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BRES2021-0036Permit Details City of La Quinta Description: HAFIF / 1,6095F DWELLING/VB/RES-3/CLASS A-FR/13D Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE Status: FINALED (WEB) FAMILY DETACHED Applied: 2/2/2021 ECON Approved: 5/7/2021 JFU Issued: 11/29/2021 AHI Finaled: 5/25/2023 JAN Expired: Parcel No: 774115005 Site Address: 53620 AVENIDA OBREGON LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA AT VALE LA QUINTA Block: 188 Lot: 5 UNIT 19 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $109,666.70 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: HAFIF / 1,6095F SINGLE FAMILY DWELLING - [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE PV SYSTEM, POOL, SPA, BLOCK WALLS, DRIVEWAY APPROACH OR OTHER SIMILAR EXTERIOR STRUCTURES. 2019 CALIFORNIA BUILDING CODES. i Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL SITES ■;•L• • AIL CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 2/2/2021 2/2/2021 EMAIL REQUESTING ENERGY E-MAIL AARON HICKSON 11/23/2021 11/23/2021 AWAITING SUBLIST FOR APPROVAL. EMAILED CONTRACTOR ETRAKIT INSTRUCTIONS E-MAIL JAKE FUSON 3/3/2021 3/3/2021 NOTIFIED APPLICANT OF 1ST REVIEW COMMENTS, SENT CORRECTION LIST VIA EMAIL. E-MAIL JAKE FUSON 4/28/2021 4/28/2021 NOTIFIED STEVE NIETO OF 2ND REVIEW COMMENTS VIA EMAIL. E-MAIL JAKE FUSON 5/7/2021 5/7/2021 NOTIFIED APPLICANT THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE PENDING THE RESOLUTION OF ALL CONDITIONS. NOTE AJ ORTEGA 1/24/2023 1/24/2023 ELECTRICAL SERVICE WAS INCORRECTLY APPROVED AS OVERHEAD, PERMIT STATUS CHANGED TO ON HOLD, WORK WILL NEED TO BE CORRECTED PRIOR TO PROCEEDING. Printed: Monday, July 24, 2023 5:17:34 PM 1 of 23 CRWSYSTEMS Permit Details City of La Quinta PLAN CHECK/PERMIT EXTENSION AJ ORTEGA 11/18/2021 11/18/2021 APPLICATION FOR PERMIT EXTENSION GRANTED FOR 30-DAY UNTIL DECEMBER 18, 2021 TO OBTAIN PERMIT, ANY FURTHER EXTENSION REQUEST WILL REQUIRE FEE PAYMENT FOR PROCESSING. RESUBMITTAL AJ ORTEGA 4/2/2021 4/2/2021 ATTACHMENTS VERIFIED, RENAMED AND SENT FOR REVIEW. TELEPHONE CALL AARON HICKSON 11/22/2021 11/22/2021 CONTRACTOR ADDED NEEDS LICENSES IN GOOD STANDING BEFORE APPROVAL FOR ISSUANCE. CONDITIONS CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST JAKE FUSON 5/7/2021 11/24/2021 11/24/2021 COMPLETE NEED CONTRACTOR LICENSES IN GOOD STANDING AND SUBCONTRACTOR LIST. CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT SOUTH WEST CONCEPTS, INC. 78115 CALLE ESTADO, SUITE 106 LA QUINTA CA 92253 (760)469-7057 steve@swconcepts.co m CONTRACTOR KEVIN FARMER CONSTRUCTION 53460 AVENIDA MADERO LA QUINTA CA 92253 (760)469-7057 TWOXBACK@AOL.COM OWNER HAFIF, RUSTON FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY 2.5 CREDIT CARD PROCESSING FEE 101-0000-43505 0 $2.18 $2.18 5/22/23 R75964 08948p CREDIT CARD KEVIN FARMER CONSTRUCTION AHI Total Paid for 2.5 CREDIT CARD PROCESSING FEE: $2.18 $2.18 RE -INSPECTION FEE 101-0000-42400 0 $87.53 $87.53 5/22/23 R75964 08948p CREDIT CARD KEVIN FARMER CONSTRUCTION AHI Total Paid for ADMINISTRATIVE: $87.53 $87.53 Printed: Monday, July 24, 2023 5:17:34 PM 2 of 23 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BRES2021-0036 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD ■ ■ PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $5.00 $5.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for BUILDING STANDARDS ADMINISTRATION $5.00 $5.00 BSA: DIF - CIVIC CENTER 252-0000-43200 0 $1,230.00 $1,230.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI DIF COMMUNITY CULTURAL 254-0000-43200 0 $956.00 $956.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI DIF - FIRE PROTECTION 257-0000-43200 0 $369.00 $369.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI DIF - LIBRARY 253-0000-43200 0 $397.00 $397.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI DIF MAINTENANCE FACILITIES 259-0000-43200 0 $313.00 $313.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI DIF PARK IMPROVEMENTS 251-0000-43200 0 $2,106.00 $2,106.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI DIF - TRANSPORTATION 250-0000-43200 0 $4,009.00 $4,009.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for DIF - SINGLE FAMILY DWELLING 2020: $9,380.00 $9,380.00 RESIDENTIAL, EA ADDITIONAL 1,000SF 101-0000-42403 0 $27.38 $27.38 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI RESIDENTIAL, EA ADDITIONAL 1,000SF PC 101-0000-42600 0 $11.28 $11.28 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $161.00 $161.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI RESIDENTIAL, FIRST 1,000SF PC 101-0000-42600 0 $53.13 $53.13 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for ELECTRICAL - NEW CONSTRUCTION 2019: $252.79 $252.79 TEMP POWER SERVICE 101-0000-42403 0 $26.83 $26.83 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI TEMP POWER SERVICE PC 101-0000-42600 0 $18.78 $18.78 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for ELECTRICAL 2019: $45.61 $45.61 Printed: Monday, July 24, 2023 5:17:34 PM 3 of 23 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quinta BRES2021-0036 4A DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID CLTD BY FIRE NEW RESIDENITIAL PC 101-0000-42420 0 $242.00 $242.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI FIRE NEW RESIDENTIAL 101-0000-42421 0 $161.00 $161.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for FIRE FEES: $403.00 $403.00 RESIDENTIAL CUSTOM HOME <=7KSF 101-0000-42408 0 $40.25 $40.25 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI RESIDENTIAL CUSTOM HOME <=7KSF PC 101-0000-42600 0 $40.25 $40.25 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for GRADING 2019: $80.50 $80.50 CONDENSER/COMPRES SOR 101-0000-42402 0 $40.25 $40.25 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI CONDENSER/COMPRES SOR PC 101-0000-42600 0 $26.83 $26.83 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI EXHAUST HOOD 101-0000-42402 0 $13.42 $13.42 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI EXHAUST HOOD PC 101-0000-42600 0 $5.37 $5.37 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI FURNACE 101-0000-42402 0 $40.25 $40.25 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI FURNACE PC 101-0000-42600 0 $26.83 $26.83 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI VENT FAN 101-0000-42402 0 $67.10 $67.10 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI VENT FAN PC 101-0000-42600 0 $26.85 $26.85 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for MECHANICAL 2019: $246.90 $246.90 MULTI -SPECIES RESIDENTIAL 8.1-14 UNITS - 2020 UPDATE 101-0000-20310 0 $571.00 $571.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI MULTI -SPECIES RESIDENTIAL 8.1-14 UNITS - 2021 UPDATE 101-0000-20310 0 $12.00 $12.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for MULTI -SPECIES RESIDENTIAL: $583.00 $583.00 Printed: Monday, July 24, 2023 5:17:34 PM 4 of 23 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BRES2021-0036 4A DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID CLTD BY NEW CONSTRUCTION PERMIT 2019 101-0000-42400 0 $1,267.30 $1,267.30 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for NEW CONSTRUCTION PERMIT 2019: $1,267.30 $1,267.30 NEW CONSTRUCTION PLAN CHECK 2019 101-0000-42600 0 $1,099.40 $1,099.40 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for NEW CONSTRUCTION PLAN CHECK 2019: $1,099.40 $1,099.40 BUILDING SEWER 101-0000-42401 0 $26.83 $26.83 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI BUILDING SEWER PC 101-0000-42600 0 $18.78 $18.78 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI FIXTURE/TRAP 101-0000-42401 0 $147.62 $147.62 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI FIXTURE/TRAP PC 101-0000-42600 0 $147.62 $147.62 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $40.25 $40.25 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $26.83 $26.83 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI ROOF DRAIN 101-0000-42401 0 $26.84 $26.84 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI ROOF DRAIN PC 101-0000-42600 0 $26.84 $26.84 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI WATER HEATER/VENT 101-0000-42401 0 $13.42 $13.42 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI WATER HEATER/VENT PC 101-0000-42600 0 $8.05 $8.05 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $13.42 $13.42 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $13.42 $13.42 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for PLUMBING 2019: $509.92 $509.92 Printed: Monday, July 24, 2023 5:17:34 PM 5 of 23 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quinta BRES2021-0036 4A DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID CLTD BY RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 $21.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 SMI - RESIDENTIAL 101-0000-20308 0 $14.26 $14.26 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for STRONG MOTION INSTRUMENTATION SMI: $14.26 $14.26 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TUMF 2018 SINGLE FAMILY DWELLING 224-0000-20320 0 $2,310.00 $2,310.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for TUMF 2018: $2,310.00 $2,310.00 NEW CONSTRUTION - SINGLE FAMILY RESIDENTIAL 101-0000-42400 0 $161.00 $161.00 11/29/21 R67995 6446 CHECK HAFIF, RUSTON AHI Total Paid for ZONING CLEARANCE - PLANNING PLAN $161.00 $161.00 CHECK: TOTALS: $16,474.39 $16,474.39 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES ROUGH ELEC BLD eTRAKiT Inspection Request 6/27/2022 8:19 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Printed: Monday, July 24, 2023 5:17:34 PM 6 of 23 CRWSYSTE S Permit Details City of La Quinta ROOF NAIL BLD APPROVED eTRAKiT Inspection Request 6/14/2022 1:14 PM KEVIN FARMER CONSTRUCTION shear wall nailing Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM ROOF NAILING IS APPROVED. 6/27/2022 8:19 AM KEVIN FARMER eTRAKiT Inspection CONSTRUCTION Contact Name: KEVIN FARMER FRAMING BLD CONSTRUCTION Request Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM 6/27/2022 8:19 AM KEVIN FARMER eTRAKiT Inspection CONSTRUCTION Contact Name: KEVIN FARMER ROUGH PLBG BLD CONSTRUCTION Request Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Printed: Monday, July 24, 2023 5:17:34 PM 7of23 CRWSYSTE S Permit Details City of La Quinta ROUGH MECH BLD eTRAKiT Inspection Request 6/27/2022 8:19 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM FINAL INSPECTION KHET CANCELED Cancelled enroute - sprinkler contractor was not provided access. FINAL INSPECTION KHET DISAPPROVE D 2/14/2023 - Fire sprinkler corrections required. Revised sprinkler plans and calcs required prior to final reinspection. FINAL INSPECTION LRO APPROVED FOOTINGS BLD eTRAKiT Inspection Request 11/27/2022 8:29 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM TEMPORARY POWER JAN 1/26/2022 1/26/2022 APPROVED eTRAKiT Inspection Request 1/25/2022 8:04 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Printed: Monday, July 24, 2023 5:17:34 PM 8 of 23 CRWSYSTE S Permit Details City of La Quinta TEMPORARY POWER JAN 1/27/2022 1/27/2022 CANCELED eTRAKiT Inspection Request 1/26/2022 11:36 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM -PREVIOUSLY APPROVED SEWER CONNECTION JAN 3/29/2022 3/29/2022 APPROVED UNDERGROUND PLBG JAN 3/29/2022 3/29/2022 DISAPPROVE D eTRAKiT Inspection Request 3/27/2022 4:31 PM KEVIN FARMER CONSTRUCTION sewer head test Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM -MISSING GUEST LAVATORY UNDERGROUND PLUMBING -BACKWATER DEVICE IS REQUIRED UNDERGROUND PLBG JAN 3/31/2022 3/31/2022 APPROVED FOOTINGS JFU 4/11/2022 4/11/2022 DISAPPROVE D -SSTB24 BOLTS REQUIRED AT HDUS HOLDDOWNS-WRAP ALL PLUMBING PIPING WHERE CONTACT WITH CONCRETE WILL OCCUR Printed: Monday, July 24, 2023 5:17:34 PM 9 of 23 CRWSYSTE S Permit Details City of La Quinta SLAB JFU 4/11/2022 4/11/2022 DISAPPROVE D eTRAKiT Inspection Request 4/8/2022 2:48 PM KEVIN FARMER CONSTRUCTION footings, steel mat, hdwe, PM if possible Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM SEE FOOTINGS INSPECTION NOTES. OKAY TO WRAP BBL 6/15/2022 6/15/2022 NOT READY eTRAKiT Inspection Request 6/14/2022 1:15 PM KEVIN FARMER CONSTRUCTION plus shear wall nailing Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Electrical wiring has not been completed, no approvals at this time. ROOF NAIL BBL 6/15/2022 6/15/2022 NOT READY eTRAKiT Inspection Request 6/14/2022 1:15 PM KEVIN FARMER CONSTRUCTION plus shear wall nailing Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Missing roof flashings and penetrations. No approvals at this time. FRAMING BBL 6/16/2022 6/16/2022 PARTIALLY APPROVED Exterior shear is approved OK to wrap. Printed: Monday, July 24, 2023 5:17:34 PM 10 of 23 CRWSYSTE S Permit Details City of La Quinta ROUGH -WIRE INSPECTION BBL 6/16/2022 6/16/2022 PARTIALLY APPROVED Electrical wiring and fixtures installed in the overhanging eyebrows is approved. OKAY TO WRAP BBL 6/16/2022 6/16/2022 APPROVED eTRAKiT Inspection Request 6/15/2022 2:09 PM KEVIN FARMER CONSTRUCTION re inspect Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Window and door flashings installed, shear nailing is approved OK to wrap. ROOF NAIL BBL 6/16/2022 6/16/2022 APPROVED eTRAKiT Inspection Request 6/15/2022 2:09 PM KEVIN FARMER CONSTRUCTION re inspect Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Roof nailing is approved OK to continue. OVERHEAD ROUGH PIPING LIN 6/17/2022 11/2/2022 APPROVED completed 6/17/2022 ROUGH ELEC BBL 6/24/2022 6/24/2022 APPROVED eTRAKiT Inspection Request 6/23/2022 3:30 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Rough electrical is approved. Printed: Monday, July 24, 2023 5:17:34 PM 11 of 23 CRWSYSTEM5 Permit Details City of La Quinta PERMIT NUMBER BRE52021-0036 FRAMING BBL 6/24/2022 6/24/2022 APPROVED eTRAKiT Inspection Request 6/23/2022 3:30 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM FRAMING IS APPROVED. ROUGH PLBG BBL 6/28/2022 6/28/2022 APPROVED eTRAKiT Inspection Request 6/27/2022 3:02 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Provide blocking at showerheads. ROUGH MECH BBL 6/28/2022 6/28/2022 DISAPPROVE D eTRAKiT Inspection Request 6/27/2022 3:02 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Provide exhaust venting for range hood.HVAC DUCT: remove kinks in ductwork.Cover all HVAC registers and open ducting. GAS LINE/TEST BBL 6/28/2022 6/28/2022 DISAPPROVE D Gas lines were not under pressure at time of inspection no approvals is this time. Printed: Monday, July 24, 2023 5:17:34 PM 12 of 23 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BRE52021-0036 ROUGH PLBG BBL 6/30/2022 6/30/2022 APPROVED eTRAKiT Inspection Request 6/28/2022 5:53 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Rough plumbing is approved. ROUGH MECH BBL 6/30/2022 6/30/2022 APPROVED eTRAKiT Inspection Request 6/28/2022 5:52 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Russ mechanical is approved. GAS LINE/TEST BBL 6/30/2022 6/30/2022 NOT READY Gas line test to be performed once fireplaces installed. ROUGH MECH BBL 7/11/2022 7/11/2022 PARTIALLY APPROVED KITCHEN HOOD VENT INSTALLED AND APPROVED. LATH BBL 7/11/2022 7/11/2022 APPROVED eTRAKiT Inspection Request 7/7/2022 4:06 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM OK to wrap.Kitchen Hood exhaust duct has been installed and approved. Printed: Monday, July 24, 2023 5:17:34 PM 13 of 23 CRI f'SYSTEMS Permit Details City of La Quinta INSULATION BBL 7/28/2022 7/28/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 7/27/2022 11:04 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM All areas are proved translation with the exception of the wall for the fireplace and ceiling area of above. Fireplace inspection to come at a later time when all equipment is in. DRYWALL NAIL JFU 8/8/2022 8/8/2022 PARTIALLY APPROVED ALL AREAS EXCEPT FIREPLACE. FINAL INSPECTION LIN 11/11/2022 11/11/2022 CANCELED Canceled per contractor FINAL INSPECTION LIN 11/11/2022 11/11/2022 CANCELED Canceled per contractor FINAL INSPECTION LRO 11/18/2022 11/18/2022 DISAPPROVE D See Notes Paint and touch ups needs to be completed. Too many areas where paint is still needed near or around sprinkler heads. DEFERRED SUBMITTAL JFU 12/1/2022 12/1/2022 APPROVED PV SYSTEM PV SYSTEM DETERMINED IN COMPLIANCE WITH SFD ENERGY REPORT AND IS READY FOR ISSUANCE. REFERENCE BSOL2022-0594. MB-DRIVEWAY APPROACH MBU 1/11/2023 1/11/2023 APPROVED Weather: 47-67 degrees, SunnyReport: This Inspector probed driveway for compaction and determined compaction was firm and unyielding - Contractor can pour driveway once ready - Printed: Monday, July 24, 2023 5:17:34 PM 14 of 23 CRWSYSTE S Permit Details City of La Quinta TEMP USE OF PERM PWR BBL 1/11/2023 1/11/2023 DISAPPROVE D eTRAKiT Inspection Request 1/10/2023 10:07 AM KEVIN FARMER CONSTRUCTION Release of meter Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Release of Meter will be sent to a IID. Rough solar inspection is required prior to final. STATUS CHANGED TO DISAPPROVED, OVERHEAD SERVICES ARE NOT PERMITTED PER LQMC TITLE 8.03.020. TEMP USE OF PERM PWR JAN 4/20/2023 4/21/2023 DISAPDROVE -PERMANENTLY REMOVE WEATHER HEAD TEMP USE OF PERM PWR JAN 4/21/2023 4/25/2023 APPROVED eTRAKiT Inspection Request 4/19/2023 4:39 PM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM PREVIOUS CORRECTIONS STILL APPLY FINAL** JFU 5/1/2023 5/1/2023 DISAPPROVE D eTRAKiT Inspection Request 4/28/2023 8:55 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Printed: Monday, July 24, 2023 5:17:34 PM 15 of 23 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BRE52021-001111 36 FINAL** JFU 5/1/2023 5/1/2023 DISAPPROVE D eTRAKiT Inspection Request -SEVERAL PREVIOUS INSPECTIONS WERE EITHER ONLY PARTIALLY APPROVED OR WERE DISAPPROVED AND NOT RECALLED FOR INSPECTION. SEE FOOTINGS/SLAB, INSULATION & DRYWALL INSPECTIONS -OBTAIN GAS TEST INSPECTION APPROVAL -PROVIDE FINAL HERS DOCUMENTATION -OBTAIN FIRE DEPARTMENT FINAL APPROVAL -LABEL A TWO -POLE EMPTY BREAKER SPACE AS "EV CAPABLE" AND MAKE SURE THE EV CHARGER BOX IN THE GARAGE AS LABELED "EV CAPABLE" -OBTAIN FINAL APPROVAL OF THE BLOCK WALL PERMIT, WALLS MUST BE PAINTED OR STUCCOED PER LQMC 9.60.030(E)(3). -ADDRESS NUMBERS MUST BE ILLUMINATED -PROVIDE ARC FAULT PROTECTION FOR KITCHEN CIRCUITS PER CEC §210.12 -CONDENSER MAX BREAKER/FUSE IS 40A, CHANGE BREAKER AND FUSES -WATER HEATER TEMPERATURE & PRESSURE VALVE DRAIN MUST BE PIPED TO THE OUTDOORS -GARAGE DOOR MUST BE SELF -CLOSING AND SELF -LATCHING -PROVIDE VACANCY SENSORS AT BATHROOM LIGHTING FINAL** JAN 5/9/2023 5/9/2023 DISAPPROVE D eTRAKiT Inspection Request 5/8/2023 11:07 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Printed: Monday, July 24, 2023 5:17:34 PM 16 of 23 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quints BRES2021-0036 FINAL** JAN 5/9/2023 5/9/2023 DISAPPROVE D eTRAKiT Inspection Request -VACANCY SENSOR REQUIRED AT BATHROOM -FINAL HERS DOCUMENT - OBTAINED FIRE FINAL -PENDING APPROVAL ON PENDING PARTIAL INSPECTION INSULATION JAN 5/9/2023 5/9/2023 DISAPPROVE D eTRAKiT Inspection Re quest q 5/8/2023 11:07 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM FOOTINGS JAN 5/9/2023 5/9/2023 DISAPPROVE D eTRAKiT Inspection Re quest q 5/8/2023 11:07 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM DRYWALL NAIL JAN 5/9/2023 5/9/2023 DISAPPROVE D eTRAKiT Inspection Request 5/8/2023 11:07 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Printed: Monday, July 24, 2023 5:17:34 PM 17 of 23 CRWSYSTE S Permit Details City of La Quinta GAS LINE/TEST JAN 5/9/2023 5/9/2023 APPROVED eTRAKiT Inspection Request 5/8/2023 11:07 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM FINAL** JAN 5/9/2023 5/9/2023 DISAPPROVE D SLAB JAN 5/9/2023 5/9/2023 DISAPPROVE D eTRAKiT Inspection Request 5/8/2023 11:07 AM KEVIN FARMER CONSTRUCTION Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM INSULATION JAN 5/23/2023 5/23/2023 APPROVED eTRAKiT Inspection Request 5/22/2023 8:52 AM KEVIN FARMER CONSTRUCTION Re inspect at fireplace only, both items Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Inspector JAN changed the inspection assignment from JAN to JAN Fireplace insulation to comply with draft stopping requirements Printed: Monday, July 24, 2023 5:17:34 PM 18 of 23 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BRE52021-0036 DRYWALL NAIL JAN 5/23/2023 5/23/2023 CANCELED eTRAKiT Inspection Request 5/22/2023 8:52 AM KEVIN FARMER CONSTRUCTION Re inspect at fireplace only, both items Contact Name: KEVIN FARMER CONSTRUCTION Site Address: 53620 AVENIDA OBREGON Phone: 7604697057 e-Mail: TWOXBACK@AOL.COM Inspector JAN changed the inspection assignment from JAN to JAN FINAL** JAN 5/25/2023 5/25/2023 APPROVED PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH — ETRAKIT (1 DAY) AARON HICKSON 2/2/2021 2/3/2021 2/4/2021 COMPLETE HR GREEN STR ONLY 1ST BLDG STR (2 WK) HR GREEN 2/4/2021 2/19/2021 2/8/2021 REVISIONS REQUIRED 1ST BLDG NS (3 WK) JAKE FUSON 2/4/2021 2/26/2021 3/3/2021 REVISIONS REQUIRED SEE 1ST REVIEW COMPLETE CORRECTION LIST. Printed: Monday, July 24, 2023 5:17:34 PM 19 of 23 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BRE52021-0036 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 2/4/2021 2/19/2021 2/17/2021 APPROVED COA IN NOTES FIRE GENERAL CONDITIONS OF APPROVAL Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be displayed on the structure and viewable from the roadway or posted at the driveway entrance and maintained visible. Vehicle Gates/barricades restricting fire access to the structure are recommended to be provided with KNOX emergency access. (CFC 503.6) The proposed structure requires a fire flow of 500 gallons per minute from a single hydrant located within 600-feet of all exterior portions of the structure. (CFC 507.5.1 & APPENDIX B) A Residential Fire Sprinkler system shall be installed in compliance with CRC R313. CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to Rough Inspections. 1ST PLANNING — ETRAKIT (2 WK) SIJIFREDO FERNANDEZ 2/4/2021 2/19/2021 2/17/2021 READY FOR APPROVAL 2ND BLDG STR — ETRAKIT (1 WK) HR GREEN 4/2/2021 4/9/2021 4/5/2021 REVISIONS REQUIRED 2ND BLDG NS — ETRAKIT (2 WK) JAKE FUSON 4/2/2021 4/16/2021 4/28/2021 READY FOR APPROVAL - CONDITIONS -1ST SUBMITTAL ENERGY INCLUDED IN 2ND SUBMITTAL PLAN SET --UPDATED ENERGY REPORT REMOVING NEEA HEAT PUMP WATER HEATER MUST BE INCORPORATED INTO NEW PLANS -ADD NOTE FOR STRUCTURAL OBSERVATION ON STRUCTURAL PLANS 3RD BLDG NS — ETRAKIT (1 DAY) JAKE FUSON 5/6/2021 5/7/2021 5/7/2021 APPROVED BOND INFORMATION Printed: Monday, July 24, 2023 5:17:34 PM 20 of 23 CRWSYSTE S Permit Details Ai City of La Quinta PERMIT NUMBER BRES2021-0036 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/18/2021 AARON HICKSON SCHOOL FEE RECEIPT / DEED / WASTE MANAGEMENT PLAN 0391_001.pdf 1 DOC 11/24/2021 AARON HICKSON SUBCONTRACTOR LIST 1176_001.pdf 0 DOC 2/2/2021 EtrakitContractor 1ST SUBMITTAL PLANS Hafif CD Set 2-2- 2021.pdf 1 DOC 2/2/2021 EtrakitContractor 1ST SUBMITTAL STRUCTURAL CALCULATIONS Hafif calcs.pdf 1 DOC 2/4/2021 EtrakitContractor 1ST SUBMITTAL ENERGY REPORT 221-P010021037A-000- 000-0000000-0000-1 (1).pdf 1 DOC 4/2/2021 EtrakitContractor 2ND SUBMITTAL PLAN SET BRES2021 0036 2ND SUBMITTAL PLAN SET.pdf 1 DOC 4/2/2021 EtrakitContractor 2ND SUBMITTAL ARCHITECTURAL RESPONSES BRES2021-0036 - 2ND SUBMITTAL ARCHITECTURAL RESPONSES.pdf 1 DOC 4/2/2021 EtrakitContractor 2ND SUBMITTAL STRUCTURAL RESPONSES BRES2021-0036 - 2ND SUBMITTAL STRUCTURAL RESPONSES.pdf 1 DOC 4/2/2021 EtrakitContractor 2ND SUBMITTAL TRUSS LAYOUT BRES2021 0036 2ND SUBMITTAL TRUSS LAYOUT.pdf 1 DOC 4/2/2021 EtrakitContractor 2ND SUBMITTAL TRUSS SHOP APPROVAL BRES2021 0036 2ND SUBMITTAL TRUSS SHOP APPROVAL.pdf 1 Printed: Monday, July 24, 2023 5:17:34 PM 21 of 23 CRWSYSTEMS Permit Details Ai City of La Quinta PERMIT NUMBER BRES2021-0036 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/2/2021 EtrakitContractor 2ND SUBMITTAL TRUSS CALCULATIONS BRES2021 0036 2ND SUBMITTAL TRUSS CALCULATIONS.pdf 1 DOC 5/5/2021 EtrakitContractor 3RD SUBMITTAL PLANS Hafif CD Set 05-05- 2021.pdf 1 DOC 5/17/2021 EtrakitContractor WASTE MANAGMENT PLAN Waste Management Plan LQ 53620 Avenida Obregon.pdf 1 DOC 2/8/2021 HR GREEN 1ST REVIEW HR GREEN COMMENTS BRES2021-0036 53620 Avenida Obregon correction Iist.pdf 0 DOC 2/8/2021 HR GREEN 1ST REVIEW HR GREEN TRANSMITTAL BRES2021-0036 53620 Avenida Obregon correction transmittal.pdf 0 DOC 4/5/2021 HR GREEN 2ND REVIEW HR GREEN TRANSMITTAL BRES2021-0036 53620 Avenida Obregon correction transmittal_1.pdf 0 DOC 4/5/2021 HR GREEN 2ND REVIEW HR GREEN COMMENTS BRES2021 0036 53620 Avenida Obregon correction Iist_1.pdf 0 DOC 3/3/2021 JAKE FUSON 1ST REVIEW COMPLETE CORRECTION LIST BRES2021 0036 1ST REVIEW COMPLETE CORRECTION LIST.pdf 1 DOC 5/7/2021 JAKE FUSON APPROVED PLANS BRES2021 0036 APPROVED PLANS.pdf 1 DOC 5/7/2021 JAKE FUSON APPROVED STRUCTURAL CALCULATIONS BRES2021-0036 - APPROVED STRUCTURAL CALCULATIONS.pdf 1 Printed: Monday, July 24, 2023 5:17:34 PM 22 of 23 CRWSYSTEMS Permit Details Ai City of La Quinta PERMIT NUMBER BRES2021-0036 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/7/2021 JAKE FUSON APPROVED TRUSS CALCULATIONS BRES2021 0036- APPROVED TRUSS CALCULATIONS.pdf 1 DOC 5/7/2021 JAKE FUSON CERTIFICATION OF BUILDING AREA BRES2021 0036- CERTIFICATION OF BUILDING AREA.pdf 1 DOC 4/11/2022 JAKE FUSON FORM CERTIFICATION BRE52021 0036 FORM CERTIFICATION.pdf 1 DOC 5/17/2023 JAKE FUSON HERS STATUS REPORT BRES2021 0036 HERS STATUS REPORT.pdf 1 DOC 5/25/2023 JACK LIMA STRUCTURAL OBSERVATION REPORT DATED: 5/23/2023 4271_001.pdf 1 DOC 5/18/2021 STEPHANIE SWANSTROM OWNER BUILDER OWNER BUILDER - 53620 AVENIDA OBREGON.pdf 0 Printed: Monday, July 24, 2023 5:17:34 PM 23 of 23 CRWSYSTE S ��T|hJ ff�=c MARTIN � May Z3,2O23 Lu0Lfinta Inspection Services Subject: Structural Observation, 53-d2VAve Obregnn.LuOuiota,C& Dear Inspection Services: Structural nhocrvo1iuna have been onmdc at the above address. Cddcu| elements of the vcmbcu| and lateral load resisting uya&zns were checked, l'he construction observed was 'found 1ohe iugeneral couboonomccwith the working drawings. Also, the 88T824anchors for the bn}downn were properly installed. Please let mcknow if you have any questions uciflcan hco[onyfurther assistance. TndD. Marbo.S.E ) 2244 Faraday Ave. #202 Carlsbad, CA 82008 — Ph: (760)445-345,3 todOmrt� tru� urot | o ne oonau|ting.00m — http://mort/natructuro|consul tin g.corn PROJECT STATUS REPORT CaICERTS, Inc Effective 05/16/2023 15:00 (Page 1 of 3) GENERAL INFORMATION Energy Standards Code Year: 2019 Project Name: 53620 AVENID OBREGON Project Type: New Construction SFR Address: 53620 AVENIDA OBREGON City/State/Zip: La Quinta / CA / 92253 Enforcement Agency: City of La Quinta Permit Number: 2021 Easy to Verify @ calcerts.com OVERALL STATUS COMPLETE HERS VERIFIABLE MEASURES: COMPLETE CF1 R INFORMATION - Certificate of Compliance (Document Lists Required Energy Features) Certificate Type Compliance Registered Form CF1R-PRF-01 Registered Date 2021-02-04 07:33:51 Registration Number 221-P010021037A-000-000-0000000-0000 CF2R INFORMATION - Certificate of Installation (Documents the proper installation of required energy features) System Form Registered Date Registration Number CF2R ENV 01 E Fenestration Installation 2023-05-16 14:59:50 221-P010021037A-000-001-E01001A-0000 Amanda McIntyre (All Valley Air) !.#/ CF2R ENV 03 E Insulation Installation 2023-05-16 14:59:50 221-P010021037A-000-001-E03001A-0000 Amanda McIntyre (All Valley Air) V.: CF2R ENV 04 E Roofing Radiant Barrier 2023-05-16 14:59:50 221-P010021037A-000-001-E04001A-0000 Amanda McIntyre (All Valley Air) !.#/ CF2R ENV 21 H QII-Framing Stage 2023-05-16 14:59:50 221-P010021037A-000-001-E21001A-0000 Amanda McIntyre (All Valley Air) .!/ CF2R ENV 22 H QII Insulation Installation 2023-05-16 14:59:50 221-P010021037A-000-001-E22001A-0000 Amanda McIntyre (All Valley Air) #/ CA Building Energy Efficiency Standards 2019 Residential Compliance HERS Provider: CaICERTS Inc. Dec 2019 PROJECT STATUS REPORT CaICERTS, Inc Effective 05/16/2023 15:00 (Page 2 of 3) CF2R LTG 01 E Lighting 2023-05-16 14:59:50 221-P010021037A-000-001-L01001 A-0000 Amanda McIntyre (All Valley Air) f CF2R-MCH-01-E Space Conditioning Systems, Ducts and Fans 2023-05-16 14:59:50 221-P010021037A-000-001-M01001 A-0000 Amanda McIntyre (All Valley Air) �_/ System 1: Location 1 CF2R MCH 20 H Duct Leakage 2023-05-16 14:59:50 221-P010021037A-000-001-M20001A-0000 Amanda McIntyre (All Valley Air) f System 1: Location 1 CF2R MCH 23 H Airflow 2023-05-16 14:59:50 221-P010021037A-000-001-M23001A-0000 Amanda McIntyre (All Valley Air) V System 1: Location 1 CF2R MCH 22 H Fan Efficacy 2023-05-16 14:59:50 221-P010021037A-000-001-M22001A-0000 Amanda McIntyre (All Valley Air) f System 1 CF2R MCH 25 H Refrigerant Charge 2023-05-16 14:59:50 221-P010021037A-000-001-M25001A-0000 Amanda McIntyre (All Valley Air) V System 1 CF2R MCH 26 H Rated Equipment 2023-05-16 14:59:50 221-P010021037A-000-001-M26001A-0000 Amanda McIntyre (All Valley Air) f CF2R MCH 27-H IAQ and MV 2023-05-16 14:59:50 221-P010021037A-000-001-M27001A-0000 Amanda McIntyre (All Valley Air) �/ Exhaust Fan 1 CF2R MCH 32-H Local Mechanical Exhaust 2023-05-16 14:59:50 221-P010021037A-000-001-M32001A-0000 Amanda McIntyre (All Valley Air) f CF2R PLB 22 H HERS SD HWS Distribution 2023-05-16 14:59:50 221-P010021037A-000-001-B22002A-0000 Amanda McIntyre (All Valley Air) V CF2R PVB 01 E Photovoltaic Systems 2023-05-16 14:59:50 221-P010021037A-000-001-V01001A-0000 Amanda McIntyre (All Valley Air) f CF3R INFORMATION - Certificate of Verification (Documents the verification of HERS Measures) System Form Registered Date Registration Number CF3R ENV 21 H (QII-Framing Stage) 2023-05-16 14:59:24 221-P010021037A-000-001-E21001A-E21A Tom Bachus (CC2005932) (MLC Building Performance) V CF3R ENV 22 H (QII-Insulation Installation) 2023-05-16 14:59:24 221-P010021037A-000-001-E22001A-E22A Tom Bachus (CC2005932) (MLC Building Performance) �/ System 1: Location 1 CF3R MCH 20 H (Duct Leakage) 2023-05-16 14:59:25 221-P010021037A-000-001-M20001A-M20A Tom Bachus (CC2005932) (MLC Building Performance) V System 1: Location 1 CF3R MCH 23 H (Airflow) 2023-05-16 14:59:25 221-P010021037A-000-001-M23001A-M23A Tom Bachus (CC2005932) (MLC Building Performance) V CA Building Energy Efficiency Standards 2019 Residential Compliance HERS Provider: CaICERTS Inc. Dec 2019 PROJECT STATUS REPORT CaICERTS, Inc Effective 05/16/2023 15:00 (Page 3 of 3) System 1: 1 CF MCH 22 H (Fan Efficacy) 2O23-05-16 14:59:25 221-P010021037A-000-001-M22001A-M22A Tom Bachus (CC2005932) (MLC Building Performance) f System 1 CF3R MCH 25 H (Refrigerant Charge) 2023-05-16 14:59:25 221-P010021037A-000-001-M25001A-M25A Tom Bachus (CC2005932) (MLC Building Performance) V/ System 1 CF3R MCH 26 H (Rated Equipment) 2023-05-16 14:59:25 221-P010021037A-000-001-M26001A-M26A Tom Bachus (CC2005932) (MLC Building Performance) f CF3R MCH 27 H (IAQ and MV) 2023-05-16 14:59:25 221-P010021037A-000-001-M27001A-M27A Tom Bachus (CC2005932) (MLC Building Performance) 1.(,: Exhaust Fan 1 CF3R MCH 32 H (Local Mechanical Exhaust) 2023-05-16 14:59:25 221-P010021037A-000-001-M32001A-M32A Tom Bachus (CC2005932) (MLC Building Performance) f CF3R PLB 22 H (HERS SD HWS Distribution) 2023-05-16 14:59:25 221-P010021037A-000-001-B22002A-B22A Tom Bachus (CC2005932) (MLC Building Performance) 1/ CaICERTS, Inc HERS PROVIDER CA Building Energy Efficiency Standards HERS Provider: CaICERTS Inc. 2019 Residential Compliance Dec 2019 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 1 of 11) GENERAL INFORMATION 01 Project Name HAFIF RESIDENCE 02 Run Title Title 24 Analysis 03 Project Location 53620 AVENIDA OBREGON 04 City LA QUINTA 05 Standards Version 2019 06 Zip code 92253 07 Software Version EnergyPro 8.2 08 Climate Zone 15 09 Front Orientation (deg/ Cardinal) 270 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope NewConstruction 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2) 0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2) n/a 17 Fenestration Average U-factor 0.39 18 Total Cond. Floor Area (ft2) 1609 19 Glazing Percentage (%) 20.73% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Is Natural Gas Available? No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: HERS Provider: 2021-02-04 07:33:51 CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-02-03 23:06:26 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 2 of 11) ENERGY DESIGN RATING Energy Design Ratings Compliance Margins Efficiency' (EDR) TotalZ (EDR) Efficiency' (EDR) TotalZ (EDR) Standard Design 46.9 21.6 Proposed Design 45.6 20.3 1.3 1.3 RESULT: 3: COMPLIES 1: Efficiency EDR includes improvements to the building envelope and more efficient equipment 2: Total EDR includes efficiency and demand response measures such as photovoltaic (PV) systems and batteries 3: Building complies when efficiency and total compliance margins are greater than or equal to zero • Standard Design PV Capacity: 3.88 kWdc • PV System resized to 3.88 kWdc (a factor of 3.882) to achieve 'Standard Design PV' PV scaling ENERGY USE SUMMARY Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating Space Cooling IAQ Ventilation Water Heating Self Utilization/Flexibility Credit Compliance Energy Total 2.07 83.62 2.78 10.45 n/a 98.92 4.91 77.17 2.78 9.33 0 94.19 -2.84 6.45 0 1.12 0 4.73 -137.2 7.7 0 10.7 n/a 4.8 REQUIRED PV SYSTEMS - SIMPLIFIED 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc) Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 3.88 NA Standard Fixed none true 150-270 n/a n/a <=7:12 96 100 Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 3 of 11) REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Raised heel truss (height above top plate) • Cool roof • Insulation below roof deck • Window overhangs and/or fins • Exposed slab floor in conditioned zone • Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Building -level Verifications: • Quality insulation installation (QII) • Indoor air quality ventilation • Kitchen range hood Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Verified Refrigerant Charge • Fan Efficacy Watts/CFM Heating System Verifications: • -- None -- HVAC Distribution System Verifications: • Duct leakage testing Domestic Hot Water System Verifications: • -- None -- r CaICER"I HERS P R O V I L' r- BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ftz) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems HAFIF RESIDENCE 1609 1 3 1 0 1 Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 4 of 11) ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 (N) 1609 Conditioned A-AC-1 1609 10 DHW Sys 1 N/A OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window and Door Area (ft2) Tilt (deg) N-460 (N) 1609 R-21 0 Left 460 86 90 E - 400 (N) 1609 R-21 90 Back 400 44 90 S - 460 (N) 1609 R-21 180 Right 460 139.5 90 W - 165 (N) 1609 R-21 270 Front 165 88 90 TO GARAGE (N) 1609 R-211 n/a n/a 230 24 n/a 1609 (N) 1609 R-38 + R-15 n/a n/a 1609 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic (N) 1609 Attic Roof(N) 1609 Ventilated 0 0.74 0.9 No Yes FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. Area (ft2) U-factor U-factor Source SHGC SHGC Sourc e Exterior Shading 2060 -15 Window N- 460 Left 0 1 12 0.39 NFRC 0.24 NFRC Bug Screen 2060 - 14 Window N- 460 Left 0 1 12 0.39 NFRC 0.24 NFRC Bug Screen 2060 - 13 Window N- 460 Left 0 1 12 0.39 NFRC 0.24 NFRC Bug Screen 5050 - 12 Window N- 460 Left 0 1 25 0.39 NFRC 0.24 NFRC Bug Screen Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 5 of 11) FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. Area (ftz) U-factor U-factor Source SHGC SHGC Sourc e Exterior Shading 5050 - 11 Window N- 460 Left 0 1 25 0.39 NFRC 0.24 NFRC Bug Screen 4020 - 10 Window E - 400 Back 90 1 8 0.39 NFRC 0.24 NFRC Bug Screen 6020 - 9 Window E - 400 Back 90 1 12 0.39 NFRC 0.24 NFRC Bug Screen 2016 - 8 Window S - 460 Right 180 1 3 0.39 NFRC 0.24 NFRC Bug Screen 1630 - 7 Window S - 460 Right 180 1 4.5 0.39 NFRC 0.24 NFRC Bug Screen 2020 - 6 Window S - 460 Right 180 2 2 1 4 0.39 NFRC 0.24 NFRC Bug Screen 2020 - 5 Window S - 460 Right 180 2 2 1 4 0.39 NFRC 0.24 NFRC Bug Screen 2020 - 4 Window S - 460 Right 180 2 2 1 4 0.39 NFRC 0.24 NFRC Bug Screen 120100 - 3 Window S - 460 Right 180 12 10 1 120 0.39 NFRC 0.24 NFRC Bug Screen 3080 -1 Window W - 165 Front 270 3 8 1 24 0.39 NFRC 0.24 NFRC Bug Screen 8080 -2 Window W - 165 Front 270 8 8 1 64 0.39 NFRC 0.24 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2) U-factor 3080 E - 400 24 0.5 3080 2 TO GARAGE 24 0.5 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up 2020 - 6 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 6 of 11) OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up 2020 - 5 2 0.1 2 2 0 0 0 0 0 0 0 0 0 2020 - 4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 120100 - 3 12 0.1 3 10 0 0 0 0 0 0 0 0 0 3080 -1 2 0.1 2 2 0 0 0 0 0 0 0 0 0 8080 -2 20 0.1 2 2 0 0 0 0 0 0 0 0 0 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated 1609 2 (N) 1609 1609 0.1 none 0 0% No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-21 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C. R-21 None / None 0.069 Inside Finish: Gypsum Board Cavity / Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco R-211 Interior Walls Wood Framed Wall 2x6 @ 16 in. O. C. R-21 None / None 0.064 Inside Finish: Gypsum Board Cavity / Frame: R-21 / 2x6 Other Side Finish: Gypsum Board Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 7 of 11) OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Attic Roof(N) 1609 Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C. R-15 None / None 0.07 Roofing: 5 PSF (Normal Gravel) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-2.0 insul. R-38 + R-15 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. 0.C. with Raised Heel Truss Height 20 in R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Name System Type Distribution Type Water Heater Name (#) Solar Heating System Compact Distribution HERS Verification DHW Sys 1 Domestic Hot Water (DHW) Standard Distribution System DHW Heater 1 (1) n/a None n/a Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: HERS Provider: 2021-02-04 07:33:51 CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-02-03 23:06:26 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 8 of 11) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Energy Factor or Efficiency Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate NEEA Heat Pump Brand or Model Tank Location or Ambient Condition DHW Heater 1 Heat Pump n/a 1 50 NEEA n/a n/a n/a 80 gal AOSmith\AOSmith HPTU5ON Outside WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Heating Equipment Count Cooling Equipment Count A-AC-1 Heating and cooling system other Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 Setback New NA 1 1 HVAC - HEATING UNIT TYPES 01 02 03 04 Name System Type Number of Units Heating Efficiency Heating Component 1 Central gas furnace 1 AFUE-94 Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 9 of 11) HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 Name System Type Number of Units Efficiency EER/CEER Efficiency SEER Zonally Controlled Mulit-speed Compressor HERS Verification Cooling Component 1 Central split AC 1 12.5 15 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-cool Required 358 Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Duct Ins R-value Duct Location Surface Area Name Type Design Type Supply Return Supply Return Supply Return Bypass Duct Leakage HERS Verification Air Distribution System 1 Unconditioned attic Non -Verified R-8 R-8 Attic Attic n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: 2021-02-04 07:33:51 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 Report Generated: 2021-02-03 23:06:26 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 10 of 11) HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 IAQ (INDOOR AIR QUALITY) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness (%) IAQ Recovery Effectiveness - SREIAQ Recovery Effectiveness - SRE SFam IAQVentRpt 76 0.25 Default 0 n/a PROJECT NOTES -- ALL EXISTING AND PROPOSED INPUT DATA USED IN THIS REPORT WAS PROVIDED BY THE PLANS PREPARER. -- LOAD CALCULATIONS AND AC SIZING EQUIPMENT SHALL BE VERIFIED BY THE AC CONTRACTIOR PRIOR TO PLACEMENT OF ITS ORDER. LOADS DOCUMENTED IN THIS REPORT ARE SUGGUESTED LOADS ONLY. -- AC EQUIPMENT'S EFFICENCY SHALL BE EQUAL (OR BETTER ) THAN REQUIRED BY THIS REPORT. -- ANY ALTERATION OR DEVIATION FROM THIS REPORT WILL BE GENERAL CONTRACTOR'S RESPONSABILITY. Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: HERS Provider: 2021-02-04 07:33:51 CaICERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-02-03 23:06:26 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: HAFIF RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-02-03T23:05:41-08:00 Input File Name: 001- 53620 AVENIDA OBREGON.ribdl9x CF1R-PRF-01E (Page 11 of 11) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ARMANDO CHAVEZ Documentation Author Signature: Company: TITLE 24 OF THE DESERT Signature Date: 2021-02-03 23:22:55 Address: 74800 shirley #62 CEA/ HERS Certification Identification (If applicable): N.A. City/State/Zip: PALM DESERT, CA 92260 Phone: 760-278-1840 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Stephen Nieto Responsible Designer Signature: -.9,,/i ea - Company: South West Concepts Date Signed: 2021-02-04 07:33:51 Address: 78-115 Calle Estado License: Stephen Nieto City/State/Zip: La Quinta, CA 92253 Phone: 760-564-4704 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-000-0000000-0000 Registration Date/Time: HERS Provider: 2021-02-04 07:33:51 CalCERTS inc. CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-02-03 23:06:26 Schema Version: rev 20200901 CERTIFICATE OF INSTALLATION CF2R-ENV-01-E Fenestration Installation (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: City of La Quinta Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 If more than one person has responsibility for installation of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible. Alternatively, the person with chief responsibility for construction shall prepare and sign this certificate for the entire construction. The signer agrees that all applicable Mandatory Measures were met. Temporary labels are not to be removed before verification by the building inspector. CaICERTS, Inc HERS PROVIDER Registration Number: 221-P010021037A-000-001-E01001A-0000 Registration Date/Time: 111 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:51:47 Schema Version: rev 20190501 CERTIFICATE OF INSTALLATION CF2R-ENV-01-E Fenestration Installation (Page 2 of 4) A. Fenestration/ Glazing Includes all Windows, Skylights, Greenhouse or Bay Windows and Glazed Doors.Note: If meeting Exception 1 to 150.1(c)3A, Installing <= 3 ft2 glass in door, it is assumed to meet the minimum required U-factor (0.30) and SHGC (0.23). If meeting Exception 1 to 150.1(c)3A, Installing <= 3 ft2 tubular skylight, it is assumed to meet the minimum required U-factor (0.55) and SHGC (0.30). Doors with greater than or equal to 25 percent glazing area are considered glazed doors and are treated as fenestration products 01 02 03 04 05 06 07 08 09 10 11 12 Tag ID Manufacturer/ Brand Fenestration Area (ft2) Orientation Chromogenic U-factor Source SHGC Source Fenestration Type Exterior Shading Devices Comments/Sp ecial Features 2060 -15 OWENS 12 0 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 2060 - 14 OWENS 12 0 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 2060 - 13 OWENS 12 0 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 5050 - 12 OWENS 25 0 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 5050 - 11 OWENS 25 0 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 4020 - 10 OWENS 8 90 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 6020 - 9 OWENS 12 90 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 2016 - 8 OWENS 3 180 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 1630 - 7 OWENS 4.5 180 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 2020 - 6 OWENS 4 180 No 0.39 NFRC 0.24 NFRC Window Standard bug screens Registration Number: 221-P010021037A-000-001-E01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20190501 Report Generated: 2023-05-16 14:51:47 CERTIFICATE OF INSTALLATION CF2R-ENV-01-E Fenestration Installation (Page 3 of 4) A. Fenestration/ Glazing Includes all Windows, Skylights, Greenhouse or Bay Windows and Glazed Doors.Note: If meeting Exception 1 to 150.1(c)3A, Installing <= 3 ft2 glass in door, it is assumed to meet the minimum required U-factor (0.30) and SHGC (0.23). If meeting Exception 1 to 150.1(c)3A, Installing <= 3 ft2 tubular skylight, it is assumed to meet the minimum required U-factor (0.55) and SHGC (0.30). Doors with greater than or equal to 25 percent glazing area are considered glazed doors and are treated as fenestration products 01 02 03 04 05 06 07 08 09 10 11 12 Tag ID Manufacturer/ Brand Fenestration Area (ft2) Orientation Chromogenic U-factor Source SHGC Source Fenestration Type Exterior Shading Devices Comments/Sp ecial Features 2020 - 5 OWENS 4 180 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 2020 - 4 OWENS 4 180 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 120100 - 3 OWENS 120 180 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 3080 -1 OWENS 24 270 No 0.39 NFRC 0.24 NFRC Window Standard bug screens 8080 -2 OWENS 64 270 No 0.39 NFRC 0.24 NFRC Window Standard bug screens B. Fenestration Installation 01 The U-factor of the installed windows for new construction and existing buildings must be equal to or less than those listed on the CF1R. 02 The SHGC of the installed windows for new construction and existing buildings must be equal to or less than those listed on the CF1R in climate zones 2, 4 and 8-15. For climate zones 1, 3, 5 and 16 there is no SHGC requirement. 03 Temporary labels are not to be removed until verified by the building inspector. 04 The fenestration product manufacturer's installation specifications shall be followed when installing these products. The space between the fenestration product and rough opening shall be completely filled with insulation. If batt insulation is used, it is cut to size and placed properly around the fenestration product. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20190501 Report Generated: 2023-05-16 14:51:47 CERTIFICATE OF INSTALLATION CF2R-ENV-01-E Fenestration Installation (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: //vfiORGO Company: MLC Building Performance Signature Date:2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: u„c6,34.3 yYe Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-E01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:51:47 Schema Version: rev 20190501 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 1 of 7) Project Name: 53620 AVENID OBREGON Enforcement Agency: City of La Quinta Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 Medium and light density SPF manufacturers claim various R-values per inch. In California the maximum R-value that can be claimed for ccSPF is an R-value of 5.8 per inch and for ocSPF is an R-value of 3.6 per inch unless documentation is provided showing that the product and/or manufacturer has a current ICC Evaluation Service Report (ESR) that shows compliance with Acceptance Criteria for Spray -Applied Foam Plastic Insulation (AC-377). Note: The Energy Standards Section 110.7 requires that 'all joints, penetrations and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather stripped, or otherwise sealed to limit infiltration and exfiltration.' In areas where spray foam (SPF) insulation is used, the SPF can be considered the air barrier. Other than rigid board insulation, all other forms of insulation are not considered as an air barrier. A. Roof/Ceiling Insulation 01 02 03 04 05 06 07 08 09 10 I.D. Manufacturer and Brand Assembly/Framin g Material Assembly Thickness (inches) Framing Size and Spacing Insulation Type ESR Number Core/Cavity Insulation R-value Insulation Depth (inches) Continuous Insulation R-value R-38 + R-15 GOODMAN Wood Framed Ceiling 15.12 R-9.1 / 2x4 Cellulose n/a 38 5.5 n/a Attic Roof(N) 1609 GOODMAN Wood Framed Ceiling 5.04 R-13.0 / 2x4 Cellulose n/a 15 5.5 n/a B. Wall Insulation 01 02 03 04 05 06 07 08 09 10 I.D. Manufacturer and Brand Assembly/Framin g Material Assembly Thickness (inches) Framing Size and Spacing Insulation Type ESR Number Core/Cavity Insulation R-value Insulation Depth (inches) Continuous Insulation R-value R-21 GOODMAN Wood Framed Walls 6.88 R-21 / 2x6 Cellulose n/a 21 5.5 n/a C. Mass Insulation This section does not apply to this project. Registration Number: 221-P010021037A-000-001-E03001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 Report Version: 2019.1.006 Schema Version: rev 20191201 HERS Provider: CaICERTS Report Generated:2023-05-16 14:53:03 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 2 of 7) D. Raised Floor Insulation This section does not apply to this project. E. Slab Floor/Perimeter Insulation (See Section F. For Insulation Requirements For Heated Slabs) This section does not apply to this project. F. Heated Slabs Insulation 01 All heated slabs shall be insulated as required by Section 110.8(g). Footings must meet required insulation levels. 02 Insulation shall be installed from the top of the slab, down 16 inches or to the frost line, whichever is greater. Climate zones 1-15 require R-5, and climate zone 16 requires R-10. 03 Alternatively, vertical insulation from top of slab at inside edge of outside wall down to the top of the horizontal insulation. Horizontal insulation from the outside edge of the vertical insulation extending 4 feet toward the center of the slab in a direction normal to the outside of the building in plain view. Climate zones 1-5 require R-5, and climate zone 16 requires R-10 vertical and R-7 horizontal. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. G. Minimum Mandatory Measures 01 Insulation - 110.8(a): All installed Insulation is certified and listed with Department of Consumer Affairs, "Standards for Insulating Material". 02 Insulation - 110.8(b): Urea formaldehyde foam insulation is protected by 4 mil polyethylene vapor retarder. 03 Insulation - 110.8(c): Flame spread and smoke density requirements of CBC are met. 04 Raised Floor - 150.0(d): All raised wood -frame floor have a minimum R-19 insulation or equivalent U-factor OS Slab Floor/Perimeter - 150.0(1): Water absorption rate for the insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and is protected from physical damage and UV light deterioration. 06 Above Grade Exterior Wall - 150.0(c)1 and 150.1(c)6: All 2x4 wood -frame walls have a minimum R-13 insulation or equivalent U-factor not exceeding U-0.102. 07 Above Grade Exterior Wall - 150.0(c)2 and 150.1(c)6: All 2x6 wood -frame walls have a minimum R-20 insulation or equivalent U-factor not exceeding U-0.071. 08 Ceiling/Rafter Roof - 150.0(a)1: All wood -frame ceiling have a minimum R-22 insulation or equivalent U-factor. Registration Number: 221-P010021037A-000-001-E03001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 Report Version: 2019.1.006 Schema Version: rev 20191201 HERS Provider: CaICERTS Report Generated: 2023-05-16 14:53:03 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 3 of 7) G. Minimum Mandatory Measures 09 Vapor Retarder - 150(g)1: In Climate Zones 1 through 16, the earth floor of unvented crawl space shall be covered with a Class I or Class II vapor retarder. This requirement shall also apply to controlled ventilation crawl space for buildings complying with the Exception to Section 150.0(d). 10 Vapor Retarder - 150(g)2: In Climate Zones 14 and 16, a Class I or Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. 11 Heated Slabs - 110.8(g): All heated slabs shall be insulated as required. • Insulation shall be installed from the top of the slab, down 16 inches or to the frost line, whichever is greater. Climate zones 1-5 require R-5, and climate zone 16 requires R-10. • Alternatively, vertical insulation from top of slab at inside edge of outside wall down to the top of the horizontal insulation. Horizontal insulation from the outside edge of the vertical insulation extending 4 feet toward the center of the slab in a direction normal to the outside of the building in plain view. Climate zones 1-5 require R-5, and climate zone 16 requires R-10 vertical and R-7 horizontal. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. H. Installed Insulation 01 Installed insulation R-values are the same or greater than listed on the CF1R. 02 OrNik No gaps or voids between the insulation and framing. 7 03 No gaps between the sides or ends of batt insulation. 04 Loose -fill insulation must be installed to the minimum installed weight per square foot (density) of the manufacturer's cut sheet for the proposed R-value. 05 Batt insulation is not compressed (no stuffing of the insulation into the cavity) and is installed to its full thickness. 06 Insulation is cut around obstructions such as electrical boxes. 07 Batt insulation is delaminated around all plumbing and electrical lines in ceilings, walls and floors. 08 Band joists are insulated to the same R-value as the wall. 09 In all narrow cavities the insulation shall be cut to fit or filled with expanding foam. 10 Insulation was installed per manufacturer instructions. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E03001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 Report Version: 2019.1.006 Schema Version: rev 20191201 HERS Provider: CaICERTS Report Generated: 2023-05-16 14:53:03 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 4 of 7) I. Wall Insulation 01 When allowed by manufacturer, low expanding foam shall be used to fill gaps and voids around windows and doors. If not, the cavity must be air tight and filled completely with insulation. Batt insulation must be cut to width. No stuffing allowed. 02 Install wall insulation before installing tubs, showers and fireplaces. 03 Electric panels on walls separating conditioned and unconditioned space are sealed and insulated behind the panel with rigid insulation or expanding foam. 04 All walls of interior closets vented to the outside for HVAC or water heating equipment have the same R-value and air barrier as the exterior walls and ceiling. Doors are insulated and weather stripped. 05 Ducting not allowed in exterior walls unless insulated to R6 or greater and the insulation and duct are not crushed. Ducting not allowed in 2x4 wall assemblies. 06 Corner channels, wall intersections, and double sided shear walls insulated to the required R-value before enclosing the wall. 07 Insulation that does not fill the cavity placed against exterior air barrier. 08 Band joists are insulated to the same R-value as the walls. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. J. Ceiling Roof Insulation 01 Insulation extends to the outside edge of the exterior top plates and is flush against any ventilation dams/baffles. 02 Insulation is in direct contact with ceiling, so there are no gaps between the ceiling and the insulation. 03 For chimneys and flues, the insulation is in contact with the sheet metal collar. 04 Can lights are covered with insulation to the same depth as required by the CF1R for ceiling insulation. If not an area weighted calculation is required to be turned in with this compliance document. 05 Walkways and mechanical platforms insulated to the same R-value as required for the ceiling. If not an area weighted calculation is required to be turned in with this compliance document. 06 Insulate soffits by adding an air barrier and cover with insulation, or insulate the entire soffit including floor and walls. 07 Knee walls and skylight shafts are insulated to the wall R-value and in full contact with the interior air barrier. If framing on these surfaces is laid flat batt insulation is cut to fit around the framing. Batt insulation is not allowed to be draped over the framing. Registration Number: 221-P010021037A-000-001-E03001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 Report Version: 2019.1.006 Schema Version: rev 20191201 HERS Provider: CaICERTS Report Generated: 2023-05-16 14:53:03 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 5 of 7) J. Ceiling Roof Insulation 08 Attic access doors insulated to the same R-value as ceiling. The insulation is permanently attached using adhesive or mechanical fasteners. 09 Attic access must be surrounded with a dam at least the same depth as the insulation to prevent loss of ceiling insulation. 10 Batt insulation cut to fit around cross bracings and truss webs in attic. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. K. Raised Floor Insulation 01 Insulation in full contact with subfloor. 02 Insulation hangers spaced at 18 inches or less, insulation hangers must not compress insulation. 03 If netting or mesh is used, the cavity under the floor is filled and in contact with the subfloor. 04 If the basement is conditioned the walls adjacent to the crawlspace must meet minimum wall R-value requirements. This includes framed stem walls, and vertical concrete retaining walls. r+ 05 If access to the crawl space is from the conditioned area, the raised floor must have an airtight insulated access hatch. 0 • 0 ,11.--, + The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. L. Floor Above Garage Insulation 01 Insulation must be in full contact with subfloor if the air barrier is at the band joist at the garage/house wall. 02 Insulation hangers spaced at 18 inches or less, insulation hangers must not compress insulation. 03 If netting or mesh is used, the cavity under the floor is filled and in contact with the subfloor. 04 If air barrier is at the perimeter of the garage, below conditioned subfloor, the insulation is placed on the garage ceiling. The perimeter of subfloor is also insulated. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E03001A-0000 Registration Date/Time: 2023-05-16 14:59:50 CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 HERS Provider: CaICERTS Report Generated: 2023-05-16 14:53:03 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 6 of 7) M. Cantilevered Floor Insulation 01 Insulation in full contact with cantilevered subfloor. Insulation hangers spaced at 18 inches or less, insulation hangers do not compress insulation. 02 If netting or mesh is used, the cavity under the floor is filled and in contact with the subfloor. 03 Sealed blocking is installed between joists where wall rim joist would be located in the absence of a cantilever. Insulation is placed on both sides of this block. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. N. Attached Porch Roof Insulation 01 The exterior insulated wall at the intersection with the porch roof is fully insulated above, below and behind the roof line. 02 Where truss framing is used, airtight blocking is at the top and bottom of each wall/roof section and insulated. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. � CaICERTS, Inc Registration Number: 221-P010021037A-000-001-E03001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance • Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:03 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-03-E Insulation Installation (Page 7 of 7) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: r e Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: .A.,a„Z,X,, e vre Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-E03001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:03 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-04-E Roofing Radiant Barrier (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: City of La Quinta Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. General Information 01 Construction Type Attic 02 Total Attic Area (ft2) 2000 03 Radiant Barrier Installed? No 04 Attic Space Ventilated or Unventilated? Ventilated 05 Minimum Ventilation Method of Compliance 1/150 Note: in order to comply with the 1/300 exception, a Class I or II vapor retarder is required to be installed in climate zone 14 and 16. B. Radiant Barrier This section does not apply to this project. C. Schedule of Lower Vents The Net Free Area (NFA) of a manufactured product is stated on the packaging or on the manufacturer's specification data sheet. For non -manufactured products, assume that the net free area is one third of the total aperture area. 01 02 03 04 Type of Vent For instance, eyebrow vent, eave vent, round vent NFA per vent (in2) (Manufacturer's Specification Sheet) Number of Vents Installed Total NFA Per Vent Type (in2) Eave vent 100 10 1000 Registration Number: 221-P010021037A-000-001-E04001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:54:09 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-04-E Roofing Radiant Barrier (Page 2 of 4) D. Schedule of Upper Vents The Net Free Area of a manufactured product is stated on the packaging or on the manufacturer's specification data sheet. For non -manufactured products, assume that the net free area is one third of the total aperture area. 01 02 03 04 Type of Vent (For instance, eyebrow vent, eave vent, round vent, ridge vent) NFA per vent (in2)/Per Linear Foot (Manufacturer's Specification Sheet) Number of Vents/Linear Feet Installed Total NFA Per Vent Type (in2) Eave vent 100 10 1000 E. Required Vent Area 01 Combined NFA of installed upper and lower vents (in2) 2000 02 Minimum required combined NFA of upper and lower vents (in2) 960 03 NFA of installed upper vents (in2) 1000 04 Minimum required NFA of upper vents (in2) 288 5 05 Compliance Statement Building complies ■ n C # F. Radiant Barrier - Additional Requirements This section does not apply to this project. G. Attic Ventilation - Additional Requirements Lower Vents 01 Lower vents are within one foot of the eave. Upper Vents 02 Upper vents are within three feet of the ridge. Vent Area Registration Number: 221-P010021037A-000-001-E04001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 Report Version: 2019.1.006 Schema Version: rev 20191201 HERS Provider: CaICERTS Report Generated: 2023-05-16 14:54:09 CERTIFICATE OF INSTALLATION CF2R-ENV-04-E Roofing Radiant Barrier (Page 3 of 4) G. Attic Ventilation - Additional Requirements 03 The NFA of upper vents must be within required NFA range of upper vents Note: per Exception to R806.2 of the CBC Title 24, Part2, Vol.2.5, if the net free ventilating area is less than 1:150, then the upper ventilation must be at least 40% and no more than 50%. Part 2 contains additional requirements that must be met if the area is less than 1:150. The responsible persons signature on this compliance document affirms that all applicable requirements in this table have been met. H. Roofing Products (Cool Roo ) Installation Information 01 02 03 04 05 06 07 08 09 10 11 12 Tag/ID g Roof Pitch CRRC Product ID Number Product t e yp CRRC Listed A ed Solar g Reflectance Installed Required Initial Solar Reflectance Aged Solar Reflectance Thermal Emittance SRI Aged Solar Reflectance Thermal Emittance SRI Attic (N) 1609 Roof pitch is < 2 :12 6549879 Asphalt shingles No 0.04 0.92 0.92 645444 0.74 0.9 I. Roofing Products (Cool Roof) - Additional Requirements 01 Any roof area covered by building integrated photovoltaic panels and solar thermal panels are exempt from the above Cool Roof requirements • 02 Liquid field applied coatings must comply with installation criteria from section 110.8(i)4 03 Mass roof 25 Ib/ftz or greater: Mass roofs are not required to have a cool roof even if the climate zone specifies minimum performance requirements The responsible persons signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E04001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:54:09 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-04-E Roofing Radiant Barrier (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: r e Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: .A.,a„Z,X,, e vre Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-E04001A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:54:09 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 1 of 5) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Air Barrier Materials 01 A continuous sealed exterior air barrier is required in all thermal envelope assemblies to limit air movement between unconditioned/ outside spaces and conditioned/ inside spaces, and must comply using one of the following methods: 1. Using individual materials that have an air permeance not exceeding 0.004 cfm/ft2 under a pressure differential of 0.3 in. w.g. (1.57 pcf) (0.02 L/s.m2 at 75 pa) when tested in accordance with ASTM E2178; or 2. Using assemblies of materials and components that have an average air leakage not to exceed 0.04 cfm/ft2 under a pressure differential of 0.3 in. w.g. (1.57 pcf) (0.2 L/s.m2 at 75 pa) when tested in accordance with ASTM E2357, ASTM E1677, ASTM E1680, or ASTM E283; or 3. Testing the complete building and demonstrating that the air leakage rate of the building envelope does not exceed 0.40 cfm/ft2 under a pressure differential of 0.3 in. w.g. (1.57 pcf) (2.0 L/s.m2 at 75 pa) when tested in accordance with ASTM E779 or an equivalent approved method. 02 Method of Compliance Method 1 (Individual Materials) Note. SPF insulation is an acceptable air barrier and sealant when installed to a minimum thickness of 2 inches for closed cell and 5.5 inches for open cell, except where not allowed by manufacturer (e.g. flues, vents, can lights, etc). The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. B. Raised Floor Adjacent to Unconditioned Space or Separate Dwelling Units 01 All gaps in the raised floor are sealed. 02 All chases sealed at floor level using a sealed hard cover. 03 All holes (e.g. for plumbing and electrical wires) that penetrate the floor or bottom plates of walls are sealed. 04 Subfloor sheathing is glued or sealed at all panel edges to create a continuous air tight subfloor air barrier. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. C. Walls Adjacent to Unconditioned Space 01 All penetrations through the exterior wall air barrier are sealed to provide an air -tight envelope to unconditioned spaces such as the outdoors, attic, garage and crawl space. 02 Exterior wall air barrier is sealed to the top plate and bottom plate in each stud bay. 03 All electrical boxes, including knockouts that penetrate the air barrier to unconditioned space are sealed. 04 All openings in top and bottom plate, including all interior and exterior walls, to unconditioned space are sealed; such as holes drilled for electrical and plumbing. 05 Exterior bottom plates (all stories) are sealed to the floor. Registration Number: 221-P010021037A-000-001-E21001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 14:53:27 CERTIFICATE OF INSTALLATION CF2R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 2 of 5) C. Walls Adjacent to Unconditioned Space 06 All gaps around windows and doors are sealed. The sealant used follows manufacturer specifications. 07 Rim joist gaps and openings are fully sealed. 08 Fan exhaust duct outlet/ damper at the exterior wall are sealed. 09 Knee walls have solid and sealed blocking at the bottom, top, left and right sides to prevent air movement into insulation. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. D. Ceiling Air Barrier Adjacent to Unconditioned Space 01 There is a continuous air barrier at the ceiling level. All openings into walls, drops, chases or double walls are sealed. 02 All penetrations through the top plate of interior and exterior walls are sealed. 03 Fire sprinklers penetrating a ceiling air barrier shall be sealed to prevent air movement according to the manufacturer's instructions. 04 All fixtures cut into the ceiling air barrier (e.g. HVAC registers, electrical boxes, fire alarm boxes, exhaust fan housing, and recessed lighting fixtures) are sealed to the surrounding dry wall. If it is not possible to seal the fixture directly, a secondary air barrier shall be created around the fixture. 05 All installed recessed lighting fixtures that penetrate the ceiling to unconditioned space are rated to be Insulation Contact and Airtight (IC and AT) which allow direct contact with insulation. 06 All dropped ceiling areas are covered with hard covers that are sealed to the framing, or else the bottom and sides of dropped ceiling areas are all insulated and sealed as ceilings and walls as required on the Certificate of Compliance. 07 All vertical chases (e.g. HVAC ducts and plumbing) and soffits are sealed at the ceiling level. 08 Chimneys and flues require sheet metal flashing at the ceiling level. The flashing shall be sealed to the chimney/flue with fire rated caulk. The flashing shall be sealed to the surrounding framing. 09 Framing locations where air may move down into the walls from the attic (e.g. double walls, pocket doors, architectural bump -outs, etc) have a sealed hard cover to prevent air movement. 10 Attic access forms an airtight seal between the conditioned space and unconditioned space. Vertical attic access requires mechanical compression using screws or latches. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. E. Roof Air Barrier - Unvented Attics Adjacent to Unconditioned Space 01 There is a continuous air barrier at the roof deck and gable ends. 02 Chimneys and flues require sheet metal flashing at the roof deck. The flashing shall be sealed to the chimney/flue with fire rated caulk. The flashing shall be sealed to the surrounding framing. 03 All penetrations in the roof deck and gable ends for plumbing, electrical, etc. are sealed. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E21001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 14:53:27 CERTIFICATE OF INSTALLATION CF2R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 3 of 5) F. Conditioned Space Above Or Adjacent To Garage Air Barrier 01 All penetrations in the subfloor above the garage into conditioned space must follow the raised floor air barrier requirements above. 02 Infiltration between the space above the garage and subfloor is prevented by one of the following methods: • Seal all edges of garage ceiling (typically drywall) at the perimeter of the garage to create a continuous air tight surface between the garage and adjacent conditioned envelope. Seal all plumbing, electric and mechanical penetrations between the garage and the adjacent conditioned space. For an open -web truss, airtight blocking is added on four sides of the garage perimeter. Insulation can be placed on the garage ceiling. • Seal the band joist above the wall at the garage to conditioned space transition. Seal all subfloor seams and penetrations between the garage and adjacent conditioned space. Insulation must be placed in contact with the subfloor below the conditioned space. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. G. Cantilevered Floor Air Barrier 01 Airtight blocking is installed between joists where the wall rim joist would have been located in the absence of a cantilever. 02 Exterior sheathing is installed to the bottom of the cantilever so that there is a continuous air and weather barrier for the cantilever. The cantilevered joist must be insulated to the same R value as would be required for the subfloor prior to closing. 03 Any gaps, cracks or penetrations in the air barrier of the cantilever are sealed. Recessed can lights in the cantilever are IC and AT and properly sealed to the sheathing. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. H. Walls For Attached Porch, Attic, Double Wall Air Barrier 01 An exterior wall air barrier is required at the intersection of the porch and exterior wall when there is conditioned space on the other side. The exterior wall includes an air barrier where the attic attaches to the conditioned space. 02 Truss framing blocking is used at the top and bottom of each wall/ roof section. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. I. Air Barriers in Multifamily Dwellings 01 Each dwelling unit must be sealed to stop air movement between dwelling units. Treat adjacent dwelling units as unconditioned space for air sealing. 02 All penetrations through the floor and ceiling of each dwelling unit are sealed including, electric and gas utilities, water pipes, drain pipes, fire protection service pipes, and communication wiring. 03 Elevator penthouse, mechanical penthouse, stairwell doors, roof access hatches, and plumbing stacks that separate conditioned and unconditioned space are all sealed. 04 Vertical chases for garbage chutes, elevator shafts, HVAC ducting and plumbing shall be treated as unconditioned space for sealing. 05 Common hallways shall be treated as unconditioned space for sealing. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E21001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:27 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 4 of 5) J. Special Requirements for SIPs 01 SIPs are considered an air barrier when properly sealed at top, bottom, sides and all penetrations. 02 Air barrier is continuous across all surfaces, including between SIPs and non -SIP sections. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. K. Special Requirements for ICF 01 ICF sections are considered an air barrier when properly sealed at top, bottom, sides and all penetrations. 02 Air barrier is continuous across all surfaces, including between ICF and non-ICF sections. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E21001A-0000 CaICERTS, Inc HERS PROVIDER 4111 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:27 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 5 of 5) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %Oaeluro- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_2,=a^Z ,1nyYe Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-E21001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:27 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-22-H QII - Insulation Installation (Page 1 of 5) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Insulation Materials Installed 01 Roof Deck Insulation Material Installed Batt and Blanket 02 Ceiling Insulation Material Installed Batt and Blanket 03 Exterior Wall Insulation Material Installed Batt and Blanket 04 Raised Floor Insulation Material Installed Batt and Blanket 05 Slab Edge Insulation Material Installed Batt and Blanket B. All Surfaces 01 Air barrier installation and preparation for insulation was done and verified prior to insulation being installed. 02 All surfaces between conditioned and unconditioned space are sealed and insulated to meet or exceed the levels specified on the Certificate of Compliance 03 All structural framing areas shall be insulated in a manner that resists thermal bridging through the assembly separating conditioned from unconditioned space. Structural bracing, tie -downs, and framing of steel, or specialized framing used to meet structural requirements of the CBC are allowed and must be insulated. These areas shall be called out on the building plans with diagrams and/ or specified design drawings indicating the R-value of insulation and fastening method to be used. 04 All insulation was installed according to the manufacturer's installation instructions. 05 Labels or specification/ data sheets for each insulation material shall be provided to the HERS rater. Loose -fill material includes insulation material bag labels or coverage charts. 06 Loose -fill insulation - the installed depth and density of insulation is verified in at least 6 random locations to ensure that the minimum thickness and installed density meet R-value specified on the Certificate of Compliance, and are consistent with the manufacturer's coverage chart. 07 If kraft paper faced insulation is used, paper is installed on the conditioned (warm in winter) side of surface. Paper must be in contact with air barrier to within 2" framing (stud, joists, etc.). The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. C. Raised Floor Adjacent to Unconditioned Space 01 Insulation is in full contact with the subfloor. 02 Insulation hangers are spaced at 18 inches or less. Insulation hangers do not compress insulation. 03 Netting, or mesh, can be used if the cavity under the floor is filled and in contact with the subfloor. 04 When daylight basements are adjacent to crawlspaces, if the basement is conditioned the walls adjacent to the crawlspace are insulated to the R-value listed on the Certificate of Compliance. This includes framed stem walls, and vertical concrete retaining walls. Registration Number: 221-P010021037A-000-001-E22001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 14:54:30 CERTIFICATE OF INSTALLATION CF2R-ENV-22-H QII - Insulation Installation (Page 2 of 5) C. Raised Floor Adjacent to Unconditioned Space 05 If access to the crawlspace is from the conditioned area the raised floor includes an airtight insulated access hatch. Where possible locate crawl space access on the exterior. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. D. Walls Adjacent to Unconditioned Space 01 Insulation quality was verified prior to the installation of the interior air barrier (typically gypsum board). 02 Loose -fill and batt insulation is in contact with all six sides of wall cavities (top, bottom, back, left, right, front [to be installed later]) with no gaps, voids or compression. Special Situation: Where framing depth is greater than required insulation thickness (e.g., double walls or framed bump -outs) a secondary air barrier shall be installed and in contact with the insulation, so that the insulation fills the cavity formed by the additional air barrier. 03 Insulation fits snuggly around obstructions (e.g., electrical boxes, plumbing and wiring) with no gaps, voids or compression. 04 Structural metal tie -downs and shear panels are insulated between exterior air barrier and metal. 05 Hard to access wall stud cavities, such as corner channels or wall intersections, are insulated to the proper R-value prior to the installation of exterior sheathing or exterior stucco lathe. 06 Insulation and interior air barrier are installed behind tub, shower, fireplace enclosures and stairwells to the R-value listed on the Certificate of Compliance when located against exterior walls. 07 All single -member window and door headers shall be insulated to a minimum of R-3 for a 2x4 framing, or equivalent width, and a minimum of R-5 for all other assemblies. No header insulation is required for single -member headers that are the same width as the wall, provided that the entire wall has at least R-2 insulation. 08 After insulation is installed: All insulated walls have interior and exterior air barriers, including kneewalls and walls of skylight wells. Exception: Rim joists. Interior air barrier (typically gypsum board) is sealed to top plate. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. E. Ceiling Adjacent to Unconditioned Space 01 Insulation extends to the outside surface of the exterior wall. 02 Insulation is in direct contact with the ceiling air barrier so there are no gaps, voids or compression. 03 Chimneys and flues (except zero clearance) have a sheet metal collar at the ceiling level to prevent contact with the insulation. The collar is at least as tall as the depth of the insulation. There is a minimum 1" clearance between the collar and the chimney/flue for double wall vent, and 6" for single wall vent, unless manufacturer's instructions require otherwise. The collar is sealed to the ceiling with high temperature sealant to prevent air leakage. The insulation is in contact with the sheet metal collar. 04 Recessed can lights penetrating the ceiling air barrier are covered with insulation to the depth needed to meet the ceiling R-value specified on the Certificate of Compliance. 05 External surfaces of steel studs, steel -framed kneewalls, skylight shafts, and gable ends are covered with insulation. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E22001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:54:30 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-22-H QII - Insulation Installation (Page 3 of 5) F. Cei ing Insulation in Vented Attics 01 Required eave ventilation shall not be obstructed. The net -free ventilation area of the eave vent is maintained. 02 Eave vent baffles and dams are installed to prevent air movement under or into the ceiling insulation. 03 Attic access is insulated to the same R-value required by the Certificate of Compliance for ceiling insulation and the insulation is permanently attached using adhesive or mechanical fasteners. 04 Attic access must have a dam around the access to at least the same depth as the insulation. 05 Attic rulers specified to the installed loose -fill material (brand and type) are installed and evenly distributed throughout the attic to verify depth (one ruler for every 250 ft2). The rulers are clearly readable and scaled to read inches of insulation and the R-value installed. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. G. Insulation in unvented Attics 01 The roof sheathing is the air barrier and is sealed to prevent air movement to the outside. 02 Insulation is in full contact with the air barrier (roof sheathing). 03 If insulated using air permeable insulation, gable end walls are sealed and insulated the same as exterior walls, including interior air barrier. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. H. Insulation in Vented Attics (High Performance Vented Attics) 01 Insulation is in full contact with roof sheathing and firmly supported to prevent sagging. 02 Batt insulation between roof trusses is acceptable with minimal gaps and voids caused by roof truss members. 03 Insulation is not required on gable end walls. 04 Required roof deck insulation over any conditioned space, or HVAC ducts, is installed on the entire attic roof deck; even over unconditioned spaces (e.g., garage, covered porch). Roof deck of attic over unconditioned space without HVAC ducts and separated from other attics by a sealed air barrier do not need to be insulated. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. I. Special Requirements for Skylight Shafts and Attic Knee Walls 01 Insulation must meet all the requirements for walls and insulation is in contact with the air barrier on all six sides unless SPF is used. 02 Insulation shall be in full contact with the interior wall finish. Batt insulation must be cut to fit around 2x4's that are laid flat. 03 Skylight shafts and attic knee walls shall be completely enclosed by vertical and horizontal framing, including horizontal plates at the top and bottom of the insulation. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E22001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:54:30 Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-ENV-22-H QII - Insulation Installation (Page 4 of 5) J. Special Requirements for Floors Above Garages 01 If the air barrier is at the perimeter of the garage below the conditioned subfloor, then the insulation may be placed on the garage ceiling. The perimeter of the subfloor must also be insulated. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. K. Special Requirements for Cantilevered Floors 01 Sealed blocking shall be installed between joists where the wall rim joist would have been located in the absence of a cantilever. Insulation shall be placed on both sides of the block. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. L. Special Requirements for Attached Porches 01 Exterior wall at the intersection of the porch roof is fully insulated above, below and behind the roof line. 02 Where truss framing is used, airtight blocking is used at the top and bottom of each wall/ roof section and is insulated. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. M. Special Requirements for SPF Insulation 01 Installed product meets the claimed R-value per inch. Non-standard values are supported by an ICC Evaluation Service Report (ESR) number (e.g., ESR-xxxx) and documented on the CF2R-ENV-03. Non-standard values are anything greater than R-5.8/inch for closed cell and R-3.6/inch for open cell. 02 Installed thickness meets the required R-value from the Certificate of Compliance. Verified in at least 6 random places for each surface type: floors, walls and ceilings. 03 Insulation is spray applied to fully adhere to structural assembly framing, floor and ceiling joists, and other framing surfaces within the construction cavity. 04 If multiple layers are applied, each foam lift (e.g., spray application) adheres to the substrate and foam interfaces. 05 Closed cell SPF: In area where an air barrier is required the foam is at least 2" thick. 06 Open cell SPF: In area where an air barrier is required the foam is at least 5.5" thick. 07 Open cell SPF: Depressions in the foam insulation are not greater than 1/2" of the required thickness provided these depressions do not exceed 10% of the surface area being insulated. 08 Open cell SPF: Insulation completely fills cavities of 2x4 framing. 09 SPF insulation is not applied directly to recessed lighting fixtures unless specifically allowed by manufacturer's instructions. when not allowed, can lights are: A. Covered with a minimum of 1.5" of mineral fiber insulation or B. Enclosed in a manufacturer's approved box fabricated from an approved material, such as 18 gauge sheet metal or 1/2" gypsum board. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E22001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 14:54:30 CERTIFICATE OF INSTALLATION CF2R-ENV-22-H QII - Insulation Installation (Page 5 of 5) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %Oaeluro- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_2,=a^Z ,1nyYe Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-E22001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:54:30 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-LTG-01-E Lighting Single Family Dwellings (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Installed Lighting and Controls Select Yes or No according to whether your work on the project includes each of the following types of lighting and controls. See sections B through H for applicable requirements. 01 High Efficacy luminaires installed in any interior rooms. (See Section B.) No 02 JA8 compliant luminaires and controls installed in any interior rooms. (See Section B.) No 03 Recessed downlight luminaires in ceilings in any interior room (See Section C). No 04 Screw -based luminaires installed in any interior rooms (See Section D.) No 05 Enclosed or recessed luminaires installed in any interior room (See Section D). No 06 Lighting and controls in bathrooms (See Section E.) No 07 Lighting and controls in laundry rooms (See Section E.) No 08 Lighting and controls in utility rooms (See Section E.) No 09 Lighting and controls in garage (See Section E.) No 10 Outdoor lighting and controls (See Section H.) No 11 Blank electrical boxes installed more than 5 feet from finished floor. (See Section F.) No 12 Internally illuminated address signs. (See Section G.) No B. High Efficacy Luminaires and Controls This section does not apply to this project. C. Recessed Downlight Luminaires in Ceilings This section does not apply to this project. D. Additional Luminaire Requirements This section does not apply to this project. Registration Number: 221-P010021037A-000-001-L01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:14 Schema Version: rev 20200401 CERTIFICATE OF INSTALLATION CF2R-LTG-01-E Lighting Single Family Dwellings (Page 2 of 3) E. Additional Lighting Controls This section does not apply to this project. F. Blank Electrical Boxes This section does not apply to this project. G. Address Signs This section does not apply to this project. H. Single Family Outdoor Lighting This section does not apply to this project. Registration Number: 221-P010021037A-000-001-L01001A-0000 CaICERTS, Inc HERS PROVIDER Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:14 2019 Residential Compliance Schema Version: rev 20200401 CERTIFICATE OF INSTALLATION CF2R-LTG-01-E Lighting Single Family Dwellings (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %Oaeluea- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_>q,,,,,,,c6—I;,yYe Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-L01001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:53:14 2019 Residential Compliance Schema Version: rev 20200401 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 1 of 9) Project Name: 53620 AVENID OBREGON Enforcement Agency: City of La Quinta Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. General Information 01 Dwelling Unit Name 53620 AVENIDA OBREGON 02 Climate Zone 15 03 Dwelling Unit Total Conditioned Floor Area (ft2) 1609 04 Number of Space Conditioning Systems in this dwelling unit. 1 05 Certificate of Compliance Type Performance (CF1R-PRF) 06 Method Used to Calculate HVAC Loads ASHRAE Handbook 07 Calculated Dwelling Unit Sensible Cooling Load (Btu/h) 48000 08 Calculated Dwelling Unit Heating Load (Btu/h) 48000 09 Dwelling Unit Number of Bedrooms 3 1al% mom f MCH-01a - Space Conditioning Systems Ducts and Fans - For use with Performance Certificate of Compliance 1 B. Design Space Conditioning (SC) System Component Specifications from CF1R This table reports the space conditioning system features that were specified on the registered CF1R-PRF compliance document for this project. 01 02 03 04 05 06 07 08 09 10 11 SC System ID/Name from CF1R SC System Type Heating System Type Cooling System Type Central Fan Ventilation Cooling System Type Distribution System Type Required Thermostat Type Low Leakage Air -Handling Unit (LLAHU) Status Bypass Duct Status Cooling Zoning Type Cooling System Compressor Speed System 1 Heating and cooling system other Central gas furnace Central split AC n/a Unconditioned attic Setback No, credit is not taken No Bypass Duct Not Zonal Single Speed Notes: Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 Report Generated: 2023-05-16 15:00:09 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 2 of 9) C. Design Space Conditioning (SC) System Compliance Requirements from CF1R This table reports the space conditioning system features that were specified on the registered CF1R-PRF compliance document for this project. 01 02 03 04 05 06 07 08 09 10 11 12 SC System ID/ Name from CF1R Heating Efficiency Type Minimum Heating Efficiency Value (%) Heat Pump Heating Capacity at 47 °F Heat Pump Heating Capacity at 17 °F Minimum Cooling Efficiency SEER Minimum Cooling Efficiency EER/CEER Minimum Cooling System Airflow Rate (CFM/ton) Maximum Fan Efficacy (W/CFM) Modeled Duct R-Value Central Fan Ventilation Cooling Airflow Central Fan Ventilation Cooling Fan Efficacy System 1 AFUE 94 n/a n/a 15 12.5 358 0.45 R-8 n/a n/a Notes: D. Installed Space Conditioning (SC) System Component Information 01 02 03 04 05 06 07 08 09 10 SC System ID/ Name from CF1R SC System Description of Area Served Conditioned Floor Area Served by the System (ft2) Heating System Type Cooling System Type Number of Indoor Units for this I System Distribution System Type SC System Thermostat Type Cooling Zoning Type Cooling System Compressor Speed Type System 1 Location 1 1609 Central gas furnace Central split AC 1 Unconditioned attic Setback Not Zonal Single Speed Notes: E. Installed Heating System Equipment Information (not heat pumps) 01 02 03 04 05 06 07 08 09 10 11 SC System ID/ Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Does Indoor Unit Provide CFI IAQ Ventilation? Indoor Unit Duct Status Heating Efficiency Type Heating Efficiency Value (%) Heating Unit Manufacturer Heating Unit Model Number Heating Unit Serial Number Rated Heating Capacity, Output (Btu/h) System 1 Location 1 Location 1 No Ducted > 10ft length AFUE 96 Amanna ARUF49C14 2209413065 49000 Notes: Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 Report Generated: 2023-05-16 15:00:09 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 3 of 9) F. Installed Cooling System Outdoor Condensing Unit or Package Unit Equipment Information (not heat pumps) 01 02 03 04 05 06 07 08 09 10 SC System ID/Name from CF1R SC System Description of Area Served Cooling Efficiency SEER Cooling Efficiency EER/CEER Condenser or Package Unit Manufacturer Condenser or Package Unit Model Number Condenser or Package Unit Serial Number System Cooling Capacity at Design Conditions (Btu/h) Condenser Nominal Capacity (ton) Condenser Rated Cooling Capacity (Btu/h)) System 1 Location 1 15 12.5 AMANNA GSZ140481 2209278534 48000 4 48000 Notes: G. Installed Split System Indoor Unit ( Coil or Fan Coil) Equipment Information - applicable to DX or hydronic heating or cooling, coils and fan coil units. Systems with more than one indoor unit coil or fan coil unit (e.g. multi -split systems) shall provide information for each of the system indoor coils or fan coil units. 01 02 03 04 05 06 07 08 09 10 SC System ID/ Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Indoor Unit Type Indoor Unit Duct Status Does Indoor Unit Provide CFI IAQ Ventilation? Indoor Unit Manufacturer Indoor Unit Model Number Indoor Unit Serial Number Indoor Unit Nominal Cooling Capoacity ( ) System 1 Location 1 Location 1 HP Coil Ducted > 10ft length No NA NA NA Value not required Notes: H. Installed Heat Pump System - Split System Condensing Unit or Package Unit Equipment Information This section does not apply to this project. I. Installed Heat Pump System -Efficiency and Performance Compliance Information This section does not apply to this project. Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:09 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 4 of 9) J. Installed Duct System Information 01 02 03 04 05 06 07 08 09 10 11 12 13 14 SC System ID/ Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Supply Duct Location Supply Duct R-Value Return Duct Location Return Duct R-Value Exception from Min R-Value Method of compliance with Airflow and Fan Efficacy Req's in 150.0(m)13 Bypass Duct Status Number of Air Filter Devices on Indoor Unit Can Approved Airflow Protocols be used to test this System? Can Approved Fan Efficacy Protocol be used to test this System? Total Duct Length System 1 Location 1 Location 1 Uncondition edAttic R8 Uncondition edAttic R8 NoException HERS_FanEff icacyAirflow Rate 0 1 Yes Yes DuctsGT10F t K. Installed Air Filter Device Information Mandatory requirements for air filter devices are specified in Section 150.0(m)12. The installer shall place a sticker in or near the filter grille displaying the filter grille/rack design airflow rate and the maximum allowed clean filter pressure drop at the design airflow rate. This will inform the occupant of the airflow vs pressure drop performance required for replacement air filters. 01 02 03 04 05 06 07 08 09 10 11 12 13 SC System ID/ Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Air Filter Device Name or Description of Area Served Air Filter Device Type Design Airflow Rate for Air Filter Device (cfm) Air Filter Nominal Depth (inch) Air Filter Nominal Length (inch) Air Filter Nominal Width (inch) Air Filter Calculated Nominal Face Area (inch2) Air Filter Required Minimum Face Area 2 (inch) Face Area Compliance Design Allowable Pressure Drop for Air Filter Device (inch W.C.) System 1 Location 1 Location 1 Air Filter 1 Duct Mounted 1 1 1 1 1 0.96 Complies 0.1 Notes: L. Air Filter Device Requirements 01 The system shall be designed to ensure that all recirculated air and all outdoor air supplied to the occupiable space is filtered before passing through the system's thermal conditioning components. Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 Report Generated: 2023-05-16 15:00:09 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 5 of 9) L. Air Filter Device Requirements 02 The system shall be designed to accommodate the clean -filter pressure drop imposed by the system air filter device(s). The design airflow rate and maximum allowable clean -filter pressure drop at the design airflow rate applicable to each air filter shall be determined by the system designer. The system installer shall affix a sticker/label to each system air filter grille/rack location that discloses the filter's design airflow rate and the filter's maximum allowable clean -filter pressure drop at the design airflow rate. The sticker/labels shall be permanently affixed to the air filter grille/rack, readily legible, and visible to a person replacing the air filter. 03 All system air filter devices shall be located and installed in such a manner as to allow access and regular service by the system owner. 04 The system shall be provided with air filter media having a designated efficiency equal to or greater than MERV 13 when tested in accordance with ASHRAE Standard 52.2, or a particle size efficiency rating equal to or greater than 50% in the 0.30 to 1.0 µm range and equal to or greater than 85 percent in the 1.0 - 3.0 µm range when tested in accordance with AHRI Standard 680. 05 The system shall be provided with air filters that have been labeled by the manufacturer to disclose efficiency and pressure drop ratings that conform to the efficiency and pressure drop requirements for the air filter grilles/racks.. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met M. HERS Verification Requirements For Duct Systems 01 02 03 04 05 06 07 08 09 10 SC System ID/ Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served MCH-20 Duct Leakage Test MCH-21 Duct Location Verification MCH-22 AHU Fan Efficacy ( / W cfm ) MCH-23 AHU Airflow Rate (cfm/ton) MCH-28 Return Duct Design Table 150.0-B or C MCH-29 Supply Duct Surface Area R-Value Buried Ducts MCH30 Central Fan Ventilation Cooling Credit System 1 Location 1 Location 1 Yes No Yes Yes No No No Notes: Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:09 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 6 of 9) N. HERS Verification Requirements For Space Conditioning Equipment 01 02 03 04 05 SC System ID/ Name from CF1R SC System Description of Area Served MCH-25 Refrigerant Charge MCH-26 Rated SC System Equipment Verification MCH-33 VCHP Compliance Credit System 1 Location 1 Yes Yes No Notes: CaICERTS, Inc HERS PROVIDER Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: II 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:09 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 7 of 9) O. Space Conditioning Systems, Ducts and Fans -Mandatory Requirements and Additional Measures Additional mandatory requirements from Section 150.0 that are not listed here may be applicable to some systems. These requirements may be applicable to only newly installed equipment or portions of the system that are altered. Existing equipment may be exempt from these requirements. Heating Equipment 01 Equipment Efficiency: All heating equipment must meet the minimum efficiency requirements of Section 110.1 and Section 110.2(a) and the Appliance Efficiency Regulations. 02 Controls: All unitary heating systems, including heat pumps, must be controlled by a setback thermostat. These thermostats must be capable of allowing the occupant to program the temperature set points for at least four different periods in 24 hours. See Sections 150.0(i), 110.2(b). 03 Sizing: Heating load calculations must be done on portions of the building served by new heating systems to prevent inadvertent undersizing or oversizing. See sections 150.0(h)1 and 2). 04 Furnace Temperature Rise: Central forced -air heating furnace installations must be configured to operate at or below the furnace manufacturer's maximum inlet -to -outlet temperature rise specification. See Section 150.0(h)4. 05 Standby Losses and Pilot Lights: Fan -type central furnaces may not have a continuously burning pilot light. Section 110.5 and Section 110.2(d). Cooling Equipment 06 Equipment Efficiency: All cooling equipment must meet the minimum efficiency requirements of Section 110.1 and Section 110.2(a) and the Appliance Efficiency Regulations. 07 Refrigerant Line Insulation: All refrigerant line insulation in split system air conditioners and heat pumps must meet the R-value and protection requirements of Section 150.0(j)2 and 3, and Section 150.0(m)9. 08 Condensing Unit Location: Condensing units shall not be placed within five (5) feet of a dryer vent outlet. See Section 150.0(h)3A. 09 Liquid Line Filter Drier: A liquid line filter drier shall be installed according to the manufacturer's specifications 150.0(h)3B 10 Sizing: Cooling load calculations must be done on portions of the building served by new cooling systems to prevent inadvertent undersizing or oversizing. See Section 150.0(h)1 and 2. Air Dist ibution System Ducts, Plenums and Fans 11 Insulation: The minimum duct insulation value is R-6. Note that higher values may be required by the prescriptive or performance requirements. See Section 150.0(m)1. 12 Connections and Closures: All installed air -distribution system ducts and plenums must meet the requirements of CMC Sections 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006: Supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0, otherwise a minimum of R-4.2 is allowed if the system is enclosed entirely in conditioned space as confirmed through field verification and diagnostic testing in accordance with the requirements of Reference Residential Appendix RA3.1.4.3.8. Exceptions for ducts in interior wall cavities or exposed ducts entirely in conditioned space are specified in Section 150.0(m)1B. Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 Report Generated: 2023-05-16 15:00:09 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 8 of 9) O. Space Conditioning Systems, Ducts and Fans -Mandatory Requirements and Additional Measures Additional mandatory requirements from Section 150.0 that are not listed here may be applicable to some systems. These requirements may be applicable to only newly installed equipment or portions of the system that are altered. Existing equipment may be exempt from these requirements. Heat Pump Thermostat 13 A thermostat shall be installed that meets the requirements of Section 110.2(b) and Section 110.2(c). 14 The thermostat shall be installed in accordance with the manufacturers published installation specifications 15 First stage of heating shall be assigned to heat pump heating. 16 Second stage back up heating shall be set to come on only when the indoor set temperature cannot be met. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. L4•�RTS, Inc. HERS PROVIDER Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:09 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-01-E Space Conditioning Systems, Ducts, and Fans (Page 9 of 9) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: //0fiORClise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_>q,,,,,,,c6—1;,cyre Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road CSLB License: City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:09 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-20-H Duct Leakage Diagnostic Test (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. System Information 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Location or Area Served Location 1 03 Indoor Unit Name or Description of Area Served Location 1 04 Building Type from CF-1R Single family 05 Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Credit from CF1R? No, credit is not taken 06 Verified Low Leakage Air Handling Unit Credit from CF1R? No, credit is not taken 07 Duct System Compliance Category New 08 Portions of Duct Located in Garage? No 09 Is the system type Small Duct High Velocity (SDHV) ? No MCH-20a - Completely New Duct System B. Duct Leakage Diagnostic Test 01 Air Handling Unit Airflow (AHU Airflow) Determination Method Cooling system method 02 Condenser Nominal Cooling Capacity (ton) 4 03 Indoor Unit Nominal Cooling Capacity n/a 04 Heating Capacity (kBtu/h) n/a 05 Conditioned Floor Area Served by this HVAC System (ft2) n/a 06 Measured AHU Airflow (cfm) n/a 07 Duct Leakage Test Conditions Test final 08 Duct Leakage Test Method Total leakage 09 Leakage Factor 0.05 10 Calculated Target Allowable Duct Leakage (cfm) 80 11 Actual Duct Leakage Rate from Leakage Test Measurement (cfm) 36 12 Compliance Statement System passes leakage test Registration Number: 221-P010021037A-000-001-M 20001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 Report Generated: 2023-05-16 15:00:13 CERTIFICATE OF INSTALLATION CF2R-MCH-20-H Duct Leakage Diagnostic Test (Page 2 of 3) C. Additional Requirements for Compliance 01 System was tested in its normal operation condition. No temporary taping allowed. 02 Outside air (OA) duct connections to the central forced air duct system shall not be sealed/taped off during duct leakage testing. OA ducts used for Central Fan Integrated (CFI) Indoor Air Quality ventilation systems, or Central Fan Ventilation Cooling Systems, that utilize dampers that open only when OA is required and automatically close when OA is not required, may configure the OA damper to the closed position during duct leakage testing. 03 All supply and return register boots were sealed to the drywall. 04 Building cavities were not used as plenums or platform returns in lieu of ducts. 05 If cloth backed tape was used it was covered with Mastic and draw bands. 06 All connection points between the air handler and the supply and return plenums are completely sealed. Visual Inspection at Final Construction Stage (applicable if system was tested at rough -in). After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed 07 For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. 08 If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. 09 Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-M 20001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:13 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-20-H Duct Leakage Diagnostic Test (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 20001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:13 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-23-H Space Conditioning System Airflow Rate (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Ducted Cooling System Information 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Description of Area Served Location 1 03 Indoor Unit Name Location 1 04 System Installation Type New 05 Nominal Cooling Capacity (tons) 4 06 Condenser Speed Type Single Speed 07 Cooling System Zonal Control Type Not Zonal 08 Central Fan Integrated (CFI) Ventilation System Status Not a CFI system 09 System Bypass Duct Status No Bypass Duct 10 Date of System Airflow Rate Measurement 2023-05-11 11 Airflow Rate Protocol Utilized RA3.3 procedures for airflow rate measurement 12 Central Fan Ventilation Cooling System Status Not a CFVCS B. Hole for the placement of a Static Pressure Probe (HSPP), and Permanently Installed Static Pressure Probe (PSPP) in the Supply Plenum. Procedures for installing HSPP or PSPP are specified in RA3.3.1.1. 01 Method Used to Demonstrate Compliance with the HSPP/PSPP Requirement HSPP installed and labeled consistent with Figure RA3.3-1 C. Airflow Rate Measurement Apparatus and Procedure Information Instrument Specifications are given in RA3.3.1.1, and system airflow rate measurement apparatus information is given in RA3.3.2. 01 Airflow Rate Measurement Type used for this airflow rate verification. Traditional Flow Capture Hood according to procedure in RA3.3.3.1.4 02 Manufacturer of Airflow Measurement Apparatus ALNOR 03 Model number of Airflow Measurement Apparatus 371 04 Certification Status of the Airflow Measurement Apparatus Accuracy Certified by Manufacturer and listed on CEC Website at http://www.energy.ca.gov/title24/equipment_cert/ama_fas/index. html MCH-23a Forced Air System Airflow Rate Measurement - Newly Installed Non -Zoned Systems or Zoned Multi -Speed Compressor Registration Number: 221-P010021037A-000-001-M 23001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 15:00:20 CERTIFICATE OF INSTALLATION CF2R-MCH-23-H Space Conditioning System Airflow Rate (Page 2 of 3) D. Forced Air System Airflow Rate Measurement The procedures for System Airflow Rate Verification are specified in Reference Residential Appendix RA3.3. 01 Required Minimum System Airflow Rate (cfm/ton) 358 02 Required Minimum System Airflow Target (cfm) 1432 03 Actual System Airflow Rate Measurement (cfm) 1521 04 Compliance Statement: System airflow rate complies E. Additional Requirements 01 Air filters that meet the applicable requirements of Standards Section 150.0(m)12 or 150.0(m)13 were properly installed in the system during system air flow rate measurement identified on this Certificate of Installation. 02 The airflow rate measurement apparatus used to perform the airflow rate measurement identified on this Certificate of Installation was calibrated in accordance with the apparatus manufacturer's specifications and conforms to the instrumentation specifications given in RA3.3.1. 03 A visual inspection shall confirm that bypass ducts that deliver conditioned supply air directly to the space conditioning system return duct airflow are not used on newly constructed zonally controlled systems unless the Performance Certificate of Compliance indicates an allowance for use of a bypass duct. When a bypass duct is accounted for on the Performance Certificate of Compliance, the airflow rate shall conform to the specifications listed on the Certificate of Compliance. 04 All registers were fully open during the diagnostic test. 05 System fan was set at maximum speed during the diagnostic test. 06 If fresh air duct is part of the HVAC system it was not closed during the diagnostic test. 07 Airflow rate and fan watt draw shall be simultaneous measurements when used to calculate the Fan Efficacy tested value. 08 Multi -speed compressor space cooling systems or variable speed compressor systems shall verify air flow (cfm/ton) and fan efficacy (Watt/cfm) with system operating in cooling mode at the maximum compressor speed and the maximum air handler fan speed. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-M 23001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:20 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-MCH-23-H Space Conditioning System Airflow Rate (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 23001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:20 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF INSTALLATION CF2R-MCH-22-H Space Conditioning System Fan Efficacy (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Ducted Cooling System Information 01 System Identification or Name System 1 02 System Location or Area Served Location 1 03 Indoor Unit Name or Description of Area Served Location 1 04 System Installation Type New 05 Nominal Cooling Capacity (tons) of Condenser 4 06 Condenser Speed Type Single Speed 07 Cooling System Zonal Control Type Not Zonal 08 Central Fan Integrated (CFI) Ventilation System Status Not a CFI system 09 System Bypass Duct Status No Bypass Duct 10 Date of System Airflow Rate Measurement 2023-05-11 11 Airflow Rate Protocol utilized RA3.3 procedures for airflow rate measurement 12 Central Fan Ventilation Cooling System Status Not a CFVCS B. Fan Watt Measurement Apparatus and Procedure Information Instrument Specifications are given in RA3.3.1, and system fan watt measurement apparatus information is given in RA3.3.2.2. 01 Fan Watt Verification Device Used. Portable Watt Meter MCH-22a Forced Air System Fan Efficacy Measurement - Newly Installed Non -Zoned Systems or Zoned Multi -Speed Compressor C. Forced Air System Fan Efficacy Measurement The procedures for System Fan Watt Verification are specified in Reference Residential Appendix RA3.3 01 Actual Tested Watts 631 02 Actual Tested Airflow from MCH-23 (cfm) 1521 03 Required Fan Efficacy (Watts/cfm) 0.45 04 Actual Fan Efficacy (Watts/cfm) 0.41 05 Compliance Statement: System fan efficacy complies Registration Number: 221-P010021037A-000-001-M 22001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:18 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-22-H Space Conditioning System Fan Efficacy (Page 2 of 3) D. Additional Requirements 01 All registers were fully open during the diagnostic test. 02 System fan was set at maximum speed during the diagnostic test. 03 If fresh air duct is part of the HVAC system it was not closed during the diagnostic test. 04 Airflow rate and fan watt draw shall be simultaneous measurements when used to calculate the Fan Efficacy tested value. 05 Multi -speed compressor space cooling systems or variable speed compressor systems shall verify air flow (cfm/ton) and fan efficacy (Watt/cfm) with system operating in cooling mode at the maximum compressor speed and the maximum air handler fan speed. 06 Zoned cooling air distribution systems with single speed compressors shall meet both the airflow (cfm/ton) and fan efficacy (Watt/cfm) criteria in every zonal control mode. 07 Portable watt meters used for measurements of air handler watt draws shall be true power measurement systems (i.e. sensor plus data acquisition system) having an accuracy of+- 2% of reading or+- 10 Watts whichever is greater The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-M 22001A-0000 CaI�I11, Inc HERS PROVIDER Registration Date/Time: 2023-05-16 14:59:50 4111 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:18 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-22-H Space Conditioning System Fan Efficacy (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 22001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:18 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-25-H Refrigerant Charge Verification (Page 1 of 5) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. System Information Each system requiring refrigerant charge verification will be documented on a separate certificate. 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Location or Area Served Location 1 03 Condenser (or package unit) Make or Brand AMANNA 04 Condenser (or package unit) Model Number GSZ140481 05 Nominal Cooling Capacity (tons) of Condenser 4 06 Condenser (or package unit) Serial Number 2209278534 07 Refrigerant Type R-410A 08 Other Refrigerant Type (if applicable) n/a 09 Liquid Line Filter Drier Installed According to Manufacturers Specifications (if applicable) Yes 10 System Installation Type New 11 Fault Indicator Display (FID) Status (Note: Even systems with a FID must have refrigerant charge verified by installer). This system does not have a FID device installed 12 Is the system of a type that the minimum airflow can be verified for all indoor units using an approved measurement procedure (RA3.3 or RA3.3.3)? Yes 13 Is the system of a type that approved refrigerant charge verification procedures can be used to verify compliance with the refrigerant charge verification requirements when temperatures are >= 55 °F (RA3.2.2, or RA1)? Yes, one of the Refrigerant charge verification procedures from RA3.2.2 or RA1 is applicable to this system and can be used to verify compliance 14 Date of Refrigerant Charge Verification for this system 2023-05-11 15 Refrigerant charge verification method used. Subcooling (outdoor temperature must be equal to or greater than 55 degF) 16 Person who performed the Refrigerant Charge Verification reported on this Certificate of Installation HVAC system installer 17 HERS Verification Compliance Requirement Status System qualifies for group sampling MCH-25b - Refrigerant Charge Verification - Subcooling Method Registration Number: 221-P010021037A-000-001-M 25001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:15 Schema Version: rev 20200901 CERTIFICATE OF INSTALLATION CF2R-MCH-25-H Refrigerant Charge Verification (Page 2 of 5) B. Metering Device Verification Subcooling Method can only be used on systems that have a variable metering device. 01 Refrigerant metering device Thermostatic Expansion Valve (TXV) 02 Subcooling Method applicability status Subcooling Method is applicable to this system. C. Instrument Calibration Procedures for instrument calibration are given in Reference Residential Appendix RA3.2.2 and RA3.2.2.2 01 Date of Digital Refrigerant Gauge Calibration 2023-05-11 02 Date of Digital Thermocouple Calibration 2023-05-11 03 Digital Refrigerant Gauge Calibration Status Calibration is current 04 Digital Thermocouple Calibration Status Calibration is current D. Measurement Access Hole (MAH) Verification Procedures for installing MAH are specified in Reference Residential Appendix RA3.2.2.3 01 Method Used to Demonstrate Compliance with the Measurement Access Hole (MAH) Requirement MAH installed and labeled consistent with Figure 3.2-1 E. Minimum System Airflow Rate Verification Procedures for verifying minimum system airflow are specified in Reference Residential Appendix RA3.3.3. 01 02 03 Indoor Unit Name or Description of Area Served Minimum Required System Airflow Rate (cfm) System Airflow Rate Verification Status Location 1 1432 System complies with minimum airflow rate requirements 04 SC System complies with Minimum System Airflow Rate Verification Notes: Registration Number: 221-P010021037A-000-001-M 25001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:15 2019 Residential Compliance Schema Version: rev 20200901 CERTIFICATE OF INSTALLATION CF2R-MCH-25-H Refrigerant Charge Verification (Page 3 of 5) F. Data Collection and Calculations Procedures for determining Refrigerant Charge using the Standard Charge Verification Procedure are given in Reference Residential Appendix RA3.2.2. 01 Lowest Return Air Dry Bulb Temperature that Occurred During the Refrigerant Charge Verification Procedure (°F) 70 02 Measured Condenser Air Entering Dry -Bulb Temperature (Tcondenser,db) 75 03 Outdoor Temperature Qualification Status Outdoor temperature is within range for using Subcooling refrigerant charge verification method 04 Measured Liquid Line Temperature (Tiiquid) ( °F) 102.6 05 Measured Liquid Line Pressure (Piiquid) (psig) 265.3 06 Condenser Saturation Temperature (Tcondenser, sat) from Digital Gauge or P-T Table using Line F05 (°F) 110.9 07 Measured Subcooling (Line F06 - Lilne F04 (°F) 8.3 08 Target Subcooling from Manufacturer (°F) 6 09 Compliance Statement: System complies with Subcooling Method - Must also pass metering device verification, next section G. Metering Device Verification Procedures for the verification of proper metering device operation are specified in RA3.2.2.6.2 01 Measured Suction Line Temperature (Tsuction) ( °F) 60.3 02 Measured Suction Line Pressure (Psuction) (psig) 112.5 03 Evaporator Saturation Temperature (Tevaporator, sat) from Digital Gauge or P-T Table using Line G02 (°F) 48.9 04 Measured Superheat (Line G01- Line G03) (°F) 11.4 05 Measured Superheat (Line G04) is between 4 °F and 25 °F (inclusive) Passes CEC requirement 06 Measured Superheat (Line G04) is within Manufacturer's Specifications ( if known) Not known 07 Compliance Statement Metering device verification passes MCH-25d - Refrigeration Charge Verification - Fault Indicator Display (FID) H. Fault Indicator Display This section does not apply to this project. Registration Number: 221-P010021037A-000-001-M 25001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:15 Schema Version: rev 20200901 CERTIFICATE OF INSTALLATION CF2R-MCH-25-H Refrigerant Charge Verification (Page 4 of 5) I. Fault Indicator Display Additional Requirements This section does not apply to this project. Registration Number: 221-P010021037A-000-001-M 25001A-0000 CaICERTS, Inc HERS PROVIDER Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:15 2019 Residential Compliance Schema Version: rev 20200901 CERTIFICATE OF INSTALLATION CF2R-MCH-25-H Refrigerant Charge Verification (Page 5 of 5) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 25001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:00:15 2019 Residential Compliance Schema Version: rev 20200901 CERTIFICATE OF INSTALLATION CF2R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. System Information Procedures for verification of High SEER and EER Equipment are described in Reference Appendix RA3.4. Each HVAC system requiring verification must use a separate form. 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Description of Area Served Location 1 03 Status: SEER Performance Compliance Credit Check Yes 04 Status: EER Performance Compliance Credit Check Yes 05 Status: Heat Pump Heating Output Performance Compliance Check No 06 Status: HSPF Performance Compliance Credit Check No 07 Directory used to certify product performance AHRI 08 AHRI certification number for the installed space conditioning system from http://www.ahridirectory.org 1225545 09 Does the directory used to certify product performance require a specific air handler, furnace or fan coil make and model? Fancoil air -handling unit 10 Does the directory used to certify product performance require a time delay relay (+TDR)? No 11 Does the directory used to certify product performance require a TXV (+TXV)? No B. Rated Space Conditioning System Equipment Information from Nameplate of the Installed System The data on the nameplate of the installed component shall conform to the data for the component as shown in the Directory used to certify product performance in order to demonstrate compliance. 01 02 03 04 Data from nameplate of installed system component 05 06 07 08 09 10 SC System ID/Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Installed Indoor Unit Type Outdoor Condenser or Package Unit - Installed Manufacture r Name Outdoor Condenser or Package Unit Installed Model Number Indoor Unit - Installed Manufacture r Name Indoor Unit - Installed Model Number Installed Furnace Manufacture r Name Installed Furnace Model Number System 1 Location 1 Location 1 HP Coil AMANNA GSZ140481 NA NA n/a n/a Registration Number: 221-P010021037A-000-001-M 26001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:57:04 Schema Version: rev 20190501 CERTIFICATE OF INSTALLATION CF2R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 2 of 4) C. Rated Space Conditioning System Equipment Information from Directory of Certified Product Performance The data on the nameplate of the installed component shall conform to the data for the component as shown in the Directory used to certify product performance in order to demonstrate compliance. 01 02 03 04 Data from the Directory used to certify product performance for the rated system component 05 06 07 08 09 10 SC System ID/Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Installed Indoor Unit Type Outdoor Condenser or Package Unit - Installed Manufacture r Name Outdoor Condenser or Package Unit - Installed Model Number Indoor Unit - Installed Manufacture r Name Indoor Unit - Installed Model Number Installed Furnace Manufacture r Name Installed Furnace Model Number System 1 Location 1 Location 1 HP Coil AMANNA GSZ140481 AMANNA 2209413065 n/a n/a D. Verified Cooling System SEER 01 Required minimum SEER 15 02 Installed SEER 15 03 Compliance Statement: System passes SEER verification Signature by responsible person on this compliance document certifies that the installed cooling equipment meets or exceeds the required value listed on the CF1R. E. Verified Cooling System EER 01 Required minimum EER 12.5 02 Installed EER 12.5 03 Compliance Statement: System passes EER verification Signature by responsible person on this compliance document certifies that the installed cooling equipment meets or exceeds the required value listed on the CF1R. F. Verified Heat Pump Heating Output This section does not apply to this project. G. Verified Heat Pump HSPF This section does not apply to this project. Registration Number: 221-P010021037A-000-001-M 26001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:57:04 2019 Residential Compliance Schema Version: rev 20190501 CERTIFICATE OF INSTALLATION CF2R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 3 of 4) H. Verified Space Conditioning System Air Handler, Furnace Or Fan Coil 01 If a specific air handler, furnace or fan coil is required by the directory used to certify product performance, the responsible person certifies by signing this compliance document that the installed air handler/furnace matches the equipment specified by the Directory of Certified Product Performance. I. Verified Space Conditioning System Time Delay Relay This section does not apply to this project. J. Verified Space Conditioning System TXV This section does not apply to this project. Registration Number: 221-P010021037A-000-001-M 26001A-0000 CaICERTS, Inc HERS PROVIDER • Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:57:04 2019 Residential Compliance Schema Version: rev 20190501 CERTIFICATE OF INSTALLATION CF2R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 26001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:57:04 2019 Residential Compliance Schema Version: rev 20190501 CERTIFICATE OF INSTALLATION CF2R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 1 of 5) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 Title 24, Part 6, Section 150.0(o) Ventilation for Indoor Air Quality. All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2.-2016 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings subject to amendments specified by Title 24, Part 6 Section 150.0(o)1. A. Dwelling Mechanical Ventilation - General Information 01 Dwelling unit name 53620 AVENIDA OBREGON 02 Building Type Single family detached 03 Project scope Newly Constructed 04 Total Conditioned Floor Area of Dwelling Unit (For addition projects the conditioned floor area equals existing area plus addition area. ) 1609 05 Number of Bedrooms in Dwelling Unit (For addition projects the number of bedrooms equals the existing bedrooms plus addition bedrooms) Inc • 3 rt-rs 06 Ventilation System Type Exhaust ) F F 07 Ventilation Operation Schedule Continuous Note. Non -dwelling units do not meet the definition for a dwelling unit as defined in Section 100.1(b). Non -dwelling units are not designed to provide independent living facilities and do not provide permanent provisions for living, sleeping, eating, cooking and sanitation. B. Single Family Attached/Detached General Information 01 Average Ceiling Height 10 02 Total Conditioned Volume 16090 03 Vertical distance between the lowest and highest above grade points within the pressure boundary in feet 10 04 Air Changes Per Hour at 50 Pa Default 05 Name of ANSI/ASHRAE Standard 62.2-2016 weather station for climate zone Palm Springs Intl 06 Weather and shielding factor (wsf) (Based on city identified above) 0.45 Registration Number: 221-P010021037A-000-001-M 27001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:52:29 Schema Version: rev 20200401 CERTIFICATE OF INSTALLATION CF2R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 2 of 5) C. Ventilation - Total Ventilation Rate A mechanical supply system, exhaust system or combination thereof shall provide whole -building ventilation with outdoor air each hour at no less than the rate in 150.0(o)1Ci 01 Total Required Ventilation Rate (Qtot) 78.27 02 Enclosure Leakage Rate (Q5o) 536.33 03 Effective Annual Average Infiltration Rate (Qinf 13.59 04 Total Exterior Envelope Surface Area n/a 05 Unshared Exterior Envelope Surface Area (exclude surface areas attached to garages or other dwelling units) n/a 06 Required Mechanical Ventilation Rate (Qfan) 75.91 D. Installed Ventilation - Total Ventilation Rate A mechanical supply system, exhaust system, or combination thereof shall provide whole -building ventilation with outdoor air each hour at no less than the rate in 150.0(o)1Ci 01 02 03 04 05 Fan Name Fan Location Runtime (min/hr) Installed Mechanical Ventilation Rate (CFM) Equivalent Continuous Ventilation (CFM) 1 KITCHEN 60 400 400 06 Total Installed Continuous Ventilation (CFM) 400 E. Compliance Statement 01 Building Passes Mechanical Ventilation RateTest F. Other Requirements The items listed below (6.1 through 6,6 abd 6.8 through 6.9) correspond to the information given in ASHRAE 62.2 Section 6 "Other Requirements". Refer also to Chapter 4.6 of the Residential Compliance Manual (Section 4.6.8) for information describing these "Other Requirements". The signature of the Responsible Person in the declaration statement below certifies that the building complies with these requirements specified in ASHRAE 62.2 Section 6.1 through 6.9 if applicable. 01 6.1 Adjacent Spaces and Transfer Air. Measures shall be taken to minimize air movement across envelope components to dwelling units from adjacent spaces such as garages, unconditioned crawl spaces, unconditioned attics and other dwelling. Supply and balanced ventilation systems shall be designed and constructed to provide ventilation air directly from the outdoors. 6.1.1 Compliance for Attached Dwelling Units . One method of demonstrating compliance with Section 6.1 shall be to verify a leakage rate below a maximum of 0.3 cfm per ft2 (150 Lis per 100 m2) of the dwelling unit envelope per area (i.e. the sum of the area of walls between dwelling units, exterior walls, ceiling and floor) at a test pressure of 50 Pa by a blower door test conducted in accordance with either ANSI/ASTME779 or ANSI/ASTM-E1827. The test shall be conducted with the dwelling unit as if it were exposed to outdoor air on all sides, top and bottom by opening doors and windows of adjacent dwelling units. 02 6.2 Instructions and Labeling. Information on the ventilation design and/or ventilation systems installed, instructions on their proper operation to meet the requirements of this standard, and instructions detailing any required maintenance (similar to that provided for HVAC systems) shall be provided to the owner and the occupant of the dwelling unit. Controls shall be labeled as to their function (unless that function is obvious, such as toilet exhaust fan switches). See Chapter 13 of Guideline 245 for information on instructions and labeling. Registration Number: 221-P010021037A-000-001-M 27001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20200401 Report Generated: 2023-05-16 14:52:29 CERTIFICATE OF INSTALLATION CF2R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 3 of 5) F. Other Requirements The items listed below (6.1 through 6,6 abd 6.8 through 6.9) correspond to the information given in ASHRAE 62.2 Section 6 "Other Requirements". Refer also to Chapter 4.6 of the Residential Compliance Manual (Section 4.6.8) for information describing these "Other Requirements". The signature of the Responsible Person in the declaration statement below certifies that the building complies with these requirements specified in ASHRAE 62.2 Section 6.1 through 6.9 if applicable. 03 6.3 Clothes Dryers. Clothes dryers shall be exhausted directly to the outdoors. Exception: Condensing dryers plumbed to a drain. 04 6.4 Combustion and Solid -Fuel Burning Appliances. 6.4.1 Combustion and solid -fuel burning appliances must be provided with adequate combustion and ventilation air and vented in accordance with manufacturer installation instructions, NFPA 54 ANSI Z223.1, National Fuel Gas Code , NFPA 31, Standard for the Installation of Oil -Burning Equipment , or NFPA 211, Standard for Chimneys, Fireplaces, Vents, and Solid -Fuel Burning Appliances , or other equivalent code acceptable to the building official. 6.4.2 Where atmospherically vented combustion appliances or solid -fuel burning appliances are located inside the pressure boundary, the total net exhaust flow of the two largest exhaust fans (not including a summer cooling fan intended to be operated only when windows or other air inlets are open) shall not exceed 15 cfm/100 ft2 (75 Lis per 100 m2) of occupiable space when in operation at full capacity. If the designed total net flow exceeds this limit, the net exhaust flow must be reduced by reducing the exhaust flow or providing compensating outdoor airflow. Atmospherically vented combustion appliances do not include direct -vent appliances. Combustion appliances that pass safety testing performed according to ANSI/BPI-1200, Standard Practice for Basic Analysis of Buildings, 21 shall be deemed as complying with Section 6.4.2 05 6.5 Air Tightness Requirements 6.5.1 Garages. When an occupiable space adjoins a garage, the design must prevent migration of contaminants to the adjoining occupiable space. Air seal the walls, ceilings, and floors that separate garages from occupiable space. To be considered air sealed, all joints, seams, penetrations, openings between door assemblies and their respective jambs and framing, and other sources of air leakage through wall and ceiling assemblies separating the garage from the residence and its attic area shall be caulked, gasketed, weather stripped, wrapped, or otherwise sealed to limit air movement. Doors between garages and occupiable spaces shall be gasketed or made substantially airtight with weather stripping. 06 6.6 Ventilation Opening Area. Spaces shall have ventilation openings as listed below. Such openings shall meet the requirements of Section 6.8. Exception: Attached dwelling units and spaces that meet the local ventilation requirements set for bathrooms in Section 5 [of ASHRAE 62.2]. 6.6.1 Habitable Spaces. Each habitable space shall be provided with ventilation openings with an openable area not less than 4% of the floor area or less than 5 ft2 (0.5 m2). 6.6.1 Toilets and Utility Rooms Toilets and utility rooms shall be provided with ventilation openings with an openable area not less than 4% of the floor area or less than 1.5 ft2 (0.5 m2). Exceptions: 1. Utility rooms with a dryer exhaust duct. 2. Toilet compartments in bathrooms. 07 6.8 Air Inlets. Air inlets that are part of the ventilation design shall be located a minimum of 10 ft (3 m) from known sources of contamination such as a stack, vent, exhaust hood, or vehicle exhaust. The intake shall be placed so that entering air is not obstructed by snow, plantings, or other material. Forced air inlets shall be provided with rodent/insect screens (mesh not larger than 1/2 inch [13 mm]). 1. Ventilation openings in the wall may be as close as a stretched -string distance of 3 ft (1 m) from sources of contamination exiting through the roof or dryer exhausts. 2. No minimum separation distance shall be required between windows and local exhaust outlets in kitchens and bathrooms. 3. Vent terminations covered by and meeting the requirements of the National Fuel Gas Code NFPA 54/ ANSI Z223.1)7 or equivalent. 4. Where a combined exhaust/intake termination is used to separate intake air from exhaust air originating in a living space other than kitchens, no minimum separation distance between these two openings is required. For these combined terminations, the exhaust air concentration within the intake air shall not exceed 10%, as established by the manufacturer. 08 6.9 Carbon Monoxide Alarms. A carbon monoxide alarm shall be installed in each dwelling unit in accordance with NFPA 720, Standard for the Installation of Carbon Monoxide (CO) Detection and Warning Equipment 14, and shall be consistent with requirements of applicable laws, codes, and standards. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-M 27001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20200401 Report Generated: 2023-05-16 14:52:29 CERTIFICATE OF INSTALLATION CF2R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 4 of 5) G. Air Moving Equipment The items listed below (7.1 through 7.4) correspond to the information given in ASHRAE 62.2 Section 7 "Air -Moving Equipment". Refer also to Chapter 4.6 of the Residential Compliance Manual (Section 4.6.9) for information describing these requirements in more detail. The signature of the Responsible Person in the declaration statement below certifies that the building complies with these requirements specified in ASHRAE 62.2 Section 7.1 through 7.4 if applicable. 01 7.1 Selection and Installation. Ventilation devices and equipment shall be tested and listed in accordance with ANSI/ASHRAE Standard 51/ AMCA 210, Laboratory Methods of Testing Fans for Aerodynamic Performance Rating, and ANSI/AMCA Standard 300, Reverberant Room Method for Sound Testing of Fans, and rated in accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI) (HVI 915, Loudness Testing and Rating Procedure; HVI 916 Airflow Test Procedure; and HVI 920, Product Performance Certification Procedure Including Verification and Challenge). Installations of systems or equipment shall be carried out in accordance with manufacturers' design requirements and installation instructions. 02 7.2 Sound Ratings for Fans. Ventilation fans shall be rated for sound at no less than the minimum airflow rate required by this standard, as noted below. These sound ratings shall be at a minimum of 0.1 in. w.c. (25 Pa) static pressure in accordance with the HVI procedure referenced in 7.1. Exception: HVAC air handlers and remote mounted fans need not meet sound requirements. To be considered for this exception, a remote mounted fan must be mounted outside the habitable spaces, bathrooms, toilets, and hallways, and there must be at least 4 ft (1 m) of ductwork between the fan and the intake grille. 7.2.1 Dwelling Unit Ventilation or Continuous Local Exhaust Fans. These fans shall be rated for sound at a maximum of 1.0 sone. 7.2.2 Demand -Controlled Local Exhaust Fans. Bathroom exhaust fans used to comply with Section 5.2 shall be rated for sound at a maximum of 3 sone, Kitchen exhaust fans used to comply with Section 5.2 shall be rated for sound at a maximum of 3 sone at one or more airflow settings greater than or equal to 100 cfm (47 L/s). Exceptions: 1 1. Fans with minimum airflow settings exceeding 400 cfm (189 L/s) need not comply. SAO& ill 2. Kitchen Range hoods may be rated for sound at the static pressure determined at working speed as specified in HVI 916 section 7. 03 7.3 Exhaust Ducts. 7.3.1 Multiple Exhaust Fans Using One Duct. Exhaust fans in separate dwelling units shall not share a common exhaust duct. If more than one of the exhaust fans in a dwelling unit shares a common exhaust duct, each fan shall be equipped with a back draft damper to prevent the recirculation of exhaust air from one room to another through the exhaust ducting system. 7.3.2 Single Exhaust Fan Ducted to Multiple Inlets. Where exhaust inlets are commonly ducted across multiple dwelling units, one or more exhaust fans located downstream of the exhaust inlets shall be designed and intended to run continuously, or a system of one or more backdraft dampers shall be installed to isolate each dwelling unit from the common duct when the fan is not running. 04 7.4 Supply Ducts. Where supply outlets are commonly ducted across multiple dwelling units, one or more supply fans located upstream of the supply inlets shall be designed and intended to run continuously, or a system of one or more backdraft dampers shall be installed to isolate each dwelling unit from the common duct when the fan is not running. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-M 27001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:52:29 2019 Residential Compliance Schema Version: rev 20200401 CERTIFICATE OF INSTALLATION CF2R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 5 of 5) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 27001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:52:29 2019 Residential Compliance Schema Version: rev 20200401 CERTIFICATE OF INSTALLATION CF2R-MCH-32-H Local Mechanical Exhaust (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 Title 24, Part 6, Section 150.0(o) Ventilation for Indoor Air Quality. All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2. Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Equation and table numbering on this form corresponds to the numbering for that information in the published ANSI/ASHRAE Standard 62.2-2010 A. Local Mechanical Exhaust - General Information 01 Dwelling Unit Name Unit 1 (SingleSFR) 02 Building Type Single family attached 03 Total Kitchen Floor Area 1023 04 Kitchen Average Ceiling Height 10 05 Kitchen Total Conditioned Volume 10230 06 Kitchen Type Non -Enclosed Registration Number: 221-P010021037A-000-001-M 32001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:51:41 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-32-H Local Mechanical Exhaust (Page 2 of 4) B. Local Mechanical Exhaust System - Fan selection and duct design criteria for compliance Local mechanical exhaust fans shall be installed in each kitchen and bathroom. Delivered local ventilation rates: • All local ventilation rates have been measured using a flow hood, flow grid, or other airflow measuring device and meet the requirements of 62.2 Tables 5.1 or 5.2. OR • The airflow rating at a pressure of 0.25 in. w.c. of a certified fan is assumed because the local ventilation system duct sizing meets the prescriptive requirements of 62.2 Table 5.3, or manufacturer's design criteria. Table 5.1 Intermittent Local Ventilation Exhaust Airflow Rates Application Airflow Notes Kitchen 100 cfm Vented range hood (including appliance -range hood combinations) required if exhaust fan flow is less than 5 ACH. Bathroom 50 cfm Table 5.2 Continuous Local Ventilation Exhaust Airflow Rates Application Airflow Notes Kitchen 5 ACH Based on Kitchen volume. Bathroom 20 cfm Table 5.3 Prescriptive Duct Sizing Requirements Duct Type Flex Duct Smooth Duct Fan Rating cfm @ 0.25 in. w.g. 50 80 100 125 50 80 100 125 Maximum Allowable Duct Length (ft) Diameter, (in) Flex Duct Smooth Duct 3 X X X X 5 X X X 4 70 3 X X 105 35 5 X 5 NL 70 35 20 NL 135 85 55 6 NL NL 125 95 NL NL NL 145 7 and above NL NL NL NL NL NL NL NL This table assumes no elbows. Deduct 15 ft of allowable duct length for each turn, elbow, or fitting. Interpolation and extrapolation in 62.2 Table 5.3 is not allowed. For airflow values not listed, use the next higher value. This table is not applicable for airflow > 125 cfm. NL = no limit on duct length of this size. X = not allowed, any length of duct of this size with assumed turns, elbows, fittings will exceed the rated pressure drop. C. Kitchen Exhaust Systems 01 02 03 04 05 06 07 08 09 10 11 System Name Manufactur er Name System Type HVI or AHAM Directory Listed Model Number HVI or AHAM Directory Listed Rated Airflow HVI or AHAM Directory Listed Sound Rating Minimum Airflow (defaults to rated airflow) Operation Schedule Required Minimum Ventilation Rate (if demand controlled) Maximum Sound Rating Compliance Statement Hood #1 BRAYER Downdraft 45215825 1025 0.3 754 Continuous N/A See Table D 1 sone Complies Registration Number: 221-P010021037A-000-001-M 32001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 Report Generated: 2023-05-16 14:51:41 CERTIFICATE OF INSTALLATION CF2R-MCH-32-H Local Mechanical Exhaust (Page 3 of 4) D. Continuous Kitchen Exhaust 01 Total Continuous Ventilation Airflow 1025 02 Required Minimum Continuous Ventilation Airflow 852.5 03 Compliance Statement Complies E. Other Requirements 01 Demand control exhaust system shall be provided with at least one of the following: 1. A readily accessible occupant -controlled on -off control. 2. An automatic control that does not impeded occupant on control. 02 Nonenclosed kitchens shall be provided with a demand -controlled mechanical exhaust system. 03 Each continuous mechanical exhaust system shall be provided with a readily accessible manual on -off control. (Multifamily dwellings are exempt from readily accessible requirement. ) 04 Continuous mechanical exhaust systems shall be designed to operate during all occupiable hours. 05 Exhaust fans in separate dwelling units shall not share a common exhaust duct. Exhaust inlets from more than one dwelling unit may be served by a single exhaust fan downstream of all the exhaust inlets if the fan is designated and intended to run continuously or if each inlet is equipped with a back -draft damper to prevent cross -contamination when the fan is not running. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-M 32001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:51:41 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-MCH-32-H Local Mechanical Exhaust (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature:Twr, Oacise-a- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I understand that a HERS rater will check the installation to verify compliance and if such checking determines the installation fails to comply, I am required to offer any necessary corrective action at no charge to the building owner. 5. I will ensure that a registered copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: ,_R„ta„cl; Afv Ye Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Third Party Quality Control Program (TPQCP) Status: Name of TPQCP (if applicable): Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 221-P010021037A-000-001-M 32001A-0000 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:51:41 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: City of La Quinta Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Design HERS Verified Dwelling Unit Water Heating Systems Information This table reports the water heating system(s) that were specified on the registered CF1R compliance document for this project. 01 02 03 04 05 06 07 08 09 Dwelling Unit Name Water Heating System ID or Name Modeled Equipment Make and Model # of Like (or Identical) Water Heaters in System Tank Location Exterior Tank Insulation R-Value Dwelling Unit DHW System Distribution Type Compact Distrib. Drain Water Heat Recovery Single Family DHW Sys 1 HPTU SON 120 (50 gal) 1 Outside n/a Standard Distribution System None None B. Installed HERS Verified Dwelling Unit Water Heating Systems Information This table reports the water heating systems(s) that were specified on the registered CF1R compliance document for this project. 01 02 03 04 05 06 07 08 09 Dwelling Unit Name Water Heating System ID or Name Make and Model # of Like (or Identical) Water Heaters in System Tank Location Exterior Tank Insulation R-Value Dwelling Unit DHW System Distribution Type Compact Distribution Drain Water Heat Recovery Single Family DHW Sys 1 AOSmithHPTU50N 1 Outside n/a Standard Distribution System None None C. Mandatory Measures For All Domestic Hot Water Distribution Systems 01 Equipment shall meet the applicable requirements of the Appliance Efficiency Regulations (Section 110.3(b)1). 02 Unfired storage tanks are insulated with an external R-12 or combination of R-16 internal and external Insulation. (Section 110.3(c)4). Registration Number: 221-P010021037A-000-001-B22002A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:43 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 2 of 4) C. Mandatory Measures For All Domestic Hot Water Distribution Systems 03 All domestic hot water pipes shall be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions shall have a minimum insulation wall thickness of 1 inch or a minimum insulation R-value of 7.7 (RA4.4.1) • The first 5 feet (1.5 meters) of cold water pipes from the storage tank. • All piping with a nominal diameter of 3/4 inch (19 millimeter) and less than 1 inch.. • All hot water pipes from the heating source to the kitchen fixtures. • Piping from the heating source to storage tank or between tanks. • All piping associated with a recirculation system. • All underground piping. • Insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. • Piping that penetrates framing members shall not be required to have pipe insulation for the distance of the framing penetration. Piping that penetrates metal framing shall use grommets, plugs, wrapping or other insulating material to assure that no contact is made with the metal framing. Insulation shall butt securely against all framing members. • Piping installed in interior or exterior walls that is surrounded on all sides by at least 1 inch (2.5 cm) of insulation. • Piping installed in crawl space with a minimum of 1 inch (2.5 cm) of crawl space insulation above and below. • Piping installed in attics with a minimum of 4 inches (10 cm) of attic insulation on top • Piping insulation shall fit tightly and all elbows and tees shall be fully insulated. 04 For Gas or Propane Water Heaters: Ensure the following are installed (Section 150.0(n)) 1. A dedicated 120V, 20A electrical receptacle connected to the electrical panel with a 120/240V 3 conductor, 10AWG copper branch circuit, within 3 feet from the water heater and accessible with no obstructions 1. The conductor shall be labeled with the word "Spare" on both ends; and 2. A reserved single pole circuit breaker space next to the circuit breaker next to the branch circuit labeled "Future" 240V shall be provided. 2. A Category III or IV vent, or a Type B vent with straight pipe between outside and water heater 3. A condensate drain no more than 2 inches higher than the base on water heater for natural draining 4. A gas supply line with capacity of at least 200,000 Btu/Hr The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. D. HERS Verified Compact Hot Water Distribution Expanded Credit (CHWDS-H-EX) RA3.6.5 This section does not apply to this project. E. Compact Hot Water Distribution (CHWDS) RA4.4.6 This section does not apply to this project. Registration Number: 221-P010021037A-000-001-B22002A-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:43 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 3 of 4) F. HERS -Verified Drain Water Heat Recovery System (DWHR-H) (RA3.6.9) This section does not apply to this project. G. HERS -Verified Pipe Insulation Credit Requirements (PIC-H) (RA3.6.3) This section does not apply to this project. H. HERS -Verified Parallel Piping Requirements (PP-H) (Ra3.6.4) This section does not apply to this project. I. Parallel Piping Requirements (PP) (RA4.4.4) This section does not apply to this project. J. Point of Use Requirements (POU) (RA4.4.5) This section does not apply to this project. K. Mandatory Requirements For All Recirculation Systems (RA4.4.7) This section does not apply to this project. L. Recirculation Non -Demand Controls Requirements (R-ND) (RA4.4.8) This section does not apply to this project. M. Demand Recirculation Manual Control (R-DRmc) (RA4.4.9)/ Sensor Control Requirements (RDRsc) (RA4.4.10) This section does not apply to this project. N. HERS -Verified Demand Recirculation Manual Control (RDRmc-H) (RA3.6.6)/ Sensor Control (RDRsc - H) (RA3.6.7)Requirements This section does not apply to this project. Registration Number: 221-P010021037A-000-001-B22002A-0000 Registration Date/Time: CA Building Energy Efficiency Standards - 2019 Residential Compliance 2023-05-16 14:59:50 HERS Provider: CaICERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:43 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: 7. oaci acv Company: MLC Building Performance Signature Date:2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: ,3,,,a,,,6'L7,(y tym 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: 2023-05-16 14:59:50 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-B22002A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:43 Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-PVB-01-E Photovoltaic Systems (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. General Information 01 Project Location (City) LA QUINTA 02 Building type Single family 03 Climate Zone 15 04 Method of Compliance: Performance 05 Qualifying Exceptions NA 06 Community Solar n/a B. Design Photovoltaic Systems Information 01 02 03 04 05 06 07 08 09 10 11 12 13 PV Array ID or Name Adjusted Minimum PV Size (kW) Adjusted Value from Exception Module Type CFI Azimuth (deg) Tilt Input (deg/Pitt h) Angle/Tilt Annual Solar Access (%) Inverter Efficiency (%) Shading Requirem ent Complian ce Path Array Type Module Level Power Eletronics PV Array #1 3.88 3.88 Standard (14-17%) 1 165.0 TiltPitch 7 100 96 MinimalS hadingCri tierion Fixed none 14 Total DC System Size (kW) 3.88 C. Installed Photovoltaic Systems Information 01 02 03 04 05 06 07 08 09 10 PV Array ID or Name DC System Size(kW)(deg) Module Type Azimuth Tilt Input ( de /Pitch g ) Angle/Tilt Annual Solar AccessEfficiency/o (%) Inverter (a) Array Type Module Level Power Eletronics PV Array #1 3.88 Standard (14-17%) 156 TiltPitch 5 100 96 Fixed Microinverte rs 11 Total DC System Size (kW) 3.88 D. Shading Requirement Annual Solar Access Input The shading condition of the PV array must be properly accounted for in the performance calculation by the annual solar access input. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-V01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:21 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF INSTALLATION CF2R-PVB-01-E Photovoltaic Systems (Page 2 of 3) E. Solar Access Verification 01 The installer shall provide documentation that demonstrates the shading condition of the actual installation of the PV module is consistent with the shading requirement in Table D. The verification must be done by measurements from an approved solar assessment tool or other CEC approved alternative methods. The satellite, drone or other digital image of the obstructions that cast shadows on the PV array must be created and dated after the installation of the photovoltaic system. If the image is dated before the installation, then additional on -site pictures must be attached to clearly show that the installed system matches the system modeled in the solar assessment report. The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. F. System Monitoring Requirements All installed PV systems must have a working web based portal and a mobile device application provide access to the following information: 01 Nominal kW rating of the PV system 02 Number of PV modules and nominal watt rating of each module 03 Hourly (or 15 min), daily, monthly and annual kWh production in numeric and graphic format 04 Running toal of daily kWh production 05 Daily kW peak power production 06 Current kW production of the entire PV system The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. G. Qualifying Exception Requirement This section does not apply to this project. H. SMUD Solar Share Program This section does not apply to this project. I. Compliance Statement 01 Pass - dwelling does comply with the Photovoltaic System requirements Registration Number: 221-P010021037A-000-001-V01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:21 2019 Residential Compliance Schema Version: rev 20210501 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. CERTIFICATE OF INSTALLATION CF2R-PVB-01-E Photovoltaic Systems (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %Oaeluro- Company: MLC Building Performance Signature Date: 2023-05-16 14:59:19 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. I am either: a) a responsible person eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation, and attest to the declarations in this statement, or b) I am an authorized representative of the responsible person and attest to the declarations in this statement on the responsible person's behalf. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations and the installation conforms to the requirements given on the Certificate of Compliance, plans, and specifications approved by the enforcement agency. 4. I will ensure that a registered copy of this Certificate of Installation shall be posted or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: Amanda McIntyre Responsible Builder/Installer Signature: unc(a l_2l <1, yYe Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) All Valley Air Position With Company (Title): Secretary Address: 77899 Wolf Road Suite 109 CSLB License: 859431 City/State/Zip: Palm Desert CA 92211 Phone: 760-773-3629 Date Signed: LUL D-UU- 10 I'-F.0U.OU Registration Number: 221-P010021037A-000-001-V01001A-0000 Registration Date/Time: 2023-05-16 14:59:50 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 14:50:21 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 1 of 6) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Air Barrier Materials 01 A continuous sealed exterior air barrier is required in all thermal envelope assemblies to limit air movement between unconditioned/ outside spaces and conditioned/ inside spaces, and must comply using one of the following methods: 1. Using individual materials that have an air permeance not exceeding 0.004 cfm/ft2 under a pressure differential of 0.3 in. w.g. (1.57 pcf) (0.02 L/s.m2 at 75 pa) when tested in accordance with ASTM E2178; or 2. Using assemblies of materials and components that have an average air leakage not to exceed 0.04 cfm/ft2 under a pressure differential of 0.3 in. w.g. (1.57 pcf) (0.2 L/s.m2 at 75 pa) when tested in accordance with ASTM E2357, ASTM E1677, ASTM E1680, or ASTM E283; or 3. Testing the complete building and demonstrating that the air leakage rate of the building envelope does not exceed 0.40 cfm/ft2 under a pressure differential of 0.3 in. w.g. (1.57 pcf) (2.0 L/s.m2 at 75 pa) when tested in accordance with ASTM E779 or an equivalent approved method. 02 Method of Compliance Method 1 (Individual Materials) 03 Verification Status Pass - all applicable requirements are met. 04 Correction Notes Note: SPF insulation is an acceptable air barrier and sealant when installed to a minimum thickness of 2 inches for closed cell and 5.5 inches for open cell, except where not allowed by manufacturer (e.g. flues, vents, can lights, etc). The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. B. Raised Floor Adjacent to Unconditioned Space or Separate Dwelling Units 01 All gaps in the raised floor are sealed. 02 All chases sealed at floor level using a sealed hard cover. 03 All holes (e.g. for plumbing and electrical wires) that penetrate the floor or bottom plates of walls are sealed. 04 Subfloor sheathing is glued or sealed at all panel edges to create a continuous air tight subfloor air barrier. 05 Verification Status Pass - all applicable requirements are met. 06 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. C. Walls Adjacent to Unconditioned Space 01 All penetrations through the exterior wall air barrier are sealed to provide an air -tight envelope to unconditioned spaces such as the outdoors, attic, garage and crawl space. Registration Number: 221-P010021037A-000-001-E21001A-E21A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:12 Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 2 of 6) C. Walls Adjacent to Unconditioned Space 02 Exterior wall air barrier is sealed to the top plate and bottom plate in each stud bay. 03 All electrical boxes, including knockouts that penetrate the air barrier to unconditioned space are sealed. 04 All openings in top and bottom plate, including all interior and exterior walls, to unconditioned space are sealed; such as holes drilled for electrical and plumbing. 05 Exterior bottom plates (all stories) are sealed to the floor. 06 All gaps around windows and doors are sealed. The sealant used follows manufacturer specifications. 07 Rim joist gaps and openings are fully sealed. 08 Fan exhaust duct outlet/ damper at the exterior wall are sealed. 09 Knee walls have solid and sealed blocking at the bottom, top, left and right sides to prevent air movement into insulation. 10 Verification Status Pass - all applicable requirements are met. 11 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. D. Ceiling Air Barrier Adjacent to Unconditioned Space 01 There is a continuous air barrier at the ceiling level. All openings into walls, drops, chases or double walls are sealed. 02 All penetrations through the top plate of interior and exterior walls are sealed. 03 Fire sprinklers penetrating a ceiling air barrier shall be sealed to prevent air movement according to the manufacturer's instructions. 04 All fixtures cut into the ceiling air barrier (e.g. HVAC registers, electrical boxes, fire alarm boxes, exhaust fan housing, and recessed lighting fixtures) are sealed to the surrounding dry wall. If it is not possible to seal the fixture directly, a secondary air barrier shall be created around the fixture. 05 All installed recessed lighting fixtures that penetrate the ceiling to unconditioned space are rated to be Insulation Contact and Airtight (IC and AT) which allow direct contact with insulation. 06 All dropped ceiling areas are covered with hard covers that are sealed to the framing, or else the bottom and sides of dropped ceiling areas are all insulated and sealed as ceilings and walls as required on the Certificate of Compliance. 07 All vertical chases (e.g. HVAC ducts and plumbing) and soffits are sealed at the ceiling level. 08 Chimneys and flues require sheet metal flashing at the ceiling level. The flashing shall be sealed to the chimney/flue with fire rated caulk. The flashing shall be sealed to the surrounding framing. 09 Framing locations where air may move down into the walls from the attic (e.g. double walls, pocket doors, architectural bump -outs, etc) have a sealed hard cover to prevent air movement. Registration Number: 221-P010021037A-000-001-E21001A-E21A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:12 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 3 of 6) D. Ceiling Air Barrier Adjacent to Unconditioned Space 10 Attic access forms an airtight seal between the conditioned space and unconditioned space. Vertical attic access requires mechanical compression using screws or latches. 11 Verification Status Pass - all applicable requirements are met. 12 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. E. Roof Air Barrier - Unvented Attics Adjacent to Unconditioned Space 01 There is a continuous air barrier at the roof deck and gable ends. 02 Chimneys and flues require sheet metal flashing at the roof deck. The flashing shall be sealed to the chimney/flue with fire rated caulk. The flashing shall be sealed to the surrounding framing. 03 All penetrations in the roof deck and gable ends for plumbing, electrical, etc. are sealed. 04 Verification Status Pass - all applicable requirements are met. 05 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. F. Conditioned Space Above Or Adjacent To Garage Air Barrier 01 All penetrations in the subfloor above the garage into conditioned space must follow the raised floor air barrier requirements above. 02 Infiltration between the space above the garage and subfloor is prevented by one of the following methods: • Seal all edges of garage ceiling (typically drywall) at the perimeter of the garage to create a continuous air tight surface between the garage and adjacent conditioned envelope. Seal all plumbing, electric and mechanical penetrations between the garage and the adjacent conditioned space. For an open -web truss, airtight blocking is added on four sides of the garage perimeter. Insulation can be placed on the garage ceiling. • Seal the band joist above the wall at the garage to conditioned space transition. Seal all subfloor seams and penetrations between the garage and adjacent conditioned space. Insulation must be placed in contact with the subfloor below the conditioned space. 03 Verification Status Pass - all applicable requirements are met. 04 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. G. Cantilevered Floor Air Barrier 01 Airtight blocking is installed between joists where the wall rim joist would have been located in the absence of a cantilever. 02 Exterior sheathing is installed to the bottom of the cantilever so that there is a continuous air and weather barrier for the cantilever. The cantilevered joist must be insulated to the same R value as would be required for the subfloor prior to closing. Registration Number: 221-P010021037A-000-001-E21001A-E21A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:12 Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 4 of 6) G. Cantilevered Floor Air Barrier 03 Any gaps, cracks or penetrations in the air barrier of the cantilever are sealed. Recessed can lights in the cantilever are IC and AT and properly sealed to the sheathing. 04 Verification Status Pass - all applicable requirements are met. 05 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. H. Walls For Attached Porch, Attic, Double Wall Air Barrier 01 An exterior wall air barrier is required at the intersection of the porch and exterior wall when there is conditioned space on the other side. The exterior wall includes an air barrier where the attic attaches to the conditioned space. 02 Truss framing blocking is used at the top and bottom of each wall/ roof section. 03 Verification Status Pass - all applicable requirements are met. 04 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. I. Air Barriers in Multifamily Dwellings 01 Each dwelling unit must be sealed to stop air movement between dwelling units. Treat adjacent dwelling units as unconditioned space for air sealing. 02 All penetrations through the floor and ceiling of each dwelling unit are sealed including, electric and gas utilities, water pipes, drain pipes, fire protection service pipes, and communication wiring. 03 Elevator penthouse, mechanical penthouse, stairwell doors, roof access hatches, and plumbing stacks that separate conditioned and unconditioned space are all sealed. 04 Vertical chases for garbage chutes, elevator shafts, HVAC ducting and plumbing shall be treated as unconditioned space for sealing. 05 Common hallways shall be treated as unconditioned space for sealing. 06 Verification Status Pass - all applicable requirements are met. 07 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. J. Special Requirements for SIPs 01 SIPs are considered an air barrier when properly sealed at top, bottom, sides and all penetrations. Registration Number: 221-P010021037A-000-001-E21001A-E21A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:12 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 5 of 6) J. Special Requirements for SIPs 02 Air barrier is continuous across all surfaces, including between SIPs and non -SIP sections. 03 Verification Status Pass - all applicable requirements are met. 04 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. K. Special Requirements for ICF 01 ICF sections are considered an air barrier when properly sealed at top, bottom, sides and all penetrations. 02 Air barrier is continuous across all surfaces, including between ICF and non-ICF sections. 03 Verification Status Pass - all applicable requirements are met. 04 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. L. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-E21001A-E21A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:12 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-21-H QII - Air Infiltration Sealing - Framing Stage (Page 6 of 6) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %,vt,Ogede-a, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:24 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: 7:0t,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:24 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-E21001A-E21A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:12 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page 1 of 7) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Insulation Materials Installed 01 Roof Deck Insulation Material Installed Batt and Blanket 02 Ceiling Insulation Material Installed Batt and Blanket 03 Exterior Wall Insulation Material Installed Batt and Blanket 04 Raised Floor Insulation Material Installed Batt and Blanket 05 Slab Edge Insulation Material Installed Batt and Blanket 06 Verification Status Pass - all applicable requirements are met. B. All Surfaces 01 Air barrier installation and preparation for insulation was done and verified prior to insulation being installed. 02 All surfaces between conditioned and unconditioned space are sealed and insulated to meet or exceed the levels specified on the Certificate of Compliance 03 All structural framing areas shall be insulated in a manner that resists thermal bridging through the assembly separating conditioned from unconditioned space. Structural bracing, tie -downs, and framing of steel, or specialized framing used to meet structural requirements of the CBC are allowed and must be insulated. These areas shall be called out on the building plans with diagrams and/ or specified design drawings indicating the R-value of insulation and fastening method to be used. 04 All insulation was installed according to the manufacturer's installation instructions. 05 Labels or specification/ data sheets for each insulation material shall be provided to the HERS rater. Loose -fill material includes insulation material bag labels or coverage charts. 06 Loose -fill insulation - the installed depth and density of insulation is verified in at least 6 random locations to ensure that the minimum thickness and installed density meet R-value specified on the Certificate of Compliance, and are consistent with the manufacturer's coverage chart. 07 If kraft paper faced insulation is used, paper is installed on the conditioned (warm in winter) side of surface. Paper must be in contact with air barrier to within 2" framing (stud, joists, etc.). 08 Verification Status Pass - all applicable requirements are met. 09 Correction Notes Batt The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. C. Raised Floor Adjacent to Unconditioned Space 01 Insulation is in full contact with the subfloor. Registration Number: 221-P010021037A-000-001-E22001A-E22A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:15 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page 2 of 7) C. Raised Floor Adjacent to Unconditioned Space 02 Insulation hangers are spaced at 18 inches or less. Insulation hangers do not compress insulation. 03 Netting, or mesh, can be used if the cavity under the floor is filled and in contact with the subfloor. 04 When daylight basements are adjacent to crawlspaces, if the basement is conditioned the walls adjacent to the crawlspace are insulated to the R-value listed on the Certificate of Compliance. This includes framed stem walls, and vertical concrete retaining walls. 05 If access to the crawlspace is from the conditioned area the raised floor includes an airtight insulated access hatch. Where possible locate crawl space access on the exterior. 06 Verification Status Pass - all applicable requirements are met. 07 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. D. Walls Adjacent to Unconditioned Space 01 Insulation quality was verified prior to the installation of the interior air barrier (typically gypsum board). 02 Loose -fill and batt insulation is in contact with all six sides of wall cavities (top, bottom, back, left, right, front [to be installed later]) with no gaps, voids or compression. Special Situation: Where framing depth is greater than required insulation thickness (e.g., double walls or framed bump -outs) a secondary air barrier shall be installed and in contact with the insulation, so that the insulation fills the cavity formed by the additional air barrier. 03 Insulation fits snuggly around obstructions (e.g., electrical boxes, plumbing and wiring) with no gaps, voids or compression. 04 Structural metal tie -downs and shear panels are insulated between exterior air barrier and metal. 05 Hard to access wall stud cavities, such as corner channels or wall intersections, are insulated to the proper R-value prior to the installation of exterior sheathing or exterior stucco lathe. 06 Insulation and interior air barrier are installed behind tub, shower, fireplace enclosures and stairwells to the R-value listed on the Certificate of Compliance when located against exterior walls. 07 All single -member window and door headers shall be insulated to a minimum of R-3 for a 2x4 framing, or equivalent width, and a minimum of R-5 for all other assemblies. No header insulation is required for single -member headers that are the same width as the wall, provided that the entire wall has at least R-2 insulation. 08 After insulation is installed: All insulated walls have interior and exterior air barriers, including kneewalls and walls of skylight wells. Exception: Rim joists. Interior air barrier (typically gypsum board) is sealed to top plate. 09 Verification Status Pass - all applicable requirements are met. 10 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. E. Ceiling Adjacent to Unconditioned Space 01 Insulation extends to the outside surface of the exterior wall. Registration Number: 221-P010021037A-000-001-E22001A-E22A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:15 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page 3 of 7) E. Cei ing Adjacent to Unconditioned Space 02 Insulation is in direct contact with the ceiling air barrier so there are no gaps, voids or compression. 03 Chimneys and flues (except zero clearance) have a sheet metal collar at the ceiling level to prevent contact with the insulation. The collar is at least as tall as the depth of the insulation. There is a minimum 1" clearance between the collar and the chimney/flue for double wall vent, and 6" for single wall vent, unless manufacturer's instructions require otherwise. The collar is sealed to the ceiling with high temperature sealant to prevent air leakage. The insulation is in contact with the sheet metal collar. 04 Recessed can lights penetrating the ceiling air barrier are covered with insulation to the depth needed to meet the ceiling R-value specified on the Certificate of Compliance. 05 External surfaces of steel studs, steel -framed kneewalls, skylight shafts, and gable ends are covered with insulation. 06 Verification Status Pass - all applicable requirements are met. 07 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. F. Cei ing Insulation in Vented Attics 01 Required eave ventilation shall not be obstructed. The net -free ventilation area of the eave vent is maintained. 02 Eave vent baffles and dams are installed to prevent air movement under or into the ceiling insulation. 03 Attic access is insulated to the same R-value required by the Certificate of Compliance for ceiling insulation and the insulation is permanently attached using adhesive or mechanical fasteners. 04 Attic access must have a dam around the access to at least the same depth as the insulation. 05 Attic rulers specified to the installed loose -fill material (brand and type) are installed and evenly distributed throughout the attic to verify depth (one ruler for every 250 ft2). The rulers are clearly readable and scaled to read inches of insulation and the R-value installed. 06 Verification Status Pass - all applicable requirements are met. 07 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. G. Insulation in unvented Attics 01 The roof sheathing is the air barrier and is sealed to prevent air movement to the outside. 02 Insulation is in full contact with the air barrier (roof sheathing). 03 If insulated using air permeable insulation, gable end walls are sealed and insulated the same as exterior walls, including interior air barrier. 04 Verification Status Pass - all applicable requirements are met. 05 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E22001A-E22A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 15:01:15 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page 4 of 7) H. Insulation in Vented Attics (High Performance Vented Attics) 01 Insulation is in full contact with roof sheathing and firmly supported to prevent sagging. 02 Batt insulation between roof trusses is acceptable with minimal gaps and voids caused by roof truss members. 03 Insulation is not required on gable end walls. 04 Required roof deck insulation over any conditioned space, or HVAC ducts, is installed on the entire attic roof deck; even over unconditioned spaces (e.g., garage, covered porch). Roof deck of attic over unconditioned space without HVAC ducts and separated from other attics by a sealed air barrier do not need to be insulated. 05 Verification Status Pass - all applicable requirements are met. 06 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. I. Special Requirements for Skylight Shafts and Attic Knee Walls 01 Insulation must meet all the requirements for walls and insulation is in contact with the air barrier on all six sides unless SPF is used. 02 Insulation shall be in full contact with the interior wall finish. Batt insulation must be cut to fit around 2x4's that are laid flat. 03 Skylight shafts and attic knee walls shall be completely enclosed by vertical and horizontal framing, including horizontal plates at the top and bottom of the insulation. 04 Verification Status Pass - all applicable requirements are met. 05 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. J. Special Requirements for Floors Above Garages 01 If the air barrier is at the perimeter of the garage below the conditioned subfloor, then the insulation may be placed on the garage ceiling. The perimeter of the subfloor must also be insulated. 02 Verification Status Pass - all applicable requirements are met. 03 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. Registration Number: 221-P010021037A-000-001-E22001A-E22A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:15 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page 5 of 7) K. Special Requirements for Cantilevered Floors 01 Sealed blocking shall be installed between joists where the wall rim joist would have been located in the absence of a cantilever. Insulation shall be placed on both sides of the block. 02 Verification Status Pass - all applicable requirements are met. 03 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. L. Special Requirements for Attached Porches 01 Exterior wall at the intersection of the porch roof is fully insulated above, below and behind the roof line. 02 Where truss framing is used, airtight blocking is used at the top and bottom of each wall/ roof section and is insulated. 03 Verification Status Pass - all applicable requirements are met. 04 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. M. Special Requirements for SPF Insulation 01 Installed product meets the claimed R-value per inch. Non-standard values are supported by an ICC Evaluation Service Report (ESR) number (e.g., ESR-xxxx) and documented on the CF2R-ENV-03. Non-standard values are anything greater than R-5.8/inch for closed cell and R-3.6/inch for open cell. 02 Installed thickness meets the required R-value from the Certificate of Compliance. Verified in at least 6 random places for each surface type: floors, walls and ceilings. 03 Insulation is spray applied to fully adhere to structural assembly framing, floor and ceiling joists, and other framing surfaces within the construction cavity. 04 If multiple layers are applied, each foam lift (e.g., spray application) adheres to the substrate and foam interfaces. 05 Closed cell SPF: In area where an air barrier is required the foam is at least 2" thick. 06 Open cell SPF: In area where an air barrier is required the foam is at least 5.5" thick. 07 Open cell SPF: Depressions in the foam insulation are not greater than 1/2" of the required thickness provided these depressions do not exceed 10% of the surface area being insulated. 08 Open cell SPF: Insulation completely fills cavities of 2x4 framing. Registration Number: 221-P010021037A-000-001-E22001A-E22A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:15 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page6of7) M. Special Requirements for SPF Insulation 09 SPF insulation is not applied directly to recessed lighting fixtures unless specifically allowed by manufacturer's instructions. when not allowed, can lights are: A. Covered with a minimum of 1.5" of mineral fiber insulation or B. Enclosed in a manufacturer's approved box fabricated from an approved material, such as 18 gauge sheet metal or 1/2" gypsum board. 10 Verification Status Pass - all applicable requirements are met. 11 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met. N. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-E22001A-E22A (.aI�Ri'S, Inc. HERS PROVIDER Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:15 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-ENV-22-H QII - Insulation Installation (Page 7 of 7) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %,vt,Ogede-a, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:24 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: 7:0t,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:24 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-E22001A-E22A Registration Date/Time: 2023-05-16 14:59:24 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:15 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. System Information 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Location or Area Served Location 1 03 Indoor Unit Name or Description of Area Served Location 1 04 Building Type from CF-1R Single family 05 Verified Low Leakage Ducts in Conditioned Space (VLLDCS) Credit from CF1R? No, credit is not taken 06 Verified Low Leakage Air Handling Unit Credit from CF1R? No, credit is not taken 07 Duct System Compliance Category New 08 Portions of Duct Located in Garage? No 09 Is the system type Small Duct High Velocity (SDHV) ? No MCH-20a - Completely New Duct System Registration Number: 221-P010021037A-000-001-M 20001A-M 20A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:20 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (Page 2 of 4) B. Duct Leakage Diagnostic Test 01 Air Handling Unit Airflow (AHU Airflow) Determination Method Cooling system method 02 Condenser Nominal Cooling Capacity (ton) 4 03 Indoor Unit Nominal Cooling Capacity n/a 04 Heating Capacity (kBtu/h) n/a 05 Conditioned Floor Area Served by this HVAC System (ft2) n/a 06 Measured AHU Airflow (cfm) n/a 07 Duct Leakage Test Conditions Test final 08 Duct Leakage Test Method Total leakage 09 Leakage Factor 0.05 10 Calculated Target Allowable Duct Leakage (cfm) 80 11 Actual Duct Leakage Rate from Leakage Test Measurement (cfm) 36 12 Compliance Statement System passes leakage test 13 Notes: C. Additional Requirements for Compliance 01 System was tested in its normal operation condition. No temporary taping allowed. 02 Outside air (OA) duct connections to the central forced air duct system shall not be sealed/taped off during duct leakage testing. OA ducts used for Central Fan Integrated (CFI) Indoor Air Quality ventilation systems, or Central Fan Ventilation Cooling Systems, that utilize dampers that open only when OA is required and automatically close when OA is not required, may configure the OA damper to the closed position during duct leakage testing. 03 All supply and return register boots were sealed to the drywall. 04 Building cavities were not used as plenums or platform returns in lieu of ducts. 05 If cloth backed tape was used it was covered with Mastic and draw bands. 06 All connection points between the air handler and the supply and return plenums are completely sealed. Visual Inspection at Final Construction Stage (applicable if system was tested at rough -in). After installing the interior finishing wall and verifying that the above rough -in tests was completed, the following procedure must be performed 07 For all supply and return registers, verify that the spaces between the register boot and the interior finishing wall are properly sealed. 08 If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. Registration Number: 221-P010021037A-000-001-M 20001A-M 20A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:20 Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (Page 3 of 4) 09 Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used. 10 Verification Status: Pass - all applicable requirements are met. 11 Correction Notes: The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met unless otherwise noted in the Verification Status and the Corrections Notes in this table. D. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 20001A-M 20A CaICERTS, Inc HERS PROVIDER Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:20 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %,vt,Ogede-a, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: 7:0t,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 20001A-M 20A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:20 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-23-H Space Conditioning System Airflow Rate (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Ducted Cooling System Information 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Description of Area Served Location 1 03 Indoor Unit Name Location 1 04 System Installation Type New 05 Nominal Cooling Capacity (tons) 4 06 Condenser Speed Type Single Speed 07 Cooling System Zonal Control Type Not Zonal 08 Central Fan Integrated (CFI) Ventilation System Status Not a CFI system 09 System Bypass Duct Status No Bypass Duct 10 Date of System Airflow Rate Measurement 2023-05-11 11 Airflow Rate Protocol Utilized RA3.3 procedures for airflow rate measurement 12 Central Fan Ventilation Cooling System Status Not a CFVCS B. Hole for the placement of a Static Pressure Probe (HSPP), and Permanently Installed Static Pressure Probe (PSPP) in the Supply Plenum. Procedures for installing HSPP or PSPP are specified in RA3.3.1.1. 01 Method Used to Demonstrate Compliance with the HSPP/PSPP Requirement HSPP installed and labeled consistent with Figure RA3.3-1 C. Airflow Rate Measurement Apparatus and Procedure Information Instrument Specifications are given in RA3.3.1.1, and system airflow rate measurement apparatus information is given in RA3.3.2. 01 Airflow Rate Measurement Type used for this airflow rate verification. Traditional Flow Capture Hood according to procedure in RA3.3.3.1.4 02 Manufacturer of Airflow Measurement Apparatus ALNOR 03 Model number of Airflow Measurement Apparatus 371 04 Certification Status of the Airflow Measurement Apparatus Accuracy Certified by Manufacturer and listed on CEC Website at http://www.energy.ca.gov/title24/equipment_cert/ama_fas/index. html MCH-23a Forced Air System Airflow Rate Measurement - Newly Installed Non -Zoned Systems or Zoned Multi -Speed Compressor Registration Number: 221-P010021037A-000-001-M 23001A-M 23A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20191201 Report Generated: 2023-05-16 15:01:24 CERTIFICATE OF VERIFICATION CF3R-MCH-23-H Space Conditioning System Airflow Rate (Page 2 of 3) D. Forced Air System Airflow Rate Measurement The procedures for System Airflow Rate Verification are specified in Reference Residential Appendix RA3.3. 01 Required Minimum System Airflow Rate (cfm/ton) 358 02 Required Minimum System Airflow Target (cfm) 1432 03 Actual System Airflow Rate Measurement (cfm) 1521 04 Compliance Statement: System airflow rate complies E. Additional Requirements 01 Air filters that meet the applicable requirements of Standards Section 150.0(m)12 or 150.0(m)13 were properly installed in the system during system air flow rate measurement identified on this Certificate of Verification. 02 The airflow rate measurement apparatus used to perform the airflow rate measurement identified on this Certificate of Verification was calibrated in accordance with the apparatus manufacturer's specifications and conforms to the instrumentation specifications given in RA3.3.1. 03 A visual inspection shall confirm that bypass ducts that deliver conditioned supply air directly to the space conditioning system return duct airflow are not used on newly constructed zonally controlled systems unless the Performance Certificate of Compliance indicates an allowance for use of a bypass duct. When a bypass duct is accounted for on the Performance Certificate of Compliance, the airflow rate shall conform to the specifications listed on the Certificate of Compliance. 04 All registers were fully open during the diagnostic test. 05 System fan was set at maximum speed during the diagnostic test. 06 If fresh air duct is part of the HVAC system it was not closed during the diagnostic test. 07 Airflow rate and fan watt draw shall be simultaneous measurements when used to calculate the Fan Efficacy tested value. 08 Multi -speed compressor space cooling systems or variable speed compressor systems shall verify air flow (cfm/ton) and fan efficacy (Watt/cfm) with system operating in cooling mode at the maximum compressor speed and the maximum air handler fan speed. 09 Verification Status: Pass - all applicable requirements are met. 10 Correction Notes: The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met unless otherwise noted in the Verification Status and the Corrections Notes in this table F. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 23001A-M 23A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:24 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-23-H Space Conditioning System Airflow Rate (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %,vt,Ogede-a, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: 7:0t,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 23001A-M 23A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:24 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-22-H Space Conditioning System Fan Efficacy (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Ducted Cooling System Information 01 System Identification or Name System 1 02 System Location or Area Served Location 1 03 Indoor Unit Name or Description of Area Served Location 1 04 System Installation Type New 05 Nominal Cooling Capacity (tons) of Condenser 4 06 Condenser Speed Type Single Speed 07 Cooling System Zonal Control Type Not Zonal 08 Central Fan Integrated (CFI) Ventilation System Status Not a CFI system 09 System Bypass Duct Status No Bypass Duct 10 Date of System Airflow Rate Measurement 2023-05-11 11 Airflow Rate Protocol utilized RA3.3 procedures for airflow rate measurement 12 Central Fan Ventilation Cooling System Status Not a CFVCS B. Fan Watt Measurement Apparatus and Procedure Information Instrument Specifications are given in RA3.3.1, and system fan watt measurement apparatus information is given in RA3.3.2.2. 01 Fan Watt Verification Device Used. Portable Watt Meter MCH-22a Forced Air System Fan Efficacy Measurement - Newly Installed Non -Zoned Systems or Zoned Multi -Speed Compressor C. Forced Air System Fan Efficacy Measurement The procedures for System Fan Watt Verification are specified in Reference Residential Appendix RA3.3 01 Actual Tested Watts 631 02 Actual Tested Airflow from MCH-23 (cfm) 1521 03 Required Fan Efficacy (Watts/cfm) 0.45 04 Actual Fan Efficacy (watts/cfm) 0.41 05 Compliance Statement: System fan efficacy complies Registration Number: 221-P010021037A-000-001-M 22001A-M 22A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:27 Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-22-H Space Conditioning System Fan Efficacy (Page 2 of 3) D. Additional Requirements 01 All registers were fully open during the diagnostic test. 02 System fan was set at maximum speed during the diagnostic test. 03 If fresh air duct is part of the HVAC system it was not closed during the diagnostic test. 04 Airflow rate and fan watt draw shall be simultaneous measurements when used to calculate the Fan Efficacy tested value. 05 Multi -speed compressor space cooling systems or variable speed compressor systems shall verify air flow (cfm/ton) and fan efficacy (Watt/cfm) with system operating in cooling mode at the maximum compressor speed and the maximum air handler fan speed. 06 Zoned cooling air distribution systems with single speed compressors shall meet both the airflow (cfm/ton) and fan efficacy (Watt/cfm) criteria in every zonal control mode. 07 Portable watt meters used for measurements of air handler watt draws shall be true power measurement systems (i.e. sensor plus data acquisition system) having an accuracy of +- 2% of reading or +- 10 Watts whichever is greater 08 Verification Status Pass - all applicable requirements are met. 09 Correction Notes The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met unless otherwise noted in the Verification Status and the Corrections Notes in this table. E. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 22001A-M 22A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:27 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-22-H Space Conditioning System Fan Efficacy (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: 7:0t, `3464,4, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: Twr,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 22001A-M 22A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:27 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-25-H Refrigerant Charge Verification (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. System Information HERS Rater to field -verify all system information, discrepancies to be noted by overwriting entry. 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Location or Area Served Location 1 03 Condenser (or package unit) make or brand AMANNA 04 Condenser (or package unit) model number GSZ140481 05 Nominal Cooling Capacity (tons) of Condenser 4 06 Condenser (or package unit) serial number 2209278534 07 Refrigerant Type R-410A 08 Other Refrigerant Type (if applicable) n/a 09 Liquid Line Filter Drier Installed According to Manufacturers Specifications (if applicable) Yes 10 System Installation Type New 11 Fault Indicator Display (FID) Status (Note: Even systems with a FID must have refrigerant charge verified by installer) This system does not have a FID device installed 12 Is the system of a type that the minimum airflow can be verified for all indoor units using an approved measurement procedure (RA3.3 or RA3.3.3)? Yes 13 Is the system of a type that approved refrigerant charge verification procedures can be used to verify compliance with the refrigerant charge verification requirements when temperatures are >= 55 °F (RA3.2.2, or RA1)? Yes, one of the Refrigerant charge verification procedures from RA3.2.2 or RA1 is applicable to this system and can be used to verify compliance 14 Date of Refrigerant Charge Verification for this system 2023-05-11 15 Refrigerant charge verification method used. Subcooling (outdoor temperature must be equal to or greater than 55 degF) 16 Person who performed the Refrigerant Charge Verification reported on this Certificate of Installation HVAC system installer 17 HERS Verification Compliance Requirement Status System qualifies for group sampling 18 Refrigerant charge verification method used by HERS Rater. Subcooling MCH-25b - Refrigerant Charge Verification - Subcooling Method Registration Number: 221-P010021037A-000-001-M 25001A-M 25A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20200901 Report Generated: 2023-05-16 15:01:31 CERTIFICATE OF VERIFICATION CF3R-MCH-25-H Refrigerant Charge Verification (Page 2 of 4) B. Metering Device Verification HERS Rater is required to visually field verify all information from CF2R. Subcooling Method can only be used on systems that have a variable metering device. 01 Refrigerant metering device Thermostatic Expansion Valve (TXV) 02 Subcooling Method applicability status Subcooling Method is applicable to this system. C. Instrument Calibration HERS Raters are required to calibrate their diagnostic tools. Procedures for instrument calibration are given in Reference Residential Appendix RA3.2.2 and RA3.2.2.2 01 Date of Digital Refrigerant Gauge Calibration 2023-05-11 02 Date of Digital Thermocouple Calibration 2023-05-11 03 Digital Refrigerant Gauge Calibration Status Calibration is current 04 Digital Thermocouple Calibration Status Calibration is current D. Measurement Access Hole (MAH) Verification HERS Raters are required to visually field verify MAH. Procedures for installing MAH are specified in Reference Residential Appendix RA3.2.2.3 01 Method Used to Demonstrate Compliance with the Measurement Access Hole (MAH) Requirement MAH installed and labeled consistent with Figure 3.2-1 E. Minimum System Airflow Rate Verification Procedures for verifying minimum system airflow are specified in Reference Residential Appendix RA3.3.3. 01 02 03 Indoor Unit Name or Description of Area Served Minimum Required System Airflow Rate (cfm) System Airflow Rate Verification Status Location 1 1432 System complies with minimum airflow rate requirements 04 SC System complies with Minimum System Airflow Rate Verification Notes: Registration Number: 221-P010021037A-000-001-M 25001A-M 25A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:31 2019 Residential Compliance Schema Version: rev 20200901 CERTIFICATE OF VERIFICATION CF3R-MCH-25-H Refrigerant Charge Verification (Page 3 of 4) F. Data Collection and Calculations HERS Rater must independently collect all data in this section. Procedures for determining Refrigerant Charge using the Standard Charge Verification Procedure are given in Reference Residential Appendix RA3.2.2 and RA3.2.2.2 01 Lowest Return Air Dry Bulb Temperature that Occurred During the Refrigerant Charge Verification Procedure (°F) 70 02 Measured Condenser Air Entering Dry -Bulb Temperature (Tcondenser,db) 75 03 Outdoor Temperature Qualification Status Outdoor temperature is within range for using Subcooling refrigerant charge verification method 04 Measured Liquid Line Temperature (Tiiquid) ( °F) 102.6 05 Measured Liquid Line Pressure (Piiquid) (psig) 265.3 06 Condenser Saturation Temperature (Tcondenser, sat) from Digital Gauge or P-T Table using Line F05 (°F) 110.9 07 Measured Subcooling (Line F06 - Lilne F04 (°F) 8.3 08 Target Subcooling from Manufacturer (°F) 6 09 Compliance Statement: System complies with Subcooling Method - Must also pass metering device verification, next section G. Metering Device Verification HERS Rater must independently collect all data in this section. Procedures for the verification of proper metering device operation are specified in RA3.2.2.6.2 01 Measured Suction Line Temperature (Tsuction) ( °F) 60.3 02 Measured Suction Line Pressure (Psuction) (psig) 112.5 03 Evaporator Saturation Temperature (Tevaporator, sat) from Digital Gauge or P-T Table using Line G02 (°F) 48.9 04 Measured Superheat (Line G01- Line G03) (°F) 11.4 05 Measured Superheat (Line G04) is between 3 °F and 26 °F (inclusive) Passes CEC requirement 06 Measured Superheat (Line G04) is within Manufacturer's Specifications ( if known) Not known 07 Compliance Statement: Metering device verification passes H. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 25001A-M 25A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20200901 Report Generated: 2023-05-16 15:01:31 CERTIFICATE OF VERIFICATION CF3R-MCH-25-H Refrigerant Charge Verification (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: 7:0t, `3464,4, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: Twr,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 25001A-M 25A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:31 2019 Residential Compliance Schema Version: rev 20200901 CERTIFICATE OF VERIFICATION CF3R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 1 of 4) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. System Information Procedures for verification of High SEER and EER Equipment are described in Reference Appendix RA3.4. Each HVAC system requiring verification must use a separate form. 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Description of Area Served Location 1 03 Status: SEER Performance Compliance Credit Check Yes 04 Status: EER Performance Compliance Credit Check Yes 05 Status: Heat Pump Heating Output Performance Compliance Check No 06 Status: HSPF Performance Compliance Credit Check No 07 Directory used to certify product performance AHRI 08 AHRI certification number for the installed space conditioning system from http://www.ahridirectory.org 1225545 09 Does the directory used to certify product performance require a specific air handler/furnace make and model? Fancoil air -handling unit 10 Does the directory used to certify product performance require a time delay relay (+TDR)? No 11 Does the directory used to certify product performance require a TXV (+TXV)? No B. Rated Space Conditioning System Equipment Information from Nameplate of the Installed System The data on nameplate of the installed component shall conform to the data for the component as shown in the Directory used to certify product performance in order to demonstrate compliance. 01 02 03 04 Data from Nameplate of Installed System Component 05 06 07 08 09 10 SC System ID/Name from CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Installed Indoor Unit Type Outdoor Condenser or Package Unit - Installed Manufacture r Name Outdoor Condenser or Package Unit Installed Model Number Indoor Unit - Installed Manufacture r Name Indoor Unit - Installed Model Number Installed Furnace Manufacture r Name Installed Furnace Model Number System 1 Location 1 Location 1 HP Coil AMANNA GSZ140481 NA NA n/a n/a Registration Number: 221-P010021037A-000-001-M 26001A-M 26A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:35 Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 2 of 4) C. Rated Space Conditioning System Equipment Information from Directory of Certified Product Performance The data on the nameplate of the installed component shall conform to the data for the component as shown in the Directory used to certify product performance in order to demonstrate compliance. 01 02 03 04 Data from the Directory used to certify product performance for the rated system component 05 06 07 08 09 10 SC System ID/Name on CF1R SC System Description of Area Served Indoor Unit Name or Description of Area Served Installed Indoor Unit Type Outdoor Condenser or Package Unit - Installed Manufacture r Name Outdoor Condenser or Package Unit - Installed Model Number Indoor Unit - Installed Manufacture r Name Indoor Unit - Installed Model Number Installed Furnace Manufacture r Name Installed Furnace Model Number System 1 Location 1 Location 1 HP Coil AMANNA GSZ140481 AMANNA 2209413065 n/a n/a D. Verified Cooling System SEER 01 Required minimum SEER 15 02 Installed SEER 15 03 Compliance Statement: System passes SEER verification Signature by responsible person on this compliance document certifies that the installed cooling equipment meets or exceeds the required value listed on the CF2R. E. Verified Cooling System EER 01 Required minimum EER 12.5 02 Installed EER 12.5 03 Compliance Statement: System passes EER verification Signature by responsible person on this compliance document certifies that the installed cooling equipment meets or exceeds the required value listed on the CF2R. F. Verified Heat Pump Heating Output This section does not apply to this project. G. Verified Heat Pump HSPF This section does not apply to this project. Registration Number: 221-P010021037A-000-001-M 26001A-M 26A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:35 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 3 of 4) H. Verified Space Conditioning System Air Handler, Furnace or Fan Coil 01 If a specific air handler, furnace or fan coil is required by the directory used to certify product performance, the responsible person certifies by signing this compliance document that the installed air handler/furnace matches the equipment specified by the Directory of Certified Product Performance. 02 Verification Status: Pass - all applicable requirements are met. 03 Correction Notes: The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met unless otherwise noted in the Verification Status and the Corrections Notes in this table. I. Verified Space Conditioning System Time Delay Relay This section does not apply to this project. J. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 26001A-M 26A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:35 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-26-H Rated Space Conditioning System Equipment Verification (Page 4 of 4) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %,vt,Ogede-a, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: 7:0t,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 26001A-M 26A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:35 2019 Residential Compliance Schema Version: rev 20191201 CERTIFICATE OF VERIFICATION CF3R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 1 of 3) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 Title 24, Part 6, Section 150.0(o) Ventilation for Indoor Air Quality. All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2.-2016 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings subject to amendments specified by Title 24, Part 6 Section 150.0(o)1. A. Dwelling Mechanical Ventilation - General Information 01 Dwelling unit name 53620 AVENIDA OBREGON 02 Building Type Single family detached 03 Project scope Newly Constructed 04 Total Conditioned Floor Area of Dwelling Unit (For addition projects the conditioned floor area equals existing area plus addition area. ) 1609 05 Number of Bedrooms in Dwelling Unit (For addition projects the number of bedrooms equals the existing bedrooms plus addition bedrooms) Inc • 3 rt-rs 06 Ventilation System Type Exhaust ) F F 07 Ventilation Operation Schedule Continuous Note. Non -dwelling units do not meet the definition for a dwelling unit as defined in Section 100.1(b). Non -dwelling units are not designed to provide independent living facilities and do not provide permanent provisions for living, sleeping, eating, cooking and sanitation. MCH-27a - Single Family Attached/Detached B. Single Family Attached/Detached General Information 01 Average Ceiling Height 10 02 Total Conditioned Volume 16090 03 Vertical distance between the lowest and highest above grade points within the pressure boundary in feet 10 04 Air Changes Per Hour at 50 Pa Default 05 Name of ANSI/ASHRAE Standard 62.2-2016 weather station for climate zone Palm Springs Intl 06 Weather and shielding factor (wsf) (Based on city identified above) 0.45 Registration Number: 221-P010021037A-000-001-M 27001A-M 27A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:39 Schema Version: rev 20200401 CERTIFICATE OF VERIFICATION CF3R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 2 of 3) C. Ventilation - Total Ventilation Rate A mechanical supply system, exhaust system or combination thereof shall provide whole -building ventilation with outdoor air each hour at no less than the rate in 150.0(o)1Ci 01 Total Required Ventilation Rate (Qtot) 78.27 02 Enclosure Leakage Rate (Q5o) 536.33 03 Effective Annual Average Infiltration Rate (Qinf 13.59 04 Total Exterior Envelope Surface Area n/a 05 Unshared Exterior Envelope Surface Area (exclude surface areas attached to garages or other dwelling units) n/a 06 Required Mechanical Ventilation Rate (Qfan) 75.91 D. Installed Ventilation - Total Ventilation Rate A mechanical supply system, exhaust system, or combination thereof shall provide whole -building ventilation with outdoor air each hour at no less than the rate in 150.0(o)1Ci 01 02 03 04 05 Fan Name Fan Location Runtime (min/hr) Installed Mechanical Ventilation Rate (CFM) Equivalent Continuous Ventilation (CFM) 1 KITCHEN 60 400 400 06 Total Installed Continuous Ventilation (CFM) 400 E. Compliance Statement 01 Building Passes Mechanical Ventilation RateTest F. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 27001A-M 27A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:39 2019 Residential Compliance Schema Version: rev 20200401 CERTIFICATE OF VERIFICATION CF3R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 3 of 3) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: %,vt,Ogede-a, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: 7:0t,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 27001A-M 27A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:39 2019 Residential Compliance Schema Version: rev 20200401 CERTIFICATE OF VERIFICATION CF3R-MCH-32-H Local Mechanical Exhaust (Page 1 of 2) Project Name: 53620 AVENID OBREGON Enforcement Agency: Quinta City of La Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 Title 24, Part 6, Section 150.0(o) Ventilation for Indoor Air Quality. All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2. Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Equation and table numbering on this form corresponds to the numbering for that information in the published ANSI/ASHRAE Standard 62.2-2010 A. Local Mechanical Exhaust - General Information 01 Dwelling unit name Unit 1 (SingleSFR) 02 Building Type Single family attached 03 Total Kitchen Floor Area 1023 04 Kitchen Average Ceiling Height 10 05 Kitchen Total Conditioned Volume 10230 06 Kitchen Type Non -Enclosed B. Kitchen Exhaust System 01 02 03 04 05 06 07 08 09 10 11 System Name Manufacturer Name System Type HVI or AHAM Directory Listed Model Number HVI or AHAM Directory Listed Rated Airflow HVI or AHAM Directory Listed Sound Rating Minimum Airflow (defaults to rated airflow) Operation Schedule Required Minimum Ventilation Rate (if demand controlled) Maximum Sound Rating Compliance Statement Hood #1 BRAYER Downdraft 45215825 1025 0.3 754 Continuou s N/A See Table C 1 sone Complies C. Continuous Kitchen Exhaust 01 Total Continuous Ventilation Airflow 1025 02 Required Minimum Continuous Ventilation Airflow 852.5 03 Compliance Statement Complies D. Determination of HERS Verification Compliance All applicable sections of this document shall indicate compliance with the specified verification protocol requirements in order for this Certificate of Verification as a whole to be determined to be in compliance. 01 Complies: All specified verification protocol requirements on this document are met. Registration Number: 221-P010021037A-000-001-M 32001A-M 32A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CalCERTS CA Building Energy Efficiency Standards 2019 Residential Compliance Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:42 Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-MCH-32-H Local Mechanical Exhaust (Page 2 of 2) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: 7:0t, `3464,4, Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/State/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Verification is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Valley Air Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: Twr,Oaelura- Responsible Rater Certification Number w/ this HERS Provider: CC2005932 Date Signed: 2023-05-16 14:59:25 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-M 32001A-M 32A Registration Date/Time: 2023-05-16 14:59:25 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:42 2019 Residential Compliance Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 1 of 5) Project Name: 53620 AVENID OBREGON Enforcement Agency: City of La Quinta Permit Number: 2021 Dwelling Address: 53620 AVENIDA OBREGON City: La Quinta Zip Code: 92253 A. Design HERS Verified Dwelling Unit Water Heating Systems Information This table reports the water heating system(s) that were specified on the registered CF1R compliance document for this project. 01 02 03 04 05 06 07 08 09 10 Dwelling Unit Name Water Heating System ID or Name Modeled Equipment Make and Model # of Like (or Identical) Water Heaters in System Tank Location Exterior Tank Insulation R-Value Dwelling Unit DHW System Distribution Type Compact Distrib. Drain Water Heat Recovery Simulated Equipment Make and Model Single Family DHW Sys 1 HPTU 50N 120 (50 gal) 1 Outside n/a Standard Distribution System None None AO Smith HPTU 50 B. Installed HERS Verified Dwelling Unit Water Heating Systems Information This table reports the water heating systems(s) that were installed in this project. 01 02 03 04 05 06 07 08 09 Dwelling Unit Name Water Heating System ID or Name Make and Model # of Like (or Identical) Water Heaters in System Tank Location Exterior Tank Insulation R-Value Dwelling Unit DHW System Distribution Type Compact Distribution Drain Water Heat Recovery Single Family DHW Sys 1 AOSmithHPTU50N 1 Outside n/a Standard Distribution System None None 09 Compliance Statement System complies C. Mandatory Measures For All Domestic Hot Water Distribution Systems 01 Equipment shall meet the applicable requirements of the Appliance Efficiency Regulations (Section 110.3(b)1). 02 Unfired storage tanks are insulated with an external R-12 or combination of R-16 internal and external Insulation. (Section 110.3(c)4). Registration Number: 221-P010021037A-000-001-B22002A-B22A Registration Date/Time: 2023-05-16 14:59:25 CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.006 Schema Version: rev 20210501 HERS Provider: CalCERTS Report Generated:2023-05-16 15:01:45 CERTIFICATE OF VERIFICATION CF3R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 2 of 5) C. Mandatory Measures For All Domestic Hot Water Distribution Systems 03 The following pipes are insulated, to the thicknesses required by Table 120.3A, except for those sections of pipe that are subject to one of the exceptions below: All domestic hot water pipes shall be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions shall have a minimum insulation wall thickness of 1 inch or a minimum insulation R-value of 7.7 (RA4.4.1) • The first 5 feet (1.5 meters) of cold water pipes from the storage tank. • All piping with a nominal diameter of 3/4 inch (19 millimeter) and less than 1 inch.. • All hot water pipes from the heating source to the kitchen fixtures. • Piping from the heating source to storage tank or between tanks. • All piping associated with a recirculation system. • All underground piping. • Insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. • Piping that penetrates framing members shall not be required to have pipe insulation for the distance of the framing penetration. Piping that penetrates metal framing shall use grommets, plugs, wrapping or other insulating material to assure that no contact is made with the metal framing. Insulation shall butt securely against all framing members. • Piping installed in interior or exterior walls that is surrounded on all sides by at least 1 inch (2.5 cm) of insulation. • Piping installed in crawl space with a minimum of 1 inch (2.5 cm) of crawl space insulation above and below. • Piping installed in attics with a minimum of 4 inches (10 cm) of attic insulation on top • Piping insulation shall fit tightly and all elbows and tees shall be fully insulated. 04 For Gas or Propane Water Heaters: Ensure the following are installed (Section 150.0(n)) 1. A dedicated 120V, 20A electrical receptacle connected to the electrical panel with a 120/240V 3 conductor, 10AWG copper branch circuit, within 3 feet from the water heater and accessible with no obstructions A fr II I %,.. • 1. The conductor shall be labeled with the word "Spare" on both ends; and 2. A reserved single pole circuit breaker space next to the circuit breaker next to the branch circuit labeled "Future" 240V shall be provided. 2. A Category III or IV vent, or a Type B vent with straight pipe between outside and water heater 3. A condensate drain no more than 2 inches higher than the base on water heater for natural draining 4. A gas supply line with capacity of at least 200,000 Btu/Hr 05 Verification Status: Pass - all applicable requirements are met. 06 Correction Notes: The responsible person's signature on this compliance document affirms that all applicable requirements in this table have been met unless otherwise noted in the Verification Status and the Corrections Notes in this table. D. HERS Verified Compact Hot Water Distribution Expanded Credit (CHWDS-H-EX) RA3.6.5 This section does not apply to this project. Registration Number: 221-P010021037A-000-001-B22002A-B22A CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:25 Report Version: 2019.1.006 Schema Version: rev 20210501 HERS Provider: CaICERTS Report Generated: 2023-05-16 15:01:45 CERTIFICATE OF VERIFICATION CF3R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 3 of 5) E. Compact Hot Water Distribution (CHWDS) RA4.4.6 For dwelling units with multiple systems, enter the master bath distance and kitchen distance to the closest water heater, and enter the average of the furthest fixture to each water heater. 01 02 03 04 05 06 07 08 09 Dwelling Unit Name Number of Stories Master Bath distance of furthest fixture to Water Heater in feet Kitchen distance of furthest fixture to Water Heater in feet Furthest Third furthest fixture to Water Heater in feet (Avg for multiple water heaters) Weighted Distance Qualification Distance Design Compactness Factor Calculated Compactness Factor F. HERS -Verified Drain Water Heat Recovery System (DWHR-H) (RA3.6.9) This section does not apply to this project. G. HERS -Verified Pipe Insulation Credit Requirements (PIC-H) (RA3.6.3) This section does not apply to this project. H. HERS -Verified Parallel Piping Requirements (PP-H) (Ra3.6.4) This section does not apply to this project. I. Parallel Piping Requirements (PP) (RA4.4.4) This section does not apply to this project. J. Point of Use Requirements (POU) (RA4.4.5) This section does not apply to this project. K. Mandatory Requirements For All Recirculation Systems (RA4.4.7) This section does not apply to this project. Registration Number: 221-P010021037A-000-001-B22002A-B22A Registration Date/Time: CA Building Energy Efficiency Standards - 2019 Residential Compliance 2023-05-16 14:59:25 HERS Provider: CalCERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:45 Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 4 of 5) L. Recirculation Non -Demand Controls Requirements (R-ND) (RA4.4.8) This section does not apply to this project. M. Demand Recirculation Manual Control (R-DRmc) (RA4.4.9)/ Sensor Control Requirements (RDRsc) (RA4.4.10) This section does not apply to this project. N. HERS -Verified Demand Recirculation Manual Control (RDRmc-H) (RA3.6.6)/ Sensor Control (RDRsc - H) (RA3.6.7)Requirements This section does not apply to this project. O. Determination of HERS Verification Compliance 01 Complies: All specified verification protocol requirements on this document are met. Nk Hai�ERTS, Inc PROVIDER Registration Number: 221-P010021037A-000-001-B22002A-B22A Registration Date/Time: CA Building Energy Efficiency Standards - 2019 Residential Compliance • 2023-05-16 14:59:25 HERS Provider: CaICERTS Report Version: 2019.1.006 Report Generated: 2023-05-16 15:01:45 Schema Version: rev 20210501 CERTIFICATE OF VERIFICATION CF3R-PLB-22-H HERS Verified Single Dwelling Unit Hot Water System Distribution (Page 5 of 5) Documentation Author's Declaration Statement 1. I certify that this Certificate of Verification documentation is accurate and complete. Documentation Author Name: Tom Bachus Documentation Author Signature: Xe,v0searco- Company: MLC Building Performance Date Signed: 2023-05-16 14:59:25 Address: 77825 Delaware Place CEA/ HERS Certification Identification (if applicable): City/state/Zip: Palm Desert CA 92211 Phone: 760-836-0066 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 3. The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verification comply with the applicable requirements in Reference Appendices RA2, RA3, and the requirements specified on the Certificate of Compliance for the building approved by the enforcement agency. 4. The information reported on applicable sections of the Certificate(s) of Installation (CF2R) signed and submitted by the person(s) responsible for the construction or installation conforms to the requirements specified on the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 5. I will ensure that a registered copy of this Certificate of Verification shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Verification is required to be included with the documentation the builder provides to the building owner at occupancy. • Builder Or Installer Information As Shown On The Certificate Of Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): All Val ley Ai r Responsible Builder or Installer Name: Amanda McIntyre CSLB License: 859431 HERS Provider Data Registry Information Sample Group Number (if applicable): Dwelling Test Status in Sample Group (if applicable) Tested HERS Rater Information HERS Rater Company Name: MLC Building Performance Responsible Rater Name: Tom Bachus Responsible Rater Signature: XOacfad ResponsibleRaterCertification Number w/ this HERS Provider: CC2®R1RaIIV Toned by CalCERTS. This digital signature is provided in order to secure the content of this registered Date Signed: document. and 202tp1Is 1z4459a1 Provider responsibility for the accuracy of the information. Registration Number: 221-P010021037A-000-001-B22002A-B22A CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2023-05-16 14:59:25 Report Version: 2019.1.006 Schema Version: rev 20210501 HERS Provider: CaICERTS Report Generated: 2023-05-16 15:01:45 Fomotor Engineering 225 S. Civic Drive, Suite 1-5 Palm Springs, CA 92262 Office (760) 323-1842 Fax (760) 323-1742 Civil Engineering Land Surveying Land Planning April 8, 2022 To: City of La Quinta Engineering Department RE: Form Certification for Lots 5 of Vale La Quinta MB 19/33-34 in La Quinta, CA. Pursuant to a field survey performed April 6, 2022 I hereby certify that the building form for the proposed Lot 5 of Vale La Quinta were measured horizontally, and vertically (±0.05 feet) as shown on the attached exhibit. Sincerely, PHILLIP K. FOMOTOR, LS 7070 1 z 0 0 cc LU 0 0 W U f FORM CERTIFICATION LOT 5 MB 19/33-34, APN 774-115-005 53-620 AVENIDA OBRECON, LA QUINTA CA 92253 SHEET 1 OF 1 LOT 4 TBM=100.00' TOP OF CURB AT PROLONGATION OF LOT 5 SOUTH LOT LINE. NOTE: THERE NAY BE EASEMENTS OF RECORD THAT ARE NOT SHOWN 0' HEREON. 20.0' T LOT 5 MB 19/33-34 APN 774-115-005 53-620 AVENIDA OBREGON, LA QUINTA 92253 FORM ELEVATION 100.17' EXISTING BUILDING FORM LOT LINE (TYP.) (BOUNDARY CORNERS WERE SET AND A CORNER RECORD IS PENDING SUBMITTAL TO RIVERSIDE COUNTY) NORTH 20' SCALE: 1 "=20' l LOT 6 40' PHILLIP K. FOMOTOR 10.0' SAND sVRL o THIS DOCUMENT WAS PREPARED BY ME OR UND MY DIRECTION, BASED f '► OR •,FO MATION. No. 7070 - PHILLIP K. FOMOTOR, P.L.S. OF GAO £S-3) 100d (LZ-a) 9NIdv7SoNV1 (£T-3) 9NI3N31 (9-3) 513NIUV3 (vs-3) 31I15IWV1133 (££-3) 9NiLNIVd (Z4-3) 'dSIO d9VM3S (Z-3) NOUV1fSNI (LT-3)9NIZV19 (91-3)9NI210013 (£4-3) 1V131041133H5J (6E-3) 0NId001i (0T-3) 1V3I11L3313 (0Z-0) 3VAH (6-3)11VMAIJO (S£-3) I131SV1d 'H1V1 (9E-3) 9NI9Nfl1dh (6Z-3) AMNOSVII (TS-3) 1331S -Ion l'Sl (S-3) 9NIWVIld (8-3) 313113NO3 (ZT-3) JIHOMH1H1V3 0 3 2 3 to f NOIltl3I4ISSV17/3O1/111 0 z -I 0 m b K Wo c r m � o m�3 v io cn C 42. n3 DI m 3 JagwnN asua3n m A 0 1 0 VI z m WORKER COMPENSATION INSURANCE 1-1 C M z m z m Cua C rt 0. � 0 0 ,-Z rt N m n < Ort 0 m o ro 0. n' 3 m wcz cr o- M 3 07 ro h -I '0 m 01 C 0 m a o ^ 03D E. ro cr A v co '. 3 1 N ro <' 'ro o a cr 3 o'u� ion �N �ofl Z 0 3 N v 5��z > n n m CD P ro v o 0 7 N C ro _o gyp O1 T o o ro 3 g- m' ro O . rt=rvt j CD o U N rt � C 7 ro d C:V f/ ro O O 0�1 01 fD 0 0 W C N m Xl 4 &Kg CALIFORNIA Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building ermit has been submitted in your name listing yourself the b Ide of the rope improvements specified at b2� i✓irtiEQ7A O IT,-O�11 >�,c� the � , �ZT.51.5 We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNERSACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. Xtfi. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner - Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 2. I understand building permits are not required to be signed by property owners unless they are responsible fortheconstruction and are not hiring a licensed Contractor to assume this responsibility. R[. 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4, I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 'R 16. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." l also understand my failure to abide by these laws may subject me to serious financial risk. R'fJ 7, I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. qtai B. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owners) that result from any latent construction defects In the workmanship or materials. Page 3 of 4 M. I understand I may obtain more information regarding my obligations as an 'employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed ctors. 0. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: 5 " 67-0 Cgig4Goa La pay* 6. 9.7.,26, 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will a ide by all applicable laws and requirements that govern Owner -Builders as well as employers. Vi12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of Property Owner: t/ ✓ 1- Date: t / 6- %oz. Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. 1, L,� 1 Scope of Construction Project (or Description of Work): �1 0J � riath:1 c.arV (R.eSfPEN7774)� Project Location or Address: 53 620 AVAlri no/&..66pfLc. (pptimCA %9z-z6 Name of Authorized Agent: Ro5r-o l `IAT'1 F Phone: 969''6)P " - 7y Address of Authorized Agent: W'4'L Lir& oyq, Cyr RP 1-A Vcie& at • 9111 0 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above Information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of Property Owner: Date: '� ` f g ) Page 4 of 4 CALIFORNIA DRIVER LICV EXP 07 2 021 , END LN HAFIF --- FN RUSTON T 4742 LIVE OAK CAN_ LA VERNE, CA 917=_ _ DOB O- _ NONE-- _ = O7 _ . SEX M -- - -E - EMS S BTU laD unsialarazommtni -_ i Date:5/18/2021 No.: 21-02003-1 CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760)771-8515 Owner: Ruston Hafif Email: Address: 53620 Avenida Obregon Jurisdiction: La Quinta City: La Quinta Tract #: Type: Single Family Residential Lot # Street No. 53620 Comments: Street Name Sq. Feet APN Avenida Obregon 1609 774-115-005 DESERT SANDS UNIFIED SCHOOL DISTRICT Permit No. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for livirig, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $4.08 X 1609 S.F. or $6,564.72 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: C J Bank of America/ RQEin Chambers Marsh Bank Name/Recipient of Certificate By Scott L. Bailey Superintendent Fee Collected/ Exempted by: Yazmin Henry Check No.: 1295720205 Telephone: 909-240-5187 Funding: Residential Certificate Fees Due: $6,564.72 Original Payment(s) Rec'd: $0.00 New Payment Rec`d: $6,564.72 OverjUnder: $0.00 NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. Building Permit Number: Project Description: Exempt: o (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan BRES2021-0036 SFR Plan Submittal Date 5/14/2021 Job Site Address Owner's Name Number, Street, or PO Box City, State, Postal Code Owners Phone Number Owner's E-Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code' Project Square Footage Approval By Burrtec Date of City Approval 53-620 Avenida Obregon La Quinta, CA 92253 Ruston Hafif 80-880 Via Portofino La Quinta, CA 92253 909-618-4744 rustan.halif@yahoo.com Rushton Hafif 909-618-4744 ruston,hafifeiyahoo.com Ruston Hafif 80-880 Via portofino La Quinta, CA 92253 1,609 Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse* *Describe Items Tons Not recyclable Recyclable Recyclable Recyclable Recyclable Recyclable Recyclable Recyclable 6.00 0.00 0.00 0.50 0.00 8.00 1.00 0.00 Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons Recyclable Recyclable Recyclable Recyclable Recyclable Recyclable Recyclable 0.00 2.00 0.00 0.20 0.25 3.00 0.00 Totals: Recycle 15.0 Trash 6.0 Projected Diversion: 171.36% 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 occur. I 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 jobsite 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 their 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 still issued in the name of the property owner(s) and the owner retains legal responsibility 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 self - hauling, all refuse material from this project site must be taken to an approved recycler or transfer station. Recording Requested By Chicago Title Company When Recorded Mail to And Mail Tax Statements To Ruston Hafif 4742 Live Oak Canyon Road La Verne, CA 91750 Tal020.015 Escrow No: 110-169237-ER Order No: 112021326 DOC # 2020-0501002 10/19/2020 01:22 PM Fees: $20.00 Page 1 of 3 Recorded in Official Records County of Riverside Peter Aldana Assessor -County Clerk -Recorder **This document was electronically submitted to the County of Riverside for recording** Receipted by: NADIA #948 APN: 774-115-005 SPACE ABOVE IS RESERVED FOR RECORDER'S USE Property: Vacant Land AKA 0 Avenida Obregon, La Quinta, CA 92253 GRANT DEED The undersigned Grantor(s) Declare(s): ( Documentary Transfer Tax is $104.50 City Tax is $ c(J x Computed on the full value of the interest or property conveyed; or Computed on the full value less value of liens or encumbrances remaining at time of sale Unincorporated Area X City of La Quinta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Thomas H. McKay, Trustees of The Lillian Boatright McKay Revocable Trust, a Declaration of Trust, dated May 26, 1993 Hereby grants to Ruston Hafif, a married man as his sole and separate property the following described real property in the City of La Quinta, in the County of Riverside, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF MAIL TAX STATEMENTS AS DIRECTED ABOVE Non -Order Search Doc: RV:2020 00501002 Page 1 of 3 Requested By: tammief, Printed: 5/17/2021 9:06 AM DOC #2020-0501002 Page 2 of 3 DATED: September 22, 2020 The Lillian s • f:_ Revocable Trust dated May 26, 1993 By: as : c s y, rustee 'Raw Vcv444 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. who proved to me on the basis of satisfactory evidence to be the person(s) wl{ose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. j1 G ,, I certify under PENALTY OF PERJURY under the laws of the State of l cc -t ) f (LA: cf that the foregoing paragraph Is true and correct. WITNESS my hand and official seal. U STATE OF 0 & r,t,i q COUNTY Dfo�� s tq On 6 G{-fl 1-ae�r I. before me, E 1 t P cLP trte ,Q A Notary Public personally appeared ` - V-t a v+-i ate` Ei- . kit L< Signature (seal) LESLIEFLORES Notary Public - California Los Angeles County Commission N 2184515 My Comm. Expires Feb 25, 2021 Non -Order Search Doc: RV:2020 00501002 Page 2 of 3 Requested By: tammief, Printed: 5/17/2021 9:06 AM DOC #2020-0501002 Page 3 of 3 EXHIBIT "A" LEGAL DESCRIPTION LOT 5 OF BLOCK 188 OF SANTA CARMELITA UNIT NO. '19, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 19, PAGES 33 AND 34 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. Non -Order Search Doc: RV:2020 00501002 Page 3 of 3 Requested By: tammief, Printed: 5/17/2021 9:06 AM 9u44uh rw 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: 53-620 AVENIDA OBREGON APN: 774-115-005 DESCRIPTION OF WORK: NEW SINGLE FAMILY DWELLING SQUARE FOOTAGE: 1,609 S.F. OWNER'S NAME: RUSTON HAFIF For questions regarding this letter, please call: City of La Quinta Permit Center (760) 777-7012 Coachella Valley Unified School District 83-733 Avenue 55 P 0 Box 847 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 DATE05/07/2021 BY j Please note: This letter verifies conditioned square footage. Please can your School District to verify school fees, requirement for cashier's check or money order and hours of operation. BRES2021-0036 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE05/07/2021 By �F 1,609SF SINGLE FAMILY DWELLING qty block type 20 2x4 standard 125 2x6 standard 115 2x8 standard qty simpson hangers 10 1us24 ( xx ) 1-06-00 00 O 2-0 -00 70-00-00 24-00-00 1 20-05-00 25-07-00 0 0 o m o 0 0 0 0 0 o o 0 0 o 0 0 o/ 0 0 o/ 0 o 0 0 9 0 o 9 o m O co co O 1/ o O O 0/ O O 0 o O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O / c= 0 O 0/ 0 O 0 o O 0 O 9 0 O O 0/ O O 0 co O o 0 0 0/ 0 0 0 0 0 0 o 0 0 co 0 0 0, O O O O k 1 1 1 N N N N O N O N / O N / O N O N /0, O ,— ,0 s— ,1 O N O N / O N / O N / O N / O N O N O N /ro O N O ,— /`/ O N / O N O N / O N O N /o O N _/ O O N O N / / O N // O N O O N w Al:3) g ❑ L2(6) A35 A3S LI m B1P(7) a LD /1000z=bap arag=2oo0C2D C3 7) 0 04(4) 7 Q Q align truss below parapet drag=250pIf A3 m 1 I m m U 1 4 1 1 o C I E 5 1/4x9 1/2 VL —4 T l _� x dger6y thers 1 us24(10 I O O g a O 0 a O O a O O a O O a/o O 0 O 0 a.a.atorora O 0 ... .. O O 4.= O O \ O o 1 N O N q 1 N q N O N o N 0 o q q q N N ,- N N 0 5 1/4x11 7/8 VL r rz11— 0 0 0 — _ _ �= 1 —aa a ❑ M02(10) r O o O N 0 0 /O 9 / 21-00-00 25-00-00 24-00-00 46-00-00 70-00-00 c2 U Date : 0310912021 01 m 4) U N ( a) CC 4— CO 2 REVIEWED 0 RFJCC,`i'ED ❑ REVISE AND 0 MAKE CORRECTIONS RESUBMIT NOTED Corrections or comments made on the shop drawings during Thu review do not relieve contractor from compliance with requirements of the drawings and specifications This check is only for review of the general conformance with the design concept of the protect ana general compliance with information given in the contract documents The contractor is responyiDle for: confirming and correlating all quantlbe< and dimensions. selecting fabricator ,,rr.esset, and techniques of constnicton coordu'au, ., } or her work with that of all other lreaes zinc; performing all work in a safe ane satisfa'.ie: ry manner MARTIN STRUCTURAL CONSULT! G 4NC. i.W.TE 3/Li A • +f u1 w•ym am dorm r•.•w 1••1•,.1 OMEN IMF. 10040 WON ii 1 >o-a5.au t 11414I +I+114141 1 • t' 7 : : G na; ao 8 1 Hafif Residence MiTek MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 53620 Aven i d a_O b reg o n 53620 Avenida Obregon The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC-Indio, CA. Pages or sheets covered by this seal: R65856318 thru R65856336 My license renewal date for the state of California is September 30, 2022. March 26,2021 Reinmuth, Dustin IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856318 53620_AVENIDA_OBREGON Al Monopitch 3 1 Job Reference (optional) BMC (Indio, CA), -1-6-0 1-6-0 13 Indio CA-92201, 5-10-13 5-10-13 5x6 = 3x8 = 2 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:03 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-_YpVgZtoT?Pg5r68mM2XGmsX0UcrWage?ZN EVPzXfdc 11-6-0 17-1-4 23-0-0 1 24-6-0 1 5-7-4 5-7-4 5-10-13 1-6-0 5x6 = 3 0.25 12 3x6 = 7x10 = 4 12 11 3x8 = 10 9 8 5x6 = 3x6 = 5-10-13 11-6-0 5-10-13 5-7-4 17-1-4 5-7-4 7 5x8 = 3x4 11 23-0-0 5-10-13 Scale = 1:42.2 14 0-Mr0 6 0 N Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [1:0-3-1,Edge], [2:0-3-9,0-1-8], [3:0-3-0,0-3-4], [8:0-3-12,0-3-0], [10:0-2-12,0-3-4] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.41 BC 0.49 WB 0.88 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.15 9 >999 360 Vert(CT) -0.53 9-10 >508 240 Horz(CT) 0.09 7 n/a n/a Wind(LL) 0.19 9-10 >999 240 PLATES GRIP MT20 220/195 Weight: 120 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 11-13,7-14: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 11=0-5-8, 7=0-5-8 Max Horz 11=218(LC 9) Max Uplift 11=-384(LC 8), 7=-263(LC 12) Max Gray 11=1223(LC 1), 7=1120(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. WEBS 1 Row at midpt 2-11 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-228/255, 2-3=-2303/1350, 3-4=-2918/1576, 4-5=-2085/1224, 5-7=-935/605 BOT CHORD 10-11=-1521/2298, 9-10=-1759/2928, 8-9=-1197/2081 WEBS 2-11=-2352/1394, 2-10=-78/372, 3-10=-668/484, 3-9=-184/261, 4-9=-576/887, 4-8=-683/530, 5-8=-1257/2155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 Ib uplift at joint 11 and 263 Ib uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 Ib down and 27 Ib up at -1-8-0, and 87 Ib down and 27 Ib up at 24-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 11-12=-70, 6-11=-20 Concentrated Loads (Ib) Vert: 12=-72 6=-72 ROFESS/ „A, "RENC • C 91547 m \ //��u EXP. 09/30/2022 ti / �0l�� -C VI\ \P March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856319 53620_AVENIDA_OBREGON A1D Monopitch 1 1 Job Reference (optional) BMC (Indio, CA), -1-6-0 1-6-0 12 Indio CA-92201, 11 3x8 = 5-10-13 5-10-13 5x6 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:05 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-wxxFFFv3?cfOK8GXtn4?MBytJ I HB_SdwStsLZHzXfda 11-6-0 17-1-4 23-0-0 I 24-6-0 I 5-7-4 5-7-4 5-10-13 1-6-0 3x6 = 5-10-13 11-6-0 17-1-4 5-10-13 5-7-4 5-7-4 0.25 12 5x8 = 23-0-0 5-10-13 7 3x4 Scale = 1:42.2 14 6 0 N Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [1:0-3-1,Edge], [2:0-3-9,0-1-8], [3:0-3-0,0-3-4], [5:0-6-9,0-3-0], [8:0-3-12,0-3-0], [10:0-2-12,0-3-4] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.42 BC 0.50 WB 0.98 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.15 9 >999 360 Vert(CT) -0.54 9-10 >500 240 Horz(CT) 0.10 7 n/a n/a Wind(LL) 0.21 9-10 >999 240 PLATES GRIP MT20 220/195 Weight: 120 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 11-13,7-14: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 11=0-5-8, 7=0-5-8 Max Horz 11=354(LC 31) Max Uplift 11=-527(LC 29), 7=-372(LC 38) Max Gray 11=1151(LC 1), 7=1048(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. WEBS 1 Row at midpt 2-11 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-672/676, 2-3=-2378/1697, 3-4=-2987/1908, 4-5=-2152/1406, 5-7=-938/728 BOT CHORD 10-11=-2124/2442, 9-10=-2409/2997, 8-9=-1830/2331, 7-8=-582/666 WEBS 2-11=-2427/1631, 2-10=-154/430, 3-10=-1016/701, 3-9=-255/400, 4-9=-977/1077, 4-8=-682/658, 5-8=-1613/2163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 Ib uplift at joint 11 and 372 Ib uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a total drag load of 1650 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-0-0 for 71.7 plf. ROFESS/0,V �OQ Q- f1RENCF % w C 91547 m XP. 09/30/2022 i� CIVIC \-\ A March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856320 53620_AVENIDA_OBREGON A1GE GABLE 1 1 Job Reference (optional) BMC (Indio, CA), -1-6-0 1-6-0 20 Indio CA-92201, 19 3x8 = 5-10-13 5-10-13 18 17 16 5x6 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:07 2021 Page 1 ID:TpFgl_LRzKmmQMUnyX8D5ZziZG3-sK20gxwJXEv5ZSQv?C6TRc1 Dx5?cSPkDwBLReAzXfdY 11-6-0 17-1-4 23-0-0 I 24-6-0 5-7-4 5-7-4 5-10-13 1-6-0 5-10-13 11-6-0 5-10-13 5-7-4 15 14 13 3x6 = 12 17-1-4 5-7-4 0.25 12 11 10 9 8 7 5x6 = 3x6 11 23-0-0 5-10-13 Scale = 1:42.2 22 6 0 N Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [1:0-3-1,Edge], [3:0-4-0,0-3-0], [10:0-3-0,0-3-0], [16:0-3-0,0-3-0], [42:0-1-13,0-0-12] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.41 BC 0.37 WB 0.82 Matrix-R DEFL. in (loc) I/defl Vert(LL) -0.03 20 n/r Vert(CT) -0.05 20 n/r Horz(CT) -0.02 7 n/a L/d 120 90 n/a PLATES GRIP MT20 220/195 Weight: 144 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 19-21,7-22: 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Std G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 19-20,6-7 5-9-3 oc bracing: 18-19. REACTIONS. All bearings 23-0-0. (Ib) - Max Horz 19=218(LC 35) Max Uplift All uplift 100 Ib or less atjoint(s) 18, 15, 14, 12, 11, 9, 8 except 19=-619(LC 29), 7=-562(LC 32), 16=-301(LC 37), 13=-257(LC 37), 10=-300(LC 37), 17=-172(LC 33) Max Grav All reactions 250 Ib or less at joint(s) 17, 14, 12, 11, 9, 8 except 19=738(LC 48), 7=794(LC 47), 16=879(LC 1), 13=801(LC 1), 10=784(LC 1), 18=272(LC 19), 15=266(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-19=-282/211, 1-2=-1334/1351, 2-3=-1162/1184, 3-4=-1147/1144, 4-5=-1228/1215, 5-7=-573/616 BOT CHORD 18-19=-1322/1230, 17-18=-568/476, 16-17=-290/209, 15-16=-1260/1185, 14-15=-573/498, 13-14=-306/231, 12-13=-1211/1160, 11-12=-578/527, 10-11=-311/260, 9-10=-1143/1175, 8-9=-563/595, 7-8=-297/329 WEBS 2-19=-1389/1325, 2-16=-727/812, 3-16=-1283/1266, 3-13=-782/806, 4-13=-1212/1208, 4-10=-789/795, 5-10=-1226/1226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18, 15, 14, 12, 11, 9, 8 except (jt=Ib) 19=619, 7=562, 16=301, 13=257, 10=300, 17=172. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI Ov ,t1,v J n my L March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856320 53620_AVENIDA_OBREGON A1GE GABLE 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA - 92201, 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:07 2021 Page 2 ID:TpFgl_LRzKmmQMUnyX8D5ZziZG3-sK20gxwJXEv5ZSQv?C6TRc1 Dx5?cSPkDwBLReAzXfdY NOTES- 13) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-0-0 for 200.0 plf. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 Ib down and 27 Ib up at-1-8-0, and 87 Ib down and 27 Ib up at 24-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-100, 19-20=-70, 7-19=-74, 6-7=-20 Concentrated Loads (Ib) Vert: 20=-72 6=-72 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856321 53620_AVENIDA_OBREGON A2 MONOPITCH 6 1 Job Reference (optional) BMC (Indio, CA), 5x6 = 10 6x8 = Indio CA-92201, 5- 0-13 5-8-13 3x4 = 11-6-0 5-7-4 5-10-13 11-6-0 5-10-13 5-7-4 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:08 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-KWcOtHxxIX1 yBc_5YveizpaOiVJpBrwN9r4?AczXfdX 17-1-4 22-10-0 231-4-0 5-7-4 5-8-13 0-2-0 3x6 = 17-1-4 5-7-4 5x8 = 23-0-0 5-10-13 Scale = 1:37.9 7x0= 12 6 3x6 II 0 Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [1:0-3-1,Edge], [2:0-3-9,0-1-8], [3:0-3-0,0-3-4], [7:0-3-12,0-3-0] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.41 BC 0.50 WB 0.88 Matrix-R DEFL. in (loc) I/deft L/d Vert(LL) -0.15 8 >999 360 Vert(CT) -0.55 8-9 >495 240 Horz(CT) 0.10 6 n/a n/a Wind(LL) 0.20 8 >999 240 PLATES GRIP MT20 220/195 Weight: 115 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 10-11,6-12: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 10=0-5-8, 6=0-5-8 Max Horz 10=218(LC 9) Max Uplift 10=-295(LC 8), 6=-275(LC 12) Max Gray 10=1014(LC 1), 6=1014(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. WEBS 1 Row at midpt 2-10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-297/321, 2-3=-2435/1404, 3-4=-3029/1614, 4-5=-2180/1249, 5-6=-943/610 BOT CHORD 9-10=-1574/2430, 8-9=-1797/3039, 7-8=-1223/2176 WEBS 2-10=-2338/1381, 2-9=-75/375, 3-9=-646/468, 3-8=-193/266, 4-8=-590/903, 4-7=-685/534, 5-7=-1270/2177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 10=295, 6=275. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856322 53620_AVENIDA_OBREGON A3S MONOPITCH 2 1 Job Reference (optional) BMC (Indio, CA), 14 Indio CA-92201, 4-6-2 4-6-2 5x6 = 6-6-2 2-0-0 0.25 12 1.5x4 I 3x4 = 2 3 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:09 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-piAm4cyZ3r9ppmZ16d9xW 16X9vZkwH9W NVgYi2zXfd W 11-6-0 17-1-3 23-0-0 4-11-14 5-7-3 5-10-13 15 5x12 MT2OHS = 3x8 = 8x12 = Scale = 1:40.5 7x10 = 13 3x4 II 12 11 5x6 = 3x6 = 4-6-2 6-6-2 11-6-0 4-6-2 2-0-0 4-11-14 10 3x8 = 17-1-3 5-7-3 9 5x8 = 23-0-0 5-10-13 8 3x6 II 16 9 9 0 v4 N Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 [4:0-6-8,Edge], [5:0-9-12,0-4-4], [6:0-3-9,0-1-8], [9:0-3-12,0-3-0] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.56 BC 0.84 WB 0.95 Matrix-R DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl -0.22 10-11 >999 -0.79 10-11 >341 0.07 8 n/a 0.25 10-11 >999 L/d 360 240 n/a 240 PLATES MT20 MT2OHS GRIP 220/195 165/146 Weight: 147 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G 2x4 DF Std G *Except* 13-14,10-15,8-16: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 13=0-5-8, 8=0-5-8 Max Horz 13=-537(LC 10) Max Uplift 13=-297(LC 8), 8=-307(LC 9) Max Gray 13=1014(LC 1), 8=1014(LC 1) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=-1072/361, 1-2=-1000/301, 2-3=-1007/303, 3-4=-326/234, 5-10=-338/233, 4-5=-270/108, 5-6=-3529/1129, 6-7=-2198/794, 7-8=-945/500 BOT CHORD 12-13=-497/496, 11-12=-532/1150, 10-11=-1147/3225, 9-10=-924/2193 WEBS 1-12=-432/1435, 3-11=-175/616, 3-5=-1001/396, 5-11=-2365/654, 6-9=-688/421, 6-10=-484/1455, 7-9=-957/2204, 2-12=-585/210 Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. Except: 10-0-0 oc bracing: 4-15 Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 13=297, 8=307. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. F.OFESS/ (7/ENC F <c"‘ C91547 CC co XP.09/30;2022 `�—i 4 ' March 26,2021 m A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856323 53620_AVENIDA_OBREGON A3SD GABLE 1 2 Job Reference (optional) BMC (Indio, CA), 14 Indio CA-92201, 2x4 = 5x6 = 13 3x6 II 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:12 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-DHsuje_SLmXOgDItnlie8fk6s6gC7hfy3T3CJ NzXfdT 4-6-2 15-10-12 I 11-6-0 17-1-3 23-0-0 4-6-2 1-4-10 5-7-3 5-7-3 5-10-13 6x8 = 4x5 = 15 3x8 = 5x6 = 4-6-2 5-10-12 11-6-0 17-1-3 23-0-0 4-6-2 1-4-10 5-7-3 5-7-3 5-10-13 5x6 = 8 3x6 II Scale = 1:43.3 9 9 v N Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 [5:0-8-0,0-4-12], [6:0-3-9,0-1-8], [9:0-3-0,0-3-0], [18:0-1-1,0-0-1], [19:0-1-9,0-0-12], [20:0-2-0,0-0-5], [21:0-1-9,0-0-12], [27:0-1-15,0-0-12] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CS!. TC 0.27 BC 0.47 WB 0.71 Matrix-R DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl -0.11 10 >999 -0.39 10 >687 0.05 8 n/a 0.1810-11 >999 L/d 360 240 n/a 240 PLATES GRIP MT20 220/195 Weight: 364 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* 13-14,10-15,8-16: 2x6 DF 1800F 1.6E or 2x6 DF SS 1-12,7-9,17-18,18-19,19-20,20-21,21-22: 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. (size) 13=0-5-8, 8=0-5-8 Max Horz 13=-580(LC 10) Max Uplift 13=-1662(LC 29), 8=-749(LC 32) Max Grav 13=2483(LC 48), 8=1268(LC 19) BRACING - TOP CHORD BOT CHORD JOINTS FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-13=-2503/1643, 1-2=-2392/1768, 2-3=-1624/1012, 3-4=-1492/1417, 5-10=-895/729, 4-5=-842/765, 5-6=-5522/2760, 6-7=-3340/2074, 7-8=-1292/968 BOT CHORD 12-13=-1584/1625, 11-12=-1738/2549, 10-11=-3790/5775, 9-10=-3207/4291, 8-9=-1462/1549 WEBS 1-18=-2144/3226, 12-18=-2122/3193, 3-11=-1061/1763, 3-5=-2770/1822, 5-11=-4218/2792, 6-9=-1099/910, 6-10=-2170/3426, 7-9=-2331/3373, 12-19=-280/164, 2-19=-280/164, 3-12=-2164/1631 Structural wood sheathing directly applied or 5-10-11 oc purlins, except end verticals. Except: 10-0-0 oc bracing: 4-15 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 18 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. ROFESS/ „A, "RENCF w C91547A. PAN 2c \ *//��u EXP. 09/30/2022 �ti / �pl� C VIA- P March 26,2021 m A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856323 53620_AVENIDA_OBREGON A3SD GABLE 1 2 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:12 2021 Page 2 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-DHsuje_SLmXOgDItnlie8fk6s6gC7hfy3T3CJ NzXfdT NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1662, 8=749. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-0-0 for 250.0 plf. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-100, 5-7=-70, 10-13=-74, 8-10=-20 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856324 53620_AVENIDA_OBREGON B1 Monopitch 3 1 Job Reference (optional) BMC (Indio, CA), 5x8 = 4x12 II Indio CA - 92201, 5-1-6 5-1-6 5x8 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:13 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-hTPHw_?464fFHNt3LTDtgtHG?WzJsAs617omrgzXfdS 15-6-8 9-11-3 13-11-8 14-9-0 19-6-13 21-6-9 24-4-10 29-6-0 4-9-13 4-0-5 0-9-8 0-9-8 4-0-5 1-11-13 2-10-1 5-1-6 7x10 = 3x4 = 2x4 I 7x10 = 4x12 II 15-6-8 5-1-6 9-11-3 13-11-8 14-9-0 19-6-13 21-6-9 24-4-10 5-1-6 4-9-13 4-0-5 0-9-8 0-9-8 4-0-5 1-11-13 2-10-1 3x6 = 29-6-0 5-1-6 Scale = 1:48.9 5x6 = 20 6x8 = Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-3-0,0-3-0], [9:0-2-15,Edge], [10:0-4-0,0-4-4], [13:0-5-0,0-5-4], [16:0-5-0,0-4-8], [17:0-3-9,0-2-8] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.38 BC 0.67 WB 0.58 Matrix-R DEFL. in (loc) I/deft L/d Vert(LL) -0.24 14 >999 360 Vert(CT) -0.82 13-14 >423 240 Horz(CT) 0.11 10 n/a n/a Wind(LL) 0.29 14 >999 240 PLATES GRIP MT20 220/195 Weight: 176 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Std G *Except* 18-19,10-20: 2x6 DF 1800F 1.6E or 2x6 DF SS 1-17: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G REACTIONS. (size) 18=0-5-8, 10=0-5-8 Max Horz 18=277(LC 9) Max Uplift 18=-379(LC 8), 10=-354(LC 12) Max Gray 18=1307(LC 1), 10=1307(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 8-10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-1205/654, 1-2=-2596/1359, 2-3=-3919/1885, 3-4=-4193/1923, 4-5=-4190/1926, 5-6=-3316/1599, 6-7=-3312/1602, 7-8=-2102/1104, 8-9=-280/274 BOT CHORD 17-18=-575/435, 16-17=-1570/2592, 15-16=-2089/3914, 14-15=-2121/4189, 13-14=-2121/4189, 12-13=-1609/3312, 11-12=-1609/3312, 10-11=-980/2099 WEBS 1-17=-1315/2593, 2-17=-922/566, 2-16=-767/1439, 3-16=-479/371, 3-15=-248/331, 5-13=-1018/594, 7-11=-1628/844, 8-11=-335/821, 8-10=-2177/1076, 7-12=-388/804, 5-14=-110/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 18=379, 10=354. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ROFESS/ /A��ENCF �c\ w C 91547 m • 09/30/2022 �—.ii ` e C VI\ \P March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856325 53620_AVENIDA_OBREGON B1GE GABLE 1 1 Job Reference (optional) BMC (Indio, CA), 5x6 = Indio CA-92201, 5-1-6 5-1-6 3x6 = 2 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:16 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-525PY01 yP?1 g8rce0bnalVvo9j6G3XUY_51 QS9zXfdP 15-6-8 9-11-3 I 11-6-0 I 13-11-8 14-9-0 1 4-9-13 1-6-13 2-5-8 0-9-8 0-9-8 x6 = 3 5 5x6 = 19-6-13 4-0-5 7 1-11-121-6-9 3 24-4-10 2-10-1 0.25 12 4x5 = 8 3x6 = 9 29-6-0 5-1-6 Scale = 1:48.9 5x6 = 31 10 29 28 27 26 25 24 23 22 21 20 3x8 I 4x5 = 7x10 = 2x4 II 3x6 = 3x8 II 2x4 II 7x10 = 4x12 1I 19 18 17 1615 2x4 1 I 2x4 I I 2x4 I 2x4 I I 2x4 11 2x4 11 15-6-8 5-1-6 9-11-3 11-6-0 13-11-8 4-9-0 19-6-13 5-1-6 4-9-13 1-6-13 2-5-8 0 9 8 0 9 8 4-0-5 21-6-9 1-11-13 24-4-10 2-10-1 14 13 12 11 4x5 =2x4 II 2x4 II 8x12 = 29-6-0 5-1-6 Plate Offsets (X,Y)-- [6:0-1-15,0-0-1], [6:0-3-0,0-3-0], [10:0-2-15,Edge], [19:0-5-0,0-4-8], [27:0-5-0,0-4-8], [47:0-1-15,0-0-12] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.25 BC 0.21 WB 0.53 Matrix-R DEFL. in (loc) 1/deft L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.02 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 209 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Std G *Except* 29-30,11-31: 2x6 DF 1800F 1.6E or 2x6 DF SS 1-28: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G OTHERS 2x4 DF Std G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 29-6-0. (Ib) - Max Horz 29=277(LC 35) Max Uplift All uplift 100 Ib or less at joint(s) 25, 23, 21, 20, 18, 17, 15, 13, 12 except 29=-573(LC 29), 11=-604(LC 32), 27=-360(LC 37), 28=-218(LC 37), 24=-646(LC 38), 19=-762(LC 38), 14=-450(LC 38), 16=-884(LC 29), 22=-782(LC 29), 26=-124(LC 33) Max Gray All reactions 250 Ib or less at joint(s) 25, 23, 21, 20, 18, 17, 15, 13, 26 except 29=685(LC 48), 11=689(LC 47), 27=642(LC 48), 28=792(LC 19), 24=742(LC 33), 19=875(LC 47), 14=536(LC 47), 16=888(LC 36), 22=815(LC 48), 12=288(LC 34) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-29=-562/553, 1-2=-1070/1068, 2-3=-951/955, 3-4=-1025/1006, 4-5=-711/693, 5-6=-278/264, 6-7=-953/921, 7-8=-443/420, 8-9=-673/608, 9-10=-1162/1101 BOT CHORD 28-29=-1479/1316, 27-28=-1247/1121, 26-27=-569/490, 25-26=-669/590, 24-25=-1031/952, 23-24=-305/258, 22-23=-335/288, 21-22=-397/350, 20-21=-663/617, 19-20=-1081/1035, 17-18=-378/337, 16-17=-451/402, 15-16=-644/603, 14-15=-988/947, 12-13=-506/471, 11-12=-1027/998 WEBS 1-28=-1248/1288, 2-28=-660/636, 2-27=-1054/1079, 3-27=-782/747, 3-50=-1199/1220, 24-50=-1211/1233, 6-19=-1261/1285, 8-14=-1251/1269, 9-14=-762/685, 9-11=-1090/1118, 8-16=-908/883, 6-22=-831/807 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. OQRpFESS/ph,9\ /. p�RENCF F�2 ~ v 2 Q C 91547 c � XP. 09/30/2022 �-/ \CIV]\.. ��P ' p A 11 March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856325 53620_AVENIDA_OBREGON B1GE GABLE 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:17 2021 Page 2 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-aFfnmM2aAl9hm_Agal Iprj Rzv7RVo_khDlmz_bzXfdO NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 23, 21, 20, 18, 17, 15, 13, 12 except (jt=lb) 29=573, 11=604, 27=360, 28=218, 24=646, 19=762, 14=450, 16=884, 22=782, 26=124. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 29-6-0 for 200.0 plf. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-10=-70, 11-29=-74(F=-54) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856326 53620_AVENIDA_OBREGON B1P Monopitch 7 1 Job Reference (optional) BMC (Indio, CA), 5x8 = 4x12 I I Indio CA - 92201, 5-1-6 5-1-6 5x8 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:18 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-2RDAzh3CxcIY081080p2Nw_6kXgUXQ5rSPWXW 1 zXfdN 15-6-8 9-11-3 13-11-8 14-9-0 19-6-13 21-6-9 24-4-10 29-6-0 4-9-13 4-0-5 0-9-8 0-9-8 4-0-5 1-11-13 2-10-1 5-1-6 7x10 = 3x4 = 2x4 I 7x10 = 4x12 II 15-6-8 5-1-6 9-11-3 13-11-8 14-9-0 19-6-13 21-6-9 24-4-10 5-1-6 4-9-13 4-0-5 0-9-8 0-9-8 4-0-5 1-11-13 2-10-1 3x6 = 29-6-0 5-1-6 Scale = 1:48.9 5x6 = 20 6x8 = Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-3-0,0-3-0], [9:0-2-15,Edge], [10:0-4-0,0-4-4], [13:0-5-0,0-5-4], [16:0-5-0,0-4-8], [17:0-3-9,0-2-8] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CS!. TC 0.38 BC 0.67 WB 0.58 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.24 14 >999 360 Vert(CT) -0.82 13-14 >423 240 Horz(CT) 0.11 10 n/a n/a Wind(LL) 0.29 14 >999 240 PLATES GRIP MT20 220/195 Weight: 176 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Std G *Except* 18-19,10-20: 2x6 DF 1800F 1.6E or 2x6 DF SS 1-17: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G REACTIONS. (size) 18=0-5-8, 10=0-5-2 Max Horz 18=277(LC 9) Max Uplift 18=-379(LC 8), 10=-354(LC 12) Max Gray 18=1307(LC 1), 10=1307(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 8-10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=-1205/654, 1-2=-2596/1359, 2-3=-3919/1885, 3-4=-4193/1923, 4-5=-4190/1926, 5-6=-3316/1599, 6-7=-3312/1602, 7-8=-2102/1104, 8-9=-280/274 BOT CHORD 17-18=-575/435, 16-17=-1570/2592, 15-16=-2089/3914, 14-15=-2121/4189, 13-14=-2121/4189, 12-13=-1609/3312, 11-12=-1609/3312, 10-11=-980/2099 WEBS 1-17=-1315/2593, 2-17=-922/566, 2-16=-767/1439, 3-16=-479/371, 3-15=-248/331, 5-13=-1018/594, 7-11=-1628/844, 8-11=-335/821, 8-10=-2177/1076, 7-12=-388/804, 5-14=-110/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 18=379, 10=354. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ROFESS/ �ENCFR�2��pc \ •inw C91547�� EXP.09/30/2022 - CV -. March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856327 53620_AVENIDA_OBREGON C1D Monopitch 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA - 92201, 5x8 = 12x12 = 19 5-1-6 5-1-6 5-1-6 5-1-6 5x6 = 18 9-11-3 4-9-13 13-9-11 3-10-8 5x8 = 4x8 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:20 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-_gLwON4TTDYFdSvPFRrWTL3QXLLL?E28vj?dbwzXfdL 15-8-4 19-6-13 21-8-6 24-4-10 29-2-7 29-6r0 1-10-9 1 3-10-9 2-1-9 2-8-4 4-9-13 0-3-9 5x6 = 15 14 17 16 7x10 = 2x4 11 9-9-6 9-11-3 12-5-8 13-9-11 15-8-4 4-8-0 0- -13 2-6-5 1-4-3 1-10-9 0.25 12 6 7 13 12 3x8 = 2x4 I1 19-6-13 21-8-6 24-4-10 3-10-9 2-1-9 2-8-4 4x5 = 8 Scale = 1:49.6 3x4 = 3x4 = 3x8 = 9 11 10 2x4 1 29-0-8 4-7-14 4x5 = 29-6-0 29rr 7 0-1- 5 0-3-9 Plate Offsets (X,Y)-- [2:0-3-9,0-2-0], [3:0-3-9,0-2-8], [5:0-3-0,0-3-0], [13:0-3-9,0-1-8], [15:0-5-0,0-4-8], [17:0-3-9,0-2-0], [19:0-0-0,0-5-8], [28:0-1-9,0-0-12], [31:0-1-9,0-0-12], [32:0-1-9,0-0-12] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.49 BC 0.71 WB 1.00 Matrix-R DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl -0.08 13-14 >999 -0.28 13-14 >703 0.02 34 n/a 0.21 13-14 >914 L/d 360 240 n/a 240 PLATES GRIP MT20 220/195 Weight: 216 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Std G *Except* 19-20: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. All bearings 12-9-0 except (jt=length) 34=0-5-8, 16=0-3-8. (Ib) - Max Horz 19=193(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except 19=-988(LC 29), 18=-330(LC 37), 17=-505(LC 37), 34=-1222(LC 38), 16=-987(LC 38) Max Gray All reactions 250 Ib or less at joint(s) except 19=998(LC 36), 18=435(LC 50), 17=1176(LC 1), 34=1423(LC 47), 16=1070(LC 49) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-19=-938/994, 1-2=-1576/1662, 2-3=-2554/2776, 3-4=-2750/2650, 4-5=-1992/1892, 5-6=-2627/2339, 6-7=-1941/1675, 7-8=-1515/1250, 8-9=-1010/1004 BOT CHORD 18-19=-1082/1106, 17-18=-673/571, 16-17=-1804/1560, 15-16=-1269/1025, 14-15=-1938/2024, 13-14=-1569/1658, 12-13=-1685/1942, 11-12=-1258/1462, 10-11=-911/1169, 10-34=-710/955, 9-34=-639/647 WEBS 1-18=-1905/1955, 2-17=-2481/2407, 3-15=-2144/2572, 5-13=-1187/1411, 8-10=-1586/1264, 2-18=-1201/1267, 3-17=-1899/1635, 4-15=-357/256, 5-14=-890/799, 8-11=-423/616, 6-13=-319/313 Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 5-7-5 oc bracing: 16-17 5-10-0 oc bracing: 14-15 7-9-2 oc bracing: 10-11. 1 Row at midpt 2-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 34 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 988 Ib uplift at joint 19, 330 Ib uplift at joint 18, 505 Ib uplift at joint 17, 1222 Ib uplift at joint 34 and 987 Ib uplift at joint 16. ROFESS/04, Q`�� 1REN�F q w C91547 c EX t 9/30/2022 ,r CIV1\ March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856327 53620_AVENIDA_OBREGON C1D Monopitch 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:20 2021 Page 2 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-_gLwON4TTDYFdSvPFRrWTL3QXLLL?E28vj?dbwzXfdL NOTES- 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag Toads along bottom chord from 0-0-0 to 29-6-0 for 200.0 plf. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856328 53620_AVENIDA_OBREGON C2D GABLE 1 1 Job Reference (optional) BMC, Indio, CA - 92203, Mitek 32 5x8 = 8 430 s Mar 22 2021 MiTek Industries, Inc. Thu Mar 25 07:28:18 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-BcmvgXHjm8mPKYTYu?_BZwktk5S1 IT9rTBmrgVzXRBx 10-1-13 13-11-8 15-6-8 20-0-0 21-6-9 24-11-2 29-10-4 34-9-5 38-6-8 40-0-0 42-0-0 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 4-11-2 3-9-3 1-5-8 2-0-0 0.25 12 8x12 = Scale = 1:70.5 3x6 = 33 5x6 = _ UM, - ..., I I DX0 - 5x8 = 2 3 4 5 67 8 9 10 11 12 13 to _ II -- 5x LSx apt D Y $ 01 31 4x12 II 30 4x8 = 10-1-13 10-1-13 29 28 27 5x6 = 13-11-8 3-9-11 7x10 = 156-8 1-7-0 20-0-0 4-5-8 5x6 = 26 25 24 8x12 = 23 7x10 = 21-6-9 24-1-0 24-11�2 1-6-910- 4x5 = 4x5 = 22 21 20 19 18 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 29-6-0 29110� 34-9-5 4-6-14 0-4-4 4-11-2 1716 5x8 = 4 6x8 = 40-0-0 38-6-8 -9-6- 91 I 3-9-3 11-1 0-5-10 v *V 0 Plate Offsets (X,Y)-- [3:0-5-0,0-4-8], [7:0-6-0,Edge], [9:0-3-9,0-2-8], [10:0-5-0,0-4-8], [15:0-5-12,0-2-8], [23:0-5-0,0-4-8], [25:0-3-9,0-4-0], [28:0-5-0,0-4-8], [30:0-3-9,0-2-0] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.33 BC 0.55 WB 0.76 Matrix-R DEFL. in (loc) I/defl Vert(LL) -0.07 28 >999 Vert(CT) -0.25 28-29 >999 Horz(CT) 0.03 24 n/a Wind(LL) 0.13 28-29 >999 L/d 360 240 n/a 240 PLATES GRIP MT20 220/195 Weight: 296 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 14-15: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* 31-32,14-33: 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Std G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 16-2-0 except (jt=length) 31=0-5-8, 14=0-5-2, 14=0-5-2, 24=0-3-8. (Ib) - Max Horz 31=-312(LC 34) Max Uplift All uplift 100 Ib or less at joint(s) 16, 17 except 31=-902(LC 29), 23=-734(LC 38), 21=-498(LC 40), 18=-157(LC 31), 22=-421(LC 37), 14=-817(LC 32), 24=-400(LC 39) Max Gray All reactions 250 Ib or less atjoint(s) 17, 19, 20, 14 except 31=1198(LC 36), 23=1626(LC 1), 21=358(LC 45), 18=316(LC 54), 22=644(LC 50), 14=804(LC 45), 24=400(LC 46) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-31=-1368/978, 1-2=-2089/1651, 2-3=-2427/1708, 3-4=-2104/1409, 4-5=-1684/977, 5-6=-1124/883, 6-7=-662/364, 7-8=-1032/727, 8-9=-1598/1348, 9-10=-1615/1809, 10-11=-1564/1605, 11-12=-649/631, 12-13=-331/287 BOT CHORD 30-31=-1190/1109, 29-30=-1516/1895, 28-29=-1528/2095, 27-28=-1001/1686, 26-27=-1777/2319, 25-26=-729/888, 24-25=-993/658, 23-24=-792/476, 22-23=-921/721, 21-22=-615/470, 20-21=-856/804, 19-20=-426/374, 18-19=-336/284, 17-18=-828/822, 14-15=-576/554 WEBS 1-30=-1652/2334, 2-30=-1080/902, 2-29=-1251/1560, 3-29=-786/786, 3-28=-1269/1239, 5-27=-506/706, 5-26=-2408/1910, 6-26=-485/688, 9-25=-1938/2644, 9-23=-1890/1415, 23-34=-1372/1204, 10-34=-1728/1517, 10-21=-993/1106, 11-21=-1459/1327, 11-18=-357/362, 12-14=-847/879, 4-28=-391/448, 8-25=-865/646, 12-15=-887/812, 15-18=-1168/1116, 11-15=-1010/1086, 22-34=-559/491 Sheathed or 5-5-9 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-0-3 oc bracing: 29-30 6-8-6 oc bracing: 28-29 8-2-5 oc bracing: 27-28. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-2-12 to 15-2-12, Exterior(2) 15-2-12 to 24-9-4, Corner(3) 24-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. inued d OQROFESS �`� S41- IRENCF UJC91547 P. 09/30/2022 -i `VIC 0- Ft- c*2 March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856328 53620_AVENIDA_OBREGON C2D GABLE 1 1 Job Reference (optional) BMC, Indio, CA - 92203, Mitek 8 430 s Mar 22 2021 MiTek Industries, Inc. Thu Mar 25 07:28:18 2021 Page 2 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-BcmvgXHjm8mPKYTYu?_BZwktk5S1 IT9rTBmrgVzXRBx NOTES- 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 16, 17 except (jt=Ib) 31=902, 23=734, 21=498, 18=157, 22=421, 14=817, 24=400. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 40-0-0 for 200.0 plf. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856329 53620_AVENIDA_OBREGON C3 Common 7 1 Job Reference (optional) BMC, Indio, CA - 92203, Mitek 5x8 = 8 430 s Mar 22 2021 MiTek Industries, Inc. Thu Mar 25 07:30:53 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-9QeVMX9yGl IQQM pLU3GYLcfP7aMGagbf6ppYm0zXR9W 10-1-13 13-11-8 15-6-8 20-0-0 21-6-9, 24-11-2 I 29-10-4 34-9-5 40-0-0 I42-0-0I 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 4-11-2 5-2-11 2-0-0 0.25 12 25 24 23 22 5x8 = 5x6 = 7x10 = 2x4 II 2x4 I1 4x8 = 2x4 I 67 8 21 20 4x5 = 4x5 = 4x5 = 9 7x10 = 5x6 = 11 Scale = 1:76.7 28 19 18 17 16 15 7x10 = 5x6 = 5x8 = 3x8 I I 5x6 = 10-1-13 13-11-8 15-6-8 I 20 0-0 21-6-9 24-11-2 29-10-4 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 34-9-5 4-11-2 40-0-0 5-2-11 co N M Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [3:0-5-0,0-4-8], [10:0-5-0,0-4-8], [17:0-3-9,0-2-8], [19:0-5-0,0-4-8], [23:0-5-0,0-4-8], [25:0-3-9,0-2-8] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.24 BC 0.55 WB 0.37 Matrix-R DEFL. in (loc) 1/deft L/d Vert(LL) -0.29 21 >999 360 Vert(CT) -1.00 21-22 >472 240 Horz(CT) 0.17 16 n/a n/a Wind(LL) 0.30 21-22 >999 240 PLATES GRIP MT20 220/195 Weight: 287 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 13-14: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* 26-27,16-28: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (Ib/size) 26=1774/0-5-8, 16=1972/0-5-8 Max Horz 26=295(LC 11) Max Uplift 26=-420(LC 8), 16=-511(LC 9) BRACING - TOP CHORD Sheathed or 3-6-13 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 12-13 10-0-0 oc bracing: 12-28 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-26=-1687/438, 1-2=-2623/655, 2-3=-4251/987, 3-4=-5068/1113, 4-5=-5090/1121, 5-6=-5322/1081, 6-7=-5319/1083, 7-8=-5321/1081, 8-9=-5324/1080, 9-10=-5134/1130, 10-11=-4260/996, 11-12=-2562/663, 13-16=-1788/498, 12-13=-1682/433 BOT CHORD 25-26=-276/289, 24-25=-601/2618, 23-24=-840/4291, 22-23=-985/5084, 21-22=-985/5084, 20-21=-1102/5320, 19-20=-1125/5129, 18-19=-975/4298, 17-18=-591/2557 WEBS 1-25=-660/2872, 2-25=-1364/403, 2-24=-414/1903, 3-24=-968/278, 3-23=-225/1050, 5-21=-195/598, 9-20=-155/508, 9-19=-472/180, 10-19=-199/990, 10-18=-916/282, 11-18=-434/1986, 11-17=-1393/417, 12-17=-667/2865, 4-23=-421/115 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 26=420,16=511. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ROFESS/0,V �OQ Q- f1RENCF % w C 91547 m XP. 09/30/2022 i� CIVIC \-\�P A March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856330 53620_AVENIDA_OBREGON C3D Common 1 1 Job Reference (optional) BMC, Indio, CA - 92203, Mitek 5x8 = cc 8 430 s Mar 22 2021 MiTek Industries, Inc. Thu Mar 25 07:30:13 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-KkDNzsgshTF5dDIf8fY9jA_ZDSivCadmwb7QN LzXRA8 10-1-13 13-11-8 15-6-8 20-0-0 21-6-9I 24-11-2 I 29-10-4 34-9-5 40-0-0 142-0-0 I 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 11 i4-11-2 4-11-2 5-2-11 2-0-0 0.25 12 25 24 23 22 5x8 = 5x6 = 7x10 = 2x4 II 2x4 I1 4x8 = 2x4 II 67 8 21 20 4x5 = 4x5 = 4x5 = 9 7x10 = 5x6 = 11 Scale = 1:76.7 2x4 = 28 19 18 17 16 15 7x10 = 5x6 = 5x8 = 3x8 II 5x6 = 10-1-13 13-11-8 15-6-8 20 0-0 21-6-9 24-11-2 29-10-4 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 34-9-5 4-11-2 40-0-0 5-2-11 29 co N M Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [3:0-5-0,0-4-8], [10:0-5-0,0-4-8], [17:0-3-9,0-2-8], [19:0-5-0,0-4-8], [23:0-5-0,0-4-8], [25:0-3-9,0-2-8] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.24 BC 0.55 WB 0.38 Matrix-R DEFL. in (loc) 1/deft L/d Vert(LL) -0.29 21 >999 360 Vert(CT) -1.00 21-22 >472 240 Horz(CT) 0.17 16 n/a n/a Wind(LL) 0.31 20 >999 240 PLATES GRIP MT20 220/195 Weight: 287 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 13-14: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G *Except* 26-27,16-28: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (Ib/size) 26=1774/0-5-8, 16=1972/0-5-8 Max Horz 26=381(LC 31) Max Uplift 26=-556(LC 29), 16=-647(LC 32) BRACING - TOP CHORD Sheathed or 3-6-13 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 12-13 10-0-0 oc bracing: 12-28 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-26=-1687/572, 1-2=-2623/880, 2-3=-4251/1208, 3-4=-5068/1308, 4-5=-5090/1176, 5-6=-5322/1282, 6-7=-5319/1127, 7-8=-5321/1126, 8-9=-5324/1257, 9-10=-5134/1338, 10-11=-4260/1228, 11-12=-2562/887, 13-16=-1788/626, 12-13=-1682/565 BOT CHORD 25-26=-390/403, 24-25=-707/2618, 23-24=-952/4291, 22-23=-1131/5084, 21-22=-1082/5084, 20-21=-1231/5320, 19-20=-1332/5129, 18-19=-1229/4298, 17-18=-862/2557, 16-17=-297/321 WEBS 1-25=-915/2872, 2-25=-1364/530, 2-24=-649/1903, 3-24=-968/420, 3-23=-463/1050, 5-21=-488/598, 9-20=-388/508, 9-19=-472/322, 10-19=-413/990, 10-18=-916/407, 11-18=-684/1986, 11-17=-1393/547, 12-17=-916/2865, 4-23=-421/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 26=556, 16=647. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a total drag load of 1650 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 40-0-0 for 41.3 plf. LOAD CASE(S) Standard March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856331 53620_AVENIDA_OBREGON C4 Common 4 1 Job Reference (optional) BMC (Indio, CA), 5x8 = Indio CA-92201, 10-1-13 10-1-13 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:28 2021 Page 1 ID:TpFgl_LRzKmmQMUnyX8D5ZziZG3-IMpy46AUahY7bhWxj6?On1 PsOZ7et_PJIyx2tSzXfdD 13-11-8 15-6-8, 20-0-0 21-6-9 24-11-2 29-10-4 34-9-5 40-0-0 142-0-0 1 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 4-11-2 5-2-11 2-0-0 0.25 12 2x4 11 4x8 = Scale = 1:69.8 5x8 = 5x6 = LX4 I I 4xa — cue I i 4X0 — .... 5x6 — 1 2 3 4 5 67 8 9 10 11 12 2w--0 N=" 0 0 IA 23 4x12 I I Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 22 5x8 = 21 20 19 5x6 = 7x10 = 2x4 II 18 17 4x5 = 4x5 = 16 7x10 = 10-1-13 13-11-8 15-6-8 20-0-0 21-6-9 24-11-2 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 [3:0-5-0,0-4-8],[10:0-5-0,0-4-8],[14:0-3-9,0-2-8],[16:0-5-0,0-4-8],[20:0-5-0,0-4-8],[22:0-3-9,0-2-8] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.24 BC 0.56 WB 0.47 Matrix-R 15 5x6 = 29-10-4 4-11-2 DEFL. in (loc) I/deft L/d Vert(LL) -0.29 18 >999 360 Vert(CT) -1.01 18-19 >470 240 Horz(CT) 0.17 13 n/a n/a Wind(LL) 0.3018-19 >999 240 34-9-5 4-11-2 14 5x8 = 40-0-0 5-2-11 PLATES GRIP MT20 220/195 13 4x12 II Weight: 274 Ib FT = 20% 25 LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G *Except* 23-24,13-25: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 23=0-5-8, 13=0-5-8 Max Horz 23=225(LC 9) Max Uplift 23=-418(LC 8), 13=-418(LC 9) Max Gray 23=1779(LC 1), 13=1779(LC 1) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-23=-1692/712, 1-2=-2631/1120, 2-3=-4266/1707, 3-4=-5090/1991, 4-5=-5113/2004, 5-6=-5353/2065, 6-7=-5350/2067, 7-8=-5352/2066, 8-9=-5354/2064, 9-10=-5173/2022, 10-11=-4307/1721, 11-12=-2620/1118, 12-13=-1689/712 BOT CHORD 22-23=-324/283, 21-22=-1239/2626, 20-21=-1839/4307, 19-20=-2107/5106, 18-19=-2107/5106, 17-18=-2157/5350, 16-17=-2056/5168, 15-16=-1713/4345, 14-15=-1010/2615 WEBS 1-22=-1132/2881, 2-22=-1369/641, 2-21=-771/1912, 3-21=-973/484, 3-20=-441/1058, 5-18=-193/609, 9-17=-159/502, 9-16=-464/286, 10-16=-409/980, 10-15=-912/468, 11-15=-796/1972, 11-14=-1378/643, 12-14=-1127/2864, 4-20=-424/217 Structural wood sheathing directly applied or 3-6-11 oc purlins, except end verticals. Rigid ceiling directly applied or 5-10-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-2-12 to 15-2-12, Exterior(2) 15-2-12 to 24-9-4, Corner(3) 24-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 23=418, 13=418. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856332 53620_AVENIDA_OBREGON C4GE GABLE 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, 5x8 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:37 2021 Page 1 ID:TpFgl_LRzKmmQMUnyX8D5ZziZG3-_5sLzBH7TShrA3iglVfVfxGPwBInU1fepsc1 hRzXfd4 10-1-13 13-11-8 115-6-81 20-0-0 21-6-9 24-11-2 29-10-4 34-9-5 40-0-0 142-0-0 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 4-11-2 5-2-11 2-0-0 7x10 = 0.25 12 1.5x4 5x6 1 7x10 = Scale = 1:74.7 5x8 = 45 4x5= 2 " '- 4x5= 3 4 5 67 8 9 10 11 12 1,5x4 II 1.5x4 II - 30x a `�► ,__ 5x4 0 .. ' 5x4 .I 0 .5x40 0 & c ` 4 & & & _ & `.. x1� _ o f#5x4 o _ 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 4x12 II 1.5x4 II 4x5 = 1.5x4 II 4x5 = 7x10 = 4x12 II 8x12 = 8x12 = 7x10 Special 4x5 = 1.5x4 4x5 = 1.5x4 4xII 12 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 Special Special Special I 1.5x4 Special 1.5x4 Special 1.5x4 II Special 1.5x4 II Special 1.5x4 11 Special Special Special 1.5x4 II 1.5x4 II Special Special Special Special Special Special Special Special Special 1.5x4 II 1.5x4 II Special 10-1-13 13-11-8 15-6-8 20-0-0 21-6-9 24-11-2 29-10-4 34-9-5 40-0-0 10-1-13 3-9-11 1-7-0 4-5-8 1-6-9 3-4-9 4-11-2 4-11-2 5-2-11 Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 [3:0-5-0,0-4-8], [5:0-1-12,0-0-12], [10:0-5-0,0-4-8], [23:0-5-0,0-4-8], [23:0-0-4,0-1-13], [26:0-3-9,0-4-0], [29:0-3-9,0-4-0], [34:0-5-0,0-4-8] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.19 BC 0.11 WB 0.53 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.01 26 n/a n/a PLATES GRIP MT20 220/195 Weight: 361 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G *Except* 43-44,13-45: 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Std G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 40-0-0. (Ib) - Max Horz 43=225(LC 36) Max Uplift All uplift 100 Ib or less at joint(s) 41, 39, 38, 36, 35, 33, 31, 30, 27, 25, 24, 22, 21, 20, 18, 17, 15 except 43=-904(LC 29), 13=-874(LC 32), 40=-238(LC 37), 37=-455(LC 37), 34=-908(LC 38), 32=-892(LC 29), 29=-939(LC 38), 26=-941(LC 31), 23=-389(LC 32), 19=-340(LC 32), 16=-242(LC 32), 42=-136(LC 32), 14=-123(LC 51) Max Gray All reactions 250 Ib or less at joint(s) 42, 41, 39, 38, 36, 35, 33, 31, 30, 28, 27, 25, 24, 22, 21, 20, 18, 17, 15, 14 except 43=951(LC 48), 13=954(LC 33), 40=648(LC 19), 37=646(LC 48), 34=1038(LC 33), 32=993(LC 48), 29=1126(LC 47), 26=1004(LC 34), 23=549(LC 33), 19=645(LC 19), 16=664(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-43=-829/774, 1-2=-1138/1145, 2-3=-1091/1097, 3-4=-1056/1041, 4-5=-348/348, 5-6=-997/980, 7-8=-372/358, 8-9=-1020/1003, 9-10=-1105/1092, 10-11=-1121/1097, 11-12=-1188/1152, 12-13=-786/779 BOT CHORD 42-43=-471/383, 41-42=-737/649, 40-41=-1248/1160, 39-40=-411/349, 38-39=-677/615, 37-38=-1107/1045, 35-36=-396/380, 34-35=-729/714, 33-34=-454/434, 32-33=-254/234, 31-32=-271/251, 30-31=-538/518, 29-30=-985/965, 28-29=-298/271, 27-28=-376/350, 26-27=-441/415, 25-26=-681/662, 24-25=-487/468, 22-23=-997/982, 21-22=-648/634, 20-21=-382/367, 18-19=-988/975, 17-18=-559/546, 16-17=-292/279, 15-16=-980/1024, 14-15=-478/512 WEBS 1-40=-1271/1300, 2-40=-1010/867, 2-37=-1218/1234, 3-37=-1191/1064, 3-34=-1340/1352, 5-32=-995/925, 5-29=-1347/1336, 6-29=-331/231, 9-26=-1288/1245, 9-23=-1124/1051, 10-23=-1239/1219, 10-19=-1059/962, 11-19=-1202/1178, 11-16=-992/875, 12-16=-1201/1188 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-2-12 to 15-2-12, Exterior(2) 15-2-12 to 24-9-4, Corner(3) 24-9-4 to 39-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856332 53620_AVENIDA_OBREGON C4GE GABLE 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:38 2021 Page 2 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-SHQkAXI IDIpin DHsJDAkB8pagbeOCUvn2 W MaEtzXfd3 NOTES- 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 39, 38, 36, 35, 33, 31, 30, 27, 25, 24, 22, 21, 20, 18, 17, 15 except (jt=lb) 43=904, 13=874, 40=238, 37=455, 34=908, 32=892, 29=939, 26=941, 23=389, 19=340, 16=242, 42=136, 14=123. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag Toads along bottom chord from 0-0-0 to 40-0-0 for 200.0 plf. 14) Special hanger(s) or other connection device(s) shall be provided starting at 0-2-12 from the left end to 39-9-4 sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-100, 7-12=-100, 13-43=-56 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856333 53620_AVENIDA_OBREGON D1D MONOPITCH 1 1 Job Reference (optional) BMC (Indio, CA), 18 Indio CA-92201, 1-11-0 1-11-0 5x6 = 2-6-4 3-1-2 2-pr0 3-0-4-4-0 -6-2s 11 1-2-14 0-6-4 0-0-12 0.25 12 2x4 I 6x8 = 2 3 4 5 7x10 = 7-6-7 3-2-7 3x6 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:40 2021 Page 1 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-OgYU bDK01N3Q 1 XRFQeCCGZugbPE7gK94Vgrh IlzXfd 1 12-1-9 4-7-2 7 3x8 = 16-8-11 4-7-2 4x5 = 19-5-8 2-8-13 Scale = 1:34.5 3x6 = 17 16 15 1.5x4 II 3x4 = 1.5x4 II 14 3x8 = 13 5x6 = NOTE: EXTREME CARE MUST BE TAKEN DURING TRUSS TRANSPORT, HANDLING AND ERECTION. PROVIDE SUPPORT THAT DOES NOT ALLOW TRUSS TO TWIST. ALL PLATES MUST REMAIN ENTIRELY INTACT AND EMBEDDED. 3-1-2 1-11-0 2-6-4 3 0 6 4-4-0 1-11-0 l oar to-s-211 1-2-1a 0-0-12 7-6-7 3-2-7 12-1-9 4-7-2 12 3x6 = 11 3x8 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 16-8-11 4-7-2 19-5-8 2-8-13 10 3 20 19 Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [4:0-3-8,0-4-8], [5:0-3-8,0-3-8], [7:0-3-9,0-1-8], [11:0-3-9,0-1-8], [14:0-3-9,0-1-8] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.54 BC 0.45 WB 0.80 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.10 12-13 >999 360 Vert(CT) -0.35 12-13 >587 240 Horz(CT) 0.06 20 n/a n/a Wind(LL) 0.14 12-13 >999 240 PLATES GRIP MT20 220/195 Weight: 99 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 5-9: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 19-20: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 3=0-5-4, 20=0-5-8 Max Horz 3=387(LC 36) Max Uplift 3=-720(LC 29), 20=-523(LC 38) Max Gray 3=1141(LC 1), 20=922(LC 1) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-438/456, 3-4=-267/204, 4-5=-1291/825, 5-6=-2777/2002, 6-7=-3289/2442, 7-8=-2146/1614, 8-9=-608/563, 10-20=-1039/816 BOT CHORD 16-17=-366/337, 14-15=-333/333, 13-14=-1365/1657, 12-13=-2218/2837, 11-12=-2307/3004, 10-11=-1195/1582 WEBS 6-13=-566/605, 6-12=-1153/1235, 2-16=-286/270, 7-12=-266/475, 1-16=-453/489, 4-14=-1206/1585, 8-11=-519/772, 7-11=-2021/1696, 8-10=-1765/1386, 5-14=-813/692, 5-13=-1668/2017 Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. Rigid ceiling directly applied or 4-5-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 3=720, 20=523. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 19-5-8 for 200.0 plf. 12) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). March 26,2021 LIkkg1/444ftlm X/emy-aeglaiparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856333 53620_AVENIDA_OBREGON D1D MONOPITCH 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-70, 16-17=-40(F=-20), 10-15=-40(F=-20) 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:40 2021 Page 2 I D:TpFgl_LRzKmmQMUnyX8D5ZziZG3-OgYU bDK0IN3Q 1 XRFQeCCGZugbPE7gK94Vgrh IlzXfd 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856334 53620_AVENIDA_OBREGON D2D MONOPITCH 1 1 Job Reference (optional) BMC (Indio, CA), 18 Indio CA-92201, 1-11-0 1-11-0 4x5 = 2-6-4 3-1-2 2-pr0 3-0-11 4-4-0 0- -0 0-6-26 1-2-14 0-6-4 0-0-12 0.25 12 2x4 I 6x8 = 2 3 4 5 5x8 = 7-6-7 3-2-7 3x4 = 6 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:41 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-ts6soZKeWgBHegOR_LkRpnR?LobPPq?EkUaEgCzXfdo 12-1-9 4-7-2 3x6 = 16-8-11 4-7-2 3x6 = 8 19-5-8 2-8-13 Scale = 1:34.5 3x6 = 9 17 16 15 1.5x4 II 3x4 = 1.5x4 II 14 13 12 11 3x8 = 3x8 = 3x4 = 3x6 = NOTE: EXTREME CARE MUST BE TAKEN DURING TRUSS TRANSPORT, HANDLING AND ERECTION. PROVIDE SUPPORT THAT DOES NOT ALLOW TRUSS TO TWIST. ALL PLATES MUST REMAIN ENTIRELY INTACT AND EMBEDDED. 1-11-0 1-11-0 3-1-2 2 6-4 3 0 6 4-4-0 10-7-4 10-6-211 1-2-14 0-0-12 7-6-7 3-2-7 12-1-9 4-7-2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 16-8-11 4-7-2 19-5-8 2-8-13 10 3x8 = 20 19 Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 [4:0-3-8,0-4-8], [5:0-1-12,0-3-0], [13:0-3-9,0-1-8], [14:0-3-9,0-1-8] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.54 BC 0.45 WB 0.63 Matrix-R DEFL. in (loc) I/defl L/d Vert(LL) -0.10 12-13 >999 360 Vert(CT) -0.35 12-13 >587 240 Horz(CT) 0.06 20 n/a n/a Wind(LL) 0.14 12-13 >999 240 PLATES GRIP MT20 220/195 Weight: 99 Ib FT = 20% LUMBER - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 5-9: 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G WEBS 2x4 DF Std G *Except* 19-20: 2x6 DF 1800F 1.6E or 2x6 DF SS REACTIONS. (size) 3=0-5-4, 20=0-5-8 Max Horz 3=284(LC 36) Max Uplift 3=-511(LC 29), 20=-368(LC 38) Max Gray 3=1141(LC 1), 20=922(LC 1) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-255/272, 4-5=-1260/723, 5-6=-2409/1563, 6-7=-2680/1833, 7-8=-1577/1046, 8-9=-326/281, 10-20=-922/661 BOT CHORD 13-14=-949/1242, 12-13=-1741/2404, 11-12=-1819/2624, 10-11=-945/1332 WEBS 6-13=-386/424, 6-12=-571/653, 7-12=-97/307, 4-14=-1011/1561, 8-11=-361/614, 7-11=-1508/1182, 8-10=-1510/1099, 5-14=-813/584, 5-13=-1167/1516 Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 4-11-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 3=511, 20=368. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a total drag load of 1650 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 19-5-8 for 84.8 plf. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard mffilifillePerrpffejedi A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 March 26,2021 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856334 53620_AVENIDA_OBREGON D2D MONOPITCH 1 1 Job Reference (optional) BMC (Indio, CA), Indio CA-92201, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-70, 16-17=-40(F=-20), 10-15=-40(F=-20) 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:41 2021 Page 2 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-ts6soZKeWgBHegOR_LkRpnR?LobPPq?EkUaEgCzXfdo A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856335 53620_AVENIDA_OBREGON M02 Monopitch 10 1 Job Reference (optional) BMC (Indio, CA), 16 4x5 = Indio CA-92201, 1-11-0 1-11-0 2x4 II 2 3 3x6 = 4-4-4 1-10-0 5x6 = 5 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:42 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-L3gEOvLGH_J8GgbeY2FgM_9gCyp8KBNz8KoNezXfd? 12-6-0 7-6-7 12-2 3-2-3 4-8-14 0- -12 Sca?el=1i:21.3 6 3x4 = 0.25 12 12-3-6 1.5x4 II 7 8 15 14 13 1.5x4 II 3x4 = Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 12 1.5x4 II 3x6 = 11 1.5x4 II NOTE: EXTREME CARE MUST BE TAKEN DURING TRUSS TRANSPORT, HANDLING AND ERECTION. PROVIDE SUPPORT THAT DOES NOT ALLOW TRUSS TO TWIST. ALL PLATES MUST REMAIN ENTIRELY INTACT AND EMBEDDED. 1-11-0 2-6-4 4-4-4 1-11-0 0-7-4 1-10-0 [5:0-2-8,0-3-0] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CS!. TC 0.63 BC 0.37 WB 0.45 Matrix-R 7-6-7 3-2-3 DEFL. in (loc) I/defl L/d Vert(LL) -0.05 10-11 >999 360 Vert(CT) -0.19 10-11 >636 240 Horz(CT) 0.03 10 n/a n/a Wind(LL) 0.0910-11 >999 240 10 3x4 =9 12-3-6 4-8-14 PLATES GRIP MT20 220/195 12I-2 0-d-12 Weight: 57 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G *Except* 1-5: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G WEBS 2x4 DF Std G REACTIONS. (size) 10=Mechanical, 3=0-5-4 Max Horz 3=123(LC 9) Max Uplift 10=-146(LC 12), 3=-260(LC 8) Max Gray 10=556(LC 1), 3=760(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-889/587, 5-6=-856/566 BOT CHORD 11-12=-578/849, 10-11=-578/849 WEBS 6-10=-888/604, 4-12=-752/1099, 5-12=-376/286 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. 11; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 10=146, 3=260. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 14-15=-40, 9-13=-40 March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply 53620 Avenida Obregon R65856336 53620_AVENIDA_OBREGON MO2D MONOPITCH 1 1 Job Reference (optional) BMC (Indio, CA), 16 5x6 = Indio CA-92201, 2-6-4 1-11-0 2{1[0 1-11-0 0-6-4 2x4 I 2 3 5x6 = 4-4-4 1-10-0 5 6x8 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Wed Mar 24 17:03:43 2021 Page 1 I D:TpFgl_LRzKmmQM UnyX8D5ZziZG3-pFDdDFMu21 R?u_Ag6mmvuCW F4cActhOWCo3Lv4zXfd 12-6-0 7-6-7 12-3-6 124-2 2I 3-2-3 4-8-15 0-0-12 0.25 12 6 3x8 = Scats =1i:21.3 1.5x4 II 7 8 15 14 13 12 11 1.5x4 II 3x4 = .5x4 11 5x6 = 1.5x4 11 NOTE: EXTREME CARE MUST BE TAKEN DURING TRUSS TRANSPORT, HANDLING AND ERECTION. PROVIDE SUPPORT THAT DOES NOT ALLOW TRUSS TO TWIST. ALL PLATES MUST REMAIN ENTIRELY INTACT AND EMBEDDED. Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 1-11-0 2-6-4 4-4-4 1-11-0 0-7-4 1-10-0 [5:0-2-12,0-3-8], [6:0-3-9,0-1-8], [10:0-3-9,0-3-0] SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code IBC2018/TP12014 CSI. TC 0.91 BC 0.78 WB 0.77 Matrix-R 7-6-7 3-2-3 DEFL. in (loc) I/defl L/d Vert(LL) -0.05 10-11 >999 360 Vert(CT) -0.19 10-11 >636 240 Horz(CT) 0.06 10 n/a n/a Wind(LL) 0.19 10-11 >639 240 10 6x8 = 9 12-3-6 4-8-15 PLATES GRIP MT20 220/195 121¢-2 0-d-12 Weight: 57 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G *Except* 1-5: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1 &Btr G WEBS 2x4 DF Std G REACTIONS. (size) 10=Mechanical, 3=0-5-4 Max Horz 3=261(LC 32) Max Uplift 10=-427(LC 38), 3=-608(LC 29) Max Gray 10=594(LC 47), 3=796(LC 36) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-438/465, 4-5=-1402/1279, 5-6=-1085/963, 6-7=-923/918 BOT CHORD 14-15=-369/336, 12-13=-337/337, 11-12=-983/1091, 10-11=-1637/1745 WEBS 6-11=-154/345, 6-10=-1964/1851, 2-14=-298/270, 1-14=-453/493, 4-12=-1699/1828, 5-12=-496/521 Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 10=427, 3=608. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-4-2 for 200.0 plf. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 14-15=-40, 9-13=-40 March 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville CA 95661 Symbols PLATE LOCATION AND ORIENTATION 1 3/ " Center plate on joint unless x, y 4 indicated. Numbering 6-4-8 System dimensions shown in ft-in-sixteenths 1 General Safety Notes Property Failure to Follow Could Cause t p )/ Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. 1 2 TOP CHORDS I (Drawings not to scale) 3 offsets are Dimensions are in ft-in-sixteenths. �� Apply plates to both sides of truss and fully embed teeth. 1 0 - / 1 fi TOP CHORD rpil 0 LY 2 U a O- For 4 x 2 orientation, locate plates 0- '/ie" from outside edge of truss. This symbol indicates the C7-8 C6-7 C5-6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ©2012 MiTek® All Rights Reserved required direction of slots in "Plate PLATE LATERAL BEARING software 4 h=0 location x �/e II SIZE 4 connector plates. details available in MiTek 20/20 or upon request. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint Mil I11 iTe MiTek Engineering Reference Sheet: MII-7473 • k rev. 5/19/2020 number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal 9 p Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MARTIN iTi.tSTRUCTURAL CONSULTING, INC. BRES2021-0036 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE05/07/2021 BY IF 1,609SF SINGLE FAMILY DWELLING STRUCTURAL CALCULATIONS Hafif Residence Avenida Obregon La Quinta, CA January 9, 2021 547 E. 6th Ave., Escondido, CA 92025 - Ph: (760) 745-6012 - Fax: (7& 745-6222 tmartin-se@cox_net - http:llmartinstructuraicansutting.com CALCULATIONS m- MARTIN STRUCTURAL CONSULTING, INC. 547 E. 6TH AVE,. ESCONDIDO, CA 92025 i 760 745-6012 PROJECT: f, F , Fr PROJ. NO.: -Z DATE: BY: 7" , — SHEET: Loads Dead Loads: Exterior Wall Roof ___._ "_Shiiido p 1.5 psf ._...._ ._..F@Ofing - af....___._.._. 2x6 Studs r? 16" o.c. 1.5 PIy 1.5 Top and Sill Plate 0.5 Rafters 2.5 1/2" Gypsum Board 2.2 Gypsurn 2.2 Insulation/Misc. 1.3 Misc 5.8 Total 14.0 psf Tt otal 15.0 psf To osfwth sing .. .. 20 psfiiirth sfucc Interior Wall (2) 112" Gypsum Boan:1 4.4 psf 2x4 6 16" o.c. '1.0 Top and Sill plates ' p.5 -Mist 1.1 Total 7 psf Live Loads: Roof - 20 psf Lateral Loads: See calculations for determination of loads Vs = .130W Horizontal wind pressure = 16.8 psf CALCULATIONS MARTIN STRUCTURAL CONSULTING, INC. 547 E. 6TH AVE., ESCONDIDO, CA 92025 (76D) 745-6012 ? 3 v✓ = zd rvc 6 t- . TY..K L. '/y../)7�1'v4_ m�a PROJECT: /het.F-1 F� PROJ. NO.: Zd 13,21' DATE: j /g / BY: , ^ SHEET: s f r>c} 3 Load Combination Segment Length +D41 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood Beam Lic. : KW-06005538 Project Title: Hafrff Engineer: Project ID: 20138 Project Descr Description : 81 CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade y tie= InlmersVinarnDropbwcWdrre\Tod ASUS L11MSC pigads120138 Hid?cal s.ec6 . Software copyright ENERCALC, INC. 1983-2018. Buld:10.18.12.13 . Licensee-- MARTIN STRUCTURAL CONSULTING INC. Fb + Fb - Fc - Pr11 Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling : Douglas Fir -Larch : No.1 D(0.3) aLr(0.4) 1350 psi 1350 psi 925 psi 625 psi 170 psi 675 psi E Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580ksi i Density ;121pcf A 6x6 Span = 5.0 ft Applied Loads H Service bads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, Lr = 0.020 ksf, DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Trbutary Width = 20.0 ft 0.56t 1 6x6 946.66psi 1,687.50psi +0+Lr+l-1 2.500ft Span # 1 0.046 in 0.000 in 0.081 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span# M V Cd C FN C i Cr Length = 5.0 ft 1 0.334 0.199 +D+L+H Length = 5.0 ft 1 0.301 0.179 +D+Lr+H Length = 5.0 ft 1 0.561 0.334 +D+S+H Length = 5.0 ft 1 0.261 0.156 +0+0.750Lr+0.750L+H Length = 5.0 ft 1 0.481 0.286 +0+0.750L+0.750S+H Length = 5.0 ft 1 0.261 0.156 0.90 1.000 1.000 1.00 1.000 1.000 1.25 1.000 1.000 1.15 1.000 1.000 1.25 1.000 1.000 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1293 >=360 0 <360 739>=180 0<180 Moment Values Cm Ct CL M tb Fb 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 405.71 0.94 405.71 2.19 946.66 0.94 405.71 1.88 811.42 0.94 405.71 Desi. n OK 0.00 1215.00 0.00 1350.00 0.00 1687.50 0.00 1552.50 0.00 1687.50 0.00 1552.50 0.334 : 1 6x6 70.94 psi 212.50 psi +D+Lr+H 0.000ft Span#1 Shear Values V fv Pv 0.00 0.00 0.00 0.61 30.40 153.00 0.00 0.00 0.00 0.61 30.40 170.00 0.00 0.00 0.00 1.43 70.94 212.50 0.00 0.00 0.00 0.61 30.40 195.50 0.00 0.00 0.00 1.23 60.81 212.50 0.00 0.00 0.00 0.61 30.40 195.50 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Tine Block Une 6 1 Wood Beam Lic. 0 : KW-06005538 Description : 81 Project Title: Hafiff Engineer: Project ID: 20138 Project Descr Load Combination Max Stress Ratios Segment Length Sprint M V Cd C FN CI Cr Cm C r C L M lb Ft V Iv Pv +0+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0 188 0.112 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.94 405.71 2160.00 0.61 30.40 272.00 +0+0.750Lr+0.450W41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.376 0.224 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.88 811.42 2160.00 1.23 60.81 272.00 +0+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.188 0.112 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.94 405.71 2160.00 0.61 30.40 272.00 +0.600+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.113 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.56 243.43 2160.00 0.37 18.24 272.00 +040.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.188 0.112 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.94 405.71 2160.00 0.61 30.40 272.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.188 0.112 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.94 405.71 2160.00 0.61 30.40 272.00 +0.60D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.113 0.067 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.56 243.43 2160.00 0.37 18.24 272.00 Overall Maximum Deflections Load Combination Span Max.'-' Dee Location in Span Load Combination Max.'+' Del Location in Span ti Fie= Inses'entyKkoptexVitchiseqod ASUS LTVASC prciects120138 Hdiff calcs.ec6 . Same copyright ENERCALG INC.1983-2018. Bcald:10.18.1213 . Licensee : MARTIN STRUCTURAL CONSULTING, INC. Moment Valdes Shear Values 40+Lr+H 1 0.0612 2.518 0.0000 0.000 Vertical Reactions Support notation : Far left is 81 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.750 1.750 Overall MMNimum 1.000 1.000 +O+H 0.750 0.750 +D+L+H 0.750 0.750 +D+Lr+H 1.750 1.750 +D+S+H 0.750 0.750 +D+0.750Lr+0.750L+H 1.500 1.500 +0+0.750L+0.750S41 0.750 0.750 +0+0.60W+H 0.750 0.750 +0+0.750Lr+0.450W+H 1.500 1.500 +D+0.750S+0.450W+H 0.750 0.750 +0.60D+0.60W+0.60H 0.450 0.450 +0+0.70E+0.60H 0.750 0.750 +0+0.750L+0.750S+0.5250E+H 0.750 0.750 +0.60D+0.70E41 0.450 0.450 D Only 0.750 0.750 Lr Only 1.000 1.000 LOnly S Only W Only EOnty H Only Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood Beam Lic. # : KW-06005538 Description : CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Project Title: Haftff Engineer Project ID 20138 Project Descr: Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species : Boise Cascade Wood Grade : Versa Lam 2800 Beam Bracing Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional budding D(0 3) Lr(0.4) 8 Fie = 0:1UsersUrrnarN)ropbo ' dikegod ASUS LTIMSC prolects120138 Hafifftaics.ec6 Software copyrght ENERCALC, INC 1983.2018, Buiid:10.18.12.13 . Licensee : MARTIN STRUCTURAL CONSULTING, INC. Fb + 2800 psi Fb - 2800 psi 3000 psi 750 psi 285 psi 2100 psi E : Modulus of Elasticity Ebend- xx 2000ksi Eminbend - xx 330120482 ksi $ Density 41 76pcf 5.25x9.5 Span = 12.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150. Lr = 0.020 ksf, DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb Actual = FB : Allowable = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Tributary Width = 20.0 ft 0.547: 1 5.25x9.5 1,914.68psi 3.500.00psi +0+Lr+H 6.000ft Span #1 Maximum Shear Stress Ratio Section used for this span tv : Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.250 in Ratio = 0.000 in Ratio = 0.438 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Sparc # M V Cd +O+H Length = 12.0 ft 1 0.326 0.183 +O+L+H Length = 12.0 ft 1 0.293 0.165 +O+Lr+H Length = 12.0 ft 1 0.547 0.308 +O+S+H Length = 12.0 ft 1 0.255 0.143 +D+0.750Lr+0.750L+H Length = 12.0 ft 1 0.469 0.264 +D+0.750L+0.750S+H Length = 12.0 ft 1 0.255 0,143 C FN 0.90 1.000 1.000 1.00 1.000 1.000 1.25 1.000 1.000 1.15 1.000 1.000 1.25 1.000 1.000 1.15 1.000 Ci Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 575>=360 0<360 328>=180 0<180 Cm C t CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Desi . n OK Moment Values M fb Fb 0.00 5.40 820.58 2520.00 0.00 5.40 820.58 2800.00 0.00 12.60 1.914.68 3500.00 0.00 5.40 820.58 3220.00 0.00 10.80 1,641.16 3500.00 0.00 5.40 820.58 3220.00 0.308 : 1 5.25x9.5 109.72 psi 356.25 psi +D+1r4H 0.000ft Span#1 Shear Values V Iv Fv 0.00 1.56 0.00 1.56 0.00 3.65 0.00 1.56 0.00 3.13 0.00 1.56 0.00 47.02 0.00 47.02 0.00 109.72 0.00 47.02 0.00 94.05 0.00 47.02 0.00 256.50 0.00 285.00 0.00 356.25 0.00 327.75 0.00 356.25 0.00 327.75 Project Title: Hafiff Engineer: Project ID: 20138 Project Descr: Max Stress Ratios Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 rWood Beam Lic. N : KW-06005538 Description : Load Combination Segment Length Span # M v Cd C FN C i Cr C m C t C L M tb F'b +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.183 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.40 820.58 4480.00 1.56 47.02 456.00 +D+0.750Lr+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0 00 Length = 12.0 ft 1 0.366 0.206 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.80 1,641.16 4480.00 3.13 94.05 456.00 +0+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.183 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.40 820.58 4480.00 1.56 47.02 456.00 +0.600+0.60W+0.601-1 1.000 1.00 1.00 1.00 1.00 100 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0 110 0.062 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.24 492.35 4480.00 0.94 28.21 456.00 +D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0 183 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.40 820.58 4480.00 1.56 47.02 456.00 +0+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.183 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.40 820.58 4480.00 1.56 47.02 456.00 +0.600+0.70E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.0 ft 1 0.110 0.062 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.24 492.35 4480.00 0.94 28.21 456.00 Overall Maximum Deflections Load Combination Span Max.'- Deft Location in Span Load Combination Max. '+' Dell Location in Span 7 qM a Tod ASUS LTIMSC proiecls120138 Hafifica cs.ec6 . Sotlware cop/right ENERCALC, INC. 1983-2018. Build:10.18.12.13 . Lcensee : MARTIN STRUCTURAL CONSULTING, INC. Moment Values Shear Values V fa Fv +0+1r+H 1 0.4379 6.044 0.0000 0.000 Vertical Reactions Support rotation : Far left is #1 values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.200 4.200 Overall MiNimum 2.400 2.400 +0+H 1.800 1.800 +D+L+H 1.800 1.800 +D+Lr+H 4.200 4.200 +D+S+H 1.800 1.800 +0+0.750Lr+0.750L+H 3.600 3.600 +D+0.750L+0.750S+H 1.800 1.800 +D+0.60W+H 1.800 1.800 +0+0.750Lr+0.450W+H 3.600 3.600 +0+0.750S+0.450W+H 1.800 1.800 +0.600+0.60W+0.60H 1.080 1.080 +0+0.70E+0 60H 1.800 1.800 +0+0.750L+0.750S+0.5250E+11 1.800 1.800 +0.600+0 70E+H 1.080 1.080 D Only 1.800 1.800 Lr Only 2.400 2.400 L Only S Only W Only E Only H Only : Boise Cascade : Versa Lam 2800 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Wood Beam Description: 83 CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Project Title: Hafiff Engineer: Project ID: 20138 Project Descr: Re = DQlsers tmaf Lropbox AichiveVTad ASUS LTIMSC poiects120138 Hafilccalcs.ec6 ENERCALC, INC.1983.2018, Build:10.18.1213 Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0 16) LrtO.16) b 2800 psi 2800 psi 3000 psi 750 psi 285 psi 2100 psi E : Modulus of Elasticity Ebend- xx 2000ksi Eminbend - xx 330120482 ksi Density 41 76pcf A 5.25x11.875 Span = 20.0 ft Applied Loads Uniform Load D = 0.020, Lr = 0.020 ksf. DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maxima im Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Tntxutary Width = 8.0 ft = 0.44 S 1 5.25x11.875 = 1,556.06psi 3, 500.00 psi +D+Lr+H 10.000ft = Span # 1 Ma 0.395 in Ratio = 0.000 in Ratio = 0.791 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C I Cr +D++i Length = 20.0 ft 1 0.309 0.136 0.90 +D+L+H Length = 20.0 ft 1 0.278 0.122 1.00 +D+Lr+H Length = 20.0 ft 1 0.445 0.196 1.25 +D+S+H Length = 20.0 ft 1 0.242 0.106 1.15 +0+0.750Lr+0.750L+H Length = 20.0 ft 1 0.389 0.171 1.25 +D+0.750L+0.750S+H Length = 20.0 ft 1 0.242 0.106 1.15 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Service loads entered. Load Factors will be applied for calculations. xlmum sh -ar Stress Ratio Section used for this span fv - Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 6l >=360 U <360 303>=180 0<180 Cm C t CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Values lb 8.00 778.03 8.00 778.03 16.00 1,556.06 8.00 778.03 14.00 1,361.55 8.00 778.03 Desi • n OK 0 196 : 1 5.25x11.875 69.69 psi 356.25 psi +D+LI+H 0.000 ft Span # 1 Shear Values Fb V fv Pv 0.00 2520.00 0.00 2800.00 0.00 3500.00 0.00 3220.00 0.00 3500.00 0.00 3220.00 0.00 1.45 0.00 1.45 0.00 2.90 0.00 1.45 0.00 2.53 0.00 1.45 0.00 34.84 0.00 34.84 0.00 69.69 0.00 34.84 0.00 60.98 0.00 34.84 0.00 256.50 0.00 285.00 0.00 356.25 0.00 327.75 0.00 356.25 0.00 327.75 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Wood Beam Lic. # : KW-06005538 Description : B3 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FA/ C i Cr Cm C I CL M fb Fb V iv Fv +0+0.60W++1 - - 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.174 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.00 778.03 4480.00 1.45 34.84 456.00 +D+0.750Lr+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.304 0.134 1.60 1.000 1.00 1.00 1.00 1.00 1.00 14.00 1,361.55 4480.00 2.53 60.98 456.00 +0+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0 00 Length = 20.0 ft 1 0.174 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.00 778.03 4480.00 1.45 34.84 456 00 +0.60D+0.60W+O.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.104 0.046 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.80 466.82 4480.00 0.87 20.91 456.00 +D+0.70E+O.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.174 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.00 778.03 4480.00 1.45 34.84 456.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.174 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.00 778.03 4480.00 1.45 34.84 456.00 +0.60D+0.70E4f 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 20.0 ft 1 0.104 0.046 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.80 466.82 4480.00 0.87 20.91 456.00 Overall Maximum Deflections Load Combination Span Max.'-' Defl Location in Span Load Combination Max.'; Defl Location in Span 4041r 1 1 - - 0.7908 10.073 0.0000 0.000 Vertical Reactions Support notation : Far left is # 1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.200 3.200 Overall MINimum 1.600 1.600 +0.+H.l 1.600 1.600 +D+L+H 1.600 1.600 +D+Lr+H 3.200 3.200 +O+S+H 1.600 1.600 +0+0.750Lr+0.750L+H 2.800 2.800 +D+0.750L+0.750S+H 1.600 1.600 +0+0.60W+H 1.600 1,600 +0+0.750Lr+0.450W+H 2.800 2.800 +D+0.750S+0.450W+H 1.600 1.600 +0.60D+0.60W+0.60H 0.960 0.960 +0+0.70E+O.60H 1 600 1.600 +0+0.750L+0.750S+0.5250E+H 1.600 1.600 +0.60D+0.70E+H 0.960 0.960 D Only 1.600 1.600 Lr Only 1.600 1.600 Project Title: Hafrff Engineer: Protect ID: 20138 Project Descc y P.• 45AM Fie = Tod ASUS LTIMSC protectst20138 Hatifkaes.ec6 . Solhrare copyright ENERCALC, INC. 1983-2018. Buid:10.18.12.13 Licensee : MARTIN STRUCTURAL CONSULTING. INC. Moment Values Shear Values L Only S Only W Only E Only H Only Load Combination Douglas Fir -Larch : No.1 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 rWood Beam Lic. # : KW-06005538 Description : CODE REFERENCES Project Title: Hafiff Engineer: Project ID- 20138 Project Descr. Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade lt% F D JseirstnarDDrupboxVuctuve\Tod ASUS LTIMSC ptoiecls120138 HafifACelcs.ec6 . Software copyright ENERCALC, INC.1983-2018, Build:10.18.1213 . Licensee : MARTIN STRUCTURAL CONSULTING, INC. Fb + Fb Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling DO 08) Lr(0.08) 1350 psi 1350 psi 925 psi 625 psi 170 psi 675 psi E : Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580ksi Density 31 21 pcf A 6x10 Span = 16.0 ft Applied Loads Uniform Load . D = 0.020, Lr = 0.020 ksf, Tributary Width = 4.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb Actual = FB Allowable = Load Combination Location of maximum on span Span # where maximum occurs = Maximuin Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service Toads entered. Load Factors will be applied for calculations. 0.444a 1 6x10 742.66psi 1,687.50psi +D+U+H 8.000ft Span # 1 0 189 in 0.000 in 0.377 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Segment Length Span # M V +D+H Length = 16.0 ft +D+{.+H Length = 16.0 ft +0+Lr+H Length = 16.0 ft +D+S+H Length = 16.0 ft +0+0.750Lr+0.750L+H Length = 16.0 ft +0+0.750L+0.750S+H Length = 16.0 ft Cd CFN 1 0.306 0.109 0.90 1.000 1.000 1 0.275 0.098 1.00 1.000 1.000 1 0.440 0.157 1.25 1.000 1.000 1 0.239 0.085 1.15 1.000 1.000 1 0.385 0.137 1.25 1.000 1.000 1 0.239 0.085 1.15 1.000 Ct Cr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1017>=360 0<360 508>=180 0<180 Desi • n OK 0.157 : 1 6x10 33.26 psi 212.50 psi +D+I1+H 15.241 ft Span # 1 Moment Values Cm C t C L M fb Pb 0.00 1.00 1.00 1.00 2.56 371.33 1215.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 2.56 371.33 1350.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 5.12 742.66 1687.50 1.00 1.00 1.00 0.00 1.00 1.00 1.00 2.56 371.33 1552.50 1.00 1.00 1 00 0.00 1.00 1.00 1.00 4.48 649.83 1687.50 1.00 1.00 1.00 0.00 1.00 1.00 1.00 2.56 371.33 1552.50 Shear Values V N F'v 0.00 0.00 0.00 0.58 16.63 153.00 0.00 0.00 0.00 0.58 16.63 170.00 0.00 0.00 0.00 1.16 33.26 212.50 0.00 0.00 0.00 0.58 16.63 195.50 0.00 0.00 0.00 1.01 29.10 212.50 0.00 0.00 0.00 0.58 16.63 195.50 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Wood Beam Lic. X : KW-08005538 Description : Load Combination Segment Length Project Title: Hafiff Engineer: Project ID' 20138 Project Descr: Max Stress Ratios Prnte!1 9 JAN 20r+ - .0 A',' Fb = D U setslImartDropboxWohnelTad ASUS LTIMSC ptojects120138 Hali@caks.ec6 Solbw.re copyright ENERCALC, INC.1983.2018, Build:10.18.12.13 . Licensee MARTIN STRUCTURAL CONSULTING, INC. Moment Values Shear Values Span# M V Cd CFN Ci Cr Cm C t CL M lb Pb V fv F'v +0+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.172 0.061 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.56 371.33 2160.00 0.58 16.63 272.00 +D+0.750Lr+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.301 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.48 649.83 2160.00 1.01 29.10 272.00 +D+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.172 0.061 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.56 371.33 2160.00 0.58 16.63 272.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.103 0.037 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.54 222.80 2160.00 0.35 9 98 272.00 +D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 h 1 0.172 0.061 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.56 371.33 2160.00 0.58 16.63 272.00 +0+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.172 0.061 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.56 371.33 2160.00 0.58 16.63 272.00 +0.60D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.103 0.037 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.54 222.80 2160.00 0.35 9.98 272.00 Overall Maximum Deflections Load Combination Span Max. ' ' Dell Location in Span Load Combination Max '+' Dell Location in Span +04os+ 1 1 0.3774 8.058 0.0000 0.000 Vertical Reactions Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.280 1.280 Overall MINimum 0.640 0.640 +O+H 0.640 0.640 +0+L+H 0.640 0.640 +D+Lr+H 1.280 1.280 +D+S+H 0.640 0.640 +D+0.750Lr+0.750L+H 1.120 1.120 +D+0.750L+0.750S+H 0.640 0.640 +D+0.60W+H 0.640 0.640 +D+0.750Lr+0.450W+H 1.120 1.120 +D+0.750S+0.450W+H 0.640 0.640 +0.60D+0.60W+0.60H 0.384 0.384 +0+0.70E+0.60H 0.640 0.640 +D+0.750L+0.750S+0.5250E+1-1 0.640 0.640 +0.60D+0.70E+H 0.384 0.384 D Only 0.640 0.640 Lr Only 0.640 0.640 L Only S Only W Only E Only HOnly 1 /9�2021 U.S. Seismic Design Maps iL OSHPD Avenida Obregon, La Quinta, CA 92253, USA Latitude, Longitude: 33.6690355, -116.31321 Date 1,9f2021, 7:29:42 AM Design Code Reference Document ASCE7-16 Risk Category 1I Site Class D - Default (See Section 11 4 31 Type Value Description SS 1 5 MCER ground motion. (for 0.2 second period) S1 0 6 MCER ground motion. (for 1 Os penod) Sus 1 8 Site -modified spectral acceleration value Su t nue -See Section 11 4 8 Sde-mod Bed spectral acceleration value SOS 1 2 Numenc seismic design value at 0.2 semrd SA SOn nue -See Section 11 4.8 Numeric seismic design value al 1 0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category F. 1.2 Site amplification factor al 0.2 second Fv nue See Section 11 4.8 Sde amplification fads at 1 0 second PGA 0.564 MCEG peak ground acceleraton FpGA 12 Site amplification factor al PGA PGA 0.677 Site modified peak ground acceleration Ti. 8 Long-penod transition period in seconds SsRT 1.634 Probabilistic nsk-targeted ground motion. (0.2 second) SsUH 1.78 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.822 Probabilistic nsk-targeted ground motion. (1 0 second) SIUH 0.693 Factored undorm-hazard (2% probability of exceedance in 50 years) spectral acceeraton SID 0.6 Factored detemunis8c acceleration value (1 0 second) PGAd 0.564 Factored deterministic acceleration value. (Peak Ground Accokxabon) CRS 0.918 Mapped value of the nsk coefficient at short penods CR1 0.897 Mapped value of the nsk coefficient al a penod of 1 s Whole Lotta Love Bbq Map data -2021 https://seismicmaps.org 1/2 Title Block Line 1 You can change this area Jstng the 'Settings' menu item ano then using the'Pnnttng & 7 itle Block' setedan Title Block Line 6 ASCE 7-16 Wind Forces. Chanter 27 Part I Descnpron -None- Risk Category Basic Wino Speed Kd Directionality Factor 2 per ASCE 7.16'atn+e 1 5-1 1230 0 850 per ASCE 7-16 Table 26 6-1 Exposure Category per ASCE --1^ Section 26.7 North Exposure C Eas! Exposure C South Exposure C West Exposure C Project Title Engineer Protect ID Project Descr '3 . t - urexs tmarrL•npoo. Tm ASuS t T IJSC ptgects1992 Bravo Coufralt s ec6 Ubrare;aprra9ntEt 1 CALt:. tHC 19812018. Btald t018'213 Horizontal Dim in North -South Direction tB or Lt hi-x'zanlal itm in East-West Drection tB or Li h Mean Root height Topographic Factor as ASCE 7-16 Sec 26 8 & Figure 26 8-1 Binding Penod & Category user has entered building :ata to determine frequency and FlexibiMy type Nor., I1 South K 1 = Ea.: K1 = West K 1 = KC2 = 10 K3 = 1 0 Kzt �c2 = 1 0 1(3 = 1 0 K1t K2 = 1 0 K3 = 1 0 KZt K2 = 1 0 K3 = 1 0 Kz1 hi Stay Ht ER X EQ Level Description 0 ft 0 ft ati. ;n Bolding Construction Type Steer Mc ent Resisting Frame Building Story Information .. Ht hi North -South Li East-West Li N•S hi ' {r 1t h ft ft42 Sum ni Building Height = E-W ht•L h"2 0.0 ft Sum 1u ' Li North -South = 0 0 ft"2 Leffearve North -South = 0 0 h 0 0 ft East-West = 0 0 ft"2 East-West = 0 0 fr North oast Factor Calculation Building f=LEJt.IbLE for *Ind from Nunn airec tiori 1000h 1000ft 500ft = 1000 = 1000 = 1000 = 100C Norm -South Dampng patio - i i e br 2% enter 0 02 t n for Rh - 1 933 From Tab4e26 11 1 Rh 0 386 , Ed 26 11-15a C - 0 200 Voar isub Zbar - 115 553 + Ed 2611-16 t n for RL - 3 865 Zmn 15 000 Zbar - 30 000 RI) 0 225 Ea 2611 1`-; L = 500 000 L_ not 490 559 Ed 26 11 Si i n for R. - 12 939 eBar = 0 200 0 0 878 RI = 0 074 , El 2611 15a Bbar - 0 650 N1 - 4 122 R - 0 375 i Ea 26 11.12 i AlphaBar - 0 154 Rn - 0 057 Ed 2611 13 l gR - 4 182 tzba - 0 203 , Ea 26 1 t-; Jf 0 921 i Ed 26 11 • C TIME 8 Line 1 You can change Tres aea using Ins 15,29 qi mew Item ara Then ring me 1,1.099 8 Tale BIoc2' sehr. Description Releiexe aea = smaller W 6 s9 A a 1b W,ross as = Ao-lptal - a) Age = Ag-Total - Ag A.'A, _ _ .. •Enc.2s.n w en the y,r� weI RelNence ales = smallerof a sq n a 1%W A,. 4oI = Ao-laal - AO AgI = Ag iaa - Ag Relerv+Kz sea=Smal4tWdsafl ttls,Wagross - agI = A91.. Ag = Aa Agi Curi- C _ _reu mien rd., [es: Releiawe aeW = sma8a W / s9 A a 115 d Agmss .=.I. •Ao , = Aglaal • A9 a , tkllfl Wai = 1 094 ox � ... i,a Nrnr'Aar - O (YJ SOLI 1000 15 00 .00 250G 3o ac 35. .05 65.00 Se ro I1869 o B65 0 865 0 865 0.2 0.5 27. P95 27. 27. 25 85 3112 v Prolea Tale Engine Protect ID Prole. Des" 0,3852 00 M2 00 M2 00 00 M2 00 M2 00 9.2 00 2 0,12 90 1112 00 e.Ie 2 M2 00M2 00 1152 00 East WWI - Ea t WaI = :cuS E 0 869 0. 0. 0 &9 09V 0 565 09. 1M5 i 06/ + olo , 056 .655 V. 2795 2'i 95 n 95 2955 3112 32 L 33. 3d 35 .22 .01 IsAo>110•AP. Is Ao> Reference Area Is Aa . Ag>= 02G Is., 1 10• Is Au, ...A." Is. AgI >= 020 > 0 110'Aas I5 Ao > Rekralre Area Is. A,>=0A5 IS AO> 1 IG' Aa Is Ao> Resaer¢E sea � Isar Ay>=020r 1 051oY 1089. Ncsl Wall = 350.051 EasEisvabon r: O. V. O. 2755 0869 V. O. V. 0.2 29. og4 3112 O. V. O1A 3360 I. 3/35 107E .22 fX .01 Wgt EMvaan W: li 0869 e e69 0 B65 O B19 0.2 0965 0982 1015 Ofd 1. 1. 2] 95 27 95 2795 29 54 3t +2 32 k 33 a 36 3c 3522 .01 CALCULATIONS 1171.1E MARTIN STRUCTURAL CONSULTING, INC. 547 E. 6TH AVE., ESCONDIDO, CA 92025 (760) 745-6012 PROJECT: /, rl` PROJ. NO.: 1 e1/J % BY: DATE: / q /z SHEET: P 5- -r.-'ys / s a o=/S^ r/J`z.]— JAI I / 3 i a. fa- 3. 3 tc,,Ir' - / /fi: ...Z (Y,St y) /Lr= /,r,& 3 n,• = ivc%. q T. '? /'- 4 Jz. /a .c r L / v 3 f z ,3 j Sr r y< A//G • a- Pam.: /�►' j F. 23 , /,r Mtn C 3yz. Per w. CALCULATIONS If; ,-t/ C IT1=E MARTIN STRUCTURAL CONSULTING, INC. 547 E. 6TH AVE., ESCONDIDO, CA 92025 (760) 745-6012 PROJECT: PROJ. NO.: Z /JI 3 y DATE: I /9/t J BY: SHEET: Nk, 23-i 6.v = 3. IL f,.,,toa /'`.. ('� zvi r57) 3.3= zr. /G c r� c 3-7� 9 P c-1` 1472. LI v. eig J3 4-•' 1 /1 7M' ! !/pcol "IX S I- 1. Lt •-/c r / Y. t- 4 ! ' Svc f, CALCULATIONS ITIm'E MARTIN STRUCTURAL CONSULTING, INC. 547 E. 6TH AVE., ESCONDIDO, CA 92025 (760) 745-6012 PROJECT: PROJ. NO.: - -"3 Y DATE: g / t / BY: SHEET: i 7 4j r ` 15b'u fi ..4 S 7c� J _--- f/z If toL.F