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Home My WebLink About169 ACACIA AVE; ; CB161774; PermitPrint Date: 08/02/2019 Residential Permit. Ccity 0f Carlsbad Permit No: CB161774 Job Address: 169 Acacia Av Permit Type: BLDG-Residential Parcel No: 2042310600 Valuation: $369,248.00 Occupancy Group: #.Dwelling Units: 1 Bedrooms: 3.00 Work Class: Lot #: Reference U: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Condo D665040- VB 3.50 -0627 - Status: Closed - Finaled Applied: 04/13/2016 Issued: 03/02/2018 Permit Finaled: Inspector: PBurn Final Inspection: 8/2/2019 11:39:19AM Project Title: ACACIA ESTATES Description: ACACIA AV ESTATES- UNIT 412 1890 SF, 2104 SF PORTION OF THE SUBTERRANEAN GARAGE/STORAGE, 719 SF BALCONY/PATIO, 251 SF ROOF DECK Applicant: ROB BALENTINE CONSULTING ROB BALENTINE P0 Box 910557 SAN DIEGO, CA 92191 858-531-5106 BUILDING PERMIT FEE $2000+ $1,584.50 BUILDING PLAN CHECK FEE (BLDG) $609.15 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $66.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION , . $166.00 - MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL . . $92.00 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL $182.00 PUBLIC FACILITIES FEES - outside CFD $12,923.68 SB1473 GREEN BUILDING STATE STANDARDS FEE $15.00 SOC WA SYSTEM CAPACITY CHARGE 5/8" Displacement $5,099.00 SEWER CONNECTION FEE (General Capacity all areas) . $934.00 STRONG MOTION-RESIDENTIAL $48.00 TRAFFIC IMPACT Residential Condo Outside CFD $2,632.00 WATER METER FEE 5/8" Displacement . $318.00 WATER SERVICE CONNECTION FEE 5/8" DISPLACEMENT (P) $4,169.00 WATER TREATMENT CAPACITY CHARGE 5/8" Displacement $141.00 Total Fees: $28,979.33 Total Payments To Date: $28,979.33 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information ith the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov __ Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: 03/02/2018 Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 : Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete BLDG-Fire Final 095712-2019 Scheduled Dominic Flerl Incomplete Checklist Item COMMENTS Passed FIRE- Building Final • No 1. August 02, 2019 • Page 7of7 Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: 03/02/2018 Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector • Reinspection Complete Date Start Date 0412612019 0412612019 BLDG-Gas Meter 090129.2019 Cancelled Paul Burnette Reinspection Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No 07/23/2019 07123/2019 BLDG-Final 098374.2019 Failed Michael Collins Reinspection Complete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 07/2412019 07/24/2019 BLDG-Final 098513.2019 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Building Deficiency Not ready. Contractor has pickup list No 07/29/2019 07/26/2019 BLDG-Final 098826.2019 Cancelled Michael Collins Reinspection Complete Inspection • Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. No • BLDG-Building Deficiency Not ready. Contractor has pick up list No Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Building Deficiency See back of card Yes BLDG-Building Deficiency Not ready. Contractor has pick up list No 07/30/2019 07/29/2019 BLDG-Final 099067.2019 Cancelled Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Contractor has pick up list No BLDG-Building Deficiency Not ready No BLDG-Building Deficiency See back of card Yes 08/02/2019 08/02/2019 BLDG-Final 099539.2019 Passed Michael Collins Complete Inspection Checklist Item COMMENTS . Passed BLDG-Building Deficiency Not ready. Contractor has pick up list No BLDG-Building Deficiency 8/02119 • Yes BLDG-Building Deficiency See back of card Yes BLDG-Building Deficiency Not ready No BLDG-Plumbing Final Yes ' BLDG-Mechanical Final Yes • BLDG-Electrical Final Yes Page 6of7 August 02, 20119 Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: 03/02/2018 Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-84 Rough 081126-2019 Failed Paul Burnette Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 01/25/2019 0112512019 BLDG-16 Insulation 082223-2019 Passed Paul Burnette Complete Checklist Item - COMMENTS ' Passed BLDG-Building Deficiency No 01129/2019 01/2912019 BLDG-82 Drywall, 082446-2019 Passed -. Paul Burnette Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency . . . . No BLDG-17 Interior Lath-Drywall No BLDG-18 Exterior Lath and No Drywall BLDG-23 Gas-Test-Repairs No 02/01I2019 02/01/2019 BLDG-17 Interior 082892-2019 Passed Michael Collins Complete Lath/Drywall Checklist Item, COMMENTS . Passed - BLDG-Building Deficiency Shower lath. . Yes 03/13/2019 0112312019 BLDG-84 Rough 081953-2019 Passed System Administrator Complete Combo(14,24,34,44) Checklist Item COMMENTS . Passed - BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding . . I (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical . , No BLDG-44 No Rough-Ducts-Dampers 04/26/2019 04/25/2019 BLDG-Electric Meter 090016-2019 Passed Paul Burnette Complete Release Checklist Item COMMENTS . Passed BLDG-Building Deficiency No -- Page 5of7 August 02, 2019 Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: 03/02/2018 Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-21 076722.2018 Failed Michael Collins Reinspection Complete UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 1112612018 1112612018 BLDG-13 Shear . 076877.2018 Passed Michael Collins Complete Panels/HD (ok to - wrap) Checklist Item COMMENTS k Passed BLDG-Building Deficiency Exterior shear per deputy inspection report. Yes See card for pick up. BLDG-Building Deficiency Type #1 shear only Yes 11/2712018 11127/2018 BLDG-21 077011.2018 Partial Pass Michael Collins. Reinspection Incomplete Undergroundlunderf loor Plumbing Checklist Item COMMENTS Passed - BLDG-Building Deficiency Building drain to sewer POC Yes BLDG-Building Deficiency Not ready No 1210512018 12/05/2018 BLDG-13 Shear 077926.2018 Passed Michael Collins Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Received revised deputy inspection report , Yes SLOG-18 Exterior 077924-2018 Failed Michael Collins Reinspection Complete Lath/Drywall Checklist Item l COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-22 078087.2018 Passed Michael Collins Complete Sewer/Water Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Meter through garage floor Yes -I 12/1212018 12/12/2018 BLDG-17 Interior 078556.2018 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency . . - No 01/11/2019 01/11/2019 BLDG-27 Shower 081125-2019 - Passed Paul Bumette Complete Pan/Tubs . Checklist Item COMMENTS - Passed BLDG-Building Deficiency . No - . - Page 4of7 August 02. 