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3rd Submittal Alberhill Fairfield Series_v1
ABBREVIATIONS BUILDING CODES SHEET INDEX CONSULTANTS MUNICIPALITY DEFERRED SUBMITTALS Southern California Division 27401 Los Altos, Suite 400 Mission Viejo, California 92691 (480) 391-6000 PROJECT DATA CONSTRUCTION NOTE City of Lake Elsinore, California ARCHITECTURAL SYMBOLS HIGH FIRE AFFECTED LOT LIST Fairfield at Alberhill Ranch Cover SheetG0.00 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES GENERAL ARCHITECTURAL NOTES and SPECIFICATIONS 2022 CRC Architectural GeneralNotes and SpecificationsG0.01 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CALIFORNIA GREEN BUILDING STANDARDS CODE GENERAL ARCHITECTURAL NOTES and SPECIFICATIONS Architectural GeneralNotes and SpecificationsG0.02 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PCR'S / REDLINE LOG ALL ITEMS PER PULTE SPECS - SEE SHEETS G0.01-G0.02 FLOOR PLAN LEGEND Product Change RequestsRedline LogG0.10 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES AGE IN PLACE NOTES AND DETAILS Conditions of Approval G0.11 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CRC SECTION R337 - MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE High Fire ExposureG0.12 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ELEVATION A G1 A C D E G1 A C D E G1 A C D E ELEVATION B ELEVATION C Area Schedules and DiagramsBF.01 ELEVATION 'A' - FIRST FLOOR ELEVATION 'C' - FIRST FLOOR ELEVATION 'B' - FIRST FLOOR Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ELEVATION A C1 A D E G1 B G2 B G2 C1 A D E G1 B G2 C1 A D E G1 ELEVATION B ELEVATION C Building Footprintsand Area CalculationsBF.02 ELEVATION 'A' - FIRST FLOOR ELEVATION 'A' - SECOND FLOOR ELEVATION 'C' - FIRST FLOOR ELEVATION 'C' - SECOND FLOOR ELEVATION 'B' - FIRST FLOOR ELEVATION 'B' - SECOND FLOOR 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ELEVATION A C1 A D E B G2 B G2 C1 A D E B G2 G2 C1 A D E ELEVATION B ELEVATION C Building Footprintsand Area CalculationsBF.03 ELEVATION 'A' - FIRST FLOOR ELEVATION 'A' - SECOND FLOOR ELEVATION 'C' - FIRST FLOOR ELEVATION 'C' - SECOND FLOOR ELEVATION 'B' - FIRST FLOOR ELEVATION 'B' - SECOND FLOOR 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 2022 CALGreen Mandatory MeasuresMM.01 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES OWNER'S SUITE COVERED PATIO GATHERING ROOM OWNER'S BATH 2 CAR GARAGE WIC ENTRY LAUN FOYER BATH 2 FLEX KITCHEN WIC WIC BEDROOM 2 BEDROOM 3 FLOOR PLAN - ELEVATION 'A' PAN CAFE PORCH C Noted Floor PlanElevation 'A'A1.10 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS CEILING HEIGHTS GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLOOR PLAN - ELEVATION 'A'Dimensioned Floor PlanElevation 'A'A1.11Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS CEILING HEIGHTS ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLOOR PLAN - ELEVATION 'C' 2 CAR GARAGE FOYER BATH 2 WIC WIC BEDROOM 2 BEDROOM 3 PORCH FLOOR PLAN - ELEVATION 'B' 2 CAR GARAGE FOYER BATH 2 WIC WIC BEDROOM 2 BEDROOM 3 PORCH Floor Plan OptionsElevations B & CA1.12Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES DOOR WIC OWNER'S BATH - SHOWER WITH SEAT WIC OWNER'S BATH OWNER'S BATH SECONDARY BATH - SHOWER BATH 2 BEDROOM 2 FIREPLACE INTERIOR GATHERING ROOM FIREPLACE INTERIOR 2 GATHERING ROOM KITCHEN ISLAND - EXECUTIVE KITCHEN PAN CHEF KITCHEN PAN GATHERING ROOM GATHERING ROOM CAFE CABINETS KITCHEN PAN GATHERING ROOM Floor Plan OptionsAll ElevationsA1.13Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM AND BATH BATH 3 BEDROOM 4 POWDER FLEX 2 PAN PAN POWDER DOUBLE DOORS POWDER FLEX 2 PAN SECONDARY BATH - SHOWER BATH 3 BEDROOM 4 DOUBLE DOORS FLEX SLIDING GLASS DOOR 2 OWNER'S SUITE COVERED PATIO CENTER SLIDING GLASS DOORFLOOR OUTLET GATHERING ROOM GATHERING ROOM COVERED PATIO SLIDING GLASS DOOR GATHERING ROOM Floor Plan OptionsAll ElevationsA1.14Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'A' RIGHT ELEVATION 'A'Exterior ElevationsElevation 'A'A2.10 WINDOW POPOUTS FRONT ELEVATION: WRAP Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ELEVATION A GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'A' LEFT ELEVATION 'A'Exterior ElevationsElevation 'A'A2.11 WINDOW POPOUTS FRONT ELEVATION: WRAP Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ELEVATION A GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION RIGHT ELEVATION Exterior ElevationsElevation 'B'A2.20Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 WINDOW POPOUTS FRONT OF HOUSE: WRAP ELEVATION B GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION LEFT ELEVATION Exterior ElevationsElevation 'B'A2.21Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 WINDOW POPOUTS FRONT OF HOUSE: WRAP ELEVATION B GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION RIGHT ELEVATION Exterior ElevationsElevation 'C'A2.30Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 WINDOW POPOUTS FRONT OF HOUSE: WRAP ELEVATION C GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION LEFT ELEVATION Exterior ElevationsElevation 'C'A2.31Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 WINDOW POPOUTS FRONT OF HOUSE: WRAP ELEVATION C GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES WIC ENTRY BUILDING SECTION - A FLEX BUILDING SECTION - B COVERED PATIO GATHERING ROOM FOYER PORCH Building SectionsElevation 'A' ShownA3.10Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 GENERAL BLDG SECTION NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ELEVATIONELEVATION FIREPLACE INTERIOR FIREPLACE INTERIOR 2 Opt AV Built-InElevation, Floor Plan & Utility PlanA4.10Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ZONE 1 ROOF PLAN - ALT ATTIC VENT CALCULATIONS Roof Plan - Alternate AssemblyElevation 'A'A5.10Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ALT ZONE 1 ATTIC VENT CALCULATIONS Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Roof Plan - Alternate AssemblyElevation 'B'A5.20 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ALT ZONE 1 ATTIC VENT CALCULATIONS Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Roof Plan - Alternate AssemblyElevation 'C'A5.30 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 General Electrical NotesAll ElevationsE0.00 GENERAL ELECTRICAL NOTES EXHAUST FANS M ONE-LINE DIAGRAM PANEL SCHEDULE STANDARD MOUNTING HEIGHTS ELECTRICAL LEGENDELECTRICAL LOAD CALCULATIONS REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'A' . 2 CAR GARAGE WIC OWNER'S BATH CAFE KITCHEN PAN FLEX BEDROOM 2 WIC WIC BEDROOM 3 BATH 2 FOYER PORCH LAUN ENTRY COVERED PATIO OWNER'S SUITE C GATHERING ROOM Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Noted Electrical PlanW/ Options E1.10 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FIRST FLOOR DIMENSIONED LIGHTING PLAN 2 CAR GARAGE WIC OWNER'S BATH CAFE KITCHEN PAN FLEX BEDROOM 2 WIC WIC BEDROOM 3 BATH 2 FOYER PORCH LAUN ENTRY COVERED PATIO OWNER'S SUITE C GATHERING ROOM Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Diminsioned Lighting PlanW/ OptionsE1.11 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLOOR PLAN - ELEVATION 'C' 2 CAR GARAGE FLEX BEDROOM 2 WIC WIC BEDROOM 3 BATH 2 FOYER PORCH TRY FLOOR PLAN - ELEVATION 'B' 2 CAR GARAGE FLEX BEDROOM 2 WIC WIC BEDROOM 3 BATH 2 FOYER PORCH TRY Southern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Electrical PlanElevations B & CE1.12 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES DOOR OWNER'S BATH - SHOWER WITH SEATSECONDARY BATH - SHOWER FIREPLACE INTERIOR FIREPLACE INTERIOR 2 WIC OWNER'S BATH WIC OWNER'S BATHSEE STANDARDELECTRICAL PLANBATH 2 SEE STANDARDELECTRICAL PLANWNER'S GATHERING ROOM WNER'S GATHERING ROOM KITCHEN ISLAND - EXECUTIVECHEFCAFE CABINETS KITCHEN PAN GATHERING ROOM C GATHERING ROOM KITCHEN PAN C GATHERING ROOMSEE STANDARDELECTRICAL PLANSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Electrical Plan OptionsAll ElevationsE1.13 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM AND BATHPOWDERDOUBLE DOORS SECONDARY BATH - SHOWER PAN FLEX 2 FLEX 2 PAN BEDROOM 4 BATH 3PWDRPWDR BATH 3 DOUBLE DOORS FLEX C SLIDING GLASS DOOR 2 OWNER'S SUITE CENTER SLIDING GLASS DOORFLOOR OUTLET SLIDING GLASS DOOR COVERED PATIO GATHERING ROOM COVERED PATIO GATHERING ROOM SEE STANDARDELECTRICAL PLANSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 926918218 Fairfield at Alberhill Ranch Single Family ---- Garage Right 4521-3 45213 2574.400 Stella Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Electrcial Plan OptionsAll ElevationsE1.14 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX GATHERING ROOM FOYER POWDER 2 CAR GARAGE KITCHEN C PAN ENTRY C STORAGE PORCH CAFE FIRST FLOOR PLAN - ELEVATION 'A'Noted First Floor PlanElevation 'A'A1.10 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FIRST FLOOR PLAN - ELEVATION 'A'Dimensioned First Floor PlanElevation 'A'A1.11 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FIRST FLOOR PLAN - ELEVATION 'B' FOYER FLEX 2 CAR GARAGE PORCH POWDER C STORAGE FIRST FLOOR PLAN - ELEVATION 'C' FOYER FLEX 2 CAR GARAGE PORCH POWDER C STORAGE 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial First Floor PlansElevations 'B' & 'C'A1.12 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CHEFKITCHEN ISLAND - EXECUTIVE KITCHEN PAN ENTRY C KITCHENPAN ENTRY C SLIDING GLASS DOOR GATHERING ROOM BEDROOM AND BATH BEDROOM 5 FLOOR OUTLET GATHERING ROOM BATH 3 FOYER COVERED PATIO COVERED PATIO SECONDARY BATH - SHOWER BEDROOM 5 BATH 3 FOYER STORAGE FIREPLACE INTERIOR GATHERING ROOM FIREPLACE INTERIOR 2 GATHERING ROOM 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 First Floor Plan OptionsAll ElevationsA1.13 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES OWNER'S SUITE LOFT BEDROOM 4 BEDROOM 2 BATH 2 WIC WIC BEDROOM 3 WIC HALL OWNER'S BATH L LNDY SECOND FLOOR PLAN - ELEVATION 'A'Noted Second Floor PlanElevation 'A'A1.20 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SECOND FLOOR PLAN - ELEVATION 'A'Dimensioned Second Floor PlanElevation 'A'A1.21 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SECOND FLOOR PLAN - ELEVATION 'B' LAUNDRYBEDROOM 4 LOFT SECOND FLOOR PLAN - ELEVATION 'C' LAUNDRYBEDROOM 4 LOFT 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Second Floor PlansElevations 'B' & 'C'A1.22 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES DOOR OWNER'S BATH - SHOWER WITH SEAT OWNER'S BATH OWNER'S BATH WIC WIC SECONDARY BATH - SHOWER BATH 2 HALL WIC 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Second Floor Plan OptionsAll ElevationsA1.23 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'A' RIGHT ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'A'A2.10 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES WINDOW POPOUTS FRONT ELEVATION: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'A' LEFT ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'A'A2.11 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES WINDOW POPOUTS FRONT ELEVATION: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES RIGHT ELEVATION 'A' - COVERED PATIO NOTE: COACH LIGHT TO BE REPLACED BY RECESSED LIGHTS AT OPTIONAL PATIO COVER REAR ELEVATION 'A' - COVERED PATIO 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior Elevation OptionsElevation 'A'A2.12 GENERAL EXTERIOR ELEV NOTES ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'B' RIGHT ELEVATION 'B' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'B'A2.20 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'B' LEFT ELEVATION 'B' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'B'A2.21 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES RIGHT ELEVATION 'B' - COVERED PATIO NOTE: COACH LIGHT TO BE REPLACED BY RECESSED LIGHTS AT OPTIONAL PATIO COVER REAR ELEVATION 'B' - COVERED PATIO 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior Elevation OptionsElevation 'B'A2.22 GENERAL EXTERIOR ELEV NOTES ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'C' RIGHT ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'C'A2.30 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'C' LEFT ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'C'A2.31 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES RIGHT ELEVATION 'C' - COVERED PATIO NOTE: COACH LIGHT TO BE REPLACED BY RECESSED LIGHTS AT OPTIONAL PATIO COVER REAR ELEVATION 'C' - COVERED PATIO 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior Elevation OptionsElevation 'C'A2.32 GENERAL EXTERIOR ELEV NOTES ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BUILDING SECTION A GATHERING ROOM BEDROOM 3 HALL OWNER'S SUITE 2 CAR GARAGE BATH 2 BUILDING SECTION B FOYER LOFT PORCHCAFE BATH 2WICOWNER'S BATH GATHERING ROOM 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Building SectionElevation 'A'A3.10 GENERAL BLDG SECTION NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ELEVATION FIREPLACE INTERIOR 2 ELEVATION FIREPLACE INTERIOR Opt AV Built-InElevation, Floor Plan & Utility PlanA4.10 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ELEVATION 'A' - ALTERNATE ASSEMBLY ATTIC VENT CALCULATIONS ZONE 1 ZONE 2 ZONE 3 Roof Plan - Alternate AssemblyElevation 'A'A5.10 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ZONE 4 ROOF PLAN - COVERED PATIO ATTIC VENT CALCULATIONS 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND Roof Plan OptionsElevation 'A'A5.11ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ELEVATION 'B' - ALTERNATE ASSEMBLY ATTIC VENT CALCULATIONS ZONE 2 ZONE 3 ZONE 1 Roof Plan - Alternate AssemblyElevation 'B'A5.20 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - COVERED PATIO ATTIC VENT CALCULATIONS ZONE 4 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND Roof Plan OptionsElevation 'A'A5.21ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ELEVATION 'C' - ALTERNATE ASSEMBLY ATTIC VENT CALCULATIONS ZONE 1 ZONE 2 ZONE 3 Roof Plan - Alternate AssemblyElevation 'C'A5.30 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ZONE 4 ROOF PLAN - COVERED PATIO ATTIC VENT CALCULATIONS 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND Roof Plan OptionsElevation 'A'A5.31ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 General Electrical NotesAll ElevationsE0.00 GENERAL ELECTRICAL NOTES EXHAUST FANS M ONE-LINE DIAGRAM PANEL SCHEDULE STANDARD MOUNTING HEIGHTS ELECTRICAL LEGENDELECTRICAL LOAD CALCULATIONS REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX GATHERING ROOM FOYER POWDER 2 CAR GARAGE KITCHEN C PAN ENTRY C STORAGE PORCH CAFE FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 First Floor Noted Electrical Plan w/ Options E1.10 KEY NOTES . REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX GATHERING ROOM FOYER POWDER 2 CAR GARAGE KITCHEN C PAN ENTRY C STORAGE PORCH CAFE FIRST FLOOR DIMENSIONED LIGHTING PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 First Floor Dimensioned Lighting Plan w/ OptionsE1.11 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX FOYER POWDER C PORCH FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'B' SEE STA N D A R D ELECTRI C A L P L A N FLEX FOYER POWDER C PORCH FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'C' SEE STA N D A R D ELECTRI C A L P L A N 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Electrical Plan First FloorElevations 'B', & 'C'E1.12 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CHEFKITCHEN ISLAND - EXECUTIVE KITCHEN PAN ENTRY C KITCHEN PAN ENTRY CSEE STANDARDELECTRICAL PLANSLIDING GLASS DOOR BEDROOM AND BATHFLOOR OUTLET COVERED PATIO SECONDARY BATH - SHOWER GATHERING GATHERING ROOM STORAGE H BEDROOM 5 GATHERING ROOM GATHERING ROOM BATH 3 BEDROOM 5 BATH 3 FIREPLACE INTERIOR FIREPLACE INTERIOR 2 GATHERIN ROOM GATHERIN ROOM GATHERING ROOM GATHERING ROOM 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Electrical Plan First Floor OptionsAll ElevationsE1.13 GENERAL ELECTRICAL NOTESKEY NOTES . REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES OWNER'S SUITE LOFT BEDROOM 4 BEDROOM 2 BATH 2 WIC WIC BEDROOM 3 WIC HALL OWNER'S BATH L LAUN SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Second Floor Noted Electrical Plan w/ Options E1.20 KEY NOTES . REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES OWNER'S SUITE LOFT BEDROOM 4 BEDROOM 2 BATH 2 WIC WIC BEDROOM 3 WIC HALL OWNER'S BATH L LAUN SECOND FLOOR DIMENSIONED LIGHTING PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Second Floor Dimensioned Lighting Plan w/ OptionsE1.21 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES LOFTLAUN SEE STA N D A R D ELECTRI C A L P L A N SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'B' LOFTLAUN SEE STA N D A R D ELECTRI C A L P L A N SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Electrical Plan Second FloorElevations 'B', & 'C'E1.22 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES DOOR OWNER'S BATH - SHOWER WITH SEAT SECONDARY BATH - SHOWER OWNER'S BATH OWNER'S BATHSEE STANDARDELECTRICAL PLANBATH 2 HALL LSEE STANDARDELECTRICAL PLAN8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4026-5 40265 2371.402 Brinnon IISouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Electrical Plan Second Floor OptionsAll ElevationsE1.23 GENERAL ELECTRICAL NOTESKEY NOTES . REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES P STOR FLEX 2 CAR GARAGE FOYER KITCHEN CAFE GATHERING ROOM ENTRYBA 3 BEDROOM 5 FIRST FLOOR PLAN - ELEVATION 'A' PORCH 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Noted First Floor PlanElevation 'A'A1.10 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FIRST FLOOR PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Dimensioned First Floor PlanElevation 'A'A1.11 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FIRST FLOOR PLAN - ELEVATION 'B' FOYER FLEX 2 CAR GARAGE PORCH FIRST FLOOR PLAN - ELEVATION 'C' FOYER FLEX 2 CAR GARAGE PORCH 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial First Floor PlansElevations 'B' & 'C'A1.12 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES COVERED PATIO COVERED PATIO CAFE CHEF KITCHEN KITCHEN ISLAND - EXECUTIVE P P KITCHEN DOUBLE DOORS FLEX FLOOR OUTLET GATHERING ROOM SECONDARY BATH - SHOWER ENTRY BA 3 2 CAR GARAGE GATHERING ROOM FIREPLACE INTERIOR GATHERING ROOM FIREPLACE INTERIOR 2 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 First Floor Plan OptionsAll ElevationsA1.13 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES L BEDROOM 2 BEDROOM 3BEDROOM 4 BATH 2 OWNER'S SUITE WIC LAUN OWNER'S BATH LOFT L SECOND FLOOR PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Noted Second Floor PlanElevation 'A'A1.20 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SECOND FLOOR PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Dimensioned Second Floor PlanElevation 'A'A1.21 GENERAL FLOOR PLAN NOTES FLOOR PLAN LEGEND MUNICIPALITY NOTES DOOR AND WINDOW HEADERS 1ST FLOOR INTERIOR DOORS SIZES CEILING HEIGHTS WINDOW/EGRESS LEGEND & NOTES: REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SECOND FLOOR PLAN - ELEVATION 'B' BEDROOM 2 BEDROOM 3BEDROOM 4 SECOND FLOOR PLAN - ELEVATION 'C' BEDROOM 2 BEDROOM 3BEDROOM 4 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Second Floor PlansElevations 'B' & 'C'A1.22 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUITE DOOR SUITE BATH 4 WIC OWNER'S BATH - SHOWER WITH SEAT OWNER'S BATH OWNER'S BATH WIC WIC SECONDARY BATH - SHOWER BATH 2 OWNER'S SUITE L SECONDARY BATH - SHOWER SUITE BATH 4 WIC 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Second Floor Plan OptionsAll ElevationsA1.23 GENERAL FLOOR PLAN NOTESGENERAL FLOOR PLAN NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'A' RIGHT ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'A' A2.10 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES ELEVATION A WINDOW POPOUTS FRONT ELEVATION: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'A' LEFT ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'A' A2.11 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES ELEVATION A WINDOW POPOUTS FRONT ELEVATION: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES RIGHT ELEVATION 'A' - COVERED PATIO LEFT ELEVATION 'A' - COVERED PATIOREAR ELEVATION 'A' - COVERED PATIO NOTE: COACH LIGHT TO BE REPLACED BY RECESSED LIGHTS AT OPTIONAL PATIO COVER 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior Elevation OptionsElevation 'A'A2.12 GENERAL EXTERIOR ELEV NOTES ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'B' RIGHT ELEVATION 'B' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'B' A2.20 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES ELEVATION B WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'B' LEFT ELEVATION 'B' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'B' A2.21 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES ELEVATION B WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'B' - COVERED PATIO NOTE: COACH LIGHT TO BE REPLACED BY RECESSED LIGHTS AT OPTIONAL PATIO COVERRIGHT ELEVATION 'B' - COVERED PATIO LEFT ELEVATION 'B' - COVERED PATIO 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior Elevation OptionsElevation 'B'A2.22 GENERAL EXTERIOR ELEV NOTES ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FRONT ELEVATION 'C' RIGHT ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'C' A2.30 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES ELEVATION C WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REAR ELEVATION 'C' LEFT ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior ElevationsElevation 'C' A2.31 GENERAL EXTERIOR ELEV NOTES MUNICIPALITY NOTES ELEVATION C WINDOW POPOUTS FRONT OF HOUSE: WRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES RIGHT ELEVATION 'C' - COVERED PATIO LEFT ELEVATION 'C' - COVERED PATIOREAR ELEVATION 'C' - COVERED PATIO NOTE: COACH LIGHT TO BE REPLACED BY RECESSED LIGHTS AT OPTIONAL PATIO COVER 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Exterior Elevation OptionsElevation 'C'A2.32 GENERAL EXTERIOR ELEV NOTES ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BUILDING SECTION A BATH 3 KITCHEN LAUNDRY HALL LINOWNER'S SUITE STAIRS CENTRY BATH 2 BUILDING SECTION B STAIR WICOWNER'S HALL BATH PORCHGATHERING ROOM KITCHEN FOYER BEDROOM 3 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Building SectionElevation 'A'A3.10 GENERAL BLDG SECTION NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ELEVATIONELEVATION FIREPLACE INTERIOR FIREPLACE INTERIOR 2 Opt AV Built-InElevation, Floor Plan & Utility PlanA4.10 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ZONE 1 ZONE 2 ROOF PLAN - ELEVATION 'A' - ALTERNATE ASSEMBLY ATTIC VENT CALCULATIONS Roof Plan - Alternate AssemblyElevation 'A'A5.10 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ZONE 3 ROOF PLAN - COVERED PATIO ATTIC VENT CALCULATIONS 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND Roof Plan OptionsElevation 'A'A5.11ELEVATION A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ELEVATION 'B' - ALTERNATE ASSEMBLY ZONE 1 ZONE 2 ATTIC VENT CALCULATIONS Roof Plan - Alternate AssemblyElevation 'B'A5.20 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ZONE 3 ROOF PLAN - COVERED PATIO ATTIC VENT CALCULATIONS 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND Roof Plan OptionsElevation 'A'A5.21ELEVATION B REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - ELEVATION 'C' - ALTERNATE ASSEMBLY ATTIC VENT CALCULATIONS ZONE 1 ZONE 2 Roof Plan - Alternate AssemblyElevation 'C'A5.30 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND 1 2 43 NOTE: SOLAR PANEL NOTES ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ROOF PLAN - COVERED PATIO ZONE 3 ATTIC VENT CALCULATIONS 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 ROOF PLAN LEGEND Roof Plan OptionsElevation 'A'A5.31ELEVATION C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 General Electrical NotesAll ElevationsE0.00 GENERAL ELECTRICAL NOTES EXHAUST FANS M ONE-LINE DIAGRAM PANEL SCHEDULE STANDARD MOUNTING HEIGHTS ELECTRICAL LEGENDELECTRICAL LOAD CALCULATIONS REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX PKITCHEN FOYER ENTRY STORAGE PORCH BA 3 BEDROOM 5 CAFE 2 CAR GARAGE GATHERING ROOM FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 First Floor Noted Electrical Plan w/ Options E1.10 KEY NOTES . REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX PKITCHEN FOYER ENTRY STORAGE PORCH BA 3 BEDROOM 5 CAFE 2 CAR GARAGE GATHERING ROOM FIRST FLOOR DIMENSIONED LIGHTING PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 First Floor Dimensioned Lighting Plan w/ OptionsE1.11 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 2 CAR GARAGE FLEX PORCH FOYER FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'B' 2 CAR GARAGE FLEX PORCH FOYER FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Electrical Plan First FloorElevations 'B', & 'C'E1.12 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES COVERED PATIO COVERED PATIO CAFE CHEFKITCHEN ISLAND - EXECUTIVE KITCHENSEE STANDARDELECTRICAL PLANP DOUBLE DOORSFLOOR OUTLETSECONDARY BATH - SHOWER SEE STANDARDELECTRICAL PLANSEE STANDARDELECTRICAL PLANFIREPLACE INTERIOR FIREPLACE INTERIOR 2 GATHERING ROOM GATHERING ROOM 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Electrical Plan First Floor OptionsAll ElevationsE1.13 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES LAUN OWNER'S SUITE BEDROOM 2 OWNER'S BATH BEDROOM 4 LOFT BEDROOM 3 BA 2 WIC STORL SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Second Floor Noted Electrical Plan w/ Options E1.20 KEY NOTES . REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES LAUN OWNER'S SUITE BEDROOM 2 OWNER'S BATH BEDROOM 4 LOFT BEDROOM 3 BA 2 WIC STORL SECOND FLOOR DIMENSIONED LIGHTING PLAN - ELEVATION 'A' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Second Floor Dimensioned Lighting Plan w/ OptionsE1.21 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM 2 BEDROOM 4 BEDROOM 3 SEE STA N D A R D ELECTRI C A L P L A N SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'B' BEDROOM 2 BEDROOM 4 BEDROOM 3 SEE STA N D A R D ELECTRI C A L P L A N SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'C' 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Partial Electrical Plan Second FloorElevations 'B', & 'C'E1.22 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUITE DOOR OWNER'S BATH - SHOWER WITH SEAT SECONDARY BATH - SHOWER SECONDARY BATH - SHOWER OWNER'S BATH