 71/2 - 30 (7'/2 - 30 taper) Red-I90 1.5 (minimum) x 3.5 LVL 7/16 117/8 - 30 (91/2 - 30 taper) Red-1901-1 1.75 x 3.5 LVL 7/16 117/8 - 30 Red-190HD 2.125 x 3.5 LVL 1/2 117/8 - 32 Red-I90HS 2.5 x 3.5 LVL 1/2 117/8 - 32 For SI: 1 inch = 25.4 mm. TABLE 2-REFERENCE DESIGN VALUES FOR RED-1 JOISTS DESCRIBED IN TABLE 1 1,2,3 REFERENCE DESIGN VALUES Shear END REACTION, Rr, a (Ibs.) °, 5, 6 INTERMEDIATE REACTION, Rr,; (Ibs.) 4, 5, 6 13/4' 31/2" 11 Nails 31/2" 51/4' Nails " JOIST JOIST Vr El DEPTH WEIGHT Moment Ib (s. ) , 2 /2.. Lei Req'd 51/4 " (7) 7 " (7) Req'd (in.) If (8) (p) Mr (Ibs-ft.)(10) 6 (x10 K Bearing Length Bearing Length for Bearing Length Bearing Length for Non Tapered z Ibs-in.) Web Web Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners Tapered Stiff. Stiff. NO YES NO YES NO I YES NO I YES Red-I45 71/2 2.0 2,720 860 775 103 4.5 860 NA 860 NA NA 2,025 NA 2,025 NA NA 9'/2 2.2 3,620 1,590 1,430 185 4.5 1,015 NA 1,560 NA NA 2,025 NA 2,575 NA NA 117/8 2.5 4,685 1,785 1,605 319 4.5 1,015 1,225 1,560 1,785 3-8d 2,025 2,385 2,575 2,930 3-8d 14 2.8 5,570 1,960 1,765 474 4.5 1,015 1,225 1,560 1,915 3-8d 2,025 2,385 2,575 2,930 3-8d 16 3.0 6,390 2,120 1,910 653 4.5 1,015 1,225 1,560 1,915 3-8d 2,025 2,385 2,575 2,930 3-8d 18 3.2 7,200 2,285 2,055 865 4.5 1,015 1,225 1,560 1,915 3-8d 2,025 2,385 2,575 2,930 3-8d 20 3.5 8,000 2,450 2,205 1,113 4.5 NA 1,225 NA 1,915 3-8d NA 2,385 NA 2,930 3-8d Red-165 71/2 2.7 3,920 1,330 1,195 146 5.3 1,165 NA 1,165 NA NA 2,120 NA 2,120 NA NA 91/2 3.3 5,215 1,740 1,530 263 5.3 1,375 NA 1,740 NA NA 2,745 NA 3,365 NA NA 117/8 3.6 6,750 2,255 1,930 450 5.3 1,375 1,745 1,885 2,255 3-8d 2,745 3,120 3,365 3,735 3-8d 14 3.9 8,030 2,540 2,130 666 5.3 1,375 1,750 1,885 2,505 5-8d 2,745 3,365 3,365 3,985 5-8d 16 4.2 9,210 2,810 2,325 913 5.3 1,375 1,750 1,885 2,625 6-8d 2,745 3,490 3,365 4,105 6-8d 18 4.4 10,380 3,080 2,515 1,205 5.3 1,375 1,750 1,885 2,750 7-8d 2,745 3,615 3,365 4,230 7-8d 20 4.7 11,540 3,345 2,710 1,545 5.3 NA 1,750 NA 2,875 8-8d NA 3,740 NA 4,355 8-8d 22 5.0 12,690 3,615 2,900 1,934 5.3 NA 1,750 NA 3,000 9-8d NA 3,860 NA 4,480 9-8d 24 5.3 13,830 3,200 2,880 2,374 5.3 NA 1,750 NA 3,125 10-8d NA 3,875 NA 4,605 10-8d 26 5.5 14,960 3,200 2,880 2,868 5.3 NA 1,750 NA 3,200 11-8d NA 4,725(7) NA 5,345(7) 11-8d 28 5.8 16,085 3,200 2,880 3,417 5.3 NA 1,750 NA 3,200 12-8d NA 4,850(7) NA 5,470(7) 12-8d 30 6.1 17,205 3,200 2,880 4,025 5.3 NA 1,750 NA 3,200 13-8d NA 4,975(7) NA 5,590(7) 13-8d Red-190 91/2 4.3 7,415 1,740 1,530 365 5.3 1,400 NA 1,740 NA NA 3,350 NA 3,965 NA NA 117/8 4.6 9,605 2,255 1,930 621 5.3 1,400 1,715 1,885 2,200 2-16d 3,350 3,665 3,965 4,285 2-16d 14 4.9 11,430 2,540 2,130 913 5.3 1,400 1,875 1,885 2,355 3-16d 3,350 3,825 3,965 4,440 3-16d 16 5.2 13,115 2,810 2,325 1,246 5.3 1,400 2,030 1,885 2,515 4-16d 3,350 3,980 3,965 4,600 4-16d 18 5.4 14,785 3,080 2,515 1,635 5.3 1,400 2,030 1,885 2,515 4-16d 3,350 3,980 3,965 4,600 4-16d 20 5.7 16,435 3,345 2,710 2,085 5.3 NA 2,190 NA 2,675 5-16d NA 4,140 NA 4,755 5-16d 22 6.0 18,075 3,615 2,900 2,597 5.3 NA 2,345 NA 2,830 6-16d NA 5,090 NA 5,705 11-16d 24 6.3 19,700 3,400 3,060 3,172 5.3 NA 2,345 NA 2,830 6-16d NA 5,405 NA 6,020 13-16d 26 6.5 21,315 3,400 3,060 3,814 5.3 NA 2,450 NA 2,990 7-16d NA 6,1800 NA 6,7950 14-16d 28 6.8 22,915 3,400 3,060 4,525 5.3 NA 2,450 NA 3,145 8-16d NA 6,335(7) NA 6,800(7) 15-16d 30 7.1 24,510 3,400 3,060 5,306 5.3 NA 2,450 NA 3,145 8-16d NA 6,655(7) NA 6,800(7) 17-16d For SI: 1 inch = 25.4 mm, 1 Ibs =4.45 N, 1 plf = 14.59 N/m, 1 lb-ft. = 1.356 N-m, 1 lb.-in.2 = 2.87 kN-mm.2 (See footnotes at the end of Table 2A) ESR-2994 I Most Widely Accepted and Trusted Page 9 of 16 TABLE 2-REFERENCE DESIGN VALUES FOR RED-1 JOISTS DESCRIBED IN TABLE 1 1, 2, 3 (Continued) REFERENCE DESIGN VALUES Shear END REACTION, Rr, a (Ibs.) 4, 5, 6 INTERMEDIATE REACTION, Rr, ; (Ibs.) 4, s, 6 13/4' 3'/2' Nails 11 31/2" 51/4' Nails 11 JOIST JOIST Vr DEPTH WEIGHT Moment (Ibs.) El e , (9) 2 12�� Req'd (7) 5 l4 � 7� , (7) Req'd (in.) (plf)(8) Mr (Ibs-ft.)(10) (x10 lbs.-in.2) K Bearing Length Bearing Length for Bearing Length Bearing Length for Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners Non -Tapered Web Web Stiff. NO YES NO Yes NO YES NO YES Red-I90H 117/8 4.6 10,960 2,300 687 5.3 1,400 1,715 1,885 2,200 2-16d 3,495 3,810 4,100 4,420 2-16d 14 4.9 13,090 2,600 1,015 5.3 1,400 1,875 1,885 2,355 3-16d 3,495 3,970 4,100 4,575 3-16d 16 5.2 15,065 2,880 1,389 5.3 1,400 2,030 1,885 2,515 4-16d 3,495 4,130 4,100 4,735 4-16d 18 5.4 17,010 3,160 1,827 5.3 1,400 2,030 1,885 2,515 4-16d 3,495 4,130 4,100 4,735 4-16d 20 5.7 18,945 3,445 2,331 5.3 NA 2,190 NA 2,675 5-16d NA 4,285 NA 4,890 5-16d 22 6.0 20,855 3,725 2,904 5.3 NA 2,345 NA 2,830 6-16d NA 5,235 NA 5,840 11-16d 24 6.3 22,755 3,800 3,549 5.3 NA 2,345 NA 2,830 6-16d NA 5,425 NA 6,155 13-16d 26 6.5 24,645 3,800 4,266 5.3 NA 2,450 NA 2,990 7-16d NA 6,315(7) NA 6,9200 14-16d 28 6.8 26,520 3,800 5,059 5.3 NA 2,450 NA 3,145 8-16d NA 6,470(7) NA 7,080(') 15-16d 30 7.1 28,380 3,800 5,930 5.3 NA 2,450 NA 3,145 8-16d NA 6,790(7) NA 7,3950 17-16d Red-I90HD 117/8 5.4 14,075 2,320 826 6.0 1,835(9) 2,320(9) 2,150 2,320 4-16d 3,995 4,650 4,690 5,345 4-16d 14 5.7 16,920 2,565 1,232 6.0 1,835(9) 2,565(9) 2,150 2,565 6-16d 3,995 4,980 4,690 5,670 6-16d 16 6.0 19,550 2,790 1,695 6.0 1,835(9) 2,790(9) 2,150 2,790 6-16d 3,995 4,980 4,690 5,670 6-16d 18 6.3 22,150 3,020 2,239 6.0 1,835(9) 3,020(9) 2,150 3,020 8-16d 3,995 5,310 4,690 6,000 8-16d 20 6.7 24,725 3,250 2,866 6.0 NA 3,250(9) NA 3,250 10-16d NA 5,425 NA 6,330 10-16d 22 7.0 27,280 3,480 3,579 6.0 NA 3,475(9) NA 3,480 10-16d NA 5,425 NA 6,330 10-16d 24 7.3 29,815 3,710 4,380 6.0 NA 3,500(9) NA 3,710 12-16d NA 5,425 NA 6,655 12-16d 26 7.6 32,330 3,940 5,272 6.0 NA 3,500(9) NA 3,940 14-16d NA 6,985(7) NA 7,6750 14-16d 28 7.9 34,830 4,165 6,258 6.0 NA 3,500(9) NA 4,165 14-16d NA 6,985(7) NA 7,675(') 14-16d 30 8.2 37,310 4,375 7,339 6.0 NA 3,500(9) NA 4,375 16-16d NA 7,310(7) NA 8,0050 16-16d 32 8.5 39,785 4,375 8,519 6.0 NA 3,500(9) NA 4,375 18-16d NA 7,6400 NA 8,3350 18-16d Red-190HS 117/8 6.0 16,050 2,320 900 6.0 1,835(9) 2,320(9) 2,150 2,320 4-16d 3,995 4,650 4,690 5,345 4-16d 14 6.3 19,425 2,565 1,355 6.0 1,835(9) 2,565(9) 2,150 2,565 6-16d 3,995 4,980 4,690 5,670 6-16d 16 6.6 22,550 2,790 1,876 6.0 1,835(9) 2,790(9) 2,150 2,790 6-16d 3,995 4,980 4,690 5,670 6-16d 18 7.0 25,640 3,020 2,488 6.0 1,835(9) 3,020(9) 2,150 3,020 8-16d 3,995 5,310 4,690 6,000 8-16d 20 7.3 28,695 3,250 3,195 6.0 NA 3,250(9) NA 3,250 10-16d NA 5,425 NA 6,330 10-16d 22 7.6 31,725 3,480 3,998 6.0 NA 3,475(9) NA 3,480 10-16d NA 5,425 NA 6,330 10-16d 24 7.9 34,730 3,710 4,901 6.0 NA 3,500(9) NA 3,710 12-16d NA 5,425 NA 6,655 12-16d 26 8.2 37,715 3,940 5,905 6.0 NA 3,500(9) NA 3,940 14-16d NA 6,985(7) NA 7,6750 14-16d 28 8.5 40,680 4,165 7,014 6.0 NA 3,500(9) NA 4,165 14-16d NA 6,985(7) NA 7,6750 14-16d 30 8.8 43,630 4,375 8,230 6.0 NA 3,500(9) NA 4,375 16-16d NA 7,310(7) NA 8,0050 16-16d 32 9.1 46,560 4,375 9,555 6.0 NA 3,500(9) NA 4,375 18-16d NA 7,640(7) NA 8,335(7) 18-16d For SI: 1 inch = 25.4 mm, 1 Ibs = 4.45 N, 1 plf = 14.59 N/m, 1 lb-ft. = 1.356 N-m, 1 lb.-in.2 = 2.87 kN-mm.2 (See footnotes at the end of Table 2A) ESR-2994 I Most Widely Accepted and Trusted Page 10 of 16 TABLE 2-REFERENCE DESIGN VALUES FOR RED-1 JOISTS DESCRIBED IN TABLE 11,2,3 (Continued) REFERENCE DESIGN VALUES Shear END REACTION, Rr, a (lbs.) 4, 5, a INTERMEDIATE REACTION, Rr, ; (Ibs.) 4, 5, 5 13/4" 31/2" Nails " 3'/2" 51/4' Nails " JOIST JOIST Vr DEPTH WEIGHT Moment (lbs.) El 5 , (9) 2 /2 � R'd eq (7) 5 /4 � 7.. (�) Req'd (in.) (plf)(8) Mr (Ibs-ft.)(10) (x10 lbs.-in .2) K Bearing Length Bearing Length for Bearing Length Bearing Length for Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners Non -Tapered St ff. Web Stiff. NO YES NO YES NO YES NO YES Red-I45L -'/2 2.2 2,525 1,420 162 4.5 950 NA 1,220 NA NA 1,895 NA 2,300 NA NA 12.5 :14 3,175 1,700 279 4.5 950 1305 1,270 1,625 3-8d 1,945 2,300 2,400 2,755 3-8d 2.8 3,740 1,955 415 4.5 950 1305 1,340 1,695 3-8d 1,985 2,340 2,490 2,845 3-8d Red-153 91/4 2.5 2,970 1,570 180 4.5 1,085 NA 1,465 NA NA 2,180 NA 2,530 NA NA 91/2 2.5 3,055 1,590 192 4.5 1,090 NA 1,465 NA NA 2,185 NA 2,555 NA NA 111/4 2.7 3,640 1,735 289 4.5 1,135 1,490 1,465 1,735 3-8d 2,215 2,570 2,740 3,095 3-8d 117/8 2.8 3,845 1,785 329 4.5 1,150 1,505 1,465 1,785 3-8d 2,225 2,580 2,805 3,160 3-8d 14 3.1 4,535 1,955 488 4.5 1,150 1,505 1,465 1,820 3-8d 2,225 2,580 2,805 3,160 3-8d 16 3.3 5,170 2,120 670 4.5 1150 1,505 1,465 1,820 3-8d 2,225 2,580 2,805 3,160 3-8d Red-158 91/4 2.7 4,795 1,570 231 4.5 1,085 NA 1,465 NA NA 2,270 NA 2,730 NA NA 9'/2 2.7 4,945 1,590 246 4.5 1,090 NA 1,465 NA NA 2,305 NA 2,760 NA NA 111/4 2.9 5,910 1,735 369 4.5 1,135 1,490 1,465 1,735 3-8d 2,400 2,755 2,805 3,160 3-8d 117/8 3.0 6,255 1,785 419 4.5 1,150 1,505 1,465 1,785 3-8d 2,400 2,755 2,805 3,160 3-8d 14 3.2 7,405 1,955 617 4.5 1,150 1,505 1,465 1,820 3-8d 2,400 2,755 2,805 3,160 3-8d 16 3.5 8,470 2,120 843 4.5 1,150 1,505 1,465 1,820 3-8d 2,400 2,755 2,805 3,160 3-8d For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 plf = 14.59 N/m, 1 lb-ft. = 1.356 N-m, 1 lb. -in .2 = 2.87 kN-mm.2 'Refer to Figure 1 for web stiffener details. 2Deflection is calculated as follows: Uniform load: A = 22.5WL4 El 12WL2 Kdx105 Concentrated load at midspan : A = 36PL3 + 24PL El Kdx105 Where: P = Concentrated load, pounds. d = Out -to -out depth of joist, inches. L = Clear span in feet W = Uniform load in pounds per lineal foot. El = From Table 2 K = From Table 2 3The stated reference design values are for loads of normal duration. Adjustments to the reference design values must be in accordance with the applicable code, with the exception noted in footnote 10 below. 'Interpolation between bearing lengths and joist depths is permitted for reference design reactions. 5The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. 6Required bearing lengths have been determined based on RedBuiltTm Red -I Joist products. Allowable bearing stresses on supporting members must be checked. 'Reference design reactions require 51/4-inch and 7-inch bearing lengths at intermediate supports. 8Joist weights shown are calculated on a rational basis and are suitable for dead load calculation. Contact the producing plant for shipping weight information if needed. 'Appplicable to Red-190HD and Red-190HS joists only. Tabulated values are reference design bearingreactions for a 2'/ -inch bearing length at end supports. 13/4-inch end bearing lengths are also permitted with the following reference design reactions: for joists without web stiffeners, use 1,60U lbs. for depths up to and including 18 inches; for joists with web stiffeners, use 2,255 lbs. for 117/8-inch depth and 2,450 lbs. for all other depths. 10The reference design moment values listed in Table 2 may not be increased by any code allowed repetitive -member use factor. "Fasteners are 8d Box nails (0. 1 13-inch-diameter by 2'/4increase and 16d Box nails (�0.135-inch-diameter by 31/2-inch-Ionsg). If 0. 131 -inch-diameter by 31/4- inch -long nails are used in place of 16d nails as noted, astener quantity by from the quantity shown in the tabT6. Other fastener schedules are allowed, provided the equivalency is demonstrated using NDS yield model calculations for nails and splitting of the web stiffener does not occur. Fasteners may be smooth or deformed -shank nails. TABLE 3-PROPERTIES FOR USE WITH JOIST IN TABLE 2 PER SECTION 4.2 RED-1 JOIST SERIES RED-1 JOIST DEPTH V12 (Ib) K Red-I45L < 14 1,700 17.00 Red-I53, Red-I58, Red-I45 <20 1,785 17.85 Red-I65, Red-I90 <_ 24 2,255 22.55 Red-I90H <_ 24 2,300 23.00 Red-I901-ID, Red-I90HS <_ 24 2,320 23.20 For SI: 1 inch = 25.4 mm, 1 lb. = 4.45 N. ESR-2994 I Most Widely Accepted and Trusted Page 12 of 16 10'' ri�N�rtiUri dent channels directly applied to joists or trusses @ 16 inches o.c. supporting both layers of gypsum board necessary to achieve sound ratings' --------.._ ASSEMBLY A (See Section 4.17.1) 1. Double Wood Floor. 2. Red -I Joist with minimum 1 '12 inch flange depth. 3. Fixture protection. 4. 24-inch x 48-inch recessed light fixture. 5. Cold -rolled channels. 6. 12-inch air diffuser. 7. Thermafiber, Fibrex-FBX, Fibrex-IF or IIG MinWool mineral wool blankets. 8. 5/p-inch thick acoustical panels 24 inches x 24 inches or 24 inches x 48 inches supported by an approved exposed fire -rated suspension system. ASSEMBLY B (See Section 4.17.2) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1), nailed and glued to the Red -I joists with construction adhesive conforming to ASTM D3498. 2. Two layers of/2-inch-thick Gold Bond Fire -Shield C (FSW-C), or two layers of 9/8-inch-thick Type X gypsum board. 3. Red -I Joist. 4. Optional minimum 31/2-inch-thick glass fiber insulation or glass fiber insulation rated R-30 or less, with resilient channels (not shown). Sound Test Data' W/O Gypsum Concrete STC = 50 Pad & Carpet IIC = 60 Tarkett Acoustiflor IIC = 51 (1) Cushioned vinyl IIC = 45 (2) WlGypsum Concrete STC = 58 Pad & Carpet IIC = 54 Tarkett Acoustiflor IIC = 54 (1) Armstrong Vios/Armstrong Cambray sheet vinyl IIC = 50 (1) (1) Requires two layers of/B-inch thick Type X gypsum board with minimum 3'/2-inch-thick glass fiber insulation or glass fiber insulation rated R-30 or less. (2) Applicable only in jurisdictions using the IRC. ASSEMBLY C (See Section 4.17.3) 48/24 tongue -and -groove span rated sheathing (Exposure 1), nailed and glued to the Red -I joists with construction adhesive conforming to ASTM D3498. Red -I Joist. '/a -inch thick x 24-inch x 48-inch ceiling panels. Fixture protection. '/a -inch -thick Gold Bond Fire -Shield C (FSW-C), or 5/8-inch-thick Type X gypsum board. 24-inch x 48-inch recessed light fixture. 6-inch x 12-inch opening for return air. 12-inch diameter diffuser opening. Steel suspension grid. F`x CI• 1 inrh = 9S d mm FIGURE 2—ONE-HOUR FIRE -RESISTIVE ASSEMBLY DETAILS ESR-2994 I Most Widely Accepted and Trusted Page 13 of 16 Sound Test Data: W/Gypsum Concrete STC = 59 Pad & Carpet IIC = 54 Without Gypsum Concrete STC = 47 1 Pad & Carpet IIC = 54 (1) Applicable only in jurisdictions using the IRC, BNBC or SBC. TYPICAL DETAIL FOR BUTT JOINTS PERPENDICULAR TO FRAMING MEMBERS ASSEMBLY D (See Section 4.17.4) 1. 48/24 tongue -and -groove span -rated sheathing (Exposure 1). 2. Red -I Joist with minimum 1.375-inch flange depth. 3. No. 26 gauge galvanized steel furring channel installed perpendicular to joists. Furring channels spaced 11/2 inches from and on each side of wallboard end joints and 24 inches on center away from end joints. Channel secured to joists with support clips (Item 4) at each joist location. At channel splices, adjacent pieces overlapped 6 inches and tied with double strand of No. 18 SWG galvanized steel wire at each end of overlap. 4. Simpson Strong -Tie Co. Type CSC support clips to be used to support furring channels at the intersection with each joist. Support clips nailed to side of joist bottom flange with 11/2-inch long No. 11 gauge nail. 5. Stabilizer strap (not shown)-3/4-inch x 6-inch No. 24 gauge galvanized steel strap used to prevent rotation of the support clips at wallboard end joints and along walls. 6. 1 inch thick, 6 pcf minimum, Thermafiber, Fibrex-FBX, Fibrex-IF or IIG MinWool mineral wool blankets. 7. 1/2-inch thick USG Type C FIRECODE or ProRoc Type C gypsum board. ASSEMBLY E (See Section 4.17.5) 1. Double wood floor or a single layer of 48/24 span -rated tongue -and -groove sheathing (Exposure 1). Where a single layer is used, sheathing must be nailed and glued to the Red -I joists with construction adhesive conforming to ASTM D3498. 2. Red -I Joist. 3. An approved ceiling system that will provide a 40-minute finish rating. An example of a ceiling with a 40-minute finish rating is described in Section 4.17.2. ASSEMBLY F (See Section 4.17.6) 48/24 tongue -and -groove span rated sheathing (Exposure 1). 5/8-inch thick USG Type C FIRECODE or ProRoc Type C gypsum board. Red -I Joist (with flange sizes 2x4 nominal or larger). USG RC-1 channel at 16 inches on center. Thermafiber, Fibrex-FBX, Fibrex-SAFB or IIG MinWool SAFB mineral wool batts. For SI: 1 inch = 25.4 mm. FIGURE 2—ONE-HOUR FIRE -RESISTIVE ASSEMBLY DETAILS (Continued) ESR-2994 I Most Widely Accepted and Trusted Page 14 of 16 ASSEMBLY G (See Section 4.18) 1. 48/24 tongue -and -groove span rated sheathing (Exposure 1). 2. Red -I joists, 24 inches -on -center maximum. 3. Optional glass fiber insulation, unfaced batts, 31/2 inches thick in plenum, supported by stay wires 12 inches on center and centered on joist bottom flanges. 4. Three layers of 5/8-inch-thick Gold Bond Fire -Shield C (FSW-C) gypsum board. s 5. Resilient channels at 16 inches on center located between first and second layers of gypsum board. For SI: 1 inch = 25.4 mm. Typical resilient channel and gypsum board attachment. FIGURE 3—TWO-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING OR ROOF -CEILING ASSEMBLY Alternate Floor or Roof Systems: Lightweight concrete or gypsum concrete may be added to Assemblies A, B, C, D, E, F, and G in accordance with Section 4.19. %4 X MINEF FAST E AT E< FIGURE 4—LIGHT FIXTURE PROTECTION (See Section 4.17.1, Item 5 for detailed description of mineral wool batts.) For SI: 1 inch = 25.4 mm. X 2%4" X 4B" IERAL WOOL BATT CN SIDE OF FIXTURE ICC-ES Evaluation Report ESR-2994 LABC and LARC Supplement Reissued August 2021 Revised June 2022 This report is subject to renewal August 2023. www.1cc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 33—Wood I -joists REPORT HOLDER: REDBUILT LLC EVALUATION SUBJECT: RED-ITM PREFABRICATED WOOD I -JOISTS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that RedBuilt LLC RED -I prefabricated wood 1-joists, described in ICC-ES evaluation report ESR-2994, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety (LADBS). Applicable code editions: ■ 2020 City of Los Angeles Building Code (LABC) ■ 2020 City of Los Angeles Residential Code (LARC) 2.0 CONCLUSIONS The RedBuilt LLC RED-1 prefabricated wood I -joists, described in Sections 2.0 through 7.0 of the evaluation report ESR-2994, comply with the LABC Chapter 23, and the LARC, and are subjected to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The RedBuilt LLC RED -I prefabricated wood 1-joists, described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the evaluation report ESR-2994. • The design, installation, conditions of use and identification are in accordance with the 2018 International Building Codee (IBC) provisions noted in the evaluation report ESR-2994. • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. • Flanges must not be subjected to dynamic outward forces which may tend to separate the flanges from the web. Bottom flanges must not support a static load exceeding 250 pounds on each side of flange at 5 feet on center or 100 pounds per linear foot. • IIC rating in item 3 to assembly B in section 4.20.1 is not recognized under this evaluation report supplement. • Assembly D in Section 4.20.3 of the evaluation report ESR-2994 is not recognized under this evaluation report supplement. • Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted. This supplement expires concurrently with the evaluation report ESR-2994, reissued August 2021 and revised June 2022. ICGES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed AAAB as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as .3 to any finding or other matter in this report, or as to any product covered by the report. �. Copyright © 2022 ICC Evaluation Service, LLC. All rights reserved. Page 16 of 16