2019 Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: 03/02/2018. Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual . Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-11 069534.2018 Partial Pass Paul BumCtte Reinspection Incomplete Foundation/Ftg/Pler s (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency . No 0912012018 0912012018 BLDG-11I 070497.2018 Cancelled Paul Bumette Reinspection Complete FoundationlFtglPier s (Reber) Checklist Item COMMENTS * Passed BLDG-Building Deficiency No 0912612018 0912612018. BLDG-14 071133-2018 Cancelled . Paul Burnatte Reinspection Complete FramelSteel/Boltlng/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0912712018 0912712018 BLDG-IS 071134.2018 Passed Paul Bumette . Complete RooflReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/0912018 1010912018 BLDG-lI 072184.2018 Passed Andy Krogh Complete FoundationlFtglPier s (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Site wall footing Yes 10119/2018 10/19/2018 BLDG-11 073685-2018 Passed Paul Bumette Complete FoundationlFtglPier S (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1111912018 1111912018 BLDG-13 Shear ' 076470-2018 Partial Pass Michael Collins Reinspection Incomplete PanelslHD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Type #1 shear only Yes BLDG-23 - 076471-2018 Cancelled Michael Collins Reinspection Complete Gas/rest/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1112112018 1112112018 Page 3of7 August 02, 2019 . Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: 03/0212018 Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0712312018 0712312018 BLDG-14 064717-2018 Partial Pass Paul Bumette Reinspection Incomplete FramelSteellBoltingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency let Floor sheathing Yes 0712512018 0712512018 BLDG-11 064733-2018 Partial Pass Tim Frazee Reinspection Incomplete FoundationlFtglPier S (Rebar) • Checklist Item COMMENTS Passed • BLDG-Building Deficiency Yes BLDG-17 Interior 064732.2018 Failed Tim Frazee Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0712712018 0712712018 BLDG-lI 065108.2018 Partial Pass Tim Frazee Reinspection Complete FoundationlFtglPier s (Rebar) - Checklist Item COMMENTS Passed BLDG-Building Deficiency Rebar in parking slab below (south of Yes • stairways) OK 0812212018 0812212018 BLDG-14 067933.2018 Passed Tim Frazee Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS • Passed BLDG-Building Deficiency 1st Floor sheathing Yes 2nd Floor sheathing 8/22/18 0813012018 0813012018 BLDG-21 068674-2018 Cancelled Paul Burnette Reinspection Complete Underground/Underf 0 loor Plumbing Checklist Item COMMENTS• Passed BLDG-Building Deficiency No 0910412016 0910412018 BLDG-21 068992.2018 Partial Pass Paul Bumette Reinspection Incomplete • UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency • No 0911112018 09/1112018 August 02, 2019 Page02 of 7 Permit Type: BLDG-Residential Application Date: 04/13/2016 Owner: Work Class: Condo Issue Date: • 03/02/2018 Subdivision: PALISADES HEIGHTS REFILED Status: Closed - Finaled Expiration Date: 01/27/2020 Address: 169 Acacia Av Carlsbad, CA IVR Number: 714323 Scheduled Actual . Inspection Type Inspection No. Inspection Status. Primary Inspector Reinspection Complete Date Start Date 0312812018 BLDG-11 053370.2018 Partial Pass Paul Bumette Reinspection Incomplete FoundationiFtglPler 5 (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency . No 0410412018 04/04/2018 BLDG-11 053745-2018 Partial Pass Paul Bumette Reinspection Incomplete FoundationlFtglPler 5 (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency . No 0411812018 0411812018 BLDG-66 Grout 055300-2018 Failed Paul Bumette Reinspection Complete Checklist Item • COMMENTS Passed BLDG-Building Deficiency No 0411912018 04/19/2018 BLDG-66 Grout 055472.2018 Passed Paul Bumette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05108/2018 0510812018 BLDG-Il 057320-2018 Passed Paul Bumette Complete FoundationlFtglPier a (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05115/2018 0511512018 BLDG-1 11 058018-2018 Cancelled Paul Bumette Reinspection Complete Foundatlon!Ftg/Pier - s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency . No BLDG-66 Grout 058017.2018 Cancelled Paul Bumette Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/21/2018 0512112018 BLDG-66 Grout 058695-2018 Partial Pass Paul Bumette Reinspection Incomplete Checklist Item COMMENTS . Passed . BLDG-Building Deficiency No 0610112018 0610112018 BLDG-66 Grout 059708-2018 . Passed Paul Bumette Complete Checklist Item COMMENTS . Passed BLDG-Building Deficiency . . . Yes 06/19I2018 06119/2018 BLDG-I1 061402-2018 Partial Pass Paul Bumette Reinspection Incomplete FoundatlonlFtg/Pler a (Rebar) August 02, 20119 . . Page 1 of 7 C b h'*A, Inc. land planning, civil engineering, surveying ROD BRADLEY, Urban Planner RONALD L. HOLLOWAY, Civil Engineer September 28, 2018 W.O. 1048-1018-600 Mr. Paul Burnette Building Inspector CITY OF CARLSBAD Community and Economic Development Building Division 1635 Faraday Avenue Carlsbad, CA 92008 RE: ROOF HEIGHT VERIFICATION OF UNITS 1 THRU 4,163 ACACIA AVENUE, ACACIA ESTATES, MS 05-09 Dear Mr. Burnette: This letter is to attest that BHA, Inc. has surveyed the roof height of the center ridge line of the building for the above-mentioned project. The top of roof elevation for the center ridge line is shown on the building plans as 83'-5" = 83.42'. We have surveyed the elevation of the existing roof sheathing at the center ridge line as 82.57'. If you have any questions regarding this matter, please contact our office. Sincerely, bi-JA, Inc. ___1 ~\Mlllr Ronald L. Holloway Senior Vice President . RCE 29211 RH:rh 1 N21 '~- N 0P.cft _tt cc: David Colvard - The Edward Group K:\Land Projects 3593-I08400\surveroof height-verification.wpd 5115 Avenida Encinas, Suite L 0 Carlsbad, California 92008-4387 0 (760) 931-8700 0 FAX (760) 931-7780 SUMMARY OF GEOTECHNICAL OBSERVATION AND TESTING DURING GRADING WITHIN THE CONDOMINIUM BUILDING FOOTPRINT AND UNDERGROUND UTILITY TRENCH BACKFILL AND CURB AND GUTTER, SIDEWALK, AND DRIVEWAY APPROACH RAMP CONSTRUCTIOWWJTHIN THEACACIA.AVENUE-RIGHT-OF-WAY P.O. BOX 408 RANCHO SANTA FE, CALIFORNIA 92067 W.O. 7368-B/D/E-SC JULY 16, 2019 Geotechnical. Geologic. Coastal 5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 • www.geosoilsinc.com July 16, 2019 W.O. 7368-B/D/E-SC Acacia Ave. CAH, LLC do The Edward Group P.O. Box 408 Rancho Santa Fe, California 92067 Attention: Mr. Todd Parnell Subject: Summary of Geotechnical Observation and Testing During Grading within the Condominium Building Footprint and Underground UtilityTrench Backfill, and Curb and Gutter, Sidewalk, and Driveway Approach Ramp Construction within the Acacia Avenue Right-of-Way, Acacia Condominiums, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008 Dear Mr. Parnell: In accordance with your request and authorization, GeoSoils, Inc. (GSI) is providing this summary of geotechnical observations and testing during grading within the condominium building footprint atthe subject site and during underground utility trench backfill, and curb and gutter, sidewalk, and driveway approach ramp construction within the Acacia Avenue right-of-way (ROW). Unless specifically superceded herein, the conclusions and recommendations contained in the project geotechn ical reports, prepared by this firm (see Appendix A), remain pertinent and applicable, and should be appropriately implemented, over the life of the development, and for any future development projects within the subject property. GRADING WITHIN THE CONDOMINIUM BUILDING FOOTPRINT Grading under the purview of this report generally occurred within the building footprint of the condominium structure. Grading commenced on or about January 18, 2018 and was generally completed. on January 25, 2018. During grading, line and grade was the responsibility of others, and not GSI. Summary of Grading Grading generally included planned cuts of approximately 61/4 to 101/4 feet below the existing grades. During planned excavation for the basement floor level, potentially compressible colluvium (topsoil) and weathered old paralic deposits were removed. Following planned excavation, unweathered old paralic deposits, exposed at the basement floor level pad grade elevation, were overexcavated to at least 2 feet below the lowest foundation element. According to the grading contractor, the overexcavation was completed to 21/2 feet laterally outside the backs of the basement retaining walls in order to capture the entire foundation for the basement floor level. Following overexcavation, the bottom of the overexcavation was observed by GSI field personnel, moisture conditioned, and recompacted. The excavated onsite earth materials were then generally cleaned of organic matter and deleterious debris, placed in relatively thin lifts, moisture conditioned and mixed to at least optimum moisture content, and then compacted to at least 95 percent of the laboratory standard (ASTM D 1557), where tested. An existing vertical seepage pit or cistern was exposed during planned excavation nearthe southeasterly corner of the basement floor level footprint. Following the issuance of GSI (2018a), the foundation subcontractor removed this structure and the undocumented fill contained therein until suitable old paralic deposits were encountered. The resultant excavation was then backfilled with the excavated soils until the approximate basement subgrade elevation was attained. The backfill soils were moisture conditioned and mixed to achieve at least optimum moisture content and then compacted to at least 95 percent Of the laboratory standard (ASTM 0 1557), where tested. The as-graded geotechnical conditions within the limits of grading under the purview of this report are shown on Plate 1 (Field Density Test Location Map). Plate 1 also shows the bottom of the overexcavation for the basement floor level and the remedial excavation associated with the removal of the vertical seepage pit or cistern. Compacted fill thicknesses within the limits of grading under the purview of this report vary between approximately 4 and 121/2 feet. BASEMENT SUBGRADE PREPARATION Following building foundation construction, the basement subgrade was prepared by fine grading. This included the removal any loose spoil and stockpiled earth materials, and filling low areas until the basement subgrade or finish grade was achieved. Fill materials were moisture conditioned and mixed to achieve at least optimum moisture content, and compacted to at least 95 percent of the laboratory standard (ASTM D 1557), where tested. SEWER LATERAL BACKFILL TESTING GSI performed observations and field density testing during the backfill of the sewer lateral trenches within the Acacia Avenue ROW. Soil backfill materials were moisture conditioned and mixed to at least optimum moisture content, placed in relatively thin lifts, and mechanically compacted. Field density tests indicated that the trench backfill materials Acacia Ave. CAH, LLC W.O. 7368-BIdE-SC 163 Acacia Avenue, Carlsbad July 16, 2019 File:e:\wp12\7300\7368bde.sog GeoSods, Inc. Page 2 were compacted to at least 90 percent of the laboratory standard (ASTM D 1557), where tested. Where tested, the upper 12 inches of the sewer lateral backfill materials (i.e., subgrade) were found to have been compacted to at least 95 percent of the laboratory standard (ASTM D 1557). Where gravel was used to backfill the sewer lateral trenches, the contractor placed a non-woven filter fabric between the top of the gravel backfill and the overlying soil backfill. SEWER AND WATER LATERAL AGGREGATE BASE TESTING (GSI PHASE E) Recycled Class II aggregate base materials were placed near the top of the sewer and water lateral trenches as part of the trench resurfacing. Field density tests indicated that the aggregate base materials were moisture conditioned to at least optimum moisture content and compacted to at least 95 percent of the laboratory standard (ASTM D 1557), where tested. CURB AND GUTTER SUBGRADE AND AGGREGATE BASE TESTING (GSI PHASE E) GSI performed field density testing on subgrade materials for the curb and gutter along the southerly side of Acacia Avenue, in front of the subject address. Where tested, the curb and gutter subgrade was moisture conditioned to at least optimum moisture content and compacted to at least 95 percent of the laboratory standard (ASTM 0 1557). DRIVEWAY APPROACH RAMP AND SIDEWALK SUBGRADE AND AGGREGATE BASE OBSERVATION AND TESTING (GSI PHASE E) GSI performed field density testing on the driveway approach ramp and sidewalk subgrades located within the City of Carlsbad ROW. Where tested, the driveway approach ramp subgrade was moisture. conditioned to at least optimum moisture content and compacted to at least 95 percent of the laboratory. standard (ASTM 01557). Field density testing also indicated that the sidewalk subgrade was moisture conditioned to at least optimum moisture content and compacted to at least 90 percent of the laboratory standard (ASTM 0 1557), where testing was performed. FIELD TESTING 1. Field density tests were performed using the nuclear (densometer) method (ASTM D 6938-10 [Procedure A]) and the sand-cone method ASTM D 1556. The test results are presented on the attached Table 1. The approximate locations of field density tests performed during grading within the building footprint are shown on Plate 1. Acacia Ave. CAH, LLC W.O. 7368-B IdE-SC 163 Acacia Avenue, Carlsbad July 16, 2019 File:e:wp12\7300\7368bde.sog GeoSoils, Inc. Page 3 Field density tests were taken at periodic intervals and selected locations to check the compactive efforts provided by the contractor. Where test results indicated less than optimum moisture content, or less that the necessary relative compaction, the contractor was notified and the area was reworked until retesting indicated at least optimum moisture and the specified relative compaction was achieved. Visual classification, supplemented by laboratory testing, was the basis for evaluating which maximum density value to use for a given density test. Field testing and observations were performed on an as-needed, part-time basis, as solely determined by the Client. GSI relied on the Client for notification of site earthwork. LABORATORY TESTING Maximum Density Testing The laboratory maximum dry density and optimum moisture content for each of the major soil types, encountered during earthwork construction was evaluated in general accordance with test method ASTM D 1557. The following table presents the results. SOILTYPE •: MAXIMUM DENSITY . . (PCF).. MOISTURE CONTENT (PERCENT)., -. A - Brown Sand with trace Silt and Gravel 120.0 10.8 B - Recycled Class II Aggregate Base 118.5 (±2.0)- 12.0* C - Class II Aggregate Base 145.5 4.9 * - Provided by supplier's test laboratory. Expansion Index A representative sample of soils exposed near finish pad grade of the basement floor level was tested for expansion potential. Expansion Index (E.I.) testing and expansion potential classification was performed in general accordance with ASTM Standard 0 4829, the results of the testing are provided in the following table. EXPANSIONINDEX . i, .1:- EXPANSION. POTENTIAL •1 I <5 I Very Low I Acacia Ave. CAH, LLC -- -• W.O. 7368-BIdE-SC 163 Acacia Avenue, Carlsbad July 16, 2019 Fi1e:e:\wp12\7300\7368bde.sog GeoSoils, Inc. Page 4 Saturated Resistivity, pH, and Soluble Sulfates and Chlorides Tests were performed to evaluate the pH, saturated resistivity, and the soluble sulfate and chloride concentrations of soils exposed near finish pad grade of the basement floor level. Testing was performed in general accordance with California Test Methods CT-417, CT- 422, and CT-532 (643). Ranges of the test results are presented in the table below. The test results are included in Appendix B. SATURATED SOLUBLE SOLUBLE pH RESISTIVITY - SULFATES CHLORIDES (ohm-cm) (% by weight) (ppm) 7.4 6,700 1 0.0156 84 Corrosion Summary Laboratory testing indicates that the tested sample of the finish grade soils at the basement floor level is mildly alkaline with respect to soil acidity/alkalinity; is moderately corrosive to exposed, buried metals when saturated; presents negligible sulfate exposure to concrete (i.e., Exposure Class SO per Table 19.3.1.1 of American Concrete Institute [ACI] 318-14); and have slightly elevated concentrations of soluble chlorides. It should be noted that GSI does not consult in the field of corrosion engineering. Therefore, additional comments and recommendations may be obtained from a qualified corrosion engineer based on the level of corrosion protection required for the project, as determined by the project architect, civil engineering, and/or structural engineer. CONCLUSIONS Where GSI was requested to perform observations and field density testing, earthwork construction was found to be in general conformance with the recommendations in the project geotechnical reports (see Appendix A) and City of Carlsbad standards. RECOMMENDATIONS Adequate surface drainage should be maintained throughout the life of the project. Acacia Ave. CAH, LLC W.O. 7368-BIdE-SC 163 Acacia Avenue, Carlsbad July 16, 2019 File:e:\wp12\7300\7368bde.sog GeoSoils, Inc. Page 5 LIMITATIONS The conclusions and recommendations presented herein are professional opinions. These opinions have been derived in accordance with current standards of practice, and no warranty, either express or implied, is given. Standards of practice are subject to change with time. GSI assumes no responsibility or liability for work or testing performed by others, or their inaction; or work performed when GSI is not requested to be onsite, to evaluate if our recommendations have been properly implemented. Use of this report constitutes an agreement and consent by the user to all the limitations outlined above, notwithstanding any other agreements that may be in place. In addition, this report may be subject to review by the controlling authorities. Acacia Ave. CAH, LLC W.O. 7368-BIdE-SC 163 Acacia Avenue, Carlsbad July 16, 2019 File:e:\wp12\73OO7368bde.sog GOSO1IS Inc. Page 6 David W. Skelly Civil Engineer, RCE If you have any questions or comments regarding this letter, please do not hesitate to contact the undersigned. Respectfully submitted GeoSoils, Inc. Cerntied I LNo.i34 J John P. o k ring / Fran k\01St1 Engineering GeoIob&pc'3O' £B€mr Project Geologist RB/JPF/DWS/jh Attachments: Table 1 - Field Density Test Results Appendix A - References Appendix B - Laboratory Test Results Plate 1 - Field Density Test Location Map Distribution: (3) Addressee (via US mail and email) Acacia Ave. CAH, LLC W.O. 7368-BIdE-SC 163 Acacia Avenue, Carlsbad July 16, 2019 Fi1e:e:\wp12\7300\7368bde.sog GeoSoils, Inc. Page 7 Table 1 FIELD DENSITY TEST RESULTS 1i NO. UTILITY TYPE DATE TEST LOCATION TRACT NO. ELEV OR DEPTH (ft) MOISTURE CONTENT (%) DRY DENSITY (pct) T REL COMP ('°) TEST METHOD SOIL TYPE GRADING 1 1/23/181 SE Area MS 05.09 42.5 11.8 115.8 96.5 ND A 2 1/23/18 SE Area MS 05.09 42.5 11.0 114.7 95.6 ND A 3 1/23/18 SW Area MS 05-09 42.5 11.0 114.7 95.6 ND A 4 1/23/18 SW Area MS 05-09 43.0 11.0 114.7 95.6 ND A 5 1/24/18 SE Area MS 05-09 45.0 12.0 114.0 95.0 SC A 6 1/24/18 SE Area MS 05-09 45.0 11.5 114.6 95.5 ND A 7 1/24/181 SW Area MS 05-09 45.0 10.6 115.0 95.8 ND A 8 ________ 1/24/18 NW Area M 05-09 42.5 10.9 114.3 95.3 ND A 9* 1/24/18 NW Area MS 05-09 42.5 11.4 111.1 92.6 ND A 9A 1/24/18 NW Area MS 05-09 42.5 11.0 116.2 96.8 Sc A 10 1/25/18 SW Area MS 05-09 45.0 10.9 _15 95.4 ND A 11 1/25/18 N. Central Area MS 05-09 43.0 11.1 115.2 96.0 SC A 12 1/25/181 NE Area MS 05-09 42.5 10.8 114.7 95.6 ND A 13 1/25/18 NE Area MS 05-09 42.5 10.9 114.1 95.1 ND A 14 1/25/18 NE Area MS 05-09 45.0 11.4 114.9 95.8 ND A 15 1/25/18 NE Area MS 05-09 45.0 12.0 115.5 96.3 ND A 16 1/25/18 NE Area MS 05-09 43.0 11.1 114.9 95.8 ND A 17 218/18 Vert. Seepage Pit MS 05-09 34.0 14.2 115.0 95.8 ND A 18 2/8/18 Vert. Seepage Pit MS 05-09 36.0 13.5 _116.2 96.8 SC A 19 2/8/18 Vert. Seepage Pit MS 05-09 38.0 12.8 _114.9 95.8 ND A 20 2/8/18 Vert. Seepage Pit MS 05-09 40.0 11.3 114.1 95.1 ND A 21* 2/8/18 Vert. Seepage Pit MS 05-09 41.0 11.1 111.1 92.6 SC A 21A 2/8/18 Vert. Seepage Pit MS 05-09 41.0 11.0 _114. 95.2 ND A 22 5/25/181 South Side of Unit 4 MS 05-09 FG 10.9 114.1 95.1 ND A 23 5/25/181 South Side of Unit 4 MS 05-091 FG 11.1 _115.2 96.0 ND A 24 5/25/18 South Side of Unit 3 MS 05-09 FG 11.2 _114.5 95.4 ND A 25 5/25/18 North Side of Unit 1 MS 05-09 FG 10.9 _114.7 95.5 ND A 26 5/25/18 North Side of Unit 2 MS 05-09 FG 11.3 114.9 95.7 ND A 27 6/11/18 North Side Unit 4 MS 05-09 FG 10.8 115.1 95.9 ND A 28 6/11/18 North Side Unit 3 MS 05-09 FG 11.1 114.2 95.1 ND A 29 6/11/181 North Side Unit 2 1 MS 05-091 FG 1 10.9 1 114.9 95.7 ND A 30 6/11/181 South Side Unit 2 1 MS 05-091 FG 1 11.4 1_115.1 95.9 ND A SEWER LATERAL TRENCH BACKFILL 1 SL 5/29/18 SewerLat, Acacia Ave 1+ 13 MS 05-09 FG-4 11.0 113.1 94.2 ND A 2 SL 5/29/18 SewerLat, Acacia Ave 1 +10 MS 05-09 FG-3 10.9 112.9 94.0 ND A 3 SL 5/29/18 SewerLat, Acacia Ave 1 +12 MS 05-09 FG-2 1.1 - _17 94.7 ND A 4 SL 5/30/18 SewerLat, Acacia Ave +94 MS 05-09 FG-6 - 0_ _112.5 93.7 ND A 5 SL 5/30/18 SewerLat, Acacia Ave 1 +92 MS 05-09 FG-4 - 1_ _113.9 94.9 ND A 6 SL 5/30/18 SewerLat, Acacia Ave 1 +93 MS 05-09 FG-2.5 _11_ _115.4 96.1 ND A 7 SL 5/30/18 SewerLat, Acacia Ave 1+94 MS 05-09 FG-1 10.9 _114.3 95.2 ND A 8 SL 6/1/18 SewerLat, Acacia Ave 1 +13 MS 05-09 FG-3 10.9 _112.7 93.9 ND K- 9 SL 6/1/18 SewerLat, Acacia Ave 1 +13 MS 05-09 FG-1 11.0 _113.1 94.2 ND A 10 SL 6/1/18 SewerLat, Acacia Ave 1+13 MS 05-09 SC 11.0 _115.7 96.4 ND A SEWER AND WATER TRENCH RESURFACING AGGREGATE BASE 1 BG 1 6/11/18 Acacia Ave. 1+96 MSO5-09 BG 12.1 113.1 95.4 ND B 2 BG 1 6/11/181 Acacia Ave. 1+12 1 MS05-09 BG 1 12.2 1 112.7 95.1 ND B Acacia Ave CAH, LLC W.0.7368B/D/E 163 Acacia Ave., Carlsbad July, 2019 FuIe:C:\excePtabIes\73OO\7368bde.SO9 GeoSoilS, Inc. Page 1 Table 1 FIELD DENSITY TEST RESULTS TEST NO. UTILITY TYPE DATE TEST LOCATION TRACT NO. ELEV OR DEPTH (ft) MOISTURE- CONTENT (%) DRY DENSITY (pcf) REL COMP (%) TEST METHOD SOIL TYPE 3 BG 6/11/18 Acacia Ave. 1+25 MS05-09 BG 12.0 113.8 96.0 ND B 4 BG 6/11/18 Acacia Ave. 1+80 MS05-09 BC 12.2 112.9 95.2 ND B CURB ANDGUTrER SUBGRADE 1 CSG 6/4/19 163 Acacia MS05-01 Sc 1 11.0 1 115.0 1 95.8 1 ND A 2 CSG 6/4/19 163 Acacia MS05-0JSC 10.8 115.8 96.5 ND A 3 CSG 6/4/19 163 Acacia MS05-01Sc 1 10.5 115.3 96.1 ND A DRIVEWAY APPROACH RAMP & SIDEWALK SUBGRADE SG 617/19 163 Acacia DW Approach MS05-0 SG 10.9 115.2 96.0 ND A 46#SG 6/7/19 163 Acacia Sidewalk MS05.0jSG 12.0 110.0 91.7 ND A S 6/7/19 163 Acacia Sidewalk MS05-0J_S( 10.8 108.7 90.6 ND T CURB AND GUTTER, AND DRIVEWAY APPROACH RAMP AGGREGATE BASE 1 BG 6/5/19 163 Acacia MS05-09 BG 11.0 139.5 95.9 ND C 2 BC 6/5/19 163 Acacia MS05-0JBC 10.8 138.8 95.4 ND C 3 BG 6/5/19 163 Acacia MS05J BC 10.5 138.3 95.1 ND C 4 BG 6/10/19 163 Acacia Driveway MS05-09 5.8 139.3 95.7 ND C LEGEND * = Failing Test A = Retest BG = Base Grade CSG = Curb and Gutter Subgrade FC = Finish Grade ND = Nuclear Densometer Test SC = Sand Cone Test SG = Subgrade SL = Sewer Lateral Acacia Ave CAH, LLC 163 Acacia Ave., Carlsbad Fule:C:exceI\tabIes\7300\7368bde.sog GeoSoils, Inc. W.0.7368-B/D/E July, 2019 Page 2 APPENDIX A REFERENCES GeoSoils, Inc. APPENDIX A REFERENCES BHA, Inc., 2017, Grading plans for: Acacia Estates, APNs 204-231-06 & -08, sheets 1 through 5 of 8, various scales, dated December 14. GeoSoils, Inc., 2019, Documentation of geotechnical services requested during earthwork construction, Acacia Condominiums, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 7368-B/C/DIE/F-SC, dated July 12. 2018a, Interim compaction report of grading, basement floor level, Acacia Condominiums, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 7368-B-SC, dated February 5. 2018b, Geotechnical review of structural plans and calculation package, Acacia Estates, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 7368-B-SC, dated January 22. ,2017a, Geotechnical addendum and response to City of Carlsbad plan check no.3 comments, Acacia Estates, 155 and 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, City of Carlsbad Project No.: MS 05-09 W.O. 7368-B-SC, dated December 6. ,2017b, Grading plan and retaining wall review, response to redline comments from the City, 155 and 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 7368-A-SC, dated October 26. 2016, Geotechnical update, proposed Acacia Estates 4-unit development at 155 and 163 Acacia Avenue, Carlsbad, San Diego County, California 92008 APNs 204-231-06 and -08, W.O. 7142-A-SC, dated August 25. 2005, Preliminary geotechnical evaluation, 163 and 165 Acacia Avenue, Carlsbad, San Diego County, California, W.O. 4734-A-SC, dated April 6. GeoSoils, Inc. APPENDIX B LABORATORY TEST RESULTS GeoSoils, Inc. ANAHEIM lEST LAB, INC 3008 ORANGE AVENUE SANTAANA, CALIFORNIA 92707 PHONE (71.4)'.549.7267 GOOS614, Inc. 5741 POlmér Way, Ste D. Carlsbad, :A2010 DATE: 01/3:1/18 RO. Nb:; Transmittal LAB.NO C-144 SPECIFICATION-417/422/643 MATERIAL: Soil Project No:: WO 7349-13 Boring:El-1 A•NALThcAL. REPORT PH CORROSION SERIES SUMMARY OF DATA, SOLUBLE SULFATES SOLUBLE CHLORIDES per CA. .417 per CA. 422 ppm ppm .MIN. RESISTIVITY perCA.643 ohm-cm 7.4 84 6,700 RESPECTFULLY SUBMIITED WES BRIDGER tHEMISI W.O. 7368-B-SC PLATE 1 Geotechnical. Geologic. Coastal • Environmental 5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 • www.geosoilsinc.com July 12, 2019 W.O. 7368-B/C/D/E/F-SC Acacia Ave. CAH, LLC do The Edward Group P.O. Box 408 Rancho Santa Fe, California 92067 - Attention: Mr. Todd Parnell Subject: Documentation of Geotechnical Services Requested During Earthwork Construction, Acacia Condominiums, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008 Dear Mr. Parnell: GeoSoils, Inc. (GSI) has prepared this letter to advise you of the geotechnical services Acacia Ave. CAH, LLCIThe Edward Group requested during earthwork construction for the new condominium development at the subject site. Our services were provided on an on-call basis, as solely determined by Acacia Ave. CAH, LLC's/The Edward Group's field representatives. Unless specifically superceded herein, the conclusions and recommendations provided in the referenced GSI reports (see Appendix) are still considered valid and applicable, and should be appropriately implemented over the life of the development. Our records indicate that GSI provided geotechnical observations and testing during the following facets of earthwork construction for the new condominium development at the subject site: Remedial grading (i.e., overexcavation, removal of the existing vertical seepage pit/cistern, and placement of compacted fills) within the building footprint of the new condominium structure at its basement floor level; Foundation excavations at the basement floor level for the new condominium structure; Fine grading of the basement floor level slab-on-grade floor subgrade, excluding the ingress/egress ramp; Observation of the San Diego Regional Standard Design (SDRSD) C-03 retaining wall foundation excavations along the westerly and.southerly property margins, and southeasterly property corner; Sewer lateral trench backfill within the Acacia Avenue right-of-way (ROW); Aggregate base preparation for sewer and water lateral trench resurfacing; Curb and gutter subgrade preparation along the southerly side of Acacia Avenue, where it fronts the project site; and Sidewalk and driveway approach ramp subgrade within the Acacia Avenue ROW. Please note that our records indicate that GSl was not requested to provide geotechnical observations and testing during the following aspects of earthwork construction: Remedial grading and subgrade preparation for the ingress/egress ramp associated with the new condominium structure; Remedial grading for support of new site improvements, exterior of the new condominium building; Subdrain installation for the new site retaining walls and basement walls; Backfill operations for the new site retaining walls and basement walls; The foundation excavations for the new SDRSD C-01 and C-03 retaining walls near the northeasterly property corners; Foundation excavations for the new planter walls; Foundation excavations, subdrain installation; and backfill of the new stairway and light-well retaining walls; The southerly approximately 18 feet of sewer lateral trench backfill within the Acacia Avenue ROW at Stations 1 and 1 Acacia Avenue; Water lateral trench backfill within the Acacia Avenue ROW; Underground utility trench backfill within the subject property; Subgrade preparation for the new storm drain curb outlet at Station 1+05.44 Acacia Avenue. Subgrade preparation for patio slabs; and Subgrade and stone course preparation, and subdrain and impervious liner installation for pervious pavements. Acacia Ave. CAH, LLC 163 Acacia Avenue, Carlsbad File: e\wp127300\7368bcdef.dOg GeoSoils, Inc. W.O. 7368.B/C/D/E/F-SC July 12,2019 Page 2 CONCLUSIONS Owing to the conditions of insurance, GSI is required to notify the Client that we are unable to comment on the durability nor future performance of aspects of the new construction where geotechnical observations and testing (including re-observations and retesting) were not requested and therefore, not performed. Thus, the facets of the new condominium development, where geotechnical observations and testing were not requested, may not fulfill owner expectations and may exhibit varying degrees of distress, which may require increased maintenance/repair and possibly premature replacement. This is not to say that poor performance or distress will occur or is imminent, but rather, that an increased potential for such exists since it is unknown if our recommendations were properly implemented. LIMITATIONS The materials encountered on the project site and utilized for our analysis are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural outcrops or conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. Inasmuch as our study is based upon our review and engineering analyses and laboratory data, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice, and no warranty, either express or implied, is given. Standards of practice are subject to change with time. GSI assumes no responsibility or liability for work or testing performed by others, or their inaction; or work performed when GSI is not requested to be onsite, to evaluate if our recommendations have been properly implemented. Use of this report constitutes an agreement and consent by the user to all the limitations outlined above, notwithstanding any other agreements that may be in place. In addition, this report may be subject to review by the controlling authorities. Thus, this report brings to completion our scope of services for this project. Acacia Ave. CAH, LIC W.O. 7368.BIC/DIE/F-SC 163 Acacia Avenue, Carlsbad July 12, 2019 File: e\wp12\7300\7368bcdef.dog 0S0115, Inc. Page 3 Civil Engineer, The opportunity to be of service is appreciated. If you should have any questions, please do nothesitate to contact our office. Respectfully GeoSoils, Inc. gn . IF r a?k /H nL' Engineering Geol RBB/JPF/DWS/jh °- NV- 1!4OZ TI Attachment: Appendix - References Distribution: (2) Addressee (wet signed) Acacia Ave. CAH, LLC W.O. 7368-B/C/D/E/F-SC 163 Acacia Avenue, Carlsbad July 12, 2019 File: e\wp12\7300\7368bcdef.dog GeoSoils, Inc. Page 4 APPENDIX REFERENCES GeoSoils, Inc., 2018a, Interim compaction report of grading, basement floor level, Acacia Condominiums, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 368-B-SC, dated February 5. 2018b, Geotechnical review of structural plans and calculation package, Acacia Estates, 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 7368-B-SC, dated January 22. 2017a, Geotechnical addendum and response to City of Carlsbad plan check no.3 comments, Acacia Estates, 155 and 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, City of Carlsbad Project No.: MS 05-09 W.O. 7368-B-SC, dated December 6. 2017b, Grading plan and retaining wall review, response to redline comments from the City, 155 and 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, W.O. 7368-A-SC, dated October 26. 2016, Geotechnical update, proposed Acacia Estates 4-unit development at 155 and 163 Acacia Avenue, Carlsbad, San Diego County, California 92008, APNs 204-231-06 and -08, W.O. 7142-A-SC, dated August 25. 2005, Preliminary geotechnical evaluation, 163 and 165 Acacia Avenue, Carlsbad, San Diego County, California, W.O. 4734-A-SC, dated April 6. GeoSoils, Inc. UNIT #2 169 CERTIFICATE OF VERIFICATION CF3R-MCII-20-H Duct Leakage Diagnostic Test (Page 1 of 3) Project Name: 163 Acacia Avenue Enforcement Agency: Carlsbad City of Permit Number: cb161774 Dwelling Address: 163 Acacia Avenue City: Carlsbad Zip Code: 92008 A. System Information 01 Space Conditioning System Identification or Name System 1 02 Space Conditioning System Location or Area Served Location 03 Building Type from CF-111 Single family 04 Verified Low Leakage Ducts in Conditioned Space No, credit is not taken (VLLDCS) Credit from CE1R? Verified Low Leakage Air Handling Unit (VLLAHU) Credit No, credit is not taken 05 from CF1R? -- - L 06 Duct System Compliance Category -T.. - New N \. - - . .- • IT ... I/'f II Ii 1 II t( fI.....—... IR_,IE -lfl'\ fill . 11 -%- ' Li B. Duct Leakage Diagnostic Test c i L) V IL) t 01 Condenser Nominal Cooling Capacity (ton) 0 02 Heating Capacity (kBtu/h) 58 03 Conditioned Floor Area served by this HVAC system (ft2) 3291 04 Duct Leakage Test Condition Test final 05 Duct Leakage Test Method Total leakage 06 Leakage Factor 0.06 07 Air Handling Unit Airflow (AHUAirflow) Determination Method Heating system method 08 Measured AHUAirflow This field or section is not applicable 09 Calculated Target Allowable Duct Leakage (cfm) 76 10 Actual duct leakage rate from leakage test measurement (cfm) 42 11 Compliance Statement System passes leakage test Registration Number: 216-N0136843A-M2000002A-M20A Registration Date/Time: 2019-07-30 14:38:42 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2013 Rev 1.008 Report Generated: 2019-07-30 14:35:44 2013 Residential Compliance Schema Version: 2013.1.007 CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (Page 2 of 3) B. Duct Leakage Diagnostic Test 12 Notes C. Additional Requirements for Compliance 01 System was tested in its normal operation condition. No temporary taping allowed. Outside air (OA) duct connections to the central forced air duct system shall not be sealed/taped off during duct leakage 02 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. H 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 roughTin tests was cdmpletedthe following procedure must be performed S\ \ \ \J U \ L U U cYL7 ii U U \ 0 "' u-' fl finis ) hing ' between. bootand U t For all supply and return registers, verify that the spacesI,r the1 registerE the\' I interior I wall are 07 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. 10 Verification Status Pass 11 Correction Notes for this table The responsible persons 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 1 Complies: All specified verification protocol requirements on this document are met. Registration Number: 216-N0136843A-M2000002A-M20A Registration Date/Time: 2019-07-30 14:38:42 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2013 Rev 1.008 Report Generated: 2019-07-30 14:35:44 2013 Residential Compliance Schema Version: 2013.1.007 CERTIFICATE OF VERIFICATION CF3R-MCH-20-H Duct Leakage Diagnostic Test (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: Documentation Author Signature: Efrain Rubio Company: Date Signed: Airtight HERS Testing 2019-07-30 14:38:42 Address: CEA/ HERS Certification Identification (if applicable): 13349 johnson rd cc2018017 City/State/Zip: Phone: phelan CA 92371 760-475-7690 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Verification is true and correct. lam the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). The installed features, materials, components, manufactured devices, or system performance diagnostic results that require HERS verification identified on this Certificate of Verificationornply 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 Certifica(s) of l6stallati6(CF2R) signed id submitted by the peràn(s) responsible for the construction or installation conforms to the requirements specified onthe Certificate(s) of Compliance (CF1R) approved bthe enforcement agency. .- -1 -, .- •' '. . I.': ' ,. .-' S. I will ensure that a registered copyof this Certificate ofVerification shall be postedor madeavailable with thebuilding permit(s) issued for the building, and made available to theenforcement agency fo all applicable inspections. I dnderstand that a registered copy of this Certificate of Verification is required to binIUde'd with thedocu taän he builder proidès t6 th building ,nert oup1acy. t a — f. W-ft. !c a - Builder Or Installer Information As Shown rhericatef Installation' ''' V U U-10 t b-% Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): The Edward Group General Contracting Corp Responsible Builder or Installer Name: CSLB License: Edward Todd Parnell 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: Airtight HERS Testing Responsible Rater Name: Responsible Rater Signature: Efrain Rubio Responsible Rater Certification Number w/ this HERS Provider: Date Signed: CC2018017 2019-07-30 14:38:42 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: 216-N0136843A-M2000002A-M20A Registration Date/Time: 2019-07-30 14:38:42 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2013 Rev 1.008 Report Generated: 2019-07-30 14:35:44 2013 Residential Compliance Schema Version: 2013.1.007 CERTIFICATE OF VERIFICATION CF3R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 1 of 3) Project Name: 163 Acacia Avenue Enforcement Agency: Carlsbad City of Permit Number: cb161774 Dwelling Address: 163 Acacia Avenue City: Carlsbad Zip Code: 92008 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/SHRAE Standard 62.2-2010. A. Dwelling Mechanical Ventilation - General Information 01 Dwelling unit name 163 Acacia Avenue 02 Building Type Single family 03 Project scope Newly constructed building Total Conditioned Floor Area of Dwelling Unit 3291 04 (For addition projects the conditioned floor area equals existing area plus addition area. )' Number of bedrooms i6 dwelling unit 3 05 (For addition projects the number of bedrooms equals the, U p existing bedrooms plus addition bedroom LJ 06 Ventilation Operation Schedule - V Continuous 07 Whole-Building Ventilation Rate Calculation Method Fan Ventilation Rate Method (4.1.1) 08 Whole Building Ventilation System Type Standalone - Exhaust MCH-27a - Continuous Ventilation Airflow - Fan Ventilation Rate Method B. Whole-Building Continuous Ventilation - Fan Ventilation Rate Method 01 Required Continuous Whole-Building Ventilation Rate 63 02 Installed Continuous Whole-Building Ventilation Rate 80 C. Compliance Statement 01 Building passes continuous whole-building ventilation rate test Registration Number: 216-N0136843A-M2700001A-M27A Registration Date/Time: 2019-07-30 14:38:42 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2013 Rev 1.008 Report Generated: 2019-07-30 14:36:09 2013 Residential Compliance Schema Version: 2013.1.008 CERTIFICATE OF VERIFICATION CF3R-MCH-27-H Indoor Air Quality and Mechanical Ventilation (Page 2 of 3) 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. aCIICERTSII. n c. HERS PROVIDER Registration Number: 216-N0136843A-M2700001A-M27A Registration Date/Time: 2019-07-30 14:38:42 HERS Provider: CalCERTS CA Building Energy Efficiency Standards . Report Version: 2013 Rev 1.008 Report Generated: 2019-07-30 14:36:09 2013 Residential Compliance Schema Version: 2013.1.008 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: Documentation Author Signature: Efrain Rubio Company: Date Signed: Airtight HERS Testing 2019-07-30 14:38:42 Address: CEA/ HERS Certification Identification (if applicable): 13349 johnson rd 13349 johnson rd City/state/Zip: Phone: phelan CA 92371 760-475-7690 Responsible Person's Declaration statement I certify the following under penaltydof perjury, under the laws of the State of California: The information provided on this Certificate of Verification is true and correct. lam the certified HERS Rater who performed the verification identified and reported on this Certificate of Verification (responsible rater). 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 sectionif the Certifica(s) of litallatiñ(CF2R)igned d bmittd by the person(s) responsible for the construction or installation conforms to the reuirements specified on'the Certificate(s) of Compliance (CF1R) approved by the enforcement agency. 11 a ,, S 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 th enforcemnt agenjfor all applicable inspections I understand that a registered copy of this Certificaof Verification isrequired to binciudd with theoc ntaion the builder Øorides t6 th buildingownera'toupcy. ' U 1•J• L I Builder Or Installer Information As Shown Theratèf Installation Company Name (Installing Subcontractor, General Contractor, or Builder/Owner): The Edward Group General Contracting Corp Responsible Builder or Installer Name: CSLB License: Edward Todd Parnell 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: Airtight HERS Testing Responsible Rater Name: Responsible Rater Signature: Efrain Rubio Responsible Rater Certification Number w/ this HERS Provider: Date Signed: CC2018017 2019-07-30 14:38:42 Digitally signed by Ca10ERTS. 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: 216-N0136843A-M2700001A-M27A Registration Date/lime: 2019-07-30 14:38:42 HERS Provider: CaICERTS CA Building Energy Efficiency Standards Report Version: 2013 Rev 1.008 Report Generated: 2019-07-30 14:36:09 2013 Residential Compliance Schema Version: 2013.1.008