WIC SUITE BATH 4 WICSEE STANDARDELECTRICAL PLANSEE STANDARDELECTRICAL PLANSUITE BATH 4 WIC 8218 Fairfield at Alberhill Ranch Single Family ---- Garage Left 4028-2 40282 2178.400 VisionarySouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 Electrical Plan Second Floor OptionsAll ElevationsE1.23 GENERAL ELECTRICAL NOTES REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES EXTERIOR WALL AT FOUNDATION100 WALL AT GARAGE SLAB102 EXTERIOR DOOR AT TURNDOWN 103 RECESSED WINDOW SILL105 MINIMUM UTILITY SERVICE REQUIREMENTS108 A/C MINIMUM CLEARANCE110 INTERIOR LOW WALL112 INTERIOR SOFFIT113 WINDOW FLASHING117WINDOW SILL & HEADER118 JAMB AT WINDOW120 TYPICAL SHELVING HEIGHTS111 BOSTON LOOP 109 COUNTER OVERHANG115 WATER HEATER PLATFORM107 Architectural DetailsAD1 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # 28214-9REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES HEADER AT SLIDING GLASS DOOR121 DOOR FLASHING125 EXTERIOR DOOR JAMB/HEAD126 EXTERIOR DOOR HEADER AT UNCOVERED LOCATION127 HEADER AT GARAGE DOOR130 FRONT ELEVATION VIEW SIDE ELEVATION VIEW PLAN VIEW FRONT ELEVATION VIEW SIDE ELEVATION VIEW PLAN VIEW GARAGE DOOR JAMB - AT 2x4 WALL CONDITION128 GARAGE DOOR JAMB - AT 2x6 WALL CONDITION LAUNDRY ROOM SERVICE WALL133 GAS BOX AT RANGE134RECESSED HEADER AT GARAGE DOOR131 Architectural DetailsAD2 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # ------REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES COVERED PATIO SOFFIT - TRUSSES PERP203 RIDGE CAP & VALLEY205 RAKE DETAIL208 ATTIC ACCESS212 ROOF VENT FLASHING214 SOFFIT - PARALLEL TO ROOF TRUSSES204 ZERO CLEARANCE RAKE209 ROOFING UNDERLAYMENT200 EAVE207 EAVE PERPENDICULAR TO WALL217 12" STUCCO EAVE222 ROOF TO WALL FLASHING AT RAKE WALL210 ROOF TO WALL FLASHING211 GABLE VENT DETAIL215 Architectural DetailsAD3 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # ------REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STUCCO WALL PROJECTION516 520 FLAT SOFFIT @ WINDOW RECESSEDARCHED STUCCO SOFFIT 519 TYPE II HANDRAIL AT WALL403 STAIR RAILING400 STAIR DETAILS401 STRINGER AT WALL404 LOW WALL @ SECOND FLOOR406 2nd STORY POPOUTS517BALCONY LOW WALL @ STAIR TREAD408 RAILING TO CURB @ SECOND FLOOR405 RECESSED WINDOW SILL - 2ND STORY515 2nd STORY POPOUTS518 BALCONY RAILING TO CURB @ STAIR TREAD407 Architectural DetailsAD4 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # ------REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STUCCO CORBEL558 CORBEL626 SHUTTER DETAIL631 STANDARD GRAB BAR LOCATIONS728 DECORATIVE TILE VENT DETAIL815 DECORATIVE GABLE VENT ACCENT680WROUGHT IRON ACCENT618 BIRD STOP700 210 211 SHUTTER DETAIL655 GABLE POPOUT544 STONE VENEER / SIDING TRANSITION AT GABLE END821STUCCO / SIDING TRANSTION AT GABLE END820 Architectural DetailsAD5 8218 Alberhill Ranch Series 2 ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 TRACT # ------REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 40# ROOFING FELT INFORMATION 72# CAP SHEET INFORMATION 72# CAP SHEET INFORMATION CONCRETE TILE EVALUATION REPORT CS1 Cut SheetsCS 1 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CONCRETE TILE EVALUATION REPORT CONCRETE TILE MANUFACTURER INFORMATION EXTERIOR DOOR TESTING INFORMATION CS2 Cut SheetsCS 2 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES EXTERIOR DOOR TESTING INFORMATION CS3 Cut SheetsCS 3 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES EXTERIOR DOOR TESTING INFORMATION CS4 Cut SheetsCS 4 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES EXTERIOR DOOR TESTING INFORMATION CS5 Cut SheetsCS 5 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES EXTERIOR DOOR TESTING INFORMATION O'HAGIN ROOF VENTS CS6 RAIN GUTTER SCREEN STARTER BOARD INFORMATION Cut SheetsCS 6 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STARTER BOARD INFORMATION CS7 Cut SheetsCS 7 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STARTER BOARD INFORMATION CS8 Cut SheetsCS 8 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STARTER BOARD INFORMATION CS9 Cut SheetsCS 9 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STARTER BOARD INFORMATION CS10 Cut SheetsCS 10 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES VINYL FENCE INFORMATION CS11 Cut SheetsCS 11 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES WINDOW INFORMATION WEATHERSTRIPPING INFORMATION CS12 Cut SheetsCS 12 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CS13 WEATHERSTRIPPING INFORMATION Cut SheetsCS 13 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CS14 WEATHERSTRIPPING INFORMATION Cut SheetsCS 14 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CS15 WEATHERSTRIPPING INFORMATION Cut SheetsCS 15 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CS16 WEATHERSTRIPPING INFORMATION Cut SheetsCS 16 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CS17 WEATHERSTRIPPING INFORMATION Cut SheetsCS 17 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CS18 WEATHERSTRIPPING INFORMATION Cut SheetsCS 18 8219 Alberhill Ranch ---- Garage LeftSouthern California Division27401 Los Altos, Suite 400Mission Viejo, California 92691Kevin Paul Div. Production Mgr. Pulte Group, Inc. 01/16/2023 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM 3 BEDROOM 2 KITCHEN PATIO COVERED GATHERING ROOM BATH 2 ENTRY LAUN WIC OWNER'S BATH OWNER'S SUITE 2 CAR GARAGE FOYER PORCH CAFE OPT. BEDROOM 4 FLEX/OPT. FLEX 2/ BEDROOM 3 PORCH BEDROOM 3 PORCH 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTSSlab Interaction PlanElevation 'A'Stella 2574.400 45213 S1.1 Plan 1 (4521-3) 1 2 A B 3 4 4 57 7STHD14STHD14STHD14STHD14 6 STHD10STHD104 LSTHD8LSTHD810 S5 10 S5 10 S5 10 S5 6" WIDE CURB, TYP. PER PLANS SLOPE GARAGE SLAB W = 0.8 KLF P/T LINE LOAD W = 0.7 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD W = 0.8 KLF P/T LINE LOAD W = 0.7 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD 1 1 1 1 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 3 5 6HTT5HTT5 PER PLANS SLOPE GARAGE SLAB 11 S5 W = 0.8 KLF P/T LINE LOAD W = 0.7 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD 3 5 6HTT5HTT5 PER PLANS SLOPE GARAGE SLAB 11 S5 W = 0.8 KLF P/T LINE LOAD W = 0.7 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD SLAB INTERACTION PLAN, PLAN 1A SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0" PARTIAL SLAB PLAN, PLAN 1C SCALE: ‚" = 1'-0" PARTIAL SLAB PLAN, PLAN 1B CALIFORNIA CODE OF REGULATIONS, TITLE 16, DIVISION 5, SECTION 411(E). RULES OF THE BOARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS, HAVE THE SIGNATURE ELECTRONICALLY APPLIED AS ALLOWED BY THE THESE PLANS HAVE BEEN REVIEWED (SHEETS S1.1 THROUGH S7 ) AND AND LOCATION OF UTILITIES, AS OCCURS. ELECTRICAL, PLUMBING AND/OR GAS LINES; UNDERGROUND CONDUIT; SWEEPS FOR STOOPS, FLATWORK, BELOW SLAB DUCTS, SEE ARCHITECTURAL PLANS FOR DOOR REPORT AS FOLLOWS: SUPPORTING BUILDING LOADS, IN ADDITION TO THE EFFECTS FROM THE SOILS POST TENSION FOUNDATION - DESIGNED BY OTHERS SHALL BE CAPABLE OF OTHER LOADS AS INDICATED ON THE PLANS CONCENTRATED LOADS: UNIFORM LOADS: 4,000 LBS 750 PLF INTERIOR / SLAB 6,000 LBS 1,500 PLF EXTERIOR / FOOTING 3) PER THE SOILS REPORT 2) AS NOTED ON THE P/T PLANS 1) 2,500 PSI PER CRC TABLE R402.2 THAN THE HIGHEST OF THE FOLLOWING: CONCRETE STRENGTH SHALL BE NO LESS REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM 3 BEDROOM 2 KITCHEN PATIO COVERED GATHERING ROOM BATH 2 ENTRY LAUN WIC OWNER'S BATH OWNER'S SUITE 2 CAR GARAGE FOYER PORCH CAFE OPT. BEDROOM 4 FLEX/OPT. FLEX 2/ 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS S1.2 Stella 2574.400 45213 Plan 1 (4521-3)Elevation 'A'Roof Framing Plan6x64x64x6 4x6 4x4 4x6 4x6 4x4(RB-12) 4x8 (RB-10) 4x121 2 A B 3 E.N. @ 6" o/cALIGN TRUSS,E.N. 6" o/c4400 LBS.DRAG TRUSS4x6 4 4 16.0' 16.0' 5 2.0'73.4' 72.7'STHD14STHD14STHD14STHD146 12.0'STHD10STHD104 6.3'LSTHD8LSTHD824" o/cTRUSSES @24" o/cTRUSSES @24" o/cTRUSSES @29 S6 29 S6 29 S6 29 S6 37 S6 32 S6 32 S6 32 S6 32 S6 32 S6 34 S6 29 S6 29 S6 34 S6 34 S6 GIRDER TRUSS53 S6 E.N. @ 6" o/cALIGN TRUSS,E.N. @ 6" o/cALIGN TRUSS,24" o/cTRUSSES @24" o/cTRUSSES @4x440 S6 4x4E.N. 6" o/c2600 LBS.DRAG TRUSSE.N. 6" o/c800 LBS.DRAG TRUSSE.N. 6" o/c1000 LBS.DRAG TRUSS@ 24" o/c JACK TRUSSES(2) 2x4 STUD30 S6 STUD(2) 2x4(2) 2x4 STUD30 S6 4x441 S6 41 S6 17 S5 TYP. 17 S5 STIFFNESS ONLY FOR ADDITIONAL TYP. BEARING WALL 2x4 @ 16" o/c TOP PLATE SPLICE (2) CS1628 ATGABLE END TRUSS I-JOIST FILLER &4x637 S6 ALIGN TRUSSSIM. 37 S6 ALIGN TRUSSBEARING WALL 2x4 @ 16" o/c DOOR OPT. 4x4 AT 17 S5 TYP. 17 S5 TYP. 17 S5 TYP. 1 1 1 AT EA. END(2) 2x4 KING STUD(2) 2x4 TRIMMERTHE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 1A REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM 3 BEDROOM 2 KITCHEN PATIO COVERED GATHERING ROOM BATH 2 ENTRY LAUN WIC OWNER'S BATH OWNER'S SUITE 2 CAR GARAGE FOYER PORCH CAFE OPT. BEDROOM 4 FLEX/OPT. FLEX 2/ BEDROOM 3 BEDROOM 2 BATH 2 ENTRY 2 CAR GARAGE FOYER PORCH OPT. BEDROOM 4 FLEX/OPT. FLEX 2/ 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS S1.3 Stella 2574.400 45213 Plan 1 (4521-3)Roof Framing PlanElevation 'B' & 'C'6x64x64x6 4x6 4x4 4x6 4x6 4x4(RB-11) 3•x11‡ LSL(RB-12) 4x8 (RB-10) 4x121 2 A B 3 E.N. @ 6" o/cALIGN TRUSS,E.N. 6" o/c4400 LBS.DRAG TRUSS4x6 4 4 16.0' 16.0' 5 2.0'73.4' 72.7'STHD14STHD14STHD14STHD146 12.0'STHD10STHD106 5.1'HTT5HTT5@ 24" o/c JACK TRUSSES 24" o/cTRUSSES @24" o/cTRUSSES @24" o/cTRUSSES @GIRDER TRUSSGIRDER TRUSSTRUSSGIRDER24" o/cTRUSSES @24" o/cTRUSSES @TRUSSGIRDER29 S6 29 S6 29 S6 29 S6 37 S6 32 S6 32 S6 32 S6 32 S6 32 S6 32 S6 32 S6 33 S6 @ 24" o/c JACK TRUSSES(2) 2x4 TRIMMER17 S5 (2) 2x4 STUD4x64x4(2) 2x4 STUD(2) 2x4 STUD(2) 2x4 STUD(2) 2x4 STUD(2) 2x4 STUD30 S6 30 S6 30 S6 30 S6 @ 24" o/c JACK TRUSSES @ 24" o/c JACK TRUSSES 4x432 S6 (2) 2x4 STUD30 S6 (2) 2x4 STUD17 S5 STIFFNESS ONLY FOR ADDITIONAL TYP. 40 S6 BEARING WALL 2x4 @ 16" o/c TOP PLATE SPLICE (2) CS1628 AT 18 S5 18 S5 4x637 S6 ALIGN TRUSSSIM. 37 S6 ALIGN TRUSSBEARING WALL 2x4 @ 16" o/c 4x4DOOR OPT. 4x4 AT 17 S5 TYP. 17 S5 TYP. 17 S5 TYP. 1 1 1 AT EA. END(2) 2x4 KING STUD(2) 2x4 TRIMMERTHE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 4x6 4x4(RB-10) 4x122 3 E.N. @ 6" o/cALIGN TRUSS,E.N. 6" o/c4400 LBS.DRAG TRUSS5 2.0' 6 12.0'STHD10STHD106 5.1'HTT5HTT524" o/cTRUSSES @24" o/cTRUSSES @24" o/cTRUSSES @29 S6 37 S6 32 S6 32 S6 32 S6 (2) 2x4 STUD(2) 2x4 STUD(2) 2x4 STUD30 S6 30 S6 @ 24" o/c JACK TRUSSES 34 S6 34 S6 34 S6 4x44x4E.N. 6" o/c800 LBS.DRAG TRUSSE.N. 6" o/c1000 LBS.DRAG TRUSSE.N. @ 6" o/cALIGN TRUSS,4x4GIRDER TRUSSE.N. @ 6" o/cALIGN TRUSS,33 S6 17 S5 STIFFNESS ONLY FOR ADDITIONAL TYP. 40 S6 TOP PLATE SPLICE (2) CS1628 AT BEARING WALL 2x4 @ 16" o/c DOOR OPT. 4x4 AT CS1628 STRAP 55 S6 AT EA. END(2) 2x4 KING STUD(2) 2x4 TRIMMERSCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 1B B SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 1C REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PATIO COVERED OWNER'S SUITE CAFE OWNER'S SUITE OWNER'S SUITE OWNER'S BATH 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS 1 A B 7 7STHD14STHD14STHD14STHD14 10 S5 10 S5 PRIOR TO POURING CONCRETE WITH DOOR SPECIFICATIONS SUBSILLS, RECESSES, ETC. VERIFY REQUIREMENTS FOR W = 0.8 KLF P/T LINE LOAD W = 0.7 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD 1 1 1 1 4x6 29 S6 17 S5 TYP. 37 S6 ALIGN TRUSSSIM.4x837 S6 SIM.ALIGN TRUSSTYP. 4x6 29 S6 17 S5 TYP.4x64x637 S6 ALIGN TRUSSSIM. 37 S6 ALIGN TRUSS4x4 S1.4 Stella 2574.400 45213 Plan 1 (4521-3)OptionsSlab Interaction & Roof Framing Plans2 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0" PARTIAL SLAB PLAN CENTER SLIDING GLASS DOOR PARTIAL ROOF FRAMING PLAN CENTER SLIDING GLASS DOOR PARTIAL ROOF FRAMING PLAN SLIDING GLASS DOOR SHOWER WITH SEAT OWNER'S BATH- REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PAN ENTRY 2 CAR GARAGE KITCHEN CAFE GATHERING ROOM STORAGE FOYER PORCH FLEX POWDER 2 CAR GARAGE GATHERING ROOM STORAGE FOYER PORCH FLEX POWDER 2 CAR GARAGE GATHERING ROOM STORAGE FOYER PORCH FLEX POWDER 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS A CB 3 5 2 1 3 4 4 4 4 4LSTHD8LSTHD86HTT4HTT46STHD10STHD104 7 STHD14STHD1410 S5 10 S5 11 S5 10 S5P = 9.7 KIPSP/T POINT LOADP = 9.7 KIPSP/T POINT LOADP = 4.9 KIPSP/T POINT LOADW = 0.7 KLFP/T LINE LOADW = 0.7 KLFP/T LINE LOADW = 0.5 KLFP/T LINE LOADW = 1.2 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 0.7 KLF P/T LINE LOAD W = 0.9 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD W = 0.7 KLFP/T LINE LOADTO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORS W = 0.5 KLFP/T LINE LOADW = 1.0 KLF P/T LINE LOAD W = 0.9 KLF P/T LINE LOAD 6" WIDE CURB, TYP.PER PLANSSLOPE GARAGE SLABPER PLAN STEP LSTHD8LSTHD810 S5 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SLAB INTERACTION PLAN, PLAN 2A SCALE: ‚" = 1'-0" AND LOCATION OF UTILITIES, AS OCCURS. ELECTRICAL, PLUMBING AND/OR GAS LINES; UNDERGROUND CONDUIT; SWEEPS FOR STOOPS, FLATWORK, BELOW SLAB DUCTS, SEE ARCHITECTURAL PLANS FOR DOOR REPORT AS FOLLOWS: SUPPORTING BUILDING LOADS, IN ADDITION TO THE EFFECTS FROM THE SOILS POST TENSION FOUNDATION - DESIGNED BY OTHERS SHALL BE CAPABLE OF OTHER LOADS AS INDICATED ON THE PLANS CONCENTRATED LOADS: UNIFORM LOADS: 4,000 LBS 750 PLF INTERIOR / SLAB 6,000 LBS 1,500 PLF EXTERIOR / FOOTING 3) PER THE SOILS REPORT 2) AS NOTED ON THE P/T PLANS 1) 2,500 PSI PER CRC TABLE R402.2 THAN THE HIGHEST OF THE FOLLOWING: CONCRETE STRENGTH SHALL BE NO LESS SLAB INTERACTION PLAN, PLAN 2C SCALE: ‚" = 1'-0" SLAB INTERACTION PLAN, PLAN 2B SCALE: ‚" = 1'-0"Slab Interaction PlanS2.1 2371.402 40265 Plan 2 (4026-5) Brinnon IIElevation 'A, B, & C'3 2 1 3 4 4 4 4LSTHD8LSTHD86HTT4HTT46STHD10STHD104 10 S5 11 S5 10 S5P = 9.7 KIPSP/T POINT LOADP = 9.7 KIPSP/T POINT LOADW = 0.7 KLF P/T LINE LOAD W = 0.9 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD W = 0.7 KLFP/T LINE LOADTO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORS W = 1.0 KLF P/T LINE LOAD W = 0.9 KLF P/T LINE LOAD 6" WIDE CURB, TYP.PER PLANSSLOPE GARAGE SLABPER PLAN STEP LSTHD83 2 1 3 4 4 4 4LSTHD8LSTHD86HTT4HTT46STHD10STHD104 10 S5 11 S5 10 S5P = 9.7 KIPSP/T POINT LOADP = 9.7 KIPSP/T POINT LOADW = 0.7 KLF P/T LINE LOAD W = 0.9 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD W = 0.7 KLFP/T LINE LOADTO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORS W = 1.0 KLF P/T LINE LOAD W = 0.9 KLF P/T LINE LOAD 6" WIDE CURB, TYP.PER PLANSSLOPE GARAGE SLABPER PLAN STEP LSTHD8REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PAN ENTRY 2 CAR GARAGE KITCHEN CAFE GATHERING ROOM STORAGE FOYER PORCH FLEX POWDER 2 CAR GARAGE GATHERING ROOM STORAGE FOYER PORCH FLEX POWDER 2 CAR GARAGE GATHERING ROOM STORAGE FOYER PORCH FLEX POWDER 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS A CB 3 5 2 1 3 4 73 S7 414.0' 420.0' 4 11.2' 4 4.0'LSTHD8LSTHD86 8.0'HTT4HTT46 3.0'STHD10STHD104 12.0' 7 5.5'STHD14STHD144x8 (FB-24) 3•x9• LSL 16 S5 (FB-25) 4x10(FB-23) 3•x14 LSL3•x14 LSL (FB-22) 4x10 19 S5 19 S5@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 3601 •x14 LSL75 S7 3•x14 LSL RIM 4x86x64x6 73 S7 (FB-20) 3•x14 LSL(2) 2x4 STUD(2) 2x4 STUD16 S5 16 S5 4x44x64x4 24" o/c TRUSSES @ 34 S6 34 S6 4x442 S6 56 S7 34 S6 32 S6 @ 24" o/c JACK TRUSSES 63 S7 61 S7 61 S7 66 S7 61 S7 64 S7 63 S7 61 S7 66 S7 4x6 4x64x6 AT OPT.16 S54x4 STUD17 S5 TYP.4x4 TRIMMER17 S5 @ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210STRINGERS, TYP. (4) 2x12 STAIR42 S6 63 S7ABOVESTRAPHU416 16" o/c 2x8 @ 32 S6(2) 2x4 TRIMMER70 S7 SIM. 69 S7 1 ‚x14 LSL 4x4LSTHD8LSTHD8@ 19.2" o/c14" TJI 360ALIGN JOISTDROPPED 6x8 SPLICE TOP PLATE (2) CS1628 AT 3•x18 PSL (FB-21A)LOAD ABOVE ELEV. B ONLYSPLICE TOP PLATE (2) CS1628 AT TYPICALIUS HANGERS,TYPICALIUS HANGERS, (2) 2x4 STUDELEV. B ONLYLOAD ABOVE65 S7 60 S7 OR OR 110 RIM ALT: TJI STD. RIM 110 RIM ALT: TJI STD. RIM 60 S7 110 RIM ALT: TJI OR STD. RIM 60 S7 110 RIM ALT: TJI OR STD. RIM 60 S7 OR 110 RIM ALT: TJI STD. RIM 65 S7 110 RIM ALT: TJI OR STD. RIM 65 S7ABOVESTRAP110 RIM ALT: TJI OR RIM STD. 65 S7 63 S7 OR 110 RIM ALT: TJISTD. RIM 63 S7 65 S7 110 RIM ALT: TJI OR 83 S7(3) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVEOR (4) 2x44x6 STUD81 S7 82 S7 81 S7 81 S7 17 S5 TYP. 83 S7 83 S7 63 S7 65 S7 OR 110 RIM ALT: TJI STD. RIM 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 4x2 19 S5 (3) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVE(2) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVELOAD ABOVEE.N. 6" o/c 800 LBS. DRAG TRUSSELEV. B ONLY6x8 ATELEV. B ONLYLOAD ABOVE(ELEV. B ONLY)STRAP ABOVE(ELEV. B ONLY)STRAP ABOVE1TYPICAL EA. END(2) 2x4 KING STUD(2) 2x4 TRIMMER17 S5 TYP. 1 58 S7 1 TYP. 2 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0" FLOOR FRAMING PLAN, PLAN 2A SCALE: ‚" = 1'-0" FLOOR FRAMING PLAN, PLAN 2C SCALE: ‚" = 1'-0" FLOOR FRAMING PLAN, PLAN 2B Elevations 'A, B, & C'Brinnon II 40265 S2.2 Plan 2 (4026-5) 2371.402Floor Framing Plan3 2 1 3 4 73 S7 420.0' 4 11.2' 4 4.0'LSTHD8LSTHD86 8.0'HTT4HTT46 3.0'STHD10STHD104 12.0' 19 S5 @ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 360(FB-21A) 3•x18 PSL 1 •x14 LSL75 S7 3•x14 LSL RIM 4x86x64x6 73 S7 (FB-20) 3•x14 LSL(2) 2x4 STUD(2) 2x4 STUD16 S5 16 S5 4x44x64x4 4x456 S7 32 S6 @ 24" o/c JACK TRUSSES 61 S7 66 S7 61 S7 64 S7 63 S7 61 S7 66 S7 4x6 4x64x6 AT OPT.16 S54x4 STUD@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210STRINGERS, TYP. (4) 2x12 STAIR42 S6 63 S7 24" o/c TRUSSES @ 42 S6 34 S6 34 S6 34 S6 16" o/c 2x8 @ 32 S6 4x4 70 S7 SIM. 69 S7 1 ‚x14 LSL 4x4LSTHD8@ 19.2" o/c14" TJI 360ALIGN JOISTDROPPED 6x8 SPLICE TOP PLATE (2) CS1628 AT SPLICE TOP PLATE (2) CS1628 AT TYPICALIUS HANGERS,OR STD. RIM 60 S7 110 RIM ALT: TJI OR STD. RIM 60 S7 OR 110 RIM ALT: TJI STD. RIM 65 S7 110 RIM ALT: TJI OR STD. RIM 65 S7ABOVESTRAP110 RIM ALT: TJI OR RIM STD. 65 S7 63 S7 OR 110 RIM ALT: TJISTD. RIM 63 S7 65 S7 110 RIM ALT: TJI OR 83 S7 83 S7 83 S7(3) 2x4 STUDLOAD ABOVE110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 19 S5 (3) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVEE.N. 6" o/c 800 LBS. DRAG TRUSSTYPICAL EA. END(2) 2x4 KING STUD(2) 2x4 TRIMMER17 S5 TYP. 1 3 2 1 3 4 73 S7 420.0' 4 11.2' 4 4.0'LSTHD8LSTHD86 8.0'HTT4HTT46 3.0'STHD10STHD104 12.0' 19 S5 @ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 3601 •x14 LSL75 S7 3•x14 LSL RIM 4x86x64x6 73 S7 (FB-20) 3•x14 LSL(2) 2x4 STUD(2) 2x4 STUD16 S5 16 S5 4x44x64x4 4x456 S7 32 S6 @ 24" o/c JACK TRUSSES 61 S7 66 S7 61 S7 64 S7 63 S7 61 S7 66 S7 4x6 4x64x6 AT OPT.16 S54x4 STUD@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210STRINGERS, TYP. (4) 2x12 STAIR42 S6 63 S7 32 S6 32 S632 S6 32 S6 @ 24" o/cJACK TRUSSES16" o/c 2x8 @ 4X4 70 S7 SIM. 69 S7 1 ‚x14 LSL 4x4LSTHD8@ 19.2" o/c14" TJI 360ALIGN JOISTDROPPED 6x8 SPLICE TOP PLATE (2) CS1628 ATLOAD ABOVE3•x16 PSL (FB-21B) SPLICE TOP PLATE (2) CS1628 AT TYPICALIUS HANGERS,STD. RIM 60 S7 110 RIM ALT: TJI OR STD. RIM 60 S7 OR 110 RIM ALT: TJI STD. RIM 65 S7 110 RIM ALT: TJI OR STD. RIM 65 S7ABOVESTRAP110 RIM ALT: TJI OR RIM STD. 65 S7 63 S7 OR 110 RIM ALT: TJISTD. RIM 63 S7 65 S7 110 RIM ALT: TJI OR 81 S7 83 S7 83 S7 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 19 S5 (3) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVETYPICAL EA. END(2) 2x4 KING STUD(2) 2x4 TRIMMER17 S5 TYP. 1 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES WIC WIC BEDROOM 2 BEDROOM 3 WIC OWNER'S BATH OWNER'S SUITE BATH 2 HALL BEDROOM 4 LAUNDRY LOFT WIC WIC BEDROOM 2 BEDROOM 3 WIC OWNER'S BATH OWNER'S SUITE BATH 2 HALL BEDROOM 4 LAUNDRY LOFT 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS 50 S6 40 S6 31 S6 31 S6 4 14.5'TO BEAM BELOWCS1628 (V)TO BEAM BELOWCS1628 (V)37 S6 (RB-20) 4x6 4x4 4x4 4x44x44 4 10.0' 4 4.0' A CB 3 5 2 1 3 4 WINDOW 11.0'-1.5' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 E.N. 6" o/c1400 LBS.DRAG TRUSSE.N. 6" o/c2200 LBS.DRAG TRUSSE.N. 6" o/c1000 LBS.DRAG TRUSSE.N. 6" o/c 800 LBS. DRAG TRUSS E.N. 6" o/c 800 LBS. DRAG TRUSSE.N. 6" o/c 800 LBS. DRAG TRUSS 34 S6 34 S6 34 S6 32 S6 34 S6 35 S6 32 S6 34 S6 32 S6 32 S6 32 S6 24" o/cTRUSSES @24" o/cTRUSSES @E.N. @ 6" o/cALIGN TRUSS,24" o/c TRUSSES @ GIRDER TRUSS4x64x64x6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED(3) 2x4 STUD(3) 2x4 STUD30 S6 4x4 4x6 4 WINDOW 12.0'-2.5'4x44x4 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 10.4' 1 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 2A SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 2B Brinnon II 40265 S2.3 Plan 2 (4026-5) 2371.402Roof Framing PlanElevations 'A & B'4 14.5'TO BEAM BELOWCS1628 (V)BELOWTO BEAMCS1628 (V)(RB-20) 4x6 4x4 4x4 4x44x44 4 10.0' 4 4.0' A CB 3 5 2 1 3 4 WINDOW 11.0'-1.5' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 E.N. 6" o/c2200 LBS.DRAG TRUSS34 S6 34 S6 34 S6 32 S6 34 S6 35 S6 32 S6 34 S6 32 S6 32 S6 32 S6 E.N. @ 6" o/cALIGN TRUSS,GIRDER TRUSS CS1680 AT HIPAT HIPALIGN JACK(RB-20) 4x6 GIRDER TRUSS GIRDER TRUSS @ 24" o/cJACK TRUSSES4x4 @ 24" o/c JACK TRUSSES @ 24" o/c JACK TRUSSES TRUSSES @ 24" o/c GIRDER TRUSS @ 24" o/cJACK TRUSSES37 S6 31 S6 31 S6 50 S6 50 S6 40 S64x64x6 4x6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED(3) 2x4 STUD(3) 2x4 STUD30 S6(2) 2x4 STUD30 S6 30 S6 (2) 2x4 STUD 30 S6 GIRDER TRUSSGIRDER TRUSS30 S6 30 S6 40 S6 4x4 E.N. 6" o/c 800 LBS. DRAG TRUSS 4 WINDOW 12.0'-2.5'4x417 S5 17 S5 30 S6 30 S6 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL TRUSS BEARING(2) 2x4 STUDEA. END4x6 STUD10.4' 1 TO CONT. RIMCS1628 (V)TO CONT. RIMCS1628 (V)1 1 58 S7 TYP. 2 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES WIC WIC BEDROOM 2 BEDROOM 3 WIC OWNER'S BATH OWNER'S SUITE BATH 2 HALL BEDROOM 4 LAUNDRY LOFT 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS 50 S6 40 S6 31 S6 31 S6 4 14.5'TO BEAM BELOWCS1628 (V)TO BEAM BELOWCS1628 (V)37 S6TO BEAM BELOWCS1628 (V)(RB-20) 4x6 4x4 4x4 4x44x44 4 10.0' 4 4.0' A CB 3 5 2 1 3 4 WINDOW 11.0'-1.5' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 E.N. 6" o/c1400 LBS.DRAG TRUSSE.N. 6" o/c2200 LBS.DRAG TRUSSE.N. 6" o/c1000 LBS.DRAG TRUSSE.N. 6" o/c 800 LBS. DRAG TRUSS E.N. 6" o/c 800 LBS. DRAG TRUSSE.N. 6" o/c 800 LBS. DRAG TRUSS 34 S6 34 S6 34 S6 32 S6 34 S6 35 S6 32 S6 34 S6 32 S6 32 S6 32 S6 24" o/cTRUSSES @24" o/cTRUSSES @E.N. @ 6" o/cALIGN TRUSS,24" o/c TRUSSES @ GIRDER TRUSS4x64x64x6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED(3) 2x4 STUD(3) 2x4 STUD30 S6 4x6 4x4 4x4 4 WINDOW 12.0'-2.5'4x423 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 10.4' 1 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 2C Roof Framing PlanBrinnon II 40265 S2.4 Plan 2 (4026-5) 2371.402 Elevation 'C'REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES STORAGE FOYER COVERED PATIO COVERED PATIO SHEAR ENTIRE WALL 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS SCALE: ‚" = 1'-0" SCALE: ‚" = 1'-0" OPTIONAL COVERED PATIO FLOOR FRAMING PLAN OPTIONAL COVERED PATIO SLAB INTERACTION PLAN SCALE: ‚" = 1'-0" OPTIONAL BEDROOM AND BATH FLOOR FRAMING PLAN SCALE: ‚" = 1'-0" SEPARATE TUB & SHOWER OPTIONAL OWNER'S BATH - ROOF FRAMING PLAN Brinnon II 40265 S2.5 Plan 2 (4026-5) 2371.402OptionsTHE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 2 3 6 8.0'HTT4HTT41 •x14 LSL75 S7 3•x14 LSL RIM 4x873 S7 (FB-20) 3•x14 LSL(2) 2x4 STUD(2) 2x4 STUD16 S5 16 S5 61 S7 66 S7 S5 @ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210STRINGERS, TYP. (4) 2x12 STAIR 4x6 4x616" o/c 2x8 @ 70 S7 SIM. 69 S7 SPLICE TOP PLATE (2) CS1628 AT TYPICALIUS HANGERS,60 S7 110 RIM ALT: TJI OR STD. RIM 63 S7 65 S7 110 RIM ALT: TJI OR 83 S7(3) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVE83 S7 83 S7 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI 110 RIM/BLOCK AT ALT. TJI(3) 2x4 STUDLOAD ABOVE(3) 2x4 STUDLOAD ABOVEC (FB-25) 4x104x10 17 S5 TYP. (RB-21) 4x8 4x624" o/cTRUSSES @32 S6 34 S6 18 S5 18 S5 17 S5 TYP.(2) 2x4 TRIMMERLSTHD8LOAD ABOVE ELEV. B ONLY (2) 2x4 STUDELEV. B ONLYLOAD ABOVEOR (4) 2x44x6 STUD80 S7 110 RIM/BLOCK AT ALT. TJILOAD ABOVEW = 0.7 KLFP/T LINE LOADW = 1.2 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOADW = 0.5 KLFP/T LINE LOADTO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORSLSTHD8CBE.N. 6" o/c2200 LBS.DRAG TRUSS34 S6 32 S6 4x6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED 5 WINDOW 12.0'-4.0' 22 S5 AND SILL LINE BLOCK, SEE DETAIL AND E.N. AROUND OPENING, HEAD LINE BLOCK, INCLUDING ABOVE & BELOW OPENING. STRAP REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM 5 GATHERING ROOM CAFE BA 3 STOR KITCHEN 2 CAR GARAGE FOYER FLEX KITCHEN 2 CAR GARAGE FOYER FLEX KITCHEN 2 CAR GARAGE FOYER FLEX 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS A CB 5 4 1 2 4 5 4HTT4 6 6STHD10STHD10STHD104 6 LSTHD8LSTHD86 10 S5 11 S5 10 S5 10 S5STHD106" WIDE CURB, TYP.PER PLANSSLOPE GARAGE SLABPER PLAN STEP TO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORP = 12.0 KIPSP/T POINT LOADP = 12.0 KIPSP/T POINT LOADP = 7.5 KIPSP/T POINT LOADP = 7.5 KIPSP/T POINT LOADP = 6.5 KIPSP/T POINT LOADP = 5.5 KIPSP/T POINT LOADP = 5.5 KIPSP/T POINT LOADP = 6.0 KIPSP/T POINT LOADW = 0.7 KLFP/T LINE LOADW = 0.7 KLFP/T LINE LOADW = 0.5 KLFP/T LINE LOADW = 0.7 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 0.4 KLF P/T LINE LOAD W = 0.5 KLFP/T LINE LOAD3 TO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORS W = 1.2 KLF P/T LINE LOAD W = 1.2 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD LSTHD810 S5 LSTHD866 OPTIONAL COVERED PATIO THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0" AND LOCATION OF UTILITIES, AS OCCURS. ELECTRICAL, PLUMBING AND/OR GAS LINES; UNDERGROUND CONDUIT; SWEEPS FOR STOOPS, FLATWORK, BELOW SLAB DUCTS, SEE ARCHITECTURAL PLANS FOR DOOR REPORT AS FOLLOWS: SUPPORTING BUILDING LOADS, IN ADDITION TO THE EFFECTS FROM THE SOILS POST TENSION FOUNDATION - DESIGNED BY OTHERS SHALL BE CAPABLE OF OTHER LOADS AS INDICATED ON THE PLANS CONCENTRATED LOADS: UNIFORM LOADS: 4,000 LBS 750 PLF INTERIOR / SLAB 6,000 LBS 1,500 PLF EXTERIOR / FOOTING 3) PER THE SOILS REPORT 2) AS NOTED ON THE P/T PLANS 1) 2,500 PSI PER CRC TABLE R402.2 THAN THE HIGHEST OF THE FOLLOWING: CONCRETE STRENGTH SHALL BE NO LESS SCALE: ‚" = 1'-0" SCALE: ‚" = 1'-0" SLAB INTERACTION PLAN, PLAN 3A (4028-2) SLAB INTERACTION PLAN, PLAN 3B (4028-2) SLAB INTERACTION PLAN, PLAN 3C (4028-2)Slab Interaction Plan2178.400 40282 PLAN 3 (4028-2) S3.1 VisionaryElevation 'A, B, & C'4 1 2 5HTT4STHD10STHD10STHD104 6 11 S5 10 S5 10 S5STHD1066 6" WIDE CURB, TYP.PER PLANSSLOPE GARAGE SLABPER PLAN STEP TO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORP = 12.0 KIPSP/T POINT LOADP = 12.0 KIPSP/T POINT LOADW = 0.7 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 0.4 KLF P/T LINE LOAD W = 0.5 KLFP/T LINE LOAD3 W = 1.3 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD TO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHOR 66 1 2 5HTT4STHD10STHD10STHD104 6 11 S5 10 S5 10 S5STHD1066 6" WIDE CURB, TYP.PER PLANSSLOPE GARAGE SLABPER PLAN STEP TO ANCHOR BOLTS ACCEPTABLE ALTERNATIVE MASA SILL ANCHORP = 12.0 KIPSP/T POINT LOADP = 12.0 KIPSP/T POINT LOADW = 0.7 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 1.0 KLF P/T LINE LOAD W = 0.4 KLF P/T LINE LOAD W = 0.5 KLFP/T LINE LOAD3 W = 1.3 KLF P/T LINE LOAD W = 1.3 KLF P/T LINE LOAD 66 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES BEDROOM 5 GATHERING ROOM CAFE BA 3 STOR KITCHEN 2 CAR GARAGE FOYER FLEX KITCHEN 2 CAR GARAGE FOYER FLEX KITCHEN 2 CAR GARAGE FOYER FLEX 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS A CB 5 4 1 2 416.0' 516.0' 4 12.0'HTT46 6STHD10STHD10STHD10 4.0'4.0' 4 DOOR 20.0'-2.6' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 6 8.0'LSTHD8LSTHD84x8 (FB-35) 5•x9• GLB (FB-34) 5•x9• GLB 16 S5 1ƒx14 LSL (FB-32)(FB-33) 3•x14 LSL(FB-31) 5‚x14 PSL4x4 AT OPT.4x4@ 16" o/c14" TJI 23073 S7@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210(RB-32) 4x12 4x6 6 STIFFNESS ONLY FOR ADDITIONAL 2.5' 4x44x6 STHD1024" o/c TRUSSES @ @ 24" o/c JACK TRUSSES 33 S6 34 S6 33 S6 E.N. @ 6" o/c ALIGN TRUSS, E.N. @ 6" o/c ALIGN TRUSS, 40 S6 4x663 S7 61 S7 61 S7 64 S7 63 S7 63 S7 61 S7 61 S7 19 S54x6 STUD4x6 STUD4x8 STUD4x8 STUD3 4x104x1024" o/cTRUSSES @32 S6 34 S6 34 S6 18 S5(2) 2x4 STUDABOVESTRAPABOVESTRAP19 S5 4x6 1 •x14 LSL 63 S7 4x6 16 S5 24" o/c TRUSSES @ JACK 17 S5 TYP. 34 S6 56 S7 SIM. (RB-33) 4x10 POST TO BEAM SIMPSON 1212L 4x4 POST LSTHD8CONTINUOUS OVER COLUMN POST TO BEAM SIMPSON 1212L 4x4 POSTLSTHD8TOP PLATE SPLICE (2) CS1628 AT TOP PLATE SPLICE (2) CS1628 AT 1 •x14 LSLHANGER U210 (FB-30) 7x18 PSL FLUSH AT TOP TAPER AT ROOF RAKE CUT EXTEND SHEATHING NO JOISTS 68 S7 4x6 16 S5 STRINGERS STAIR 1 •x14 LSL 1 •x14 LSLMIU1.81/9 HU416 16 S5 TOP PLATE SPLICE (2) CS1628 AT POST TO END OF BEAM VERTICAL (2) CS1624 17 S5 TYP.SHEARWALL ABOVEALIGN UNDERDROPPED 6x6 SHEATHING EXTEND FLOOR 17 S5 TYP. CS1628 STRAP 16 S5 66 S7 54 S6 SIM. 16 S5 59 S7 83 S7(2) 2x4 STUDELEV A/BLOAD ABOVE81 S7 60 S7 STD. RIM OR 110 RIM ALT. TJI 110 RIM AT ALT. TJI 110 RIM AT ALT. TJI STD. RIM 60 S7 OR 110 RIM ALT. TJI STD. RIM 110 RIM ALT. TJI60 S7 OR STD. RIM 110 RIM ALT. TJI60 S7 OR 65 S7110 RIM ALT. TJI OR 65 S7 110 RIM ALT. TJI OR RIM STD. RIM STD. 65 S7 110 RIM ALT. TJI 65 S7110 RIM ALT. TJI OR RIM STD.(2) 2x4 STUDLOAD ABOVE81 S7(3) 2x4 STUDLOAD ABOVE82 S7 LOAD ABOVE 110 RIM AT ALT. TJI 110 RIM ALT. TJI 80 S7(2) 2x4 STUDELEV A/BLOAD ABOVE(2) 2x4 STUDELEV A/BLOAD ABOVE81 S7 4x6JACKALIGN66 2.0'2.0' STIFFNESS ONLY FOR ADDITIONAL STIFFNESS ONLY FOR ADDITIONAL TYPICALIUS HANGERS,TYPICAL IUS HANGERS, OPTIONAL COVERED PATIO 58 S7 TYP.1 AT EA. END (2) 2x4 KING STUD (2) 2x4 TRIMMER THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0" SCALE: ‚" = 1'-0" FLOOR FRAMING PLAN, PLAN 3A (4028-2)FLOOR FRAMING PLAN, PLAN 3C (4028-2) FLOOR FRAMING PLAN, PLAN 3B (4028-2)Elevations 'A, B, & C'2178.400 40282 PLAN 3 (4028-2) S3.2 VisionaryFloor Framing Plan4 1 2 516.0'HTT4STHD10STHD10STHD104 DOOR 20.0'-2.6' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL AT OPT.4x473 S7@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210(RB-32) 4x12 4x6 6 STIFFNESS ONLY FOR ADDITIONAL 2.5'STHD10E.N. @ 6" o/c ALIGN TRUSS, E.N. @ 6" o/c ALIGN TRUSS,4x6@ 24" o/cJACK TRUSSES32 S6 34 S6 24" o/c TRUSSES @ 4x44x6 64.0'6 4.0' 64 S7 63 S7 61 S7 61 S7 19 S54x8 STUD4x8 STUD3 ABOVESTRAPABOVESTRAP4x6 34 S6 32 S6 24" o/c TRUSSES @ JACK TOP PLATE SPLICE (2) CS1628 AT (FB-30) 7x18 PSL FLUSH AT TOP 1 •x14 LSL TAPER AT ROOF RAKE CUT 1 •x14 LSL16 S5 16 S5 TOP PLATE SPLICE (2) CS1628 AT POST TO END OF BEAM VERTICAL (2) CS1624 DROPPED 6x6 CS1628 STRAP 17 S5 TYP. 68 S7 56 S7 69 S7 SHEATHING EXTEND FLOOR HANGER LU210 16 S5 STD. RIM 110 RIM ALT. TJI60 S7 OR STD. RIM 110 RIM ALT. TJI60 S7 OR 65 S7110 RIM ALT. TJI OR RIM STD.(2) 2x4 STUDLOAD ABOVE110 RIM AT ALT. TJI83 S7 82 S74x6 STUDLOAD ABOVE4x666 1.0'1.0' STIFFNESS ONLY FOR ADDITIONAL STIFFNESS ONLY FOR ADDITIONAL 58 S7 TYP.1 AT EA. END (2) 2x4 KING STUD (2) 2x4 TRIMMER 1 2 516.0'HTT4STHD10STHD10STHD104 DOOR 20.0'-2.6' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL AT OPT.4x473 S7@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210@ 19.2" o/c14" TJI 210(RB-32) 4x12 4x6 6 STIFFNESS ONLY FOR ADDITIONAL 2.5'STHD10E.N. @ 6" o/c ALIGN TRUSS, E.N. @ 6" o/c ALIGN TRUSS,4x6GIRDER TRUSS @ 24" o/cJACK TRUSSES@ 24" o/cJACK TRUSSES34 S6 33 S6 6 4.0' 6 4.0' 64 S7 63 S7 61 S7 61 S7 19 S54x8 STUD4x8 STUD3 ABOVESTRAPABOVESTRAP4x6 33 S6 33 S6 4x84x4 30 S6 63 S724" o/c TRUSSES @ JACK TOP PLATE SPLICE (2) CS1628 AT (FB-30) 7x18 PSL FLUSH AT TOP 1 •x14 LSL 68 S7 1 •x14 LSL16 S5 TOP PLATE SPLICE (2) CS1628 AT POST TO END OF BEAM VERTICAL (2) CS1624 DROPPED 6x6 CS1628 STRAPSHEATHING EXTEND FLOOR END OF BEAM RAKE CUT 17 S5 TYP. 16 S5 HANGER LU210 16 S5 STD. RIM 110 RIM ALT. TJI60 S7 OR STD. RIM 110 RIM ALT. TJI60 S7 OR 65 S7110 RIM ALT. TJI OR RIM STD.(2) 2x4 STUDLOAD ABOVELOAD ABOVE (3) 2x4 STUDLOAD ABOVE83 S7 81 S7 110 RIM AT ALT. TJI 65 S7 110 RIM ALT. TJI 110 RIM ALT. TJI 4x866 2.0'2.0' STIFFNESS ONLY FOR ADDITIONALSTIFFNESS ONLY FOR ADDITIONAL 58 S7 TYP.1 AT EA. END (2) 2x4 KING STUD (2) 2x4 TRIMMER REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES OWNER'S BATH WIC OWNER'S SUITE LAUN BEDROOM 4 BEDROOM 3 BATH 2 BEDROOM 2 LOFT OWNER'S BATH WIC OWNER'S SUITE LAUN BEDROOM 4 BEDROOM 3 BATH 2 BEDROOM 2 LOFT 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS A CB 5 4 1 2 412.0' 4 DOOR 19.8'-3.0' 4 8.0' 4 4.0' 6 WINDOW 12.0'-5.0'34 S6 34 S6 32 S6 32 S6 32 S6 31 S6 31 S6 31 S6 32 S6 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED (3) 2x4 STUD30 S6 30 S6 TYP. 30 S6 TYP. 30 S6 TYP. @ 24" o/c JACK TRUSSES @ 24" o/c JACK TRUSSES4x437 S6 (RB-34) 4x8 (RB-31) 3•x9• LSL 4x44x44x44x84x84x44x6 E.N. 6" o/c2400 LBS.DRAG TRUSS40 S6 GIRDER TRUSS 24" o/c TRUSSES @ 32 S6 35 S6 50 S6GIRDER TRUSSGIRDER TRUSS24" o/cTRUSSES @E.N. 6" o/c 800 LBS. DRAG TRUSS E.N. 6" o/c 800 LBS. DRAG TRUSS 3 E.N. 6" o/c 800 LBS. DRAG TRUSSTO CONT. RIMCS1628 (V)TO CONT. RIMCS1628 (V)23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 11.7' (RB-30)E.N. @ 6" o/cALIGN TRUSS,(2) 2x4 TRIMMER17 S5 TYP. 17 S5 (2) 2x4 TRIMMERTRIMMER(2) 2x417 S5 4x4 4x4 (2) 2x4 TRIMMERSTUD(3) 2x44x6 58 S7 58 S7 1 1 1 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0"SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 3B (4028-2)ROOF FRAMING PLAN, PLAN 3A (4028-2) 2178.400 40282 PLAN 3 (4028-2) S3.3 VisionaryRoof Framing PlanElevations 'A & B'A CB 5 4 1 2 412.0' 4 DOOR 19.8'-3.0' 4 8.0' 4 4.0' 32 S6 32 S6 32 S6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED (3) 2x4 STUD30 S6 30 S6 TYP. 30 S6 TYP. 30 S6 TYP. @ 24" o/c JACK TRUSSES @ 24" o/c JACK TRUSSES4x437 S6 (RB-34) 4x8 (RB-31) 3•x9• LSL 4x44x44x44x84x84x44x6 E.N. 6" o/c2400 LBS.DRAG TRUSSGIRDER TRUSSGIRDER TRUSS24" o/cTRUSSES @31 S6 50 S6 40 S6 40 S6 GIRDER TRUSS GIRDER TRUSS @ 24" o/cJACK TRUSSES(2) 2x4 STUD30 S6STUD(2) 2x432 S6 32 S6 32 S6 3 E.N. 6" o/c 800 LBS. DRAG TRUSSTO CONT. RIMCS1628 (V)TO CONT. RIMCS1628 (V)5 WINDOW 14.7'-5.0' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4x4 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 11.7' (RB-30) 4x4E.N. @ 6" o/cALIGN TRUSS,(2) 2x4 TRIMMER17 S5 TYP. 17 S5 (2) 2x4 TRIMMERTRIMMER(2) 2x417 S5 (2) 2x4 TRIMMERSTUD(3) 2x44x6 58 S7 58 S7 1 1 1 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES OWNER'S BATH WIC OWNER'S SUITE LAUN BEDROOM 4 BEDROOM 3 BATH 2 BEDROOM 2 LOFT OWNER'S BATH WIC LOFT LOFT 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS A CB 5 4 1 2 412.0' 4 DOOR 19.8'-3.0' 4 8.0' 4 4.0' 34 S6 34 S6 34 S6 34 S6 35 S6 50 S6 40 S6 ALIGN TRUSS GIRDER TRUSS 32 S6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED 31 S624" o/cTRUSSES @24" o/c TRUSSES @ (3) 2x4 STUD30 S64x437 S6 4x44x44x44x84x84x44x6 E.N. 6" o/c2400 LBS.DRAG TRUSS31 S6 E.N. @ 6" o/cALIGN TRUSS,3 E.N. 6" o/c 800 LBS. DRAG TRUSS E.N. 6" o/c 800 LBS. DRAG TRUSSTO CONT. RIMCS1628 (V)TO CONT. RIMCS1628 (V)4x4 5 4x4 4x4 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 11.7' 3•x9• LSL4x8 5 WINDOW 14.7'-5.0' 23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 32 S6E.N. 6" o/c1400 LBS.DRAG TRUSSE.N. 6" o/c1000 LBS.DRAG TRUSS17 S5 TYP. 37 S64x6 STUD4x6 58 S7 58 S7 1 1 1 THE ARCHITECTURAL FLOORPLAN UNLESS NOTED OTHERWISE ON ALL WALLS SHOWN ARE 2X4 2 SCALE: ‚" = 1'-0" ROOF FRAMING PLAN, PLAN 3C (4028-2) 2178.400 40282 PLAN 3 (4028-2) S3.4 VisionaryRoof Framing PlanElevation 'C' & OptionsSCALE: ‚" = 1'-0" SUITE AT ELEVATIONS A & B ROOF FRAMING PLAN, SUITE AT ELEVATIONS C ROOF FRAMING PLAN, SCALE: ‚" = 1'-0" OWNER'S BATH-SHOWER WITH SEAT ROOF FRAMING PLAN, 4 DOOR 19.8'-3.0' 32 S6 31 S6 PLUMBING PENETRATIONS AT HOLES FOR HORIZONTAL DOUBLE STUDS REQUIRED 4x437 S6 E.N. 6" o/c2400 LBS.DRAG TRUSS23 S5 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4 11.7' 32 S6 30 S6 TYP. @ 24" o/c JACK TRUSSES GIRDER TRUSS4x44x4 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 17 S5 (2) 2x4 TRIMMER4x6 32 S6 4x44x4 E.N. AROUND OPENING, SEE DETAIL ABOVE & BELOW OPENING. SHEAR ENTIRE WALL SURFACE INCLUDING PERFORATED SHEARWALL 4x6 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 0.6W†" MIN.0.4W†" MIN.0.6W0.6W0.4W 0.25W W W 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS LEGEND X 0. FRAMING PLAN LEGEND X' VERTICAL STRAP FROM ABOVE BEARING OR EXTENT OF FLOOR JOISTS CONTINUOUS JOISTS (WHEN NOTED) STRAP TYPE HOLDOWN BOLT TYPE HOLDOWN BEARING OR EXTENT OF RAFTERS OR TRUSSES O.K. TO SPLICE JOISTS CS16 x XX" LONG HANGER PER NOTE NO. 329 UNLESS NOTED OTHERWISE JOIST BEARING ON BEAM HANGER TO BEAM CALIFORNIA FILL CS16XX X SEE DETAIL(S) FOR CONSTRUCTION REQUIREMENTS SHEARWALL, X' MIN. LONG, WITH Y' MAX. LENGTH OPENING(S) MINIMUM LENGTH AS NOTED IN DECIMAL FEET SHEARWALL & A.B. SPACING PER SCHEDULE OPENING X' - Y' 2. CONCRETE FOUNDATION CONSTRUCTION HDU8 LTT20B LTT20B HTT5 HTT4 Replacement Hardware ‡" all-thread, embed 15" Attach to existing A.B. †" all-thread, embed 7" †" all-thread, embed 9" †" all-thread, embed 9" Retrofit Bolt anchor bolt. apart on sill. (2) for each missing 0.145 dia. shot pins spaced 4 inches or †" Titen HD, embed 3" min. †" all-thread, epoxy, embed 3" Replacement 216. 215. 214. 213. 212. 211. 210. 209. 208. 207. 206. 205. 204. 203. 202. 201. 200. Non-Shear Non-Shear Shearwall or Type written approval by the engineer. sill anchors may be used per the shearwall schedule (as occurs) or with areas that are problematic or inconvenient. At shearwall locations, MASA MASA sill anchors may be used in lieu of •" anchor bolts at non-shearwall a foundation inspection. All holdown anchors & hardware must be tied in place prior to calling for capacity conforms to the soils report. C) the foundation excavations, expansive characteristics and bearing B) the utility trenches have been properly backfilled & compacted. A) the pad was prepared in accordance with the soils report. engineer shall advise the building official in writing the following: Prior to requesting a building department foundation inspection, the soils 3•" min. edge dist. 1ƒ" min. edge dist. Location anchors use Simpson SET-XP epoxy per Simpson's installation requirements. Retrofit •" & †" embedded anchor bolts as noted below. At epoxy HDU8 LTT20B LTT20B STHD10, STHD14, HTT5 LSTHD8, HTT4 Misplaced Holdown SET-XP epoxy per manufacturers installation requirements as follows: Retrofit misplaced holdowns as noted below. At epoxy anchors use Simpson amount to be poured. All surrounding flat work shall be verified with developer for location and Provide a UFER ground for electrical system per article 250.52 C.E.C. engineer of any discrepancy, typical. all dimensions prior to construction. Immediately notify developer and Verify all dimensions with architectural drawings. Subcontractor to verify All holdowns shall be placed a minimum of 1 •" from exterior corner of slab. See Wood Framing Construction notes for alternate sill anchorage. two-pour system, anchor bolts to be embedded 5 inches min. into first pour. Anchor bolts shall be embedded a min. of 7 inches into concrete. In a less than 4" from ends and splices. Each sill shall have (2) sill bolts min. exceed 54 inches o/c. Locate an anchor bolt not more than 12 inches, or •"x10" min. anchor bolts with a standard cut washer. Spacing shall not Embedded sill anchor bolts at typical non-shearwall conditions shall be Shearwall anchors shall be placed a min. of 1ƒ" from the edge of concrete. provided that a standard cut washer is used on top of the square washer. washer may be diagonally slotted (width >= bolt diameter + ‰", length<=1ƒ") All shearwall anchor bolts shall receive a 3" square x 0.229" thick washer. The Sill anchorage at all SHEARWALL locations shall be per the shearwall schedule. 14'-0" o/c max. At post-tensioned slabs, see the PT plans for crack control. Provide weakened plane joints for crack control (sawcut or tooled joint) at No. 4 bars & larger Reinforcing bars to be Grade 40 for No. 3 bars, Grade 60 for beams supporting steel columns shall be no less than 3,000 psi @ 28 days. (3,000 psi at 3-story or non-residential buildings) @ 28 days. Concrete grade occurs), as noted on the plans, as noted in the soils report, and 2,500 psi Concrete strength shall be no less than as noted on the P/T plans (as requirements with the latest report prior to calling for a foundation inspection. Foundation to comply with final soils report. The field shall verify foundation 3. WOOD FRAMING CONSTRUCTION 313. 312. 311. 310. 309. 308. 307. 306. 305. 304. 303. 302. 301. 300. 322. 321. 320. 319. 318. 317. 316. 315. 314. Roof rafters shall be 2x rafters as noted on the plans. Refer to truss manufacturer's truss layout drawings for hangers at trusses. trusses are spaced 30" apart for the attic access, as occurs. truss manufacturer (typical u.n.o.). Ladder blocking to be used when All trusses @ 24" o/c per calculations, details, and layout diagram by Refer to truss manufacturer's truss layout drawings for exact truss layout. details and specifications. Trusses shall be prefabricated factory trusses. See manufacturer's layouts, Provide (2) 2x studs @ 6x or LSL or PSL beams. where bearing is on top plate. Provide 2x4 stud within 3" of bearing point. Provide minimum 2‚" bearing @ each end of each flush beam or header Provide double king studs at all openings 8'-1" wide and wider or per plan. trimmers at each 5‚x7• PSL or LSL or larger. or header. Provide double trimmers at each 6x8 or larger. Provide double Provide 2x6 trimmer & 2x6 king stud each end of each 6x dropped beam trimmers at each 3•x7• PSL or LSL or larger. or header. Provide double trimmers at each 4x10 or larger. Provide double Provide 2x4 trimmer & 2x4 king stud each end of each 4x dropped beam Studs and Plates: See structural details 'A' & 'B' for notching and boring. in top or bottom face require approval in writing from the engineer. allowed at conditions not specified. Other tapered ends and square notches in a depth at the inside face of the support of 2/3rds the beam depth is minimum of 4…" at inside face of support. Rake cut (taper) that results end of the support is allowed as detailed or noted on the plans, to a PSL and LVL beams: A rake cut (taper) at the top of the beam at the Holes in those conditions require approval in writing from the engineer. except cantilevered beams and beams supporting concentrated loads. the middle third of the depth of the beam for any PSL or LVL beam, and a 2 inch dia. hole can be drilled in the middle third of the span in PSL and LVL beams: A hole 1 inch in diameter can be drilled anywhere, by the engineer. holes closer to the supports may be allowed when approved in writing condition. At conditions loaded less than maximum, larger holes, or manufacturer's hole chart. These charts assume maximum loaded I-joists: plywood/OSB webs may be cut with holes specified in Other holes and notches are allowed as noted below: bored, so the engineer may specify limits without manufacturer approval. lumber beams behave like any other rectangular shape when notched or justification in CBC Section 2308.7.4. Engineered (PSL, LSL) rectangular recognizes and approves various holes and notches without engineering and notches will inevitably be made in framing members. The code By virtue of code compliance with electrical and plumbing codes, holes Holes, cutouts, and notches in framing members: 2x6 and larger rafters and joists 6x6 & larger beam & headers 6x4 beams & headers 4x12, 4x14 beams & headers 4x4, 4x6, 4x8, 4x10 beams & headers 4x6, 6x6, & larger studs & posts 4x4 studs & posts 2x6 studs, sills, & plates 2x4 sills & plates 2x4 studs over 10' 92-1/4", 104-1/4", & 116-1/4" 2x4 studs 2x4 framing lumber not listed below All framing lumber shall be Douglas Fir-Larch. Studs, plates & blocking: Lumber specifications: shall be given to the building inspector prior to installation. approved quality control agency for glued laminated wood members An A.I.T.C Certificate of Compliance issued by a current ICC "AYC GLB" refers to Alaskan Yellow Ceder 20F-1.5E Glu-Lam / std. camber For 5•" wide GLB, use 5‚" wide PSL.) (PSL of equal size may be used as a direct replacement for GLB members. "GLB" refers to 24F-1.8E Glu-Lam with standard (r=5000') camber, u.n.o. "LVL" refers to laminated veneer lumber (E=1.9, Fb=2600). (E=1.3 & Fb=1700 at LSL conditions with d (depth) < 9" ) "LSL" refers to laminated strand lumber (E=1.55, Fb=2325). "PSL" refers to parallel strand lumber (E=2.0, Fb=2900). Engineered Beams are as follows: PRI joists approved upon review of engineer. RPI joists and LSL by Roseburg Forest Products Company. LPI joists and LSL by Louisiana Pacific Lumber Company. BCI joists and LSL rim by Boise Cascade Lumber Company. TJI joists and LSL rim by Trus-Joist Weyerhaeuser. (recommended) All floor joists shall be manufactured I-joist floor joists as follows: Re-tighten all holdown anchors just prior to covering the wall framing. type 303, 304, 305, or 316 stainless steel. all nails and fasteners in contact with the pressure treated lumber shall be Where pressure treated lumber is installed in an exterior wet environment, or 316 stainless steel. ACQ-C, ACQ-D, CA-B, or CBA-A with ammonia shall be type 303, 304, 305, All nails and fasteners in contact with pressure treated lumber treated with ACQ-D, CA-B, or CBA-A without ammonia shall be galvanized per ASTM A153. All nails and fasteners in contact with lumber pressure treated with ACQ-C, Fasteners in contact with pressure treated wood: If other treatments are used, see note 309. (Sodium borate treatment does not require corrosion resistant connectors.) sodium borate (SBX/DOT) when installed in a dry or enclosed environment. masonry shall be foundation grade redwood sills or PTDF sills, treated with All wood sill plates and all wood members directly against concrete or may be used to connect partitions and bearing walls to slab. bolts. At interior non-shear conditions, 0.145 shot pin anchors @ 32" o/c See Concrete Foundation Construction notes 204, 205 & 206 for anchor Ground floor / Slab on Grade walls: Provide 2x (min.) sill plates. achieve required spacing. See shear transfer details. shearwalls, nail per schedule into joist, rim, 2x edge, or 2x flat to Upper floor walls: 16d @ 16" o/c to joist or 2x solid blocking. At Sill plate anchors: shearwall conditions. Do not toe-nail solid LSL rim at shearwall conditions. entire length of top plate or beam. See shear transfer details at For solid LSL blocking or rim use A35, or LPT4 @ 32" o/c Floor to wall: Connect I-joist rim or joist to top plate w/ 16d @ 16" o/c. or A35 or RBC @ 24" o/c or per shear transfer details. Roof to wall: Connect roof trusses to top plate w/ Simpson H1 @ 24" o/c Typical shear transfer: notches, cut-outs and complete plate breaks at heating, venting, and plumbing. side or one side and top where lap splice is not possible. See details for min. @ minimum 4'-0" lap splices. Use Simpson RPS or CS16 strap each Top plates shall be double 2x w/ width equal to studs below, w/ (21)16d nails plywood also applies to OSB. Structural sheathing may be either OSB or plywood. Any notes referring to furring nails where indicated on elevations. occurs) w/ 16 gage x‡" staples @ 6" o/c or No. 11 gage x 1-1/2" Lath attached to all studs and top and bottom plates (or blocking as exterior cement plaster over wire lath over type 15 building paper. Exterior surfaces: See plans. Where "stucco" is specified provide ‡" sides of all interior walls. bottom plates (unblocked) at interior side of exterior walls and at both wallboard w/ 5d cooler nails or equal @ 7" o/c to all studs and to top & Interior surfaces: Where drywall is specified, provide min. •" gypsum Typical wall sheathing: @ all perimeter and interior edges and 10" o/c @ all intermediate supports. plywood or OSB panels, span rating (48/24) w/10d common nails @ 6" o/c Floor sheathing shall be ›" T&G single-floor/Sturd-I-Floor, exposure 1 drag nailing. @ 12" o/c @ all intermediate supports. See details for shear and @ 6" o/c @ all perimeter edges and all interior supported edges and plywood or OSB panels, span rating (24/0) w/ 8d common nails Roof sheathing shall be —" or ‹" performance category, exposure 1 Roofing materials shall be per architectural drawings. No. 2 or better No. 1 or better No. 2 or better No. 1 or better No. 2 or better No. 1 or better standard or better or No. 1 No. 2 or better standard or better No. 2 or better stud grade or better standard grade or better 3. WOOD FRAMING CONSTRUCTION (Cont.) Wood moisture content shall be 19% or less prior to closing framing. inspection. awareness of the special requirements contained in the statement of special The contractor's statement of responsibility shall contain acknowledgement of the owner prior to the commencement of work on the system or component. shall submit a written statement of responsibility to the building official and seismic-resisting component listed in the statement of special inspections seismic-force-resisting system, designated seismic system or a wind- or Each contractor responsible for the construction of a main wind- or on the structural plans and details. architect of record and are required even though they may not be shown All finishes, waterproofing, drainage, and fire-related elements are by the I-joists. (Perpendicular to the flange is allowed.) Nails for shear transfer may NOT be driven parallel with the flanges of Studs shall be spaced @ 16" o/c max. unless otherwise specified. nails are installed. Longer lengths or greater nail spacing is acceptable provided all required ---(22) 8d (0.131x2•)---(22) 16d Box (0.135) --- (20) 10d (0.148x2•) b) At plates, beams & columns provide any length necessary for Full Nailing: a) 2x Wall blocking & I joist blocking, nail every other hole,or nail 2 & skip 2 CS16 Nailing: d) Holes individually approved by the engineer of record. shearwall) with all edges blocked & edge nailed. c) Approximately square holes, less than 150 sq. inches (one hole per 8' of less than 64 sq. inches (one hole per 4' of shearwall.) b) Approximately square holes clean cut or bored in shearwalls that are 25 sq. inches a) Approximately square holes notched, punched, or cut that are less than The following holes in shearwalls are allowed: wood panel shear (plywood or osb) shall be blocked. purposes, but shall not be reduced unless otherwise noted. All engineered minimum dimension. The shearwall may be lengthened for construction Where shearwall lengths are specified on the plans, the length shown is a WB106 = CS16 x106" long w/ 10d @ 2•" o/c HTS24 = CS16 x 28" long ST6224 = (2) CS16 x 28" long ST22 = CS16 x 28" long detailed conditions: CS16 coil straps may be used as an acceptable alternative to the following are applicable. Where hangers offer (MIN) or (MAX), nail to apply (MAX) loads. the callout may read HGUS12. An HGUS2.75/12 or HGUS412 (with fillers) The hanger width is omitted to allow flexibility in ordering. Example: 2.69 PSL At beam hanger callouts, ie HGUS or HU beams, the callout is abbreviated. HHUS or HWU7 x PSL and LVL HHUS or HWU5.25 x PSL and LVL HHUS or HWU3.5 x PSL and LVL HU or HWU2.69 x PSL and LVL HU, HUS, or WPU1.75 x LSL and LVL IUS or ITS hangersI-joist floor joists Simpson/USP HangerBeam or Joist Unless otherwise noted, the following beam and joist hangers shall be used: ICC approved connectors shall be used where connectors are specified. Bolt holes shall be 1/16" to 1/32" larger than the bolt diameter. Other ICC approved metal connectors may be used upon engineer's approval. shall have a capacity equal to or greater than the Simpson catalog values. All specified connector call-outs are Simpson catalog call-outs. USP alternates Wood connectors shall be Simpson Strong Tie or USP Structural Connectors. match architectural plans. Please notify engineer of conflicts. Exposed beam sizes are minimum sizes. Where required, upsize beams to See the architectural roof plans for roof pitch and additional information. per architectural plans. Overhang details are not shown on structural plans. Eaves shall be per architectural plans w/ 2x truss extension or applied tails depth at least equal to the cut edge of the rafters framing into them. Ridge boards at conventional unbraced hip & valley rafters must have a 338. 337. 336. 335. 334. 333. 32. 331. 330. 329. 328. 327. 326. 325. 324. 323. 4. ICC-ES AND NER APPROVALS 404. 403. 402. 401. 400. http://www.iapmoes.org http://www.icc-es.org Full reports found at: Hilti X-DN, X-ZF, X-CF shot pins--ICC-ES ESR-1663, 1752, 2269 Simpson Shot Pins-- ICC-ES ESR-2138 Simpson Titen HD--ICC-ES ESR-1056, 2713 Simpson Wedge-All (WA) wedge anchors--ICC-ES ESR-1396 IAPMO ER-265 Simpson Epoxy-Tie High Strength Epoxy (SET-XP)--ICC-ES ESR-2508, Adhesives & anchors: Hardy Frame by Hardy Frames Inc.--ICC-ES ESR-2089 Simpson Strong-Wall SB shear braces--ICC-ES ESR-2652 Simpson Steel Strong Wall--ICC-ES ESR-1679 Prefabricated shear panels: Quick Drive wood screws--ICC-ES ESR-1472 IAPMO ER-200, 311, 566 3445, 3446, 3447, 3448, 3449, 3449, 3455, 3754, 4517 USP Lumber Connectors--ICC-ES ESR Nos. 1970, 2685, 2761, 2787, 3444, IAPMO ER-112, 130, 143, 192, 262 2877, 2920, 3046 2551, 2552, 2553, 2555, 2604, 2605, 2607, 2608, 2611, 2613, 2615, 2616, Simpson connectors--ICC-ES ESR Nos. 1161, 1622, 2105, 2236, 2320, 2330, Wood connectors: Glu-lam Beams-- ESR-1940, APA PR-L251 Roseburg joists & beams--ESR-1210, 1251 Louisiana Pacific joists & beams--ESR-1305, 2403, APA PR-L238 Boise Cascade BCI joists, Versa-Lam, & Versa-Strand--ICC-ESR-1040, 1336 Trus-Joist TJI joists and PSL, LSL, & LVL--ICC-ES ESR-1387, 1153 Joists and rafters and beams: APA plywood & OSB--ESR-2586 Plywood and OSB panels: NAIL SIZES 8 9 9 10‚ 11 • 9 10 10• 10• 11 • 12• gauge Wire 16d 12d 10d 8d 6d 16d sinker 16d 12d 10d 8d 6d Size of nail 0.162 0.148 0.148 0.131 0.113 0.148 0.135 0.128 0.128 0.113 0.099 (inches) Size 1 ƒ" 1 †" 1 †" 1 •" 1 ‚" 1 •" 1 •" 1 •" 1 •" 1 ‚" 1 „" required Penetration BOX NAILS COMMON NAILS 5. NAILING & FASTENING 3•" 3‚" 3" 2•" 2" 3‚" 3•" 3‚" 3" 2•" 2" length Standard 505. 504. 503. 502. 501. 500. 10d 2…" x 0.148" wire barbed nails by Cutler or equal Shear panels where 8d common nails are specified: 8d 2…" x 0.135 or 0.148 screw shank floor nails by Cutler or equal No. 8 x 2" self setting wood screws, or Alternate nailing for floor sheathing: 8d 2…" x 0.135 wire barbed nails by Cutler or equal. Alternate nailing for roof sheathing: plans, the following "Cutler" gun nails (or equal) are acceptable alternatives. As an alternate to the common and box nails specified in the structural penetration into the framing member: 1…" for 8d, 1 •" for 10d nails Shear panel nails shall be sufficient length to provide the following minimum (0.135" min. diameter) 16d nails as shown on the details may be common, box, or sinker nails 6. NAILING SCHEDULE BUILDING ELEMENTS-ROOF -Each end, toenail wall top plate, to rafter or truss Blocking between rafters or truss not at the -Face nail Flat blocking to truss and web filler -Each joist, toenail 2. Ceiling joists to top plate -Each end, toenail trusses to top plate or other framing below 1. Blocking between ceiling joists, rafters or -Face nail 5. Collar tie to rafter opposite side (c) -(2) Toenails on one side & (1) toenail on Section 2308.7.5, Table 2308.7.5) 6. Rafter or roof truss to top plate (See per CBC Table 2308.7.3.1 As noted on the plans, otherwise -End nail or roof rafter to 2-inch ridge beam 7. Roof rafters to ridge valley or hip rafters; BUILDING ELEMENTS-WALL NUMBER AND TYPE OF FASTENER -Face nail 8. Stud to stud (not at braced wall panels) -Toenail 11. Continuous header to stud -Face nail 12. Top plate to top plate -Toenail 16. Stud to top or bottom plate -Face nail intersections 17. Top plates, laps at corners and 19. 1x6 sheathing to each bearing 20. 1x8 and wider sheathing to each bearing 5-8d box (2•"x0.113") 4-10d box (3"x0.128") 4-8d common (2•"x0.131") See CBC Table 2304.10.2 See CBC Table 2304.10.2 NUMBER AND TYPE OF FASTENERBUILDING ELEMENTS-FLOOR -Toenail 21. Joist to sill, top plate, or girder 23. 1x6 subfloor or less to each joist -Each bearing, face nail 25. 2" planks (plank & beam-floor & roof) -Each joist or rafter, face nail 27. Ledger strip supporting joists or rafters -End nail 28. Joist to band joist or rim joist -Toenail plate, sill or other framing below 22. Rim joist, band joist, or blocking to top See CBC Table 2304.10.2 2-16d common (3•"x0.162") 3-16d box (3•"x0.135") 30. …" - •" (See footnote a for all items below.) (Edge/intermediate support spacing) NUMBER AND TYPE OF FASTENER 31. ™" - ƒ" 32. ‡ - 1 ‚" (Edge/intermediate support spacing) NUMBER AND TYPE OF FASTENER 34. 25/32" Fiberboard sheathing (b) 33. 1/2" Fiberboard sheathing (b) (Edge/intermediate support spacing) NUMBER AND TYPE OF FASTENER 35. ƒ" and less 36. ‡" - 1" 37. 1 „" - 1 ‚" (Edge/intermediate support spacing) NUMBER AND TYPE OF FASTENER 38. •" or less (2•"x0.113") @ 6"/12" o/c 8d corrosion-resistant casing (2…"x0.128") @ 6"/12" o/c 8d corrosion-resistant siding OTHER EXTERIOR WALL SHEATHING SUBFLOOR UNDERLAYMENT TO FRAMING WOOD STRUCTURAL PANELS, COMBINATION PANEL SIDING TO FRAMING INTERIOR PANELING and all blocking shall be added as needed. plans or details. All nails shown specifically on details shall be common wire nails Nails: Nailing to conform to CBC Table 2304.10.2, unless shown otherwise on the 3-3"x0.131" nails 3-10d box (3"x0.128") 3-8d common (2•"x0.131") 4-8d box (2•"x0.113") 2-3"x0.131" nails 2-8d common (2•"x0.131") 3-3"x0.131" nails 2-16d common (3•"x0.162") 3"x0.131" nails @ 6" o/c 16d common (3•"x0.162") @ 6" o/c 3-3"x0.131" nails 3-10d box (3"x0.128") 3-8d common (2•"x0.131") 4-8d box (2•"x0.113") 4-3"x0.131" nails 4-10d box (3"x0.128") 3-16d common (3•"x0.162") 4-3"x0.131" nails 4-10d box (3"x0.128") 3-10d common (3"x0.148") 4-3"x0.131" nails 4-10d box (3"x0.128") 3-16d box (3•X0.135") 3-10d common (3"x0.148") 3-3"x0.131" nails 3-10d box (3"x0.128") 3-16d box (3•"x0.135") 2-16d common (3•"x0.162") 4-3"x0.131" nails 4-10d box (3"x0.128") 4-16d box (3•"x0.135") 3-10d common (3"x0.148") 3"x0.131" nails @ 16" o/c 10d box (3"x0.128") @ 16" o/c 16d common (3•"x0.162") @ 24" o/c 3"x0.131" nails @ 12" o/c 16d box (3•"x0.135") @ 12" o/c 16d common (3•"x0.162") @ 16" o/c 3"x0.131" nails @ 12" o/c 10d box (3"x0.128") @ 12" o/c 16d common (3•"x0.162") @ 16" o/c 12-3"x0.131" nails 12-10d box (3"x0.128") 12-16d box (3•"x0.135") 8-16d common (3•"x0.162") 3"x0.131" nails @ 12" o/c 16d box (3•"x0.135") @ 12" o/c 16d common (3•"x0.162") @ 16" o/c 4-8d box (2•"x0.113") 4-3"x0.131" nails 4-10d box (3"x0.128") 4-8d common (2•"x0.131") 3-16d box (3•"x0.135") 3-3"x0.131" nails 3-10d box (3"x0.128") 3-16d box (3•"x0.135") 2-16d common (3•"x0.162") 3-3"x0.131" nails 3-10d box (3"x0.128") 2-16d common (3•"x0.162") 3-3"x0.131" nails 3-10d box (3"x0.128") 3-8d common (2•"x0.131") 4-8d box (2•"x0.113") 3"x0.131" nails @ 6" o/c 10d box (3"x0.128") @ 6" o/c 8d common (2•"x0.131") @ 6" o/c 4-8d box (2•"x0.113") @ 4" o/c 3"x0.131" nails @ 24" o/c 10d box (3"x0.128") @ 24" o/c 20d common (4"x0.192") @ 32" o/c 3-3"x0.131" nails 3-10d box (3"x0.128") 2-20d common (4"x0.192") 4-3"x0.131" nails 4-10d box (3"x0.128") 3-16d common (3•"x0.162") 4-3"x0.131" nails 4-10d box (3"x0.128") 4-16d box (3•"x0.135") 3-16d common (3•"x0.162") 2-3"x0.131" nails 2-10d box (3"x0.128") 2-8d common (2•"x0.131") See CBC Table 2304.10.2 See CBC Table 2304.10.2 -Face nail laps over partitions (no thrust) 3. Ceiling joist not attached to parallel rafter, panels) -Face nail intersecting wall corners (at braced wall 9. Stud to stud and abutting studs at -Face nail 10. Built-up header (2" to 2" header) 16d box (3•"x0.135") @ 12" o/c 16d common (3•"x0.162") @ 16" o/c See CBC Table 2304.10.2 -End nail -Toenail lap splice length each side of end joint. -Each side of end joist, face nail, 24" min. 13. Top plate to top plate, at end joints -Face nail joist or blocking (not at braced wall panels) 14. Bottom plate to joist, rim joist, band -Face nail joist or blocking at braced wall panels 15. Bottom plate to joist, rim joist, band -End nail 18. 1" brace to each stud and plate See CBC Table 2304.10.2 24. 2" subfloor to joist or girder See CBC Table 2304.10.2 staggered on opposite sides layers -Face nail at top and bottom 26. Built-up girders and beams, 2" lumber AND -Ends and at each splice, face nail (heel joint) (see Section/Table 2308.7.3.1) 4. Ceiling joist attached to parallel rafter 4-3"x0.131" nails @ 16" o/c 3-16d box (3•"x0.135") @ 16" o/c 2-16d common(3•"x0.162") @ 16"o/c deformed (2•"x0.131"x0.281" head)@ 6"/12" o/c 10d common(3"x0.148") @ 6"/12" o/c deformed (2"x0.120") @ 6"/12" o/c deformed (2"x0.113") @ 6"/12" o/c 8d common(2•"x0.131") @ 6"/12"o/c deformed (2•"x0.120") @ 6"/12" o/c deformed (2•"x0.131") @ 6"/12" o/c 8d common(2•"x0.131") @ 6"/12"o/c deformed (2•"x0.120") @ 6"/12" o/c deformed (2•"x0.131") @ 6"/12" o/c 10d common (3"x0.148") @ 6"/12"o/c NUMBER AND TYPE OF FASTENER (e) -Each end, toenail truss 29. Bridging or blocking to joist, rafter or PARTICLEBOARD WALL SHEATHING to framing INTERIOR WALL SHEATHING to framing and PANELS (WSP), SUBFLOOR, ROOF and BUILDING ELEMENTS-WOOD STRUCTURAL 39. †" (2"x0.099") @ 6"/12" o/c 6d corrosion-resistant casing (1‡"x0.106") @ 6"/12" o/c 6d corrosion-resistant siding 2…"x0.113"x0.266" head nail @ 4"/8" o/c (roof) or RSRS-01 (d) (2…x0.113") @ 6"/12" o/c (roof) 8d common or deformed (2•"x0.131"x0.281" head) @ 6"/12" o/c (subfloor and wall) 6d common or deformed (2"x0.113") or 2…"x0.113" 2…"x0.113"x0.266" head nail @ 4"/8" o/c or RSRS-01 (d) (2…"x0.113") @ 6"/6" o/c (roof) 8d common or deformed (2•"x0.131"x0.281" head) @ 6"/12" o/c (subfloor and wall) 8d common (2•"x0.131") or deformed (2"x0.113") e. See CBC Table 2304.10.2 for staple options. e. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specs in ASTM F1667. reduced by one nail. with this schedule, the number of toenails in the rafter shall be permitted to be with this schedule and the ceiling joist is fastened to the top plate in accordance c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance b. See CBC Table 2304.10.2 walls, refer to Section 2305. Nails for wall sheathing to be common, box or casing. more. For nailing of wood structural panel and particleboard diaphragms and shear a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or 7. GENERAL DESIGN CRITERIA 706. 705. 704. 703. 702. 701. 700. 625 psiAllowable top plate bearing shall stamp and sign the truss drawings when required. the Truss Design Drawings based upon the Construction Documents, and Truss design shall be per ANSI/TPI 1-2014. The Truss Designer shall prepare 2.0 in/hrRain IntensityASD LevelsDrag Loads 0 psfGround Snow LoadASD LevelsSlab Loads 2.4 psfRoof Mounted PV Load60 psfDeck LL 20 psfRoof Lr40 psfFloor LL 18 psfRoof DL12 psfFloor DL Design Loading throughout may not be referenced, but still apply. See detail sheets for referenced details. Some typical details which apply Report number: J.N. 21-467 DATED: MAY 12, 2023 Soils engineer: PETRA GEOSCIENCES INC. plans. the recommendations of the soils engineer have been incorporated into the The expansion index has been/shall be documented in the soils report and CExposure 13 psfExterior Cladding (0.6W)II Risk Category 0.18Internal Pressure Coef100 MPHWind speed (V-ult) Wind design criteria See structural calculations for SD1, SDS, design base shear, Cs, & R factors. Analysis Method: Equivalent lateral force procedure Basic Seismic Force Resisting System Bearing Wall 1Seismic Importance Factor II Risk Category E Seismic Design Category 0.874S1DSite Class 2.375Ss1500 psfSoil bearing value Seismic design criteria and 2022 California Residential Code (as applicable) Building Code: 2022 California Building Code 1 2 ITEM REMARKS 8. STATEMENT OF SPECIAL INSPECTIONS concrete Slab Post-Tensioned 3. Placement of concrete. (Continuous) tendons in post tensioned concrete. (Periodic) 2. Verification of in-situ concrete strength, prior to stressing of the 1. Installation and stressing of tendons. (Continuous) 802. 801. 800. also require special inspection in accordance with CBC 1705. In addition to the regular inspections per CBC section 110, the following items will the site has been prepared properly. (Periodic) 5. Prior to placement of compacted fill, observe subgrade and verify that during placement and compaction of compacted fill. (Continuous) 4. Verify use of proper materials, procedures, densities, and lift thicknesses 3. Perform classification and testing of compacted fill materials. (Periodic) proper material. (Periodic) 2. Verify excavations are extended to proper depth and have reached bearing capacity. (Periodic) 1. Verify materials below footings are adequate to achieve the design fabricated items Trusses & shop 1705.6) (CBC Table Report with Soils Compliance Soils one- and two-family dwellings not exceeding 2 stories above grade. fastening of seismic structural wood components for detached Per CBC 1705.13 special inspection is not required for the nailing, bolting, or grade nor for concrete footings that support 3 stories above grade or less. Per CBC 1705.3 special inspection is not required for non-structural slabs on anchor bolts without a holdown attached. (CBC 1704.2, exception 1)) epoxy require special inspection. (No special inspection is required for retrofit Retrofit anchor bolts for holdowns with all-thread rod and Simpson SET-XP premises of a fabricator approved per CBC 1704.2.5.1. 1. Special Inspection per CBC 1704.2.5 required unless performed on the 1 2 3 4 5 6 7 8 9 6" 3•" SPACING BOLT ANCHOR SILL NAILING 16d (0.148") (2) @ 16" 8" or (2) @ 16" 12" or (2) @ 16" 8" or •" @ 48" or †" @ 48" •"@ 48" or †" @ 48" @ 8" SDS screws ‚"x4•" @ 8" SDS screws ‚"x4•" 9. SHEARWALL SCHEDULE (ASD VALUES) •" @ 48" or †" @ 48" •" @ 32" or †" @ 48" •" @ 24" or †" @ 32" •" @ 16" or †" @ 24" •" @ 12" or †" @ 16" •" @ 8" or †" @ 12" (See footnotes 1 & 4) SHEARWALL DESCRIPTION (See footnote 2) w/ 6d cooler or wallboard @ 4" o/c †" gypsum wallboard, unblocked (See footnote 2) w/ 5d cooler or wallboard @ 7" o/c •" gypsum wallboard, unblocked •" @ 16" or †" @ 24" 3" SPACING ANCHOR MASA 42" 42" 42" 30" 24" 16" 12" 12" 9" @ 6" o/c 0.120"x1 •" nails (‹" heads) ‡" stucco & 18 ga. mesh, unblocked 4•" (7) (6) (5) (4) (3) (2) (1) conditions, provide adequate rim or blocking to prevent splitting. In shearwall types 8 & 9, sill plate nailing shall be staggered. At second floor spacing equal to the E.N. spacing. Nails shall be staggered at all panel edges. a single 3" nominal member or (2) 2x members nailed with 10d (staggered), all framing receiving nailing from abutting panel edges shall not be less than Where allowable seismic values exceed 350 plf (shearwall types 6, 7, 8, & 9) of the sheathing. All nailing shall be …" min. from the edge of sheathing. note 204) shall be •" or less from the edge of the sill plate on the side In plywood or OSB shearwalls, the edge of the 3" square washers (see 309, etc.) and Wood Framing Construction notes. (See notes 204, 206, 207, 307, 308, Sill plates & washers shall comply with the Concrete Foundation Construction spacing to be reduced by 50% or as noted on the plans. the •" max. edge distance from alternating sill plate edges. Anchor bolt shall be staggered. Sill plates shall have anchor bolts staggered to achieve members, or framing shall be 3" nominal or thicker and nails on each side both sides of a wall: Panel joints shall be offset to fall on different framing DOUBLE SIDED SHEARWALLS: When plywood or OSB shear is specified on bolt spacing shall be †" @ 48" o/c or •" @ 42" o/c When gypsum wallboard shear is specified on both sides of a wall, anchor studs @ 16" o/c. Galvanized nails shall be hot-dipped or tumbled. common nails or galvanized box nails. Shear shall be applied over At plywood or OSB shearwalls, use PS-1 or PS-2 rated panels with (See footnotes 3, 5, & 6) 3x abutting panel studs, blocked w/ 8d @ 3" o/c edge, 12" o/c field …" plywood or OSB sheathing, (1) side blocked (See footnotes 3 & 5) w/ 8d @ 4•" o/c edge, 12" o/c field, …" plywood or OSB sheathing, (1) side blocked (See footnotes 3 & 5) w/ 8d @ 6" o/c edge, 12" o/c field, …" plywood or OSB sheathing, (1) side (See footnotes 3, 5, 6, & 7) 3x abutting panel studs, blocked w/ 10d @ 3" o/c edge, 12" o/c field —" STRUCT 1 PLY/OSB, (1) side (See footnotes 3, 5, 6, & 7) 3x abutting panel studs, blocked w/ 10d @ 2" o/c edge, 12" o/c field —" STRUCT 1 PLY/OSB, (1) side (See footnotes 3, 5, & 6) 3x abutting panel studs, blocked w/ 8d @ 3" o/c edge, 12" o/c field …" STRUCT 1 PLY/OSB, (1) side 1215 wind870930 wind665770 wind550685 wind490490 wind350365 wind260180 wind130145 wind105100 wind70VALUESHEARPLATE BREAK HOLE IN PLATE DOUBLE TOP PLATE ST22 CS16 RPS 18, 22 OR 28 ANY 16 ga. 1 •" STRAP CMST14 CMSTC MSTA30 MSTCTYPICAL ACCEPTABLE STRAPS: PLATE BREAK AS OCCURS ALLOWED PER DETAIL B/--, OR HOLE OR NOTCH LARGER THAN TOP PLATE NOTCHING OF THE TOP PLATES. ONE ON THE SIDE AND ON TOP BOTH ON THE SAME SIDE, OR OPPOSITES SIDES, STRAPS MAY OCCUR ON EACH SIDE OF HOLE OR NOTCH. w/ (12) 16d OR (16) 10d NAILS OR (1) 16 ga. x 3" WIDE STRAP (2) 16 ga. x 1 ‚" WIDE STRAPS & BEARING WALLS, PROVIDE EXTERIOR WALLS AT SHEARWALLS, SCALE 1" = 1'-0" STUD NOTCHING & BORING WALLS NON-BEARING 2„" 1 …" ‡" STUDS 2x4 3‚" 2„" 1 …" STUDS 2x6 0.6 W 0.4 W 0.25 W SIZES LISTED EXTERIOR WALLS PLATES, BEARING AND 2„" 1…" ‡" STUDS DBL 2x4 3‚" 2„" 1…" STUDS DBL 2x6 (EXCLUDES LET-IN BRACES) ALLOWED PER STUD ONLY (1) NOTCH OR HOLE 2x STUD PER PLAN ZONE HOLE OR HOLES IN NOTCH BE LARGER THAN SHOWN OF STUD AND SHALL NOT OF †" FROM EITHER EDGE HOLES SHALL BE A MINIMUM SIZE SHOWN OR SMALLER THAN MAXIMUM NOTCHES MUST EQUAL TO FOR DOUBLE TOP PLATES HOLE CHART ALSO VALID TYP. FLOOR/ROOF SHT'G PER PLAN (B.N.) BOUNDARY NAILING PANEL BOUNDARY & PER PLAN (E.N.) EDGE NAILING PANEL EDGE & PER PLAN (F.N.) FIELD NAILING (UNBLOCKED) EDGE OF PANEL PER PLAN (E.N.) EDGE NAILING (BLOCKED) AND EDGE OF PANEL DIAPHRAGM BLOCKED DIAPHRAGM UNBLOCKED FRAMING (SIZE & SPACING PER PLAN) TO FRAMING MEMBERS PANELS PERPENDICULAR FRAMING, PLACE LONG DIM. OF BOUNDARIES & CHANGES IN 4'x8' MIN. PANELS EXCEPT AT GAP PER SHEATHING MANUFACTURER 5. ALL NAILS TO BE …" MIN. FROM PANEL EDGES. 4. DO NOT SPACE NAILS CLOSER THAN SPECIFIED ON PLAN. 3. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. 2. MIN. PANEL DIMENSION SHALL BE 24", UNLESS ALL EDGES ARE FASTENED TO FRAMING/BLKG. 1. STAGGER JOINTS WHICH ARE PARALLEL TO FRAMING MEMBERS. 1. MASONRY CONSTRUCTION Not used.100. A B C 84 85 88 S4 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 5• "-7‚ "3" o/c3" o/c 3‡"16" 16"8"(MIN.)2"(MIN.)8"06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS STHD TYPE HOLDOWN LENGTH STHD10 STHD14 NO. MODEL l e EMBED 8" 10" 14" 18†" 24†" 26„" NAILS MINIMUM STUD (2) 2x, 3x OR 4x BEEN INSTALLED. PLYWOOD SHEAR HAS NAIL STRAP AFTER FOR BEST RESULTS LSTHD8 (16) 0.148x3‚ (20) 0.148x3‚ (24) 0.148x3‚ SEE SIMPSON FOOTING IS REQUIRED No. 4 REBAR IN ALIGN WITH STUD •" MIN @ EDGE SCALE 1" = 1'-0" LTT/HTT HOLDOWN LTTP2 (NIAIL SIZES) FASTENERS NO. MODEL (12) 0.148x2• THRU (2) 2x TO (2) 2x4 MIN. LTT OR HTT HOLDOWN (26) 0.148x3 THRU (2) 2x (18) 0.148x1 • THRU (2) 2xHTT4 HTT5 OF LSTHD8, STHD10, OR STHD14 LISTED ON PLAN HTT5 MAY BE USED IN LIEU WASHER @ HTT5KT PROVIDE BEARING PLATE PROVIDE WASHER @ LTTP2 (18) 16d SINKERS @ HTT4/HTT5 (8) 16d SINKERS @ LTTP2 STITCH NAIL w/ 2x DOUBLE STUD POST-TENSION SLAB IS USED SPECIFICATIONS WHEN SEE P/T PLANS FOR BOLT (SIMPSON SSTB16 O.K. @ LTTP2) CURB / STEMWALL CONDITIONS) (SB†x24 REQUIRED @ SIMPSON SSTB24 OR SB†x24, SEE SIMPSON INSTRUCTIONS TOP OF CONCRETE IS REQUIRED No. 4 REBAR 3" T0 5" FROM SCALE 1" = 1'-0" STEPPED PLATE DRAG OR BEAM AS OCCURS LOWER DOUBLE TOP PLATE OR TO END OF STRAP 2x BLOCKING, (3) BAYS (MIN.) CS16x72", LAP 16" TO LOWER PLATE ROOF OR FLOOR FRAMING AS OCCURS SCALE •" = 1'-0" DOUBLE TOP PLATE E.N. AROUND OPENING EDGE OF 4' WIDE PANEL MIN. (2) A.B. & SHEARWALL SCHEDULE, ANCHORS PER PLAN SILL PLATE & SILL TO HEADER & 2x BLOCKING E.N. SHEARWALL DIAPHRAGM LEVEL @ BOTTOM OF HEADER CS16 & 2x BLOCKING LAP CS16 TO HEADER 16" IF REQUIRED HOLDOWNS PER PLAN SLAB OR CURB PER PLAN SHEAR @ DOOR (NOT SHOWN HERE) TRANSFER DETAIL(S) PER PLAN FRAMING ABOVE AND SHEAR SCALE •" = 1'-0" (NOT SHOWN HERE) TRANSFER DETAIL(S) PER PLAN FRAMING ABOVE AND SHEAR DOUBLE TOP PLATE E.N. SHEARWALL DIAPHRAGM CONTINUOUS TO KING STUD HEADER PER PLAN, 11 (MIN.) 10d TO TRIMMER AND HEADER TO TRIMMER, CRIPPLE STUD (AS OCCURS) CS16 OR MSTA30 FROM (GRID PATTERN) TO HEADER @ 3" o/c EACH WAY NAILS PER SHEAR SCHEDULE FULL HEIGHT KING STUD(S) POST PER PLAN DOUBLE TRIMMER OR SHEAR PER PLAN & SCHEDULE SHEARWALL PORTAL PER SHEARWALL SCHEDULE SILL NAILING OR SILL BOLTS ADJACENT FRAMING (AS OCCURS) OR TOP OF CURB PER PLAN FLOOR SHEATHING, TOP OF SLAB, (AS OCCURS) HOLDOWN PER PLAN SUPPORT COLUMN TO BEAM HTS24 (1) SIDE EITHER SIDE STRAP CAN OCCUR NOT TO SCALE (1) SIDE MSTA30/CS1628 OR POST BUILT-UP STUDS OCCURS BEAM AS OCCURS BEAM AS (1) EACH SIDE (2) H2.5A SCALE 1" = 1'-0" HEADER & TRIMMER NAILING SCHEDULE * OR LARGER HEADER 4x4 4x6 2 4 4x8*6 KING STUD TO HEADER BEAM PER PLAN 8'-1" AND WIDER OR PER PLAN DOUBLE KING STUD @ OPENINGS 2x KING STUD PER PLAN WHERE OCCURS DOUBLE TOP PLATE SEE FRAMING NOTES @ 4x10 & LARGER USE DOUBLE TRIMMERS MULTIPLE TRIMMERS. (1) 2x TRIMMER U.N.O. OR No. OF 16d (0.148) NAILS SCALE 1" = 1'-0" DRAG-WALL TO BEAM BEAM PER PLAN PER PLAN KING STUD & TRIMMER(S) DOUBLE TOP PLATE PER PLAN TABLE ON DETAIL #17 KING STUD TO HEADER PER PLATE U.N.O. TOP PLATE TO TOP OF BEAM OR CONT. CS1628 STRAP SCALE 1" = 1'-0" DRAG-WALL TO BEAMMIN.DRAG BEAM OR JOIST PER PLAN STUD OR STUDS PER PLAN DOUBLE TOP PLATE PER PLAN OTHERWISE NOTED ON PLAN TOP PLATE TO BOTTOM OF BEAM UNLESS CS1628 STRAP RAKE CUT TOP OF BEAM AS OCCURS & LOT NO.'s FND. CATEGORY FOOTING SPECIFICATION TABLE FTG. SIZE MINIMUM STEEL REINFORCING NOTES- TREATMENT UNDER SLAB BY OTHERS SEE POST TENSION PLANS REINFORCEMENT INTERIOR SLAB SEE THE CURRENT SOILS REPORT FOR UPDATED INFORMATION. FOOTING DEPTH MEASURED FROM LOWEST ADJACENT SUBGRADE. FOR ALL FOUNDATION REQUIREMENTS. POST-TENSION DESIGN BY OTHERS. SEE POST-TENSION DESIGN DRAWINGS SCALE •" = 1'-0" SHEAR AROUND OPENING DOUBLE TOP PLATE ALIGN WITH HEADER 2x BLOCKING & E.N. & SHEARWALL SCHEDULE ANCHORS PER PLAN SILL PLATE & SILL E.N. SHEARWALL HEADER PER PLAN, OMIT @ DOOR CONDITION OPENING PER PLAN OVER PLYWOOD SIMPSON CS16 OR EQUAL 2x BLOCKING SIMPSON CS16 OVER LESS THAN 48" PANEL EDGE IF BLOCKING OR TO LAP CS16 48" OVER (NOT SHOWN HERE) TRANSFER DETAIL(S) PER PLAN FRAMING ABOVE AND SHEAR MATCH THE SHEAR NAILING NAILED WITH 10d, SPACING TO OR TO (2) 2x STUDS STITCH SCHEDULE TO A SINGLE STUD NAILED PER THE SHEARWALL ALL PLYWOOD EDGES TO BE BELOW & AROUND OPENING E.N. ALL PLY EDGES ABOVE, SCALE •" = 1'-0" SHEAR AROUND OPENING E.N. SHEARWALL HEADER PER PLAN, OMIT @ DOOR CONDITION & SHEARWALL SCHEDULE ANCHORS PER PLAN SILL PLATE & SILL DOUBLE TOP PLATE PERFORATED METHOD (NOT SHOWN HERE) TRANSFER DETAIL(S) PER PLAN FRAMING ABOVE AND SHEAR MATCH THE SHEAR NAILING NAILED WITH 10d, SPACING TO OR TO (2) 2x STUDS STITCH SCHEDULE TO A SINGLE STUD NAILED PER THE SHEARWALL ALL PLYWOOD EDGES TO BE OPENING PER PLAN BELOW & AROUND OPENING E.N. ALL PLY EDGES ABOVE, SCALE 1" = 1'-0" PAD FOOTING 8x8 6x6 4x4 POST 10•" 8•" 6•" WIDTH PER PLAN WOOD COLUMN 1" CHAMFER EDGES PATIO SLAB AS OCCURS PEDESTAL (SEE TABLE) FORMED CONCRETE PAD GRADE FINISHED GRADE BASE PER PLAN CBSQ SERIES COLUMN SIMPSON CB OR REINFORCING FOR PAD FOOTING SIZE & SEE POST-TENSION FND (1) No. 4 HAIRPIN BAR SCALE 1" = 1'-0" FASTENERSNO. MODEL HDU HOLDOWN HDU8 (20) SDS ‚x2•" SCREWS (30) SDS ‚x2•" SCREWSHDU11 HDU14 (36) SDS ‚x2•" SCREWS POST-TENSION SLAB IS USED SPECIFICATIONS WHEN SEE P/T PLANS FOR BOLT 14,445 UPLIFT ASD 11,175 7,870 HDU HOLDOWN w/ HOLDOWN WASHER PROVIDED WHEN NOTED ON THE PLANS 4x6 OR 4x8 POST AS OCCURS (SUPPLIED w/ HOLDOWN) ANCHOR NUT AT HDU14, USE HEAVY-HEX UNLESS OTHERWISE NOTED @ PANEL EDGE 4x8 OR 6x6 MIN. POST @ HDU14 4x6 MIN. POST @ HDU11 4x4 MIN. POST @ HDU8 (2) 2x4 MIN. POST @ HDU5 5,645(14) SDS ‚x2•" SCREWSHDU5 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 21 22 23 25 27 INFORMATION & DETAILS BY OTHERS FOR ALL FOUNDATION SEE POST TENSIONED SLAB PLANS FUTURE USE RESERVED FOR FUTURE USE RESERVED FOR FUTURE USE RESERVED FOR FUTURE USE RESERVED FOR FUTURE USE RESERVED FOR FUTURE USE RESERVED FOR FUTURE USE RESERVED FOR S5 1 1 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES VARIES 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS SCALE 1" = 1'-0" NON-BEARING WALL PARTITION WALL NON BEARING TRUSS-BOTTOM CHORD •" GAP (MIN.) CONDITION PARALLEL @ 24" o/c DTC OR STC TRUSS CLIPS @ 32" o/c 2x4 BLOCK w/ DTC OR STC CLIP SCALE 1" = 1'-0" 3-POINT BEARING TRUSS BEARING WALL PER PLAN TRUSS-BOTTOM CHORD CHORD AS OCCURS STEP DOWN BOTTOM 2x BLOCKING FLAT OR ON EDGE (3) 8d OR (2) 16d NAILS SCALE 1" = 1'-0" GIRDER TRUSS SUPPORT PLAN (WHERE OCCURS) HEADER OR BEAM (DASHED) PER NOTES OR AS NOTED ON PLANS WOOD FRAMING CONSTRUCTION TYPICAL DOUBLE TOP PLATE PER NOTES OR AS NOTED ON PLANS WOOD FRAMING CONSTRUCTION STUD OR STUDS PER OCCURS PER PLAN CONDITION (DASHED) WHERE STUBBED OR HIGH HEEL TRUSS (DETAILS BY MANUFACTURER) GIRDER TRUSS PER PLAN TRUSS MANUFACTURER MIN BEARING PER OR (1) H1 OR H10A-2 (2) H2.5A OR H2.5T (ONE EACH SIDE) SCALE 1" = 1'-0" CALIFORNIA FILL TRUSS TOP CHORD RAFTER / JOIST OR EACH RAFTER / JOIST 2x PLATE w/ (2) 16d TO NOTES FRAMING CONSTRUCTION & NAILING PER WOOD TYPICAL ROOF SHEATHING PER PLAN CALIFORNIA FILL FRAMING NOTES FRAMING CONSTRUCTION E.N. ROOF PER WOOD SCALE 1" = 1'-0" SHEAR TRANSFER SHEARWALL TOP PLATE TRUSSES PER PLAN STANDARD OR SCISSOR EAVE VENTS O.K. FULL DEPTH BLOCKING E.N. PER SHEARWALL SCHEDULE FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD FRAMING CONSTRUCTION NOTES E.N. ROOF PER WOOD H1 @ 48" o/c OR (2) H4 @ 48" BETWEEN STUDS. VERTICAL INSTALL. SCREW AS DESIRED. ALTERNATE ANGLED OR A35 @ 48" o/c LS50 @ 48" o/c H1 TO TRUSSSCREW TO TRUSS CLIP TO BLOCK BE 0.5" TO C.L. EDGE DISTANCE SHALL SHALL BE 2.5" AND INTO TRUSS CHORD MIN. SCREW PENETRATION F1=600 ea, 300 PLF F1=650 ea, 163 PLF F1=510 ea, 128 PLF CHOOSE ONE CONNECTION. (HARDWARE AND CONNECTION MAY BE MIXED AS DESIRED) NO. 1503-03 ICC TER REPORT WOOD SCREW PER FRAMEFAST 0.188"x6, 24" o/c FASTENMASTER SCALE 1" = 1'-0" SHEAR TRANSFER TRUSSES PER PLAN SHEARWALL TOP PLATE SCISSOR TRUSS WHERE OCCURS E.N. PER SHEARWALL SCHEDULE FRAMING CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD UP TO 14" TALL ALTERNATE FULL DEPTH BLOCKING BEAM WHERE OCCURS FACTORY PANEL BLOCKING USE A35 OR LTP4 @ 24" o/c ALTERNATE: H1 @ 24" o/c @ EACH PANEL BLOCK ALTERNATE USE A35 OR LTP4 H1 @ 24" o/c SCALE 1" = 1'-0" SHEAR TRANSFER PER PLAN DOUBLE 2x TOP PLATE SCHEDULE E.N. PER SHEARWALL AT TOP PLATE DRAG, SHEARWALL CAN STOP TRUSSES ARE DESIGNED FOR USE A35 OR LTP4 @ 24" o/c ALTERNATE SHEAR TRANSFER TRUSSES PER PLAN CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING PER NOTE BELOW TRANSFER BLOCK OR ALTERNATE 2x CONTINUOUS NAILER/ 16d @ 8" o/c DIAGONAL BRACE PER TRUSS MFGR. AS OCCURS OUTLOOKERS @ 48" o/c (MAX.) SCALE 1" = 1'-0" SHEAR TRANSFER AT TOP PLATE DRAG, SHEARWALL CAN STOP TRUSSES ARE DESIGNED FOR TRUSSES PER PLAN FRAMING CONSTRUCTION NOTES E.N. ROOF PER WOOD PER PLAN DOUBLE 2x TOP PLATE FRAMING CONSTRUCTION NOTES E.N. ROOF PER WOOD SCHEDULE E.N. PER SHEARWALL HIGH HEEL OR STUBBED CONDITION DEEP BLOCK OR TRUSS BLOCK @ AS OCCURS (2) 16d @ EACH STUD H1 @ 24"o/c OR A35 @ 24" o/c AT SHEARWALLS A23 CLIPS OR A35 @ 32" o/c SCALE 1" = 1'-0" SHEAR TRANSFER FOR TRANSFER CLIPS ALTERNATE LOCATION 8d @ 6" o/c, UNLESS OTHERWISE NOTED OR AS NOTED PER PLAN @ 16" o/c @ PLY SHEAR LTP4 @ 32" o/c @ GYP. BOARD, SHEAR AS NOTED PER PLAN A23 CLIPS @ 16" o/c @ PLY SHEAR OR A23 CLIPS @ 32" o/c @ GYP. BOARD, FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD DOUBLE 2x TOP PLATE E.N. SHEARWALL AS OCCURS PER PLAN ROOF TRUSS AT TOP PLATE DRAG, SHEARWALL CAN STOP TRUSSES ARE DESIGNED FOR THE ROOF IS LOADED NOTE: INSTALL CLIPS AFTER UNLESS NOTED ON PLANS AN ACCEPTABLE ALTERNATE NOTE: DETAIL 47 IS NOT SCALE 1" = 1'-0" SHEAR TRANSFER TRUSSES PER PLAN FULL DEPTH BLOCKING DOUBLE TOP PLATE EAVE VENTS O.K. FULL DEPTH BLOCKING CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD BEAM OR HEADER OR WALL PER PLAN CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING H1 @ 24" o/c OR LTP4 @ 24" SCALE 1" = 1'-0" SHEAR TRANSFER E.N. PER SHEARWALL SCHEDULE WOOD FRAMING CONSTRUCTION NOTES TYPICAL DOUBLE TOP PLATE PER FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD TRUSSES PER PLAN CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING TRUSS MANUFACTURER FACTORY PANEL BLOCKS PER TOP PLATE TO PANEL BLOCK A35 OR LTP4 @ 24" o/c SCALE 1" = 1'-0" TRUSS TO WALL DRAG DOUBLE TOP PLATE OR BEAM DRAG TRUSS PER PLAN (STUB AS OCCURS) CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING FRAMING AS OCCURS STUD OR STUDS PER PLAN BEAM OR WALL AS OCCURS BOTTOM OF TRUSS AT THE DETAIL LOCATION, TOP PLATE TO UNLESS OTHERWISE NOTED ON THE PLAN MSTA30, CS1628 OR HTS24 STRAP, TO RECEIVE STRAP (12) 10d NAILS TO TRUSS OPTIONAL 2x BLOCK w/ FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD SCALE 1" = 1'-0" TRUSS TO WALL DRAG STUD OR STUDS PER PLAN DOUBLE TOP PLATE PER PLAN BOTTOM OF TRUSS AT THE DETAIL LOCATION, TOP PLATE TO UNLESS OTHERWISE NOTED ON THE PLAN HTS24, CS1628 OR MSTA30 STRAP, DRAG TRUSS PER PLAN TO RECEIVE STRAP (12) 10d NAILS TO TRUSS OPTIONAL 2x BLOCK w/ SCALE 1" = 1'-0" ROOF TO WALL CONNECTION TRUSS PER PLAN ROOF FRAMING OR EACH STUD w/ (2) 16d @ TRUSS CHORD 2x RIBBON OR AS OCCURS SHEARWALL PER PLAN 2x STUD WALL CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD 2x BLOCKING SCALE 1" = 1'-0" SHEAR TRANSFER HEIGHT AS OCCURS FRAMING OPPOSITE DIRECTION, E.N. PER SHEARWALL SCHEDULE NOTES OR AS NOTED ON PLANS WOOD FRAMING CONSTRUCTION TYPICAL DOUBLE TOP PLATE PER CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING CONSTRUCTION NOTES E.N. ROOF PER WOOD FRAMING FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD TRUSSES PER PLAN MANUFACTURER FACTORY PANEL BLOCKS PER TRUSS TOP PLATE TO TRUSS OR BLOCK H1, A35, OR LTP4 @ 24" o/c SCALE 1" = 1'-0" TRUSS TO WALL DRAG 4x4 x 4' LONG BLOCK END OF WALL & DOUBLE TOP PLATE TOP PLATE TO BLOCK ON THE PLAN AT THE DETAIL LOCATION, MSTC40, UNLESS OTHERWISE NOTED (GIRDER TRUSS AS OCCURS) DRAG TRUSS PER PLAN BLOCK, USE (21) SDS SCREWS PLACE PRIOR TO INSTALLING THE 4x4 NOTE: IF (2) OR MORE TRUSSES ARE TRUSS TO THE 4x4 BLOCK (32) NAILS TOTAL FROM THE FIRST (2) 16d SINKERS @ 4" o/c STAGGERED SCALE 1" = 1'-0" TRUSS TO WALL DRAG END OF WALL & DOUBLE TOP PLATE LOCATION NOTED ON THE PLAN AT THE DETAIL AT BOTH BLOCKS, UNLESS OTHERWISE 16d SINKERS AND USE (16) 16d SINKERS MSTC66, LAP 20" TO TOP PLATE w/ (28) (2) 4x4 BLOCKING (GIRDER TRUSS AS OCCURS) DRAG TRUSS PER PLAN BLOCK, USE (21) SDS SCREWS PLACE PRIOR TO INSTALLING THE 4x4 NOTE: IF (2) OR MORE TRUSSES ARE TRUSS TO THE 4x4 BLOCKS (32) NAILS TOTAL FROM THE FIRST (2) 16d SINKERS @ 4" o/c STAGGERED 8d @ 6" o/c MAX 2x TRANSFER NAILER FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD A23 CLIPS @ 16" o/c @ PLY SHEAR A23 CLIPS @ 32" o/c @ DRYWALL, TRUSS PER PLAN 2x FILLER BLOCK AS REQUIRED DOUBLE 2x TOP PLATE AS OCCURS E.N. PER SHEARWALL SCHEDULE USE A35 OR LTP4 @ 24" o/c ALTERNATE SHEAR TRANSFER THE ROOF IS LOADED. NOTE: INSTALL CLIPS AFTER CONDITION "A" AS OCCURS 16d @ 5" o/c @ PLYWOOD SHEARWALL 16d @ 16" o/c @ DRYWALL SHEARWALL SCALE 1" = 1'-0" SHEAR TRANSFER 8d @ 6" o/c MAX 2x TRANSFER BLOCKING 16d @ 5" o/c @ PLYWOOD SHEARWALL 16d @ 16" o/c @ DRYWALL SHEARWALL FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD DOUBLE 2x TOP PLATE AS OCCURS E.N. PER SHEARWALL SCHEDULE TRUSS PER PLAN AT TOP PLATE DRAG, SHEARWALL CAN STOP TRUSSES ARE DESIGNED FOR CONDITION "B" AS OCCURS SCALE 1" = 1'-0" SHEAR TRANSFER @ TYP. EAVE RAFTERS PER PLAN OR SCHEDULE CEILING PER PLAN CEILING (WHERE OCCURS) WOOD FRAMING CONSTRUCTION NOTES TYP. ROOF SHEATHING & NAILING PER OR AS NOTED ON PLANS FRAMING CONSTRUCTION NOTES TYP. DOUBLE TOP PLATE PER WOOD E.N. PER SCHEDULE 2x BLOCKING E. N. ROOF SHEATHING TO A35 OR LTP4 @ 24" o/c (WHERE OCCURS) HEADER OR BEAM PER PLAN GIRDER TRUSS PER PLAN E.N. ROOF SHEATHING @ 6" o/c TO GIRDER TRUSS E.N. ROOF SHEATHING @ 6" o/c 2x4 BLOCKING TO GIRDER TRUSS 16d @ 8" o/c BLOCKING TRUSSES PER PLAN SCALE 1" = 1'-0" GIRDER TRUSS SHEAR FOR HANGERS & TRUSS DETAILS SEE TRUSS MANUFACTURER FLUSH BEAM AS OCCURS SCALE 1" = 1'-0" EXPOSED BEAM TRUSS BEARING ON CONDITION TRUSS STANDARD CONDITION TRUSS OR STUB HIGH HEEL ALTERNATE FULL DEPTH BLOCKING FACTORY TRUSS PANEL BLOCKING OR REPEAT NOTES FROM ABOVE SCISSOR TRUSS WHERE OCCURS EXPOSED BEAM PER PLAN 2x FULL DEPTH SOLID BLOCKING LS50 OR RBC @ 24" o/c FRAMING CONSTRUCTION NOTES ROOF SHEATHING PER WOOD FRAMING CONSTRUCTION NOTES E.N. ROOF SHEATHING PER WOOD LS50 OR A35 @ 24" o/c SCALE 1" = 1'-0" DRAG WITH PANEL BLOCKING TRUSSES PER PLAN (WHERE OCCURS) JACK TRUSSES PER PLAN FACTORY PANEL BLOCKS E.N. ROOF SHEATHING TO END CONDITION 1 END CONDITION 2 END CONDITION 3 TOP PLATE LAP (16" MIN.) IN LENGTH OF PLATE LAP SEE PLANS FOR VARIATIONS TRUSSES ROOF ADJACENT DBL. 2x TOP PLATE E.N. ROOF SHEATHING TO BLOCKING TO TOP PLATE EXTEND UNDER PANEL BAYS CS16x10' OR LENGTH PER PLAN LAP 16" BLOCKING BETWEEN TRUSSES OR 2x FULL DEPTH FACTORY OR SITE BUILT PANEL BLOCKS PER DETAIL 42 END TRUSS OR RIBBON TO DETAILS 60, 61, 63 0R 65 FLOOR FRAMING SIMILAR E.N. @ 6"o/c TOP CHORD OF TRUSS E.N. @ 6"o/c @ 24" o/c MAX. TRUSS WEB WITH FILLERS @ EA. WEB & @ TOP CHORD (2) 10d (0.148) NAILS 2x LEDGER A34 @ EA. WEB & TOP CHORD SCALE 1" = 1'-0" SHEAR TRANSFER DUTCH GABLE AS OCCURS 2x4 OUTLOOKERS @ 32" o/c SCALE 1" = 1'-0" 2x BLOCKING 2x LEDGER TRUSS TO WALL TRUSS MANUFACTURER LUS26 OR HANGER PER (2) 16d @ 16" o/c E.N. ROOF SHEATHING SCALE 1" = 1'-0" PLAN @ 24" o/c TRUSSES PER BOTTOM CHORD HIGH-HEEL TRUSS FRAMING CONSTRUCTION NOTES ROOF SHT'G & E.N. PER WOOD FRAMING BETWEEN ROOFS PANEL BLOCKS FRAMING CONSTRUCTION NOTES ROOF SHT'G & E.N. PER WOOD (2) 16d @ 24" o/c TRUSSES PER PLAN HEEL TRUSSES BETWEEN HIGH EXTEND TRUSSES 28 29 30 31 33 34 35 32 37 38 39 40 41 42 43 44 45 47 49 50 51 52 53 54 55 S6 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES CANTILEVER EQUALEQUALEQUALEQUALCANTILEVER 16" SCALE 1" = 1'-0" 2x SILL CANTILEVER SHEAR TRANSFER STUD WALL AS OCCURS FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD DOUBLE TOP PLATE STUD WALL PER PLAN (1) 10d NAIL SEE ARCHITECTURAL PLANS PROVIDE DRIP EDGE FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD E.N. PER SHEARWALL SCHEDULE E.N. PER SHEARWALL SCHEDULE LSL RIM PER PLAN ALT. BEAM CONDITION FULL LENGTH OF TOP PLATE 5" o/c @ SHEARWALL TYPES 6, 7, 8 & 9 8" o/c @ SHEARWALL TYPES 4 & 5 16d TRANSFER NAILING @ 16" o/c 06/22/23 CIVILREGISTEREL ANOISSROFE D P ENGIN E ERSTATE OF CALIFORNIAARK W . SWAN SON MC 44594 SHEET LEGACY PLAN NUMBER / NAME LAWSON PLAN ID NPC PLAN NUMBER PLAN NAME LAWSON COMMUNITY ID COMMUNITY NAME PROJECT TYPE DATE / DESCRIPTIONREV # 06/22/23 CURRENT RELEASE DATE: 06/22/2023 PRINT DATE: Single Family 8218 FOR ADDITIONAL INFO. & SPECIFICATIONS SHEET SEE STRUCTURAL NOTES SCHEDULE. THE SHEARWALL ANCHORAGE, SEE WALLS AND SILL INDICATES SHEAR- Fax (858) 487-7604 Phone (858) 487-7600 San Diego, CA 92127 Suite 100 17055 Via Del Campo Alberhill Ranch Fairfield at 1 05/26/2023 PC COMMENTS 2 06/22/2023 PC COMMENTS SCALE 1" = 1'-0" CONDITION TO FLOOR JOIST DIRECTION SHEARWALL PARALLEL CONDITION TO FLOOR JOIST DIRECTION SHEARWALL PERPENDICULAR SHEARWALL PER PLAN FLOOR JOIST PER PLAN SHEARWALL PER PLAN SHEARWALL SCHEDULE SILL NAILING PER FLOOR JOISTS PER PLAN FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD E.N. PER SHEARWALL SCHEDULE E.N. PER SHEARWALL SCHEDULE PLAN PER PLAN PER I-JOIST BLOCKING 2x BLOCKING OR FLOOR ANCHORAGE SHEARWALL TO WOOD HOLDOWN SCALE 1" = 1'-0" TO RIM BELOW COND. A TO STUD BELOW COND. B TO ACCEPT STRAP STUD OR DOUBLE STUD ACCEPT STRAP (WHERE OCCURS) STUD OR DOUBLE STUD TO CENTERLINE OF STRAP SHEAR AS OCCURS PLAN APPLY OVER PLYWOOD HOLDOWN STRAP PER OR BEAM PER PLAN CONTINUOUS LSL RIM BOARD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD STUDS MIN. TO UPPER AND LOWER CS16 AS OCCURS TO LAP 14" INSTALL STRAP PER SIMPSON FOR CS NAILING CONSTRUCTION NOTE 332 SEE WOOD FRAMING RIM JOIST SCALE: NONE BEARING WALL BEARING WALL FLOOR JOIST PER PLAN 1ƒ" MIN BEARING FLOOR JOIST PER PLAN SINKER OR 0.148 GUN NAIL 10d COMMON OR 16d BOX BLOCKING OR CONTINUOUS RIM LSL RIM JOIST SCALE 1" = 1'-0" SHEARWALL TOP PLATE E.N. PER SHEARWALL SCHEDULE FLOOR JOISTS PER PLAN WOOD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER DO NOT REQUIRE A 2x4 FLAT BRACE WITHIN 4') SUCH AS WALLS & BEAMS ACT AS A BRACE AND (NOTE ALL PERPENDICULAR FRAMING ELEMENTS 2x4 FLAT BRACE @ 48" o/c SHEARWALL PER PLAN PARALLEL TO WALL SHEAR TRANSFER (I-JOIST) FULL LENGTH OF TOP PLATE @ 5" o/c @ SHEARWALL TYPE 6, 7, 8, & 9 @ 8" o/c @ SHEARWALL TYPES 4 & 5, 16d TRANSFER NAILING @ 16" o/c 61 -- SOLID RIM CONDITIONS SEE DETAIL 61/-- FOR ON THE PLANS AS REQUIRED AND NOTED AT CONCENTRATED LOADS SEE DETAILS FOR STIFFENERS CONTINUOUS I-JOIST RIM SCALE 1" = 1'-0" PARALLEL TO WALL SHEAR TRANSFER WALL ABOVE AS OCCURS SHEARWALL TOP PLATE E.N. PER SHEARWALL SCHEDULE SHEARWALL PER PLAN OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c WOOD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER DO NOT REQUIRE A 2x4 FLAT BRACE WITHIN 4') SUCH AS WALLS & BEAMS ACT AS A BRACE AND (NOTE ALL PERPENDICULAR FRAMING ELEMENTS 2x4 FLAT BRACE @ 48" o/c SCHEDULE AS OCCURS SHEARWALL PER PLAN AND WOOD FRAMING CONSTRUCTION NOTES E.N. FLOOR SHEATHING PER 1 ‚x LSL RIM JOIST FLOOR JOISTS PER PLAN A35's / LTP4's PLATE AND RIM, OMIT NAIL PLY TO TOP ALTERNATE: (LTP4 IS AN ACCEPTABLE ALTERNATIVE) A35 @ 12" o/c @ SHEARWALL TYPES 6, 7, 8, & 9 A35 @ 24" o/c @ SHEARWALL TYPES 4 & 5 A35 @ 32" o/c, SCALE 1" = 1'-0" SHEAR TRANSFER FLOOR JOISTS PER PLAN DOUBLE TOP PLATE E.N. PER SHEARWALL SCHEDULE FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD FRAMING CONSTRUCTION NOTES E.N. FLOOR SHEATHING PER WOOD @ 12" o/c @ SHEAR TYPES 6, 7, 8, & 9 @ 24" o/c @ SHEARWALL TYPES 4 & 5 A35 @ 32" o/c, SCALE 1" = 1'-0" SHEAR TRANSFER WALL ABOVE AS OCCURS SHEARWALL TOP PLATE E.N. PER SHEARWALL SCHEDULE OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD SCHEDULE AS OCCURS SHEARWALL PER PLAN AND FRAMING CONSTRUCTION NOTES E.N. FLOOR SHEATHING PER WOOD A35's / LTP4's PLATE AND RIM, OMIT NAIL PLY TO TOP ALTERNATE: SHEARWALL PER PLAN (LTP4 IS AN ACCEPTABLE ALTERNATIVE) A35 @ 12" o/c @ SHEARWALL TYPES 6, 7, 8, & 9 A35 @ 24" o/c @ SHEARWALL TYPES 4 & 5 A35 @ 32" o/c, 1 ‚x LSL RIM JOIST SCALE 1" = 1'-0" SHEAR TRANSFER SHEARWALL TOP PLATE E.N. PER SHEARWALL SCHEDULE ALTERNATE CONDITION FLOOR JOISTS FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD @ EXTERIOR CONDITIONS BRACE PER DETAIL #60 SHEARWALL PER PLAN FULL LENGTH OF TOP PLATE @ 5" o/c @ SHEARWALL TYPES 6, 7, 8, & 9 @ 8" o/c @ SHEARWALL TYPES 4 & 5 16d TRANSFER NAILING @ 16" o/c @ 12" o/c @ SHEARWALL TYPES 6, 7, 8, & 9 @ 24" o/c @ SHEARWALL TYPES 4 & 5 LTP4 @ 32" o/c, SCALE 1" = 1'-0" SHEAR TRANSFER (I-JOIST) WOOD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER FULL LENGTH OF TOP PLATE @ 5" o/c @ SHEARWALL TYPE 6, 7, 8, & 9 @ 8" o/c @ SHEARWALL TYPES 4 & 5, 16d TRANSFER NAILING @ 16" o/c SHEARWALL TOP PLATE E.N. PER SHEARWALL SCHEDULE SHEARWALL PER PLAN 63 -- FLOOR JOISTS PER PLAN ON THE PLANS AS REQUIRED AND NOTED AT CONCENTRATED LOADS SEE DETAILS FOR STIFFENERS SOLID RIM CONDITIONS SEE DETAIL 63/-- FOR OR FULL BEARING AT BLOCKING CONDITION 1ƒ" MIN. I-JOIST BEARING AT CONT. RIM TO ALLOW FOR JOIST BEARING LENGTH OR I-JOIST BLOCKING AND/OR WIDER WALL (1ƒ" WIDE MAX. @ 2x4 WALLS) CONTINUOUS I-JOIST RIM WIDER STUD WALL AS OCCURS SCALE 1" = 1'-0" SHEAR TRANSFER SHEARWALL TOP PLATE E.N. PER SHEARWALL SCHEDULE FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD I-JOIST BLOCKING SHEARWALL PER PLAN WALL AS OCCURS SHEARWALL AS OCCURS FULL LENGTH OF TOP PLATE @ 5" o/c @ SHEARWALL TYPE 6, 7, 8, & 9 @ 8" o/c @ SHEARWALL TYPES 4 & 5, 16d TRANSFER NAILING @ 16" o/c N.T.S. BEAM SUPPORT 6•" MIN. (d) BEAM TO KING STUD HTS24 (V) FROM FACE OF TO BEAM, EACH SIDE (10) 10d FROM KING STUD WITH KING STUD EACH SIDE WITH VERTICAL STRAP RAKE CUT BEAM AS REQUIRED RIM JOIST AS OCCURS ON EXTERIOR FACE (2) CS1628 PLATE STRAP DOUBLE TOP PLATE THEN USE (4) 10d NAILS IF (d) EXCEEDS 2•" KING STUD EACH SIDE POST OR STUDS PER PLAN DROPPED BEAM AS OCCURS SCALE 1" = 1'-0" SHEAR TRANSFER 2x STUDS @ 16" o/c MAX. E.N. PER SHEARWALL SCHEDULE FLOOR BEAM PER PLAN FLOOR JOIST PER PLAN WALL SHOWN DASHED ROOF FRAMING PARALLEL TO OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD SHEARWALL PER PLAN E.N. ROOF SHEATHING TRUSSES OR RAFTERS PER PLAN NAIL LEDGER w/ (2) 16d TO EACH STUD 2x BLOCKING SCALE 1" = 1'-0" SHEAR TRANSFER 2x STUDS @ 16" o/c MAX. E.N. PER SHEARWALL SCHEDULE FLOOR JOIST PER PLAN WALL SHOWN DASHED ROOF FRAMING PARALLEL TO OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c E.N. ROOF SHEATHING TO LEDGER TO BLOCKING FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD FLOOR BEAM PER PLAN NAIL LEDGER w/ (2) 16d TO EACH STUD TRUSSES OR RAFTERS PER PLAN SHEARWALL PER PLAN 2x BLOCKING SEE DETAIL 63 SCALE 1" = 1'-0" SHEAR TRANSFER 2x STUDS @ 16" o/c MAX. E.N. PER SHEARWALL SCHEDULE WALL SHOWN DASHED ROOF FRAMING PARALLEL TO OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c E.N. ROOF SHEATHING TO LEDGER FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD NAIL LEDGER w/ (2) 16d TO EACH STUD 2x BLOCKING TRUSSES OR RAFTERS PER PLAN HANGERS PER PLAN FLOOR JOISTS PER PLAN 1 ‚x OR 1ƒx LSL RIM JOIST SHEARWALL PER PLAN SCALE 1" = 1'-0" SHEAR TRANSFER 2x STUDS @ 16" o/c MAX. TYP. TRUSS BLOCKING SCHEDULE WHERE OCCURS SHEARWALL PER PLAN AND E.N. ROOF SHEATHING TO LEDGER FRAMING CONSTRUCTION NOTES E.N. FLOOR PER WOOD E.N. PER SHEARWALL SCHEDULE SEE DETAIL 63 NAIL LEDGER w/ (2) 16d PER STUD RAFTERS OR TRUSSES PER PLAN 2x BLOCKING SHEARWALL PER PLAN FLOOR JOISTS PER PLAN OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c LS50 @ 24" o/c SCALE 1" = 1'-0" DRAG JOIST PER PLAN CONSTRUCTION NOTES @ DRAG JOIST E.N. FLOOR PER WOOD FRAMING FLOOR SHEATHING CS1628 HTS24, MSTA30 OR DRAG @ I-JOIST DRAG THRU FLOOR CONSTRUCTION NOTES, E.N. @ 6" o/c FLOOR SHEATHING PER WOOD FRAMING LAP 16" TO WALL CS16x120" OR STRAP PER PLAN SCALE: NONE BLOCKING TO END OF STRAP (2) 2x TOP PLATE SCALE 1" = 1'-0" FLOOR TO BALLOON WALL FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD FOR CS16 DRILL OR NOTCH 1 •" HOLE 1ƒ" LSL BLOCK BALLOON FRAMED WALL AT LSL BLOCK CS1672 w/ (14) 10d (MIN.) 2x BLOCKING CS1664 OVER (3) BAYS MIN. FULL DEPTH BLOCKING SCALE 1" = 1'-0" COND. A COND. B TYP. FLOOR SHEATHING SPACER OR PER SHEARWALL SCHEDULE SILL ANCHORAGE 16d @ 16" o/c OPENING IN FLOOR ACROSS ENTIRE WIDTH OF OR (1) 3•" WIDE LSL BEAM ONE PIECE LSL RIM JOISTS (2) CONTINUOUS @ RIM JOIST TO TOP PLATE SIMPSON LTP4 @ 32" o/c FLOOR (BEYOND) PLATFORM FRAMED WALL SCALE 1" = 1'-0" DECK TO HOUSE WHERE OCCURS 56 -- 61 -- 63 -- SEE BEARING WALL WHERE OCCURS AS OCCURS FOR ADDITIONAL INFORMATION WHERE OCCURS STUD WALL PER PLANS DIRECTION AS OCCURS FLOOR JOIST PER PLAN FRAMING CONSTRUCTION NOTES E.N. DECK SHEATHING PER WOOD SCREWS @ 16" o/c JOIST DEPTH) w/(2) SDS‚x3 2x LEDGER (MATCH DECK & LUS JOIST HANGERS (U.N.O.) DECK JOISTS PER PLAN SCALE 1" = 1'-0" DRAG ACROSS FLUSH BEAM FLUSH BEAM PER PLAN FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD PER PLAN JOIST OR BEAM OR NOTES HANGERS PER PLAN TOP OF BEAM / JOISTS BEAM, ALTERNATE LOCATION AT ON PLAN, TIE STRAP ACROSS FLUSH CS1628, MSTA30 OR AS NOTED DRAG ACROSS FLUSH BEAM SCALE ƒ" = 1'-0" JOIST OR BEAM PER PLAN WOOD FRAMING CONSTRUCTION NOTES TYP. FLOOR SHEATHING & NAILING PER FLUSH BEAM OR JOIST PER PLAN BLOCKING BETWEEN FLOOR JOISTS HANGERS PER PLAN OR NOTES AND TO BLOCKING ON PLAN TO JOIST OR BEAM CS16120 w/ 10d (MAX) OR AS NOTED SCALE 1" = 1'-0" SQUASH BLOCKS SILL PLATE TOP PLATE CONTINUOUS DOUBLE ABOVE OR 4x STUD TO MATCH PROVIDE MULTIPLE 2x DOUBLE TOP PLATE STUD PER PLAN MULTIPLE 2x OR 4x FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD PLUS ˆth INCH EQUAL TO JOIST DEPTH SQUASH BLOCKS TO BE SQUASH BLOCKS (2) 2x4 OR (1) 2x6 BLOCKING, JOIST, OR RIM SCALE 1" = 1'-0" TRUSSES PER PLAN BALLOON FRAMED STUD WALL w/ (2) 16d @ 24" o.c. 2x6 BLOCKING JOISTS AS OCCURS PER PLAN FLOOR SHEATHING AND FLOOR CONTINUOUS RIM JOIST @ FLOOR FLOOR CONDITION PLATFORM FRAME WALL AT BLOCKING. EDGE NAIL ROOF SHEATHING TO 2x LEDGER & NAILING PER CHART 30' 23' 15' SPAN TRUSS MAX. 2x8 2x6 2x6 SIZE LEDGER MIN. 4 3 2 16" o/c) (16d @ NAILING SIMSPON LUS26 HANGER MONO TRUSS TO WALL AT FLOOR IN LIEU OF SOLID RIM JOIST ALT: TJI 110 RIM SCALE 1" = 1'-0" SILL PLATE FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD BLOCKING, JOIST, OR RIM STUD PER PLAN MULTIPLE 2x OR ABOVE OR SOLID STUD TO MATCH PROVIDE MULTIPLE 2x EA SIDE OF JOIST, RIM, OR BLK FULL HEIGHT WEB STIFFENER ƒ" x 7" OSB TIGHT FITTING TOP PLATE CONTINUOUS DOUBLE THE OSB WEB STIFFENERS BE SUBSTITUTED AND OMIT DETAIL 79 OR 83 MAY WEB STIFFENER @ LOAD INSTRUCTIONS NAIL PER MFGR'S INSTALLATION EA SIDE OF JOIST, RIM, OR BLK FULL HEIGHT WEB STIFFENER ƒ" x 7" OSB TIGHT FITTING SCALE 1" = 1'-0" SQUASH BLOCKS SILL PLATE TOP PLATE CONTINUOUS DOUBLE DOUBLE TOP PLATE FRAMING CONSTRUCTION NOTES FLOOR SHEATHING PER WOOD PLUS ˆth INCH EQUAL TO JOIST DEPTH SQUASH BLOCKS TO BE SQUASH BLOCKS (2) 2x4 OR (1) 2x8 BLOCKING, JOIST, OR RIM STUD PER PLAN MULTIPLE 2x OR ABOVE OR SOLID STUD TO MATCH PROVIDE MULTIPLE 2x SCALE: NONE 1ƒ" WIDE MAX CONTINUOUS I JOIST RIM 1ƒ" MIN BEARING FLOOR JOIST PER PLANLOAD ABV UNDER POST/STUDS 1ƒ" WIDE MAX CONTINUOUS I JOIST RIM LOAD ABV BLOCK UNDER (COMPRESSION) VERTICAL SQUASH (2)2x4 OR 2x8 STUD PER PLAN MULTIPLE 2x OR BLOCK UNDER LOAD ADDITIONAL I-JOIST HORIZ. 4" MAX CENTER OF LOAD OFFSET FROM CENTER OF BLK ALTERNATE BLOCK RIM JOIST & BLOCK 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 S7 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERCOPYRIGHT © 2013 SUNCOAST POST TENSION LTD ALL RIGHTS RESERVED REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERCOPYRIGHT © 2013 SUNCOAST POST TENSION LTD ALL RIGHTS RESERVED PLAN VIEW SECTION A-A PIPE PENETRATION @ EXTERIOR FOOTING PIPE PENETRATION @ INTERIOR FOOTING REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERBEDROOM 3 BEDROOM 2 KITCHEN PATIOCOVERED GATHERINGROOM BATH 2 ENTRY LAUN WIC OWNER'SBATH OWNER'SSUITE 2 CARGARAGE FOYER PORCH CAFE FLEX/OPT. FLEX 2/ OPT. BEDROOM 4 OWNER'SSUITE REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERBEDROOM 3 PORCHPATIOCOVERED OWNER'SSUITE CAFE PATIOCOVERED OWNER'SSUITE CAFE REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERBEDROOM 3 BEDROOM 2 KITCHEN PATIOCOVERED GATHERINGROOM BATH 2 ENTRY LAUN WIC OWNER'SBATH OWNER'SSUITE 2 CARGARAGE FOYER PORCH CAFE FLEX/OPT. FLEX 2/ OPT. BEDROOM 4 OWNER'SSUITE REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERBEDROOM 3 PORCHPATIOCOVERED OWNER'SSUITE CAFE PATIOCOVERED OWNER'SSUITE CAFE REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERCOVEREDPATIO GATHERINGROOM PAN ENTRY 2 CARGARAGE KITCHEN CAFE GATHERINGROOM STORAGE FOYER PORCH POWDER FLEX REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERCOVEREDPATIO GATHERINGROOM PAN ENTRY 2 CARGARAGE KITCHEN CAFE GATHERINGROOM STORAGE FOYER PORCH POWDER FLEX REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERCOVERED PATIO BEDROOM 5 GATHERINGROOM CAFE BA 3 STOR KITCHEN 2 CARGARAGE FOYER FLEX KITCHEN 2 CARGARAGE FOYER FLEX KITCHEN 2 CARGARAGE FOYER FLEX REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SUNCOASTPOST-TENSION LTD.RESERVES ITS COMMONLAW COPYRIGHT TOTHE FINAL DESIGNCONTENT OF THESEDRAWINGS OR PLANS.NO PORTION OF THEDESIGN OR PLANS ARETO BE REPRODUCED,CHANGED, COPIED, ORASSIGNED TO A THIRDPARTY WITHOUT FIRSTOBTAINING THEEXPRESS WRITTENPERMISSION OFSUNCOASTPOST-TENSION LTD.Austin, TX | Dallas, TX | Houston, TX | San Antonio, TX | Seattle, WADenver, CO | Ontario, CA | Phoenix, AZ | Miami, FL | Woodbridge, VALic. #9122091528 East Cedar StreetOntario, California 91761Tel: 909-673-0490A KELLER COMPANYIAN R . WADD E L LC I V ILNo. CO41219 03-31-25 S T A TE OF C A L IF O RNIAREGISTERED P R O F E S S IONA L E NGI NEERCOVERED PATIO BEDROOM 5 GATHERINGROOM CAFE BA 3 STOR KITCHEN 2 CARGARAGE FOYER FLEX KITCHEN 2 CARGARAGE FOYER FLEX KITCHEN 2 CARGARAGE FOYER FLEX REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REVISIONS SHEET remarks27401 Los Altos, Suite 400Mission Viejo, CA 92691480-391-6000Pulte GroupAUTHOR: DATE: JOB NO: JH 6/2/23 22112 date --- --- --- ---Alberhill Ranch - FairfieldLake Elsinore, CA--- --- --- --- SHEET TITLE --- ---Modesto, CA 209-618-4462Fax: 209-846-9796www.califliving.comIf a Builder and/or Subcontractor deviates in anyway fromany design produced by California Living & Energy withoutthe expressed written consent of California Living & Energythen all warranties become null and void.T24.1a ENERGY NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building. California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All sub- contractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures. PLAN 1Builder Services Network 4 ( .'(/'.(, 0'(7(( 2 3 . &5 ! " " ! " # $ %%& & ! ' ( #)& ) * ( (((( !&+ * " ( (,( ) - ( .'(/'. (,.(0 # $ % 1% + &+ & '23 ( ))! *! ( +, " ), /.(-./ *! , 0 , (1 2)34 ) 5 6 ) 3 '"! % 7 . / 3 8 ! $ " 4 #& % 7 . 6)! &)) )9 2. $5 (( 7 . ! +: ! 3 )9 2. $5 - ! ;3 8 .( , 0 )9 2. $5 ,1 # < 3 3 2=5 (5(6 $8 6) 8 6 ) 3 " ! / > " . $> ! 7 ) 3 "! . ! > ? . ) ! 3 )4 ; . 7' . ) ) > ! "; ! . "";) "; )9 %> ! 7 ) 3 "! 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' " (91((91-9$&09( 9$+%9& !)& .. 7. ,5 , ,. !)& #(0 0( (5/5, '( ' , ? @ * (75 5 (7/75.((.(.5 > . ,. (,7 ' 50 ' 5 ! % < 1 # '07/07/ A! 3 .. ' " (91((91-91 &-9$% 9&&9+0 423-P010092908A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ( .'(/'.(, 0'(7(( 2 3 ( . &5 ! " " ! " # $ %%& & ! ' ( #)& ) * ( (((( !&+ * " ( (,( ) - ( .'(/'. (,.(0 #@ 8 @ )) ! 3 2B6 4. $ ' 5 "!) ! 3 2B6 4. $ ' 5 " 3 2B6 4. $ ' 5 3 3 > 3 #!! 8 0 7 '(55 '/ 0 8 $7 , '5 ' , ! 3 #!! 8 0 7(/'(,.'/77 8 $7 ,.'50 ' / > 3 #!! 8 0 70 '( '0 / 8 $7 , ',7 ' 0 5 A! 3 #!! 8 0 7(7 '(,/'/5, 8 $7 ,. '55 ' / 7 - ? 9 & *: $ ? 9& *: $ 423-P010092908A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ( .'(/'.(, 0'(7(( 2 3 - . &5 ! " " ! " # $ %%& & ! ' ( #)& ) * ( (((( !&+ * " ( (,( ) - ( .'(/'. (,.(0 8 8 @ + %4 % + % + % '" % & % ! & % + ) %& % + &) )" + 4 #1 #1. 8 &) + ! =@ 9@??: =? 8 " =F&+ + =B %4 =* % =* % % #+ =1 %%&& > #1B =* % + )) + &)& = & 3 = & & & )& &% & 3 68 # 8 $%&(+- ) ) 2. $5 7 . / 3 8 ! 7 . 6)! 7 . , ! 7 . * 3 '!! 7 . A 3 '!! , ( , $%&D (+- , , '"* '! , 2. $5 ;39 3 3>A 3 '! ! # * # ,, > ! 4 C8 8 $%&(+-0 , ! < > #!! 2. $5 A )/ ) 2.$5 2)35 >'/ > G 5($&3 .0( 5 ,( + >'/ > G 7(+.,0 .7 ,( 1 >'/ > G (15( ,( 2 % >'/ > G ,(2 %/, /,( 423-P010092908A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REVISIONS SHEET remarks27401 Los Altos, Suite 400Mission Viejo, CA 92691480-391-6000Pulte GroupAUTHOR: DATE: JOB NO: JH 6/2/23 22112 date --- --- --- ---Alberhill Ranch - FairfieldLake Elsinore, CA--- --- --- --- SHEET TITLE --- ---Modesto, CA 209-618-4462Fax: 209-846-9796www.califliving.comIf a Builder and/or Subcontractor deviates in anyway fromany design produced by California Living & Energy withoutthe expressed written consent of California Living & Energythen all warranties become null and void.T24.1b ENERGY NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building. California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All sub- contractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures. PLAN 1Builder Services Network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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ( .'(/'.(, 0'(7(( 2 3 . &5 ! " " ! " # $ %%& & ! ' ( #)& ) * ( (((( !&+ * " ( (,( ) - ( .'(/'. (,.(0 68 # * * $%&( C ' ! ! 2C5 3> ; "' ! 6 ) 3 ; " B3 ( ( 8 8 A # @ $%&(+-0 1 '! '" ! 7 '"A 7 . 8 ! 3 '! " ! 7 * . A 2E5 > ! & > 9 >: ! > > 9: A $%&(+-0 1 $% 3 '" B '"E . 8 ! B * 9 23 5 3 .. ' '" .. ') " '" " 3 B ! ; 2 4:5 )7' !! ;' .. ! 9 3 / B > - # ? ( 1 (,.$ (((((( A # * $%&(+- " ! " 3 " ! 7 " ! 7 '" >/ A ;' > ! ' 8 8 8 8 8 423-P010092908A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ( .'(/'.(, 0'(7(( 2 3 % . &5 ! " " ! " # $ %%& & ! ' ( #)& ) * ( (((( !&+ * " ( (,( ) - ( .'(/'. (,.(0 * 68 * $%&(+-0 1 B3 * . B3 3 2=5 * . ) * . ) ! 3 6 ) ! " ' 6 ) ! / B3 ) / B3 ! ' ) ) " ! '+ ' M /( 8 8 8 # 3 8 * @ $%& '" / 2A!4 5 * # 1 * # 1( / * # 1 '+ '% * @ * $% * . ) A /? ) .. ' 2A!4 5 * # 1 '+ '% 8 ( / C8 @ 2C5 $%&(+-0 1 / 3 8 . / 2 5 .. ' 2A4 5 C '" )! 4 3' ;'F C ;' .. ; !! )! ) !" 'F * . ! !1 ? @* ) '7((., 5 $& M 05 7M 423-P010092908A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ( .'(/'.(, 0'(7(( 2 3 & . &5 ! " " ! " # $ %%& & ! ' ( #)& ) * ( (((( !&+ * " ( (,( ) - ( .'(/'. (,.(0 8 8G ? & % + + # %& % #)& & && &) & + & + ! #) ! # ! # %& ? %& 9?% ))& : # ! L)+ 6 G ? & % + %4 ) % ) N ; + 4 % + ! % #% ? " . % + $ % # && ) ) % + % + # %& % #)& ? & % + + % ) %& ) &%& % + # %& % #)& &% + 8 % ; 0 % + #% # % .+ % % % + # %& % #)& & 4+ + % )" + ))& &)& & ; 43+ ; &&; ) ) &%& + %& & % ))" 4+ + ) ))& ) ) ! #) ! 2& # ! L)+ RJ Sains Heritage Energy Group, LLC 05/31/2023 470 Wald Irvine, CA 92618 949-584-1052 Kevin Paul Pulte Group, Inc. - Southern CA 06/02/2023 27101 Puerta Real, Suite 300 * Mission Viejo, CA 92691 (949) 330-8591 423-P010092908A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REVISIONS SHEET remarks27401 Los Altos, Suite 400Mission Viejo, CA 92691480-391-6000Pulte GroupAUTHOR: DATE: JOB NO: JH 6/2/23 22112 date --- --- --- ---Alberhill Ranch - FairfieldLake Elsinore, CA--- --- --- --- SHEET TITLE --- ---Modesto, CA 209-618-4462Fax: 209-846-9796www.califliving.comIf a Builder and/or Subcontractor deviates in anyway fromany design produced by California Living & Energy withoutthe expressed written consent of California Living & Energythen all warranties become null and void.T24.2a ENERGY NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building. California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All sub- contractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures. PLAN 2Builder Services Network 4 (.'(/'.(,6'(7(( 2 3 . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. # $ % 0% + &+ & '12 ( ))! *! ( +, " ),/.(-./ *! , 0 , (1 2)34 ) 5 6 ) 3 '"! % 7 . / 3 8 ! $ " 3 # & % 7 . 6)!/ &)) )9 2. $5 (( 7 . ! +: ! 3 )9 2. $5 - ! ;3 8 .(, 0 )9 2. $5 4/ 1 # < 3 3 2=5 .(5 $8 6) 8 6 ) 3 " ! / > " . $> ! 7 ) 3 "! . ! > ? . ) ! 3 )4 ; . 7' . ) ) > ! "; ! . "";) "; )9 %> ! 7 ) 3 "! " ! !>/ 7 / 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 $ . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. #@ # # 3' ! 3 3!" 3 ! 3' 25 .. ' 2$.. '5 $ 2$ 5 3' 25 .. ' 2$.. '5 $ 2$ 5 )) ! 3 .6 .66 "!) ! 3 > 3 .( (64 6( ! 3 . 66 46 (.( > 3 .(/.,4 6/77 7 (. A! 3 ,.66 6,/(4 8 % %%& & & )" 2 " ) %%& 8) & %%& & ) &+ )+"& 9*: .$ &) 3+ & ; %%& & &)& + 8 < + & =! * #)& .4/ 2>& =) * #)& !& + 9.4/ 2>&: 9.4/ 2>&: !+ 9.4/ 2>&: > 9.4/ 2>&: 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 ( . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. #@ 8 @ )) ! 3 2B6 4. $ ' 5 "!) ! 3 2B6 4. $ ' 5 " 3 2B6 4. $ ' 5 3 3 > 3 #!! 8 .66 .'(./'/ 8 $/67 7(7 ''( ! 3 #!! 8 .66 4 '(74 '/ 6 8 $/67 7 ,'4'74 > 3 #!! 8 .66 '(/4 ' (. 8 $/67 76 ' ' ( A! 3 #!! 8 .66 ( '(4 '/ 8 $/67 466 '('7 - ? 9 & *: $ ? 9& *: $ 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 1 . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. 4 # , # $%&(+-0 1 $%& '" . < >A )> 2.5 3> 2.5 9 2.$5 8 .8 . ## : >) 3 >3 >3 >$&2 6(4((,0#(0#$ !& >3 >3 >$&2 6(4 /.((,0#(0#$ !& >30J >3 + >+7(6/(,0#(0#$ !& !- >3 + >+7(4 (,0#(0#$ !& >3 .>3 0 >0(/(,0#(0#$ !& >3 >3 > $&2 6( (,0#(0#$ !& >30J >3 > $&2 6(/ ( (,0#(0#$ !& >3 />3 + > +7(/(,0#(0#$ !& >3 4 >3 0 > 0( ((,0#(0#$ !& >30J .>3 0 > 0(,(,0#(0#$ !& >3 7 >3 1 % > 1 %,(((,0#(0#$ !& >30J >3 1 % > 1 %,(((,0#(0#$ !& C8 $%& ) . 6 ) 3 2. $5 8 . 0 > (( 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REVISIONS SHEET remarks27401 Los Altos, Suite 400Mission Viejo, CA 92691480-391-6000Pulte GroupAUTHOR: DATE: JOB NO: JH 6/2/23 22112 date --- --- --- ---Alberhill Ranch - FairfieldLake Elsinore, CA--- --- --- --- SHEET TITLE --- ---Modesto, CA 209-618-4462Fax: 209-846-9796www.califliving.comIf a Builder and/or Subcontractor deviates in anyway fromany design produced by California Living & Energy withoutthe expressed written consent of California Living & Energythen all warranties become null and void.T24.2b ENERGY NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building. California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All sub- contractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures. PLAN 2Builder Services Network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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 $ . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. A # @ $%&(+-0 1 '! '" ! 7 '"A 7 . 8 ! 3 '! " ! 7 * . A 2E5 > ! & > 9 >: ! > > 9: A 8 $%&(+-0 E . 8 ! B * 9 23 5 " 6 ) " ) B > 4/+ + L 4/ . /( #$HH- HH HH- HH HH- HH A # * $%&(+- " ! " 3 " ! 7 " ! 7 '" >/ A ;' > ! ' 8 8 8 8 8 # @ $%&(+-0 1 '! '" 3 8 3 ? " 3 8 3 ? " ! 7 ? ) >! '" * # & + #) # #) * # 0 ! ! &2 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 % . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. * # 8 @ $%& '! '" 7 . 8 ! 3 .. ' #) # %& 0 ',/ * # 8 @ $%&(+-0 1 '! '" 7 . 8 !.. ' .. ' 4$4 .. ' 4$, ' ) !") "!! * . # #) # ) # ! //N # ! !) # #) '+ '& * # * $%&(+ * . ) . / . / 3* . ) 4$* . ) $* . ) . 3 >3 # #) '+ '& 8 7/ 8 8 8 * 68 @ $%&(+-0 1 $ '"! 3 '" !9 ; . 6'"!! B3 * . "" ' "" ' "" ' ! & &'* % '4 '4 & & $ ) & ! '+ ' 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 & . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. * 68 * $%&(+-0 1 B3 * . B3 3 2=5 * . ) * . ) ! 3 6 ) ! " ' 6 ) ! / B3 ) / B3 ! ' ) ) " ! '+ ' I /( 8 8 8 # 2 8 * @ $%& '" / 2A!4 5 * # 0 * # 0( / * # 0 '+ '% * @ * $% * . ) A /? ) .. ' 2A!4 5 * # 0 '+ '% 8 ( / C8 @ 2C5 $%&(+-0 1 / 3 8 . / 2 5 .. ' 2A4 5 C '" )! 4 3' ;'F C ;' .. ; !! )! ) !" 'F * . ! !0 ? @* )((./ + I 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 (.'(/'.(,6'(7(( 2 3 ( . (5 ! " " ! " # $ %%& & ! ' ( #)& ) * ((((( !&+ * " ((,( ) - (.'(/'. (,/. 8 8G ? & % + + # %& % #)& & && &) & + & + ! #) ! # ! # %& ? %& 9?% ))& : # ! N)+ 6 G ? & % + %3 ) % ) O ; + 3 % + ! % #% ? " . % + $ % # && ) ) % + % + # %& % #)& ? & % + + % ) %& ) &%& % + # %& % #)& &% + 8 % ; 4 % + #% # % .+ % % % + # %& % #)& & 3+ + % )" + ))& &)& & ; 32 + ; && ; ) ) &%& + %& & % ))" 3+ + ) ))& ) ) ! #) ! 1& # ! N)+ RJ Sains Heritage Energy Group, LLC 05/31/2023 470 Wald Irvine, CA 92618 949-584-1052 Kevin Paul Pulte Group, Inc. - Southern CA 06/02/2023 27101 Puerta Real, Suite 300 * Mission Viejo, CA 92691 (949) 330-8591 423-P010092910A-000-000-0000000-0000 06/02/2023 14:47 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REVISIONS SHEET remarks27401 Los Altos, Suite 400Mission Viejo, CA 92691480-391-6000Pulte GroupAUTHOR: DATE: JOB NO: JH 6/2/23 22112 date --- --- --- ---Alberhill Ranch - FairfieldLake Elsinore, CA--- --- --- --- SHEET TITLE --- ---Modesto, CA 209-618-4462Fax: 209-846-9796www.califliving.comIf a Builder and/or Subcontractor deviates in anyway fromany design produced by California Living & Energy withoutthe expressed written consent of California Living & Energythen all warranties become null and void.T24.3a ENERGY NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building. California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All sub- contractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures. PLAN 3Builder Services Network 4 ) ()())/ 0) ()/ )) 2 3 . +5 ! " " !" # $ % ! !&&' ' " ( ) $*' * + ) )))) "', + # ) )-) * . ) ()() )/ 0 # $ % 1& , ', & '23 ! ( ))! *! ) +, " )- 0)-./ *! ! - 0 , )1 2)34 ) 5 6 ) 3 '"" & 7 . / 3 8 ! $ " 4 $' % 7 . 6)!0 &)) )9 2. $5 )( 7 . ! +: ! 3 )9 2. $5 - ! ;3 8 .) - 0 )9 2. $5 / 1 # < 3 3 2=5 5)6 $8 6) 8 6 ) 3 " ! / > " . $> ! 7 ) 3 "! . ! > ? . ) ! 3 )4 ; . 7' . ) ) > ! "; ! . "";) "; )9 %> ! 7 ) 3 "! " ! !>/ 7 / 423-P010041798A-000-000-0000000-0000 03/10/2023 15:44 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ) ()())/ 0) ()/ )) 2 3 $ . +5 ! " " !" # $ % ! !&&' ' " ( ) $*' * + ) )))) "', + # ) )-) * . ) ()() )/ 0 #@ # # 3' ! 3 3!" 3 ! 3' 25 .. ' 2$.. '5 $ 2$ 5 3' 25 .. ' 2$.. '5 $ 2$ 5 )) ! 3 / 0 /7 "!) ! 3 > 3 -0 /7 7 /7 /0 ! 3 /7 5-)) > 3 )/-0 75 7 A! 3 ) ) / 7/ ) 8 % !&&' ' ! ' *# 3 # * &&' 8* ! ' &&' ' * ', *,#' 9+: % '* 4, ' ; &&' ' '*' , 8 < , ' =" + $*' 5/ 3>' 423-P010041798A-000-000-0000000-0000 03/10/2023 15:44 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 4 ) ()())/ 0) ()/ )) 2 3 & . +5 ! 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" " !" # $ % ! !&&' ' " ( ) $*' * + ) )))) "', + # ) )-) * . ) ()() )/ 0 #@ 8 @ )) ! 3 2B6 4. $ ' 5 "!) ! 3 2B6 4. $ ' 5 " 3 2B6 4. $ ' 5 3 3 > 3 #!! 8 /()7 ( / 8 $07 557 ()-0 (55 ! 3 #!! 8 -7 ()55 ( -5 8 $07 75 ( ( 07 > 3 #!! 8 /()0 (- 8 $07 7) (( 7 A! 3 #!! 8 70 () ( 8 $07 5- ( ( . !? ! 9 ' +: % !? ! 9' +: % 423-P010041798A-000-000-0000000-0000 03/10/2023 15:44 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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his document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES REVISIONS SHEET remarks27401 Los Altos, Suite 400Mission Viejo, CA 92691480-391-6000Pulte GroupAUTHOR: DATE: JOB NO: JH 6/2/23 22112 date --- --- --- ---Alberhill Ranch - FairfieldLake Elsinore, CA--- --- --- --- SHEET TITLE --- ---Modesto, CA 209-618-4462Fax: 209-846-9796www.califliving.comIf a Builder and/or Subcontractor deviates in anyway fromany design produced by California Living & Energy withoutthe expressed written consent of California Living & Energythen all warranties become null and void.T24.3b ENERGY NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building. California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All sub- contractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures. PLAN 3Builder Services Network 4 ) ()())/ 0) ()/ )) 2 3 . +5 ! " " !" # $ % ! !&&' ' " ( ) $*' * + ) )))) "', + # ) )-) * . ) ()() )/ 0 C8 8 8 $%&D (+-0 ! . '" ! '" 3 ; ' ; 4 : ! ; 8 .!!7 ' '! ( > G ! >> 1 > 5 K 5 L $( ))0 ? 1, . * % $# 1 ( 5 ", , ? ( ", , ! 1, " , ' "'' ( > G ! >> 1 > K 5 L $( ))57 ? 1, . * % $# 1 ( ", , ? 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This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES T24.1a Job Number: T24.MM Mandatory Measures 16 Low-Rise Residential Mandatory Measures Summary ngs subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach on for more information. *Exceptions may apply. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft² or less when tested per ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.* nestration products must have a label meeting the requirements of § 10-111(a). ted exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-B for compliance and must be caulked and/or weatherstripped. * All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, weather stripped. ertification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. equirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). ducts Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. ier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043. 9 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached ng adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited ulation either above or below the roof deck or on top of a drywall ceiling.* sulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. on. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U-factor of 0.074 or e non-framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a assembly.* Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.* sulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without eater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). der. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). der. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all all exterior walls, vented attics, and unvented attics with air-permeable insulation. Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a actor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.* liances, and Gas Log Measures: ors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area ed with a readily accessible, operable, and tight-fitting damper or combustion-air control device.* . Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.* Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of are prohibited. ting, and Plumbing System Measures: . Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated ust be certified by the manufacturer to the Energy Commission.* ency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.* Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters ntrols that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the rature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for heating is higher than the cut-off temperature for supplementary heating.* . All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a mostat.* ng Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must elease valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § ves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs gs on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appli- t an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.* oling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment ications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA ng design conditions specified in § 150.0(h)2. 2016 Low-Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer’s instructions. § 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. § 150.0(j)2A: Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.* § 150.0(j)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non-crushable casing or sleeve.* § 150.0(j)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.0(j)2A. Distribution piping for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 120.3-A.* § 150.0(j)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150.0(j)3A: Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.0(j)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. § 150.0(n)1: Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.* § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non-porous layer between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)11and Reference Residential Appendix RA3. § 150.0(m)12: Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0(m)12. Low-Rise Residential Mandatory Measures Summary zing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable e a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the The space conditioning system must also demonstrate airflow ≥ 350 CFM per ton of nominal cooling capacity through the return r-handling unit fan efficacy ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with dential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central ms.* ndoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor ation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of building ventilation. on and Diagnostic Testing. Whole-building ventilation airflow must be confirmed through field verification and diagnostic dance with Reference Residential Appendix RA3.7. ment Measures: Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency h the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater g the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric ng.* l or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated rn lines, or built-in or built-up connections to allow for future solar heating. r pools or spas that have a heat pump or gas heater must have a cover. ts and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that mps to be set or programmed to run only during off-peak electric demand periods. ural gas pool and spa heaters must not have a continuously burning pilot light. nd Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow s, and valves.* ols and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements cy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must e Energy Commission according to Reference Joint Appendix JA8. acy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. l Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or st be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or ol. nlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) age; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for ature must be installed by final inspection in all recessed downlight luminaires in ceilings. asts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than ermanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no ts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled ors. al to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) pplicable requirements of § 150.0(k).* minaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix naires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8-2016-E.” es and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. es and Controls. Exhaust fans must be switched separately from lighting systems.* es and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually d OFF. es and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions. es and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with es and Controls. Lighting controls must comply with the applicable requirements of § 110.9. es and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: mmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § ets all other requirements in § 150.0(k)2. es and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the ions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § other requirements in § 150.0(k)2. es and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it ctionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low-Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS). § 150.0(k)3B: Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. § 150.0(k)6A: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. § 150.0(k)6B: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: § 110.10(a)1: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multi-family Buildings. Low-rise multi-family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). § 110.10(b)1: Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.* § 110.10(b)2: Orientation. All sections of the solar zone located on steep-sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as “For Future Solar Electric”. 2016 Low-Rise Residential Mandatory Measures Summary E: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach d. Review the respective section for more information. *Exceptions may apply. ginal 08/2016) ding Envelope Measures: 0.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft² or less when tested per NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.* 0.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). 0.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstripped. * 0.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. 0.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. 0.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). 0.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. 0.8(j): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. 0.0(a): Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.* 0.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. 0.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U-factor of 0.074 or less). Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* 0.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.* 0.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). 0.0(g)1: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). 0.0(g)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. 0.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.* places, Decorative Gas Appliances, and Gas Log Measures: 0.0(e)1A: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. 0.0(e)1B: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.* 0.0(e)1C: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.* 0.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. ce Conditioning, Water Heating, and Plumbing System Measures: 0.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.* 0.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.* 0.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.* 0.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.* 0.3(c)5: Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. 0.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. 0.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.* 0.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. 2016 Low-Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer’s instructions. § 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must hav R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. § 150.0(j)2A: Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following mus be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.* § 150.0(j)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proo and non-crushable casing or sleeve.* § 150.0(j)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.0(j)2A. Distribution piping for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 120.3-A.* § 150.0(j)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150.0(j)3A: Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.0(j)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have Class I or Class II vapor retarder. § 150.0(n)1: Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portion of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) o a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the combination of mastic and either mesh o tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.* § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, o plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non-porous layer between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)11and Reference Residential Appendix RA3. § 150.0(m)12: Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0(m)12. 2016 Low-Rise Residential Mandatory Measures Summary (m)13: Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The space conditioning system must also demonstrate airflow ≥ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air-handling unit fan efficacy ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced air systems.* o): Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole-building ventilation. (o)1A: Field Verification and Diagnostic Testing. Whole-building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. nd Spa Systems and Equipment Measures: (a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* (b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. (b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. (b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. : Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. (p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.* g Measures: : Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.* (e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. (k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. (k)1B: Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. (k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downlight luminaires in ceilings. (k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. (k)1E: Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. (k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).* (k)1G: Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply with Reference Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix JA8.* (k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8 -2016-E.” (k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. (k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.* (k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. (k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions. (k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). (k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. (k)2G: Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(f); and meets all other requirements in § 150.0(k)2. (k)2H: Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. (k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low-Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS). § 150.0(k)3B: Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. § 150.0(k)6A: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. § 150.0(k)6B: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: § 110.10(a)1: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multi-family Buildings. Low-rise multi-family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). § 110.10(b)1: Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.* § 110.10(b)2: Orientation. All sections of the solar zone located on steep-sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as “For Future Solar Electric”. 2016 Low-Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. *Exceptions may apply. (Original 08/2016) Building Envelope Measures: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft² or less when tested per NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.* § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstripped. * § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. § 110.8(j): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U-factor of 0.074 or less). Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.* § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(g)1: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). § 150.0(g)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.* Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1B: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.* § 150.0(e)1C: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.* § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.* § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.* § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.* § 110.3(c)5: Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.* § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. 2016 Low-Rise Residential Mandatory Measures S § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance o dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line fil manufacturer’s instructions. § 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on § 150.0(j)2A: Water piping and cooling system line insulation. For domestic hot water system piping, whether bur be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipe nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation syst piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot kitchen fixtures.* § 150.0(j)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below and non-crushable casing or sleeve.* § 150.0(j)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as piping for steam and hydronic heating systems or hot water systems must meet the requirements in TA § 150.0(j)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moist § 150.0(j)3A: Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoo aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provid cause degradation of the material. § 150.0(j)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located ou Class I or Class II vapor retarder. § 150.0(n)1: Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling un 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent w termination and the space where the water heater is installed; a condensate drain that is no more than water heater, and allows natural draining without pump assistance; and a gas supply line with a capacit § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements o § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated Corporation (SRCC) or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the Calif contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulatio § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must be installed, sealed, and insulate §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standard of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 ( a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verifica (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastene mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the c tape must be used. Building cavities, support platforms for air handlers, and plenums designed or cons sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavitie ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requ connections, and closures; joints and seams of duct systems and their components must not be sealed tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requireme mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either manually operated dampers in all openings to the outside, except combustion inlet and outlet air openin § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, mo wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by alu plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is wate solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non-porous layer between the § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct system occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verifica accordance with § 150.0(m)11and Reference Residential Appendix RA3. § 150.0(m)12: Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding conditioning component, except evaporative coolers, must be provided with air filter devices that meet t pressure drop, and labeling requirements of § 150.0(m)12. 2016 Low-Rise Residential Mandatory Measures Summary § 150.0(m)13: Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The space conditioning system must also demonstrate airflow ≥ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air-handling unit fan efficacy ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced air systems.* §150.0(o): Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole-building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole-building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: § 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.* Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.* § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. § 150.0(k)1B: Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downlight luminaires in ceilings. § 150.0(k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. § 150.0(k)1E: Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).* § 150.0(k)1G: Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply with Reference Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix JA8.* § 150.0(k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8-2016-E.” § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.* § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. § 150.0(k)2G: Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(f); and meets all other requirements in § 150.0(k)2. § 150.0(k)2H: Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. § 150.0(k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low-Rise Residential Mandatory Measures Sum § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one lumi be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallw § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting syst § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the req § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch EMCS). § 150.0(k)3B: Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private pati and porches; and outdoor lighting for residential parking lots and residential carports with less than eight veh either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lig § 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4 § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a to vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or mu power as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. § 150.0(k)6A: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residen common area in a single building equals 20 percent or less of the floor area, permanently installed lighting fo building must be high efficacy luminaires and controlled by an occupant sensor. § 150.0(k)6B: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residen common area in a single building equals more than 20 percent of the floor area, permanently installed lightin i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lightin 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed path Solar Ready Buildings: § 110.10(a)1: Single Family Residences. Single family residences located in subdivisions with ten or more single family r application for a tentative subdivision map for the residences has been deemed complete by the enforcemen requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multi-family Buildings. Low-rise multi-family buildings must comply with the requirements of § 11 § 110.10(b)1: Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must c ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requir jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet an each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet ea greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the of another structure located within 250 feet of the building, or on covered parking installed with the building p than 15 percent of the total roof area of the building excluding any skylight area.* § 110.10(b)2: Orientation. All sections of the solar zone located on steep-sloped roofs must be oriented between 110 deg § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, arc mounted equipment.* § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zon distance, measured in the horizontal plane, of the height difference between the highest point of the obstruct the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, th dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location for inverters and meterin routing of conduit from the solar zone to the point of interconnection with the electrical service (for single fam interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for th breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) main circuit location; and permanently marked as “For Future Solar Electric”. 2019 Low-Rise Residential Mandatory Measures Summary dential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach pective section for more information. *Exceptions may apply. Measures: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm per square foot or less when tested per NFRC-400, ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.* Labeling. Fenestration products and exterior doors must have a label meeting the requirements of Section 10-111(a). Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather stripped.* Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. nsulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). nsulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of Section 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached nsulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited o placing insulation either above or below the roof deck or on top of a drywall ceiling.* Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less, (R-19 in 2x6 or U-factor of 0.074 or less). Opaque non-framed assemblies must have an overall assembly U- actor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly. Masonry walls must meet Table 150.1-A or B.* Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.* Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without acings no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV ght deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor etarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all nsulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.* ve Gas Appliances, and Gas Log Measures: Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.* Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.* , Water Heating, and Plumbing System Measures: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.* HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-K.* Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the ut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for ompression heating is higher than the cut-off temperature for supplementary heating.* Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a etback thermostat.* Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)4. solation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.* Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. 2019 Low-Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have a minimum of R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. § 150.0(j)2A: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions must have a minimum insulation wall thickness of 1 inch or a minimum insulation R-value of 7.7: the first 5 feet of cold water pipes from the storage tank; all hot water piping with a nominal diameter equal to or greater than 3/4 inch and less than 1 inch; all hot water piping with a nominal diameter less than 3/4 inch that is: associated with a domestic hot water recirculation system, from the heating source to storage tank or between tanks, buried below grade, and from the heating source to kitchen fixtures.* § 150.0(j)3:Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind as required by Section 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: A dedicated 125 volt, 20 amp electrical receptacle that is connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG copper branch circuit, within 3 feet from the water heater without obstruction. Both ends of the unused conductor must be labeled with the word “spare” and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker for the branch circuit and labeled with the words “Future 240V Use”; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu per hour. § 150.0(n)2:Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with California Mechanical Code (CMC) Section 604.0. If a contractor installs the insulation, the contractor must certify to the customer in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet the requirements of the CMC Section 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 or a minimum installed level of R-4.2 when ducts are entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Portions of the duct system completely exposed and surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area.* § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10:Porous Inner Core Flex Duct. Porous inner core flex ducts must have a non-porous layer between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)11 and Reference Residential Appendix RA3. § 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a 2 inch depth or can be 1 inch if sized per Equation 150.0-A. Pressure drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service.* §150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.* 2019 Low-Rise Residential Mandatory Measures Summary entilation and Indoor Air Quality: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. Single Family Detached Dwelling Units. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow provided at rates determined by ASHRAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in § 150.0(o)1C. Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced ystem is not used, all units in the building must use the same system type and the dwelling-unit envelope leakage must be ≤ 0.3 CFM at 50 Pa 0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8. Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units must be balanced to provide entilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B. All unit airflows must be within 20% of the unit with the lowest airflow rate as it relates to the individual unit’s minimum required airflow rate needed for compliance. Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASHRAE 62.2. Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified in accordance with Reference Residential Appendix RA3.7. Kitchen range hoods must be verified in accordance with Reference Residential Appendix RA3.7.4.3 to confirm it is ated by HVI to comply with the airflow rates and sound requirements as specified in Section 5 and 7.2 of ASHRAE 62.2. ms and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency hat complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric esistance heating.* Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow ate, piping, filters, and valves.* Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.* Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or an speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) abeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be ontrolled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 lumens. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).* Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.* Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated emperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to omply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. nterior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. nterior Switches and Controls. Exhaust fans must be controlled separately from lighting systems.* nterior Switches and Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually urned ON and OFF.* nterior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions. nterior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is installed to omply with § 150.0(k). nterior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. 2019 Low-Rise Residential Mandatory Measures Summary § 150.0(k)2G: Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if it: provides functionality of the specified control according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.0(e); and meets all other requirements in § 150.0(k)2. § 150.0(k)2H:Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. § 150.0(k)2I:Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by an occupant sensor or a vacancy sensor providing automatic-off functionality. If an occupant sensor is installed, it must be initially configured to manual-on operation using the manual control required under Section 150.0(k)2C. § 150.0(k)2J:Interior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appendix JA8 requirements for dimming, and that are not controlled by occupancy or vacancy sensors, must have dimming controls.* § 150.0(k)2K:Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling-installed lighting systems. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either § 150.0(k)3Aii (photocell and either a motion sensor or automatic time switch control) or § 150.0(k)3Aiii (astronomical time clock), or an EMCS. § 150.0(k)3B: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private patios, entrances, balconies, and porches; and residential parking lots and carports with less than eight vehicles per site must comply with either Section 150.0(k)3A or with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, any outdoor lighting for residential parking lots or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by Section 150.0(k)3B or Section 150.0(k)3D must comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. § 150.0(k)6A: Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be comply with Table 150.0-A and be controlled by an occupant sensor. § 150.0(k)6B: Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting for the interior common areas in that building must: i.Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii.Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: § 110.10(a)1: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2:Low-rise Multifamily Buildings. Low-rise multi-family buildings that do not have a photovoltaic system installed must comply with the requirements of § 110.10(b) through § 110.10(d). § 110.10(b)1: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. The solar zone requirement is applicable to the entire building, including mixed occupancy.* § 110.10(b)2:Azimuth. All sections of the solar zone located on steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) must be provided to the occupant. § 110.10(e)1:Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric”. 2022 Single-Family Residential Mandatory Requirements Summary § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. * § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. § 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. * § 150.0(j)2: Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. * § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. § 150.0(o)1G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi. * § 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating. * § 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. * Lighting: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9. * § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k). * 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. * § 150.0(k)2A: Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. * § 150.0(k)2B: Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. § 150.0(k)2D: Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. § 150.0(k)2E: Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. § 150.0(k)2F: Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall-mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: § 110.10(a)1: Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. * § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. * § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(s) Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. § 150.0(t) Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(u) Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(v) Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” *Exceptions may apply. 2022 Single-Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. § 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). § 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. * § 150.0(e)3: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. * Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the California Energy Commission. * § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. * § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * § 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * § 110.3(c)3: Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. § 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 1 6/5/2023 MC PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- MC CLE 03/20/2023 AS NOTED 29266 REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander ---- M-0.1 MECHANICAL NOTES AND DETAILS MECHANICAL GENERAL NOTESABBREVIATIONS ABBR.DISCRIPTION Ø, DIA.DIAMETER #POUND/NUMBER &AND @ AT %PERCENT ΔP PRESSURE DIFFERENTIAL ΔT TEMPERATURE DIFFERENTIAL °F DEGREE OF FAHRENHEIT ɸ/PH PHASE (ELECTRICAL) ±PLUS OR MINUS A.P.ACCESS PANEL ABV ABOVE AD AUTOMATIC DAMPER ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AHU AIR HANDLING UNIT ALT ALTERNATE BD BAROMETRIC DAMPER BDD BACKDRAFT DAMPER BEL BELOW BLK'G BLOCKING BOT BOTTOM BTUH BRITISH THERMAL UNITS CC COOLING COIL CD CONDENSING DRAIN CEF CEILING EXHAUST FAN CSF CEILING SUPPLY FAN CFM CUBIC FEET PER MINUTE CHK VLV CHECK VALVE CLG CEILING CONC CONCRETE CONT CONTINUOUS COP COEFFICIENT OF PERFORMANCE CTG CEILING TRANSFER GRILLE CU CONDENSING UNIT D PENNY NAIL DBL DOUBLE DEG DEGREES DET DETAIL ABBR.DISCRIPTION (E)EXISTING EA EACH EDB ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN ELEC ELECTRIC EQ EQUAL EWB ENTERING WET BULB EXH EXHAUST EXH A EXHAUST AIR EXH DCT EXHAUST AIR DUCT F FURNACE FAU FORCED AIR UNIT F/CC FURNACE & COIL FLX DCT FLEX DUCT FJ FLOOR JOIST FLR FLOOR FOW FACE OF WALL FPM FEET PER MINUTE FT FOOT FT'G FOOTING GA GAUGE GALV GALVANIZED GPM GALLON PER MINUTE HOR HORIZONTAL HP HORSE POWER HSPF HEATING SEASONAL PERFORMANCE FACTOR HTG HEATING IAEWB INDOOR AIR ENTERING WET BULD IN.INCH ∠ANGLE, STEEL LBS POUNDS MSD MULTI-SHUTTER DAMPER MAX MAXIMUM MBH BTUH/1,000 MCA MINIMUM CIRCUIT AMPACITY MD MANUAL DAMPER MIN MINIMUM MOCP MAXIMUM OVER CURRENT PROTECTION (N)NEW N/A NOT APPLICABLE N.C.NORMALLY CLOSED N.I.M.C NOT IN MECHANICAL CONTRACT N.O.NORMALLY OPEN ABBR.DISCRIPTION OADB OUTSIDE AIR DRY BULB OBD OPPOSED BLADE DAMPER OC ON CENTER OH OVERHEAD OP OPERATING OSA OUTSIDE (FRESH) AIR P.O.C.POINT OF CONNECTION PBD PARALLEL BLADE DAMPER PH PHASE PSF POUNDS per Sq. Ft. PSI POUNDS per Sq. In. REQ'D REQUIRED RL REFRIGERANT LIQUID RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION RET RETURN 'RA RETURN AIR RAD RETURN AIR DUCT RGD DCT RIGID DUCT S.M.SHEET METAL SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SQ SQUARE STD STANDARD Sq In SQUARE INCH SPLY SUPPLY SA SUPPLY AIR SAD SUPPLY AIR DUCT T, T-STAT THERMOSTAT TCP TEMPERATURE CONTROL PANEL TDR TIME DELAY RELAY THK THICK TYP TYPICAL UNO UNLESS OTHERWISE NOTED VERT VERTICAL VTR VENT TO ROOF VTW VENT TO WALL W/WITH W/O WITHOUT WH WATER HEATER WT WEIGHT WTG WALL TRANSFER GRILLE XFMR TRANSFORMER MECHANICAL LEGEND DESCRIPTIONSYMBOL T SUPPLY AIR DUCT RETURN AIR DUCT EXHAUST DUCT MAKE-UP AIR/OUTSIDE AIR (OA) PRIMARY CONDENSATE DRAIN SECONDARY CONDENSATE DRAIN THERMOSTAT (T1 = ZONE 1) CEILING EXHAUST FAN (CEF) WHOLE HOUSE VENTILATION CEILING EXHAUST FAN (CEF): ·WHOLE HOUSE VENTILATION FAN SHALL BE PER ASHRAE STD. 62.2-2013. WHOLE HOUSE EXHAUST FAN EXHAUST DUCT - VENT TO ROOF (VTR) EXHAUST DUCT - VENT TO WALL (VTW) CEILING SUPPLY FAN (CSF) SUPPLY AIR DIFFUSER 4-WAY (CS-4) SUPPLY AIR DIFFUSER 3-WAY: CEILING (CS-3), FLOOR (FS-3) SUPPLY AIR DIFFUSER 2-WAY: CEILING (CS-2), FLOOR (FS-2) SUPPLY AIR DIFFUSER 1-WAY: CEILING (CS-1), FLOOR (FS-1), WALL (WS-1) SUPPLY AIR WALL DIFFUSER 3-WAY (WS-3) RETURN AIR GRILLE (CR-1) JUMP DUCT W/ CEILING TRANSFER GRILLES (CTG) WALL TRANSFER GRILL (WTG) LAUNDRY MAKE UP AIR TRANSFER GRILLE MANUAL VOLUME DAMPER MOTORIZED VOLUME DAMPER 45° TEE / 90° TEE / 45° CROSS / 90° CROSS 45° WYE / DUCT DROP / DUCT RISER / DUCT CAP CTG CTG T1 WTG EXHAUST PROTOCOLS: ALL BATHROOMS WITH TUB, SHOWER, TUB/SHOWER COMBO, WATER CLOSETS AND LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATION SYSTEM (EXHAUST FAN, DUCT WORK, & TERMINATION DEVICE) THAT PROVIDES THE MINIMUM REQUIRED EXHAUST RATES PER ASHRAE 62.2 AND THE 2022 CMC REGARDLESS OF ANY OPERABLE WINDOWS, WITH MINIMUM AIRFLOW OF 50 CFM. 26 GAUGE FLEXIBLE DUCT MAY BE USED AND INSTALLED PER CMC APPENDIX A PART B. DUCTS TO BE ROUTED & SIZED AS SHOWN ON THE VENTILATION PLAN. THE PRESCRIPTIVE SIZING PER 2022 ASHRAE 62.2 TABLE 7.1 IS BASED UPON FLEXIBLE DUCT. PROVIDE APPROPRIATE SCREENED TERMINATION CAP, BACKDRAFT DAMPER AND SWITCHING (PER UTILITY PLAN). FANS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AS DEFINED IN THE MANUFACTURER'S PRODUCT INSTALLATION DOCUMENTATION. SEE INDIVIDUAL MECHANICAL PLANS FOR EXHAUST FAN DUCT SIZES. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING PER 2013 CGBC SECTION 4.506. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT PER 2022 CGBC SECTION 4.506. THE ABOVE FANS HAVE BEEN SPECIFIED TO MEET THE MINIMUM REQUIREMENTS. AN ALTERNATE FAN THAT MEETS OR EXCEEDS THE ABOVE SPECIFICATIONS MAY BE INSTALLED & VERIFIED WITH A CF-6R FORM. THE LAUNDRY ROOM FAN WILL RUN CONTINUOUSLY TO MEET THE WHOLE BUILDING VENTILATION REQUIREMENTS. EXHAUST FAN SWITCH NEEDS TO BE LABELED AS "WHOLE BUILDING VENTILATION CONTROL". AIR DISTRIBUTION DEVICE SCHEDULE CURVED BLADE STAMPED FACECEILING/WALL SURFACECS-3/WS-3 MK. NO. SHOEMAKER #945 YES3-WAY SEE PLANS 1.THE 920FG SERIES FILTER GRILL IS A HIGH QUALITY GRILLE WITH AIRFOIL BLADES. IF A STAMPED FACE RETURN IS USED IN LIEU OF ABOVE SPECIFIED ITEM, THE CONTRACTOR SHALL PROVIDE A LARGER SIZE AND/OR LARGER NUMBER OF GRILLES. REFER TO SPECIFIC MANUFACTURER'S DATA FOR SIZING. 2.THE THROW PATTERN SHALL MATCH THE PLANS. ALTERNATE SIZES OR MANUFACTURERS MAY BE UTILIZED. THE CONTRACTOR SHALL BASE THE ALTERNATE SELECTIONS UPON A MAXIMUM PRESSURE DROP OF 0.04 @ DEVICE & A MAXIMUM FACE VELOCITY FOR SUPPLY GRILLES OF 700 FEET PER MINUTE. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SUBSTITUTED DEVICES MANUFACTURER'S CRITERIA. 3.ACCEPTABLE ALTERNATE MANUFACTURERS SHALL BE J&J, AIRMATE, HART & COOLEY, LIMA, TRU-AIR. 4.TG-1 SHALL BE MINIMUM 1 SIZE LARGER THAN JUMP DUCT SIZE ( I.E. JUMP DUCT = 8"Ø, TG-1 SHALL BE 10"x10"). JUMP DUCT SIZE SHALL BE MINIMUM 1 SIZE LARGER THAN SUPPLY DUCT SIZE ( I.E. SUPPLY DUCT = 7"Ø, JUMP DUCT SHALL BE 8"Ø). MANUFATURER & MODEL NO. APPLICATION & TYPE BLOW PATTERN MSD/ PBD NECK SIZE REMARKS F.A.U. SCALE: 2 _ CONDENSING UNIT MOUNTING DETAIL NONE SCALE: 1 _ ATTIC FAU DETAILS NONE ATTIC FAU UNIT: SIZES VARIES: 18x29x64 TO 25x29x64 WEIGHT VARIES: 170 TO 203 POUNDS 2X4 FLAT RUNNERS UNDER UNIT TO SHIFT WEIGHT TO OUTSIDE OF PLATFORM. SHEET METAL PAN IF REQ'D BY MANUF. 112"Ø COND. DRAIN TO OUTSIDE 2X4 RUNNERS AT 24" O.C. WITH 16 PEN TOE NAIL TO LADDER FRAMING OR BOTT. CHORD OF TRUSS 2X4 BLK BETWEEN SERVICE RECEPTACLE WITHIN 25 FT. OF FURNACE PER 2022 CEC Art. 210.63 & 2022 CMC SECTION 310 ELECTRICAL DISCONNECT WITHIN 25 FT. OF FURNACE PER 2022 CEC Art. 210.63 & 2022 CMC SECTION 310 7 16" COX PLYWOOD DECK WITH 8 PEN. AT 6" O.C. MINIMUM CLEARANCE 30" x 30" CRAWLSPACE TO MECHANICAL UNIT 30" MIN. 30" x 30" x 30" CLEAR WORKING AREA IN FRONT OF MECHANICAL UNIT 30"x30" ACCESS 20'-0" MAX. ATTIC RESIDENTIAL FIRE SPRINKLER PER NFPA-13D TRUSS 1.BALANCING DAMPERS MUST BE INSTALLED IN ALL SUPPLY AIR PLENUM COLLARS GYP CLG 10'x2'-6" WHEN ADJACENT TO ACCESS NOTES 1.4" THICK CONCRETE PAD. PAD SIZE SHALL ACCOMMODATE EQUIPMENT WITH A 6" CLEARANCE TO EDGE AS NOTED. 2.NEOPRENE VIBRATION ISOLATOR. MASON TYPE "ND", PEABODY OR EQUAL, TYPICAL OF 4. 3.(2) 3/8" DIAMETER EXPANSION BOLTS PER ISOLATOR. (STAINLESS STEEL). 4.#4 REBAR, INSTALL AT 12" ON CENTERS EACHWAY. NOTES 3"MAX CONDENSING UNIT SERVICE RECEPTACLE WITHIN 25 FT. OF CONDENSER PER 2022 CEC Art. 210.63 & 2022 CMC SECTION 308 ELECTRICAL DISCONNECT WITHIN 25 FT. OF CONDENSER PER 2022 CEC Art. 210.63 & 2022 CMC SECTION 308 25" MAX6"2 3 1 4 1.SCOPE: FURNISH AND INSTALL COMPLETE AND OPERATING HVAC SYSTEMS. INCLUDING, BUT NOT LIMITED TO, AIR CONDITIONING UNITS, FORCED AIR UNITS, AIR HANDLERS, HEAT PUMPS, DX COILS, DUCTS, DAMPERS, GRILLES, CONTROLS AND REFRIGERANT LINES ETC., AS GENERALLY DELINEATED ON THE MECHANICAL DRAWINGS. 2.CODES: ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY HAVING JURISDICTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT THE INSTALLATION OF WORK, MATERIAL OR EQUIPMENT NOT CONFORMING TO THESE OR OTHER CODES APPLICABLE TO THE PROJECT: A.2022 CALIFORNIA BUILDING CODE - TITLE 24 PART 2, CCR B.2022 CALIFORNIA RESIDENTIAL CODE - TITLE 24 PART 2.5, CCR C.2022 CALIFORNIA ELECTRICAL CODE - TITLE 24 PART 3, CCR D.2022 CALIFORNIA MECHANICAL CODE - TITLE 24 PART 4, CCR E.2022 CALIFORNIA PLUMBING CODE - TITLE 24 PART 5, CCR F.2022 CALIFORNIA FIRE CODE - TITLE 24 PART 9, CCR G.2022 CALIFORNIA GREEN BUILDING STANDARDS CODE - TITLE 24 PART 11, CCR H.2022 EDITION OF TITLE 24, TITLE 24 CALIFORNIA CODE OF REGULATIONS I.2022 CALIFORNIA ENERGY CODE J.VENTILATION REQUIREMENT PER ASHRAE STD. 62.2-2016 3.WORKMANSHIP: ALL WORKMANSHIP SHALL BE DONE IN A NEAT WORKMANLIKE MANNER ACCORDING TO THE BEST TRADE PRACTICES BY THOSE SKILLED IN THAT PARTICULAR TRADE. EQUIPMENT, DUCTS, GRILLES ETC., SHALL BE PLUMB, LEVEL, SQUARE OR CENTERED ETC., TO PROVIDE A NEAT AND PLEASING APPEARANCE. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE PARTICULAR MANUFACTURER'S RECOMMENDATIONS. AND CONFORM WITH ACCA/ANSI STANDARD 5 QI SPECIFICATION 4.AVAILABLE POWER: THE HVAC CONTRACTOR SHALL CONFIRM ALL SYSTEM VOLTAGES BEFORE BIDDING OR ORDERING EQUIPMENT AND ALLOW FOR BUCK & BOOST TRANSFORMERS IF REQUIRED. 5.DUCT SIZING & AIR BALANCE: THE AIR DISTRIBUTION SYSTEM (DUCTWORK & DEVICES) HAS BEEN SIZED & BALANCED TO DELIVER THE SPECIFIED AIR QUANTITIES AS NOTED ON THE PLANS, FOLLOWING THE PROCEDURES & REQUIREMENTS OF THE LATEST EDITION OF THE ACCA MANUAL "J" & MANUAL "D". BALANCING SHALL BE PER PROCEDURAL STANDARDS FOR TESTING, BALANCING & ADJUSTING ENVIRONMENTAL AIR SYSTEMS. THE CONTRACTOR SHALL PROVIDE ACCESSIBLE & ADJUSTABLE VOLUME DAMPERS (SHOWN OR NOT) AS REQUIRED TO BALANCE THE SYSTEMS AND MAINTAIN A NOISE CRITERIA LEVEL NOT TO EXCEED 25-30. CONTRACTOR TO ENSURE SYSTEM IS BALANCED. 6.EXISTING INFORMATION: LOCATION, SIZE, MATERIAL ETC., OF EXISTING SYSTEMS, STRUCTURES, COMPONENTS, PIPING, ETC., IS DEEMED TO BE RELIABLE BUT IS NOT GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY ALL DATA BEFORE PROCEEDING WITH ANY WORK. NO EXTRA COST SHALL BE ALLOWED FOR CONDITIONS NOT AS SHOWN. 7.ACCURACY: PLANS ARE DIAGRAMMATIC. THE POSITION/LOCATION OF EQUIPMENT, REGISTERS, GRILLES, DUCTS ETC., SHOWN ON PLANS ARE APPROXIMATE AND MAY BE SHOWN AS IS FOR CLARITY PURPOSES. ACTUAL LOCATIONS FOR EQUIPMENT SHALL TAKE INTO CONSIDERATION ACCESSIBILITY, SERVICE REQUIREMENTS, LOCATION OF TRUSSES AND JOISTS, ETC. THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS, LOCATIONS & CLEARANCES OF AC UNITS, FURNACES, AIR HANDLERS, EQUIPMENT, FANS, WALLS, PARTITIONS, BEAMS, TRUSSES ETC., AGAINST ARCHITECTURAL & STRUCTURAL DESIGN PLANS FOR LOCATION, CONSISTENCY & ACCURACY PRIOR TO COMMENCING ANY WORK. IF ACTUAL DUCT FIELD LOCATIONS VARY TO SIGNIFICANTLY AFFECT FINAL AIR FLOW, IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO CONTACT THE MECHANICAL ENGINEER PRIOR TO INSTALLATION. 8.COORDINATION WITH OTHER TRADES: THESE PLANS WERE CLOSELY COORDINATED WITH AVAILABLE STRUCTURAL & ARCHITECTURAL PLANS PROVIDED TO CALIFORNIA LIVING AND ENERGY AT THE TIME THE DESIGN WAS PERFORMED. SUBSEQUENT CHANGES TO THE PROVIDED SPECIFICATIONS OR DRAWINGS MAY ADVERSELY AFFECT THE FEATURES OF THE MECHANICAL DESIGN. EVERY REASONABLE ATTEMPT HAS BEEN MADE TO BE CONSISTENT WITH THE BUILDING STRUCTURAL DESIGNS AND PLANS AND TO FOREWARN THE BUILDER/OWNER OF POTENTIAL STRUCTURAL CONFLICTS OR CONSTRAINTS OR MODIFICATIONS REQUIRED. IT IS THE OWNER/BUILDER'S RESPONSIBILITY TO PROVIDE FIELD COORDINATION OF THESE PLANS WITH FRAMING, WALLS, ROOFS, ETC., AND OTHER TRADES PRIOR TO CONSTRUCTION. CONTACT THE ARCHITECT AND/OR THE MECHANICAL ENGINEER IF CONFLICTS ARISE MAKING MODIFICATION NECESSARY. SPECIAL CARE MUST BE TAKEN WHEN LAYING OUT FLOOR JOISTS/TRUSSES OR ROOF JOISTS/TRUSSES AS NOT TO IMPEDE THE UPPER OR LOWER OPENING OF ANY VERTICAL DUCT CHASE. 9.ENERGY FEATURES: ALL CALCULATIONS AND SPECIFIED EQUIPMENT OR DEVICES ARE CONSISTENT WITH THE ENERGY CRITERIA & FEATURES PROVIDED TO CALIFORNIA LIVING AND ENERGY AT THE TIME OF DESIGN. ANY SUBSEQUENT CHANGES TO THE SUPPLIED CRITERIA MAY AFFECT FEATURES OF THE DESIGN INCLUDING BUT NOT LIMITED TO EQUIPMENT SIZES, DUCT SIZES & LOCATIONS, OUTLET/INLET DEVICE SIZES & LOCATIONS ETC. 10.EQUIPMENT SIZING AND AIR DISTRIBUTION: THE EQUIPMENT, DUCT SIZING, AND ROOM-TO-ROOM CFM REFLECTED ON DRAWINGS HAS BEEN SIZED BY ACCA APPROVED MANUAL S, D, AND J. ANY CHANGE IN SIZING FOR EQUIPMENT, DUCTING, DUCT RUN LENGTHS OR INSTALL DEVEIATIONS WILL NOT BE WARRANTED UNDER CURRENT DESIGN UNLESS APPROVED IN WRITING BY CLE PRIOR TO INSTALLATION. 11.RETURN AIR PATHWAYS: BALANCING TO ENSURE POSITIVE PRESSURE IS REQUIRED. TO PREVENT NEGATIVE PRESSURE CAUSING INFILTRATION; SUGGESTED METHODS ARE JUMP DUCTS, TRANSFER GRILLES OR UNDERCUT DOORS SIZED LARGE ENOUGH TO ENSURE POSITIVE PRESSURE NOT EXCEEDING 3 PASCAL. RETURN PATHWAYS SHOULD BE INSTALLED FOR DOOR CLOSURES TO ALL CONDITIONED ROOMS, EXCLUDING BATHROOMS. 12.EQUIPMENT SUBSTITUTIONS: EQUIPMENT SUBSTITUTION MUST BE APPROVED BY CLE PRIOR TO INSTALLATION AND MUST ACCURATELY DEMONSTRATE EQUIVALENCE OF UNIT CAPACITIES, AIRFLOW PERFORMANCE BASED UPON DETAILED DESIGN CONDITIONS, INCLUDING BUT NOT LIMITED TO: SEER'S, EER'S, HSPF'S, COP'S, AFUE'S, SENSIBLE CAPACITIES @ DESIGN CONDITIONS, AIRFLOWS AT DESIGN STATIC PRESSURES, HEATING OUTPUT CAPACITIES, COIL STATIC PRESSURE DROPS, EQUIVALENT LENGTH OF FITTINGS ETC . ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 13.UNDUCTED PLENUMS - PROHIBITED: ALL CAVITIES/SPACES INTENDED TO CONVEY SUPPLY, RETURN OR EXHAUST AIR SHALL BE PROVIDED WITH APPROVED TYPE DUCT BOARD, SHEET METAL DUCT, FLEXIBLE DUCT OR OTHER APPROVED MATERIAL FOR THAT SPECIFIC PURPOSE. PLYWOOD, GYPSUM BOARD, OSB, WOOD/METAL STUDS, ETC. ARE APPROVED MATERIALS. BOXED-IN FRAMING MEMBERS, "PLATFORM RETURNS", PANNED JOISTS AND STUD BAYS AND OTHER NON-DUCTED BUILDING CAVITIES ARE PROHIBITED. 14.DUCT CHASES, SOFFITS & DROPPED CEILINGS: SOME CHASES, SOFFITS OR DROPPED CEILINGS THAT APPEAR ON THE MECHANICAL PLANS MAY NOT APPEAR ON THE ARCHITECTURAL OR STRUCTURAL PLANS. CHASES, SOFFITS, AND DROPPED CEILINGS SHALL BE CONSTRUCTED SO AS NOT TO PINCH, CRIMP, CRUSH OR OTHERWISE OBSTRUCT THE DUCTWORK. A GENERAL RULE OF THUMB IS TO HAVE AN INSIDE CLEAR CHASE DIMENSION EQUAL TO THAT OF THE DUCT DIAMETER PLUS 2 INCHES (INCLUDING INSULATION THICKNESS IN CALCULATION). ENSURE THAT FLEXIBLE DUCTS TO MAINTAIN A MINIMUM RADIUS OF TURN OR PROVIDE SHEET METAL ELBOWS AS REQUIRED. 15.ENVIRONMENTAL AIR DUCTS: ALL ENVIRONMENTAL AIR DUCTS (CLOTHES DRYER MOISTURE EXHAUST DUCTS, DOMESTIC KITCHEN RANGE HOOD DUCTS) SHALL BE CONSTRUCTED OF GALVANIZED STEEL SHEET METAL DUCT WITH SMOOTH INTERIOR SURFACES. ALL DUCTS SHALL BE CONSTRUCTED PER CMC CHAPTER 6. 16.PIPE INSULATION: THE SUCTION REFRIGERANT LINE FROM THE INDOOR COIL TO THE OUTDOOR UNIT (AC OR HEAT PUMP) SHALL BE INSULATED WITH A MINIMUM R-3 INSULATION. INSULATION USED FOR REFRIGERANT SUCTION LINES SHALL BE WATER RETARDENT AND PROTECTED FROM PHYSICAL DAMGE AND UV DETERIORATION PER 2022 CALIFORNIA ENERGY CODE SECTION 150(J)2B. 17.DRYER VENTS: 2022 CMC 504.3 ALL INSTALLED DRYER VENTS SHALL MEET (MAX 14', (2) 90° ELBOWS W/ 4"Ø DUCT). 18.REFRIGERANT PORT PROTECTION: AIR CONDITIONING REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS WITH LOCKING TYPE TAMPER-RESISTANT CAPS OR IN A MANNER APPROVED BY THE AUTHORITY HAVING JURISDICTION PER 2022 CMC 1106.14 19.ALL DUCT OPENINGS AND OTHER RELATED DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION PER CALGREEN CODE 4.504.1. 20.ENVIRONMENTAL AIR EXHAUST DUCTS SHALL TERMINATE A MINIMUM OF 3'-0' AWAY FROM OPENINGS INTO THE BUILDING, PER C.M.C. 504.5. 21.PROVIE MINIMUN 10'-0" LENGTH OF DUCT AT JUMP DUCTS. MATERIAL SPECIFICATIONS 1.ALL MATERIALS SHALL HAVE A MINIMUM PERFORMANCE TEMPERATURE RATING PER UL-181 (DUCTS), UL-181 (CLOSURE SYSTEMS FOR RIGID FIBERGLASS DUCTS) UL-181B-FX (CLOSURE SYSTEMS FOR FLEXIBLE DUCTS) AND/OR UL-181BM (MASTIC); BUTYL BACKED TAPE MAY ALSO BE USED TO SEAL DUCT, DUCTBOARD AND METAL DUCTS. 2.CLOTH BACKED, RUBBER ADHESIVE TAPES (TYPICAL DUCT TAPE) SHALL NOT BE USED EVEN IF UL-181 RATED. 3.ALL MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF NO MORE THAN 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 4.ALL FACTORY FABRICATED DUCT SYSTEMS SHALL INCLUDE UL-181 LISTED DUCTS WITH APPROVED CLOSURE SYSTEMS INCLUDING BUT NOT LIMITED TO COLLARS, CONNECTIONS, & SPLICES. 5.ALL PRESSURE SENSITIVE & HEAT ACTIVATED TAPES USED IN THE MANUFACTURE OF RIGID FIBERGLASS DUCTS SHALL BE UL-181A LISTED. 6.ALL PRESSURE SENSITIVE TAPES AND MASTICS USED IN THE MANUFACTURE OF FLEXIBLE DUCTS SHALL BE UL-181B-FX (TAPE) OR UL-181BM (MASTIC) LISTED. 7.FACTORY MADE DUCT FOR FIELD-FABRICATED DUCT SYSTEMS SHALL BE UL-181 LISTED. 8.SEALANTS SHALL BE UL-181BM LISTED, NON-TOXIC AND WATER RESISTANT. 9.SEALANTS FOR INTERIOR APPLICATIONS SHALL PASS THE ASTM TESTS C-731 (EXTRUDABILITY AFTER AGING) & D-2202 (SLUMP TEST ON VERTICAL SURFACES). 10.SEALANTS AND MESHES SHALL BE RATED FOR EXTERIOR USE. 11.SEALANTS FOR EXTERIOR APPLICATIONS SHALL PASS ASTM TESTS C-731, C-732 (ARTIFICIAL WEATHER TESTING), AND D-202. 12.ALL TAPE USED FOR FLEXIBLE DUCT CONNECTIONS SHALL BE UL-181B-FX LISTED OR BE ALUMINUM-BACKED BUTYL ADHESIVE TAPE (15 MIL MINIMUM THICKNESS). 13.TAPE USED FOR DUCTBOARD SHALL BE UL-181A LISTED AND SO INDICATED WITH A UL-181A MARKING OR BE ALUMINUM BACKED BUTYL ADHESIVE TAPE (15 MIL MIN. THICK). 14.DRAWBANDS SHALL BE EITHER STAINLESS STEEL WORM DRIVE HOSE CLAMPS OR UV RESISTANT NYLON DUCT TIES. ALL DRAWBANDS SHALL HAVE A MINIMUM TENSILE STRENGTH RATING OF 150 LBS & A MINIMUM PERFORMANCE TEMPERATURE RATING OF 165 DEGREES FAHRENHEIT (CONTINUOUS PER UL-181A TYPE TEST). ALL DRAWBANDS SHALL BE TIGHTENED AS RECOMMENDED BY THE MANUFACTURER WITH AN ADJUSTABLE TENSIONING TOOL. DESIGN/INSTALLATION NOTES 1.PER CEC-400-2012-004-CMF-REV2 SECTION 150.0(H) 1.A.B.C. BUILDING HEATING, COOLING LOADS AND DUCT DESIGN ARE DETERMINED USING A METHOD BASED ON THE FOLLOW: THE ACCA MANUAL J, D, AND S. 2.THE DUCTWORK HAS BEEN SIZED FOR ALL 4 CARDINAL ORIENTATION. THEREFORE, THE MANUAL VOLUME DAMPERS AT THE SUPPLY PLENUM COLLARS ARE REQUIRED FOR COMFORT BALANCING BASED UPON ORIENTATION. 3.THE SEER, EER AND AFUE RATINGS FOR THE MECHANICAL EQUIPMENT ARE BASED UPON BEST KNOWLEDGE AVAILABLE FROM THE MANUFACTURER. THEY RESERVE THE RIGHT TO UPDATE, REVISE OR DELETE EQUIPMENT OR THE PRINTED EFFICIENCY RATINGS. THE CONTRACTOR SHALL VERIFY ANY SUBSTITUTION OF COILS OR CONDENSERS SHALL MEET THE MATCHED RATINGS AS PROVIDED BY THAT MANUFACTURER. 4.FINAL DUCT AND SUPPLY REGISTER LOCATION MAY BE ADJUSTED BY MECHANICAL CONTRACTOR WITH APPROVAL OF CLE IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY. 5.CL&E IS NOT RESPONSIBLE FOR PROPER SYSTEM PERFORMANCE IF THE INSTALLATION DOES NOT CONFORM TO OOUR DESIGN, AND MATCH ALL SIZED COMPONENTS. 6.CONTRACTOR MUST CONTACT CL&E WITHIN 24HRS OF ANY FIELD ISSUES THAT PREVENT A QUALITY INSTALLATION. CL&E WILL NOT BE RESPONSIBLE FOR FIELD ISSUE NOT REPORTED WITHIN THIS TIMELINE EXHAUST FAN SCHEDULE TYPEMARKMANUFACTURER/ELEC. MOTOR REQT'S VOLTWATTS PH OP. WT. LBS.NO.CFM S.P.AMPS CEF-1 SONESMODEL NUMBER DESCRIPTIONS CEF-2 CEF-4 CEILING MOUNTED 120 1 11.8DIRECT DRIVE 50 0.25"0.2 BACKDRAFT DAMPER, CEILING GRILLE0.4 ------------ 24 CEF-5 CEF-6 CEF-7 PANASONIC FV-0511VK2 CEILING MOUNTED 120 1 11.8DIRECT DRIVE 80 0.25"0.2 BACKDRAFT DAMPER, CEILING GRILLE0.5 ------------ 24PANASONIC FV-0511VK2 CEILING MOUNTED 120 1 12DIRECT DRIVE 110 0.25"0.2 BACKDRAFT DAMPER, CEILING GRILLE0.3 ------------ 28.8PANASONIC FV-1115VK2 CEILING MOUNTED 120 1 12DIRECT DRIVE 130 0.25"0.2 BACKDRAFT DAMPER, CEILING GRILLE0.4 ------------ 28.8PANASONIC FV-1115VK2 CEILING MOUNTED 120 1 12DIRECT DRIVE 150 0.25"0.2 BACKDRAFT DAMPER, CEILING GRILLE0.7 ------------ 28.8PANASONIC FV-1115VK2 CEF-3 CEILING RETURNCR-1 SHOEMAKER #936FG NO---SEE PLANS PROVIDE MINIMUM 2INCH MERV-13 FILTER CURVED BLADE STAMPED FACECEILING SURFACECS-4 SHOEMAKER #150 YES4-WAY SEE PLANS Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 92530D:\Business\CLE-018 Pulte Homes\01-M\M-0.dwg, 6/21/2023 2:42:41 PM, MananREVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 1 6/5/2023 MC PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- MC CLE 03/20/2023 AS NOTED 29266 REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander ---- M-0.2 MECHANICAL NOTES AND DETAILS 6" MIN. KEYED NOTES 1.3" WIDE ELASTOMETRIC FLASHING STRIP. 2.GSM PENETRATION FLASHING SET IN PREHEATED SURFACE. 3.PROVIDE APP MODIFIED BITUMEN STRIP WITH ALUMINUM COATED. 4.1 2" CLEAR. 5.3" STAGGERED NAILING. 6.PIPE 7.PROVIDE FIRE STOPPING MATERIAL SIMILAR TO U.L. FC 1002 REQUIREMENTS. FILL VOID MIN. 1 4" HIGH x 3 8" WIDE BEAD OF CAULK 8.PLYWOOD 9.ROOF CAP 10.2 HR. FIRE DAMPER @ RATED CLG APPLICATIONS @ STAIRWAYS. SCALE: 4 _ EXHAUST FAN ROOF PENETRATION NONE 4 7 6 10 8 2 7 5 3 1 9 SCALE: 3 _ EXHAUST FAN WALL PENETRATION NONE STAINLESS STEEL STRAP 14" ALUMINUM, MFR. BY BROAN MODEL 642 SEE PLANS FOR DUCT SIZE OPEN/CLOSE FLAPPER AS BACKDRAFT DAMPER WATER TIGHT CAULKING ALL AROUND SCALE: 5 _ JUMP DUCT DETAIL NONE SEALANT (2) CEILING GRILLES, REFER TO JUMP DUCT SCHEDULE FOR GRILLE SIZE CAVITY WALL JUMP DUCT SCHEDULE ITEM TOTAL ROOM SUPPLY AIRFLOW (CFM) NET FREE AREA REQUIRED (in²) AREA REQUIRED AFTER DOOR UNDERCUT (in²) TRANSFER GRILLE HEIGHT REQUIRED FOR LISTED WIDTH (IN INCHES) JUMP DUCT DIAMETER REQUIRED (in) 10"12"14" JD-1 50 27.0 11.0 4 4 4 6 JD-2 75 40.5 24.5 4 4 4 6 JD-3 100 54.0 38.0 6 6 4 8 JD-4 125 67.4 51.4 8 6 6 8 JD-5 150 80.9 64.9 10 8 8 10 JD-6 175 94.4 78.4 12 10 8 10 JD-7 200 107.9 91.9 14 12 10 12 JD-8 225 121.4 105.4 16 14 12 12 JD-9 250 134.9 118.9 18 14 12 12 FLEX DUCT, REFER TO JUMP DUCT SCHEDULE FOR DUCT DIAMETER SCALE: 6 _ MAKE- UP AIR AT LAUNDRY NONE PROVIDE 14"x8" GRILLE ABOVE DOOR PROVIDE 1" UNDERCUT AT DOOR CEILING FINISH FLOOR DOOR @ LAUNDRY 14"X8" TRANSFER GRILLE FOR LAUNDRY MAKE UP AIR LOCATED ABOVE DOOR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100 SQUARE INCHES (0.065 M²) FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS PER 2022 CMC 504.4.1. SCALE: 7 _ FAU-1 ZONAL CONTROL NONE NOTES: 1.SEE KEYNOTE 5 ON M-0.1 2.DUCT SIZES ARE BASED UPON MAXIMUM AIRFLOWS. 3.PROVIDE ZONE CONTROLLER. 4.THE ZONE DAMPER SHALL BE INSTALLED TO PROVIDE THE MIN. & MAX. AIRFLOWS AS SHOWN ABOVE. THE CONTRACTOR SHALL INSTALL SET/STOP SCREWS WITHIN THE DAMPER TO MAINTAIN AIRFLOW SETTINGS AS SHOWN. VARY VARYVARY SHEET METAL OR DUCT BOARD DIVERTER BOX (TYPICAL) DISCHARGE TEMPERATURE AIR SENSOR, #DTAS MANUAL VOLUME DAMPER (TYP.) MOTORIZED ZONE DAMPER (TYP.) SET TO 30% OPEN WHEN ZONE IS NOT CALLING FOR AIR 1 F/CC T T2 T T1VARYVARY VARYVARY SCALE: 5 _ WATER HEATER VENTING DETAIL & MATERIAL NONE NOTE: ·INSTALLATION TO BE PER MANUFACTURE SPECIFICATIONS ·MATERIAL TO BE PER MANUFACTURE SPECIFICATIONS ·MUST MAINTAIN THE FOLLOWING VENTING CLEARANCES, AS REQUIRED BY ANSI Z21.10.3 AND NATIONAL FUEL GAS CODE, ANSI Z223.1/MFPA 54, AND CAN/CGA B149.1 NATURAL GAS AND PROPANE INSTALLATION CODE: GRADE EXTERIOR WALL CONCENTRIC VENT @ WALL TERMINATION 12 IN. MIN. ABOVE GRADE OR AVERAGE SNOW ACCUMULATION CLAMP FLASHING GRADE CLAMP AND SHEET METAL STRAP MUST BE FIELD INSTALLED TO SUPPORT THE WEIGHT OF THE VENT PIPE AND TERMINATION KIT CLAMP INTERIOR EXTERIOR TO WATER HEATER WALL TERMINATION KIT TO BE DETERMINED BY INSTALLER/PURCHESER 1 IN. MIN. WATER HEATER 12" MIN. ABOVE GRADE OR AVERAGE SNOW ACCUMULATION FLASHING SHEET METAL STRAP; CLAMP AND SHEET METAL STRAP MUST BE FIELD INSTALLED TO SUPPORT THE WEIGHT OF THE TERMINATION KIT) CLAMP CONCENTRIC VENT @ ROOF TERMINATION UPFLOW AIR HANDLER DUCTBOARD SUPPLY PLENUM INSULATION PER CF1R RETURN w/MERV-13 FILTER SEE MECH. SCHEDULE FOR FILTER 3 4" PRIMARY CONDENSATE DRAIN, w/P-TRAP,VENT AND CLEANOUT AND EXITING THE WALL WITH A HORIZONTAL SLOPE OF NO LESS THAN 1% SIDE-RETURN UNIT STAND USE LENNOX'45K32' AUXILIARY CONDENSATE DRAIN PAN,2.5" DEEP, w/OVERFLOW SAFETY FLOAT SWITCH EQUIPPED WITH A FITTING TO ALLOW FOR DRAINAGE FULLY LOUVERED CLOSET DOOR FOR LOW RESISTANCE AIR PATH SCALE: 7 _ AIRHANDER IN CLOSET -LENNOX NONE Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 92530D:\Business\CLE-018 Pulte Homes\01-M\M-0.dwg, 6/21/2023 2:42:41 PM, MananREVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 1F/CCOWNER'S SUITE COVERED PATIO GATHERING ROOM OWNER'S BATH 2 CAR GARAGE WIC ENTRY LAUN FOYER BATH 2 FLEX KITCHEN WIC WIC BEDROOM 2 BEDROOM 3 PAN CAFE PORCH CC PORCH CAFE PAN BEDROOM 3 BEDROOM 2 WIC WIC KITCHEN FLEX BATH 2 FOYER LAUN ENTRY WIC 2 CAR GARAGE OWNER'S BATH GATHERING ROOM COVERED PATIO OWNER'S SUITE C PORCH CAFE PAN BEDROOM 3 BEDROOM 2 WIC WIC KITCHEN FLEX BATH 2 FOYER LAUN ENTRY WIC 2 CAR GARAGE OWNER'S BATH GATHERING ROOM COVERED PATIO OWNER'S SUITE MECHANICAL FIRST FLOOR PLAN ELEVATION A,B,C SCALE: 1/4" = 1'-0" 12"x6" CS-3 86 cfm 10"x6"/8"x8" CS-3 76 cfm 8"x4" CS-3 9 cfm CS- 8"x8" 102 cfm 4 CS- 10"x10" 119 cfm 4 CS- 10"x10" 118 cfm 4 CS- 8"x8" 49 cfm 4 8"x4" CS-3 35 cfm 8"x4" CS-3 19 cfm 8"x4" CS-3 29 cfm CS-3 12"x4"/8"x6" 57 cfm CS-3 12"x4"/8"x6" 57 cfm 20"x20" CR- 593 cfm 1 12"x12" CR- 162 cfm 1 2.5T HP 12"Ø 12"Ø 12"Ø6"Ø7"Ø4"Ø 7"Ø7"Ø 7"Ø6"Ø5"Ø 5"Ø 4"Ø16"Ø10"Ø8"Ø8"Ø 8"Ø16"Ø 8"Ø6"Ø 6"Ø9"Ø16"Ø3 CEF 10 6"Ø 22 1 CEF 10 6"Ø 3 CEF11 6"Ø 16 WTGWTG T 2 CEF11 6"Ø 22 14 1510 1 6/5/2023 MC PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- MC CLE 03/20/2023 AS NOTED 29266 REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET ALL KEYNOTES MAY NOT BE APPLICABLE 1."B" VENT TO ROOF/WALL CAP PER MANUFACTURER SPECIFICATIONS (REFER TO SHEET NOTE A). 2.2" PVC INTAKE/EXHAUST FROM FURNACE TO CONCENTRIC TERMINATION KIT AT ROOF/ WALL CAP (REFER TO SHEET NOTE A). 3.SUPPLY DUCT UP TO ABOVE. 4.SUPPLY DUCT DOWN TO BELOW. 5.RETURN DUCT UP TO ABOVE. 6.RETURN DUCT DOWN TO BELOW. 7.EXHAUST DUCT UP TO ABOVE. 8.DUCT IN FLOOR SPACE. 9.DUCT IN ATTIC SPACE. 10.EXHAUST DUCT VENT TO WALL CAP (REFER TO SHEET NOTE A). 11.EXHAUST DUCT VENT UP TO ROOF CAP (REFER TO SHEET NOTE A). 12.DRYER DUCT UP TO ABOVE. 13.DRYER DUCT VENT TO WALL CAP. (REFER TO SHEET NOTE A & B) 14.DRYER DUCT VENT UP TO ROOF CAP. (REFER TO SHEET NOTE A & B). 15.EXHAUST DUCT FROM RANGE HOOD. SHALL BE SIZED AND INSTALLED PER RANGE HOOD MANUFACTURER'S SPECIFICATIONS. TERMINATE IN APPROVED MANNER WITH WALL OR ROOF CAP AS SHOWN ON PLANS. RANGE HOOD MUST MEET ENERGY CODE REQUIREMENTS OF 3 SONE MAXIMUM AT THE MINIMUM OPERATING SPEED OF 100 CFM. MANUFACTURER & MODEL TO BE PROVIDED BY BUILDER. (REFER TO SHEET NOTE D) 16.14"X8" TRANSFER GRILLE FOR LAUNDRY MAKE UP AIR LOCATED ABOVE DOOR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100 SQUARE INCHES (0.065 M²) FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS PER 2022 CMC 504.3.1. 17.DUCTS TO PENETRATE STRUCTURAL MEMBER, SIZE AND LOCATION OF HOLES SHALL BE PER MANUFACTURES GUIDELINES. IN ABSENT OF MANUFACTURING DATA, THE PENETRATION HOLES NEED TO BE AT LEAST 6 FT CLEAR FROM THE EXTERIOR WALL AND AT LEAST 24 INCHES APART FROM EACH OTHER. ALL PENETRATION SHOULD BE COORDINATED WITH THE STRUCTURAL ENGINEER. 18.PROPOSED SOFFIT/DROP CEILING: REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS 19.PROPOSED CHASE LOCATION: THERE SHALL BE NO OBSTRUCTIONS AT BOTTOM OF CHASE, GENERAL CONTRACTOR AND FRAMER SHALL COORDINATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS. 20.ASHRAE 62.2 WHOLE HOUSE VENTILATION FAN ELECTRICAL SWITCH: "DIGITAL BATH FAN CONTROL" HONEYWELL MFG. NO. HV0001 21.DOORS SHALL BE LOUVERED FOR THE AIR HANDLING UNIT CLOSET 22.PROVIDE HUMIDITY STAT/CODENSATION SENSOR FV-CSVK1 A.TERMINATION OF ENVIRONMENTAL AIR DUCT: ·VENT/EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM OPENINGS INTO THE BUILDING (CMC SECTION 504.5). ·VENT/EXHAUST DUCT TO ROOF CAP SHALL BE ROUTED PER 2022 RESIDENTIAL COMPLIANCE MANUAL SECTION 110.10 & CMC SECTION 504.5. ·EXHAUST DUCT LENGTH, DIAMETER AND QUANTITY OF ELBOWS NOT TO EXCEED ASHRAE 62.2 PRESCRIPTIVE SIZING TABLE AS SHOWN ON THIS SHEET. B.DRYER VENT CALC SHALL BE REQUIRED WHEN DRYER DUCT EXCEEDS 14 FT, 2 ELBOWS & 4"Ø. C.ALL FLEXIBLE & STACK WALL DUCTWORK FOR THE HVAC HEATING AND COOLING SYSTEM SHALL HAVE A MINIMUM INSULATION VALUE AS INDICATED IN TITLE-24 CF1R FORM AND SHALL MEET THE REQUIREMENTS OF THE 2022 CMC AND UL-181 LISTING REQUIREMENTS. D.REFER TO PLUMBING PLANS FOR FURNACE CONDENSATE DRAIN ROUTING. OTHERWISE, INSTALL PER CPC SECTION 814.0 & CMC SECTION 309.0. E.WHEREVER REGISTER NECK SIZE IS SMALLER THAN CONNECTING DUCT, CONTRACTOR MUST PROVIDE DUCT REDUCER AND/OR DUCT BOOT TO MAKE THE CONNECTION KEYNOTES # SHEET NOTES Kamal Iskander ---- M-1.1 MECHANICAL FLOOR PLANS PLAN 4521Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 92530EQUIPMENT COMBINATION MEETS AND/OR EXCEEDS MINIMUM TITLE-24 REQUIREMENTS. 1.INSTALL EQUIPMENT PER MFG INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR RATED VOLTSH.P.PH MCA MOCP LINE LINE LBS.DESCRIPTIONMARKMANUFACTURER & MODEL # ELEC. REQUIREMENTSCOOLING (MBH) NO.SEER EER LIQUID VAPOR OP. WT.TONS SEER2 EER2 AIR CONDITIONER SCHEDULE REMARKS 1.INSTALL EQUIPMENT PER MFR INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR 2.PROVIDE HACR TYPE BREAKER OR FUSE FOR MOCP 3.CONTRACTOR TO CHOOSE DISCHARGE OF FURNACE PER PLANS DESCRIPTIONMARKMANUFACTURER & MODEL # ELEC. REQUIREMENTS VOLTSH.P.PH SHIP LBS.NO. BLOWER CFM ESP TAP SETTING MCA MOCP TONS RATED MBH AFUE GAS FURNACE SCHEDULE REMARKS ---HORIZONTAL 208/230 1LENNOX #EL195UH060NE36B 1401/2 6.8 1558 95%F-1 754 MED-LOW 0.55 1,2,3 1.INSTALL EQUIPMENT PER MFG INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR RATED LINE LINE LBS.DESCRIPTIONMARKMANUFACTURER & MODEL # COOLING (MBH) NO. LIQUID VAPOR OP. WT.TONS EVAPORATOR COIL SCHEDULE REMARKS LOSS PRESSURE HORIZONTAL ---------ADP LP36/37R9CC 36/373 TONCC-1 0.07 1 MBH AHRI CERTIFIED REFERENCE NUMBER COMBINATION MARK HEATING MBH COOLING SEER EER HSPF SEER2 EER2 AHRI DATA CU2T/F-CC-1 209223117 ---24 17 14 ---16 14 CU-2T 2 TON OUTDOOR UNIT 208/230 11/8 3/8"3/4"15.4 20 170LENNOX #ML17XC1-024-230 A 24 17 14 15.4 13 1 D:\Business\CLE-018 Pulte Homes\01-M\M-1.dwg, 6/21/2023 2:42:52 PM, MananREVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES FLEX GATHERING ROOM FOYER POWDER 2 CAR GARAGE KITCHEN C PAN ENTRY C STORAGE PORCH CAFECAFE PORCH STORAGE C ENTRY PAN C KITCHEN 2 CAR GARAGE POWDERFOYER GATHERING ROOM FLEX CAFE PORCH STORAGE C ENTRY PAN C KITCHEN 2 CAR GARAGE POWDERFOYER GATHERING ROOM FLEX CS- 10"x10" 104 cfm 4 CS- 10"x10" 136 cfm 4 CS-3 14"x4" 59 cfm CS-3 14"x4" 59 cfm 10"x4" CS-3 41 cfm 8"x4" CS-3 11 cfm 8"x4" CS-3 14 cfm 10"x4" CS-3 41 cfm 2.25"x12" STACK WALL DUCT SYSTEM w/ROUND TO RECT. TRANSITION 2.25"x12" STACK WALL DUCT SYSTEM w/ROUND TO RECT. TRANSITION MECHANICAL FIRST FLOOR PLAN ELEVATION A,B,C SCALE: 1/4" = 1'-0" 6"Ø 6"Ø 4"Ø 6"Ø 8"Ø 7"Ø7"Ø8"Ø 9"Ø4"Ø2.5T HP 1510 1 CEF 10 6"Ø T T1 9"Ø DUCT PERPENDICULAR TO JOISTS(TYP) OWNER'S SUITE LOFT BEDROOM 4 BEDROOM 2 BATH 2 WIC WIC BEDROOM 3 WIC HALL OWNER'S BATH L LNDYLNDY L OWNER'S BATH HALL WIC BEDROOM 3 WIC WIC BATH 2 BEDROOM 2 BEDROOM 4 LOFT OWNER'S SUITE LNDY L OWNER'S BATH HALL WIC BEDROOM 3 WIC WIC BATH 2 BEDROOM 2 BEDROOM 4 LOFT OWNER'S SUITE1 F/CC CS-3 14"x4" 65 cfm 12"x6" CS-3 75 cfm 8"x4" CS-3 39 cfm CS-3 12"x4"/8"x6" 53 cfm CS-3 12"x4"/8"x6" 53 cfm CS-3 12"x4"/8"x6" 50 cfm 12"x6" CS-3 93 cfm 8"x4" CS-3 5 cfm CS- 8"x8" 100 cfm 4 8"x4" CS-3 13 cfm 30"x20" CR- 821 cfm 1 14"x14" CR- 190 cfm 1 2.25"x12" STACK WALL DUCT SYSTEM w/ROUND TO RECT. TRANSITION 2.25"x12" STACK WALL DUCT SYSTEM w/ROUND TO RECT. TRANSITION 19 19 MECHANICAL SECOND FLOOR PLAN ELEVATION A,B,C SCALE: 1/4" = 1'-0"16"Ø10"Ø 6"Ø 9"Ø4"Ø 9"Ø 6"Ø 8"Ø12"Ø 12"Ø 9"Ø12"Ø7"Ø7"Ø 6"Ø4"Ø6"Ø16"Ø8"Ø16"Ø8"Ø12"Ø9"Ø 8"Ø 18"Ø10"Ø8"Ø6"Ø 4 CEF10 8"Ø IAQ FAN RUN 24x7 2 CEF 10 6"Ø 22 3 CEF 10 6"Ø 22 1 CEF10 6"Ø 8"ØWTGWTG WTGT T2 30% MIN. OPEN PRE-SET POSITION 14 16 6"Ø 6"Ø 1 6/5/2023 MC PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- MC CLE 03/20/2023 AS NOTED 29266 REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET ALL KEYNOTES MAY NOT BE APPLICABLE 1."B" VENT TO ROOF/WALL CAP PER MANUFACTURER SPECIFICATIONS (REFER TO SHEET NOTE A). 2.2" PVC INTAKE/EXHAUST FROM FURNACE TO CONCENTRIC TERMINATION KIT AT ROOF/ WALL CAP (REFER TO SHEET NOTE A). 3.SUPPLY DUCT UP TO ABOVE. 4.SUPPLY DUCT DOWN TO BELOW. 5.RETURN DUCT UP TO ABOVE. 6.RETURN DUCT DOWN TO BELOW. 7.EXHAUST DUCT UP TO ABOVE. 8.DUCT IN FLOOR SPACE. 9.DUCT IN ATTIC SPACE. 10.EXHAUST DUCT VENT TO WALL CAP (REFER TO SHEET NOTE A). 11.EXHAUST DUCT VENT UP TO ROOF CAP (REFER TO SHEET NOTE A). 12.DRYER DUCT UP TO ABOVE. 13.DRYER DUCT VENT TO WALL CAP. (REFER TO SHEET NOTE A & B) 14.DRYER DUCT VENT UP TO ROOF CAP. (REFER TO SHEET NOTE A & B). 15.EXHAUST DUCT FROM RANGE HOOD. SHALL BE SIZED AND INSTALLED PER RANGE HOOD MANUFACTURER'S SPECIFICATIONS. TERMINATE IN APPROVED MANNER WITH WALL OR ROOF CAP AS SHOWN ON PLANS. RANGE HOOD MUST MEET ENERGY CODE REQUIREMENTS OF 3 SONE MAXIMUM AT THE MINIMUM OPERATING SPEED OF 100 CFM. MANUFACTURER & MODEL TO BE PROVIDED BY BUILDER. (REFER TO SHEET NOTE D) 16.14"X8" TRANSFER GRILLE FOR LAUNDRY MAKE UP AIR LOCATED ABOVE DOOR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100 SQUARE INCHES (0.065 M²) FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS PER 2022 CMC 504.3.1. 17.DUCTS TO PENETRATE STRUCTURAL MEMBER, SIZE AND LOCATION OF HOLES SHALL BE PER MANUFACTURES GUIDELINES. IN ABSENT OF MANUFACTURING DATA, THE PENETRATION HOLES NEED TO BE AT LEAST 6 FT CLEAR FROM THE EXTERIOR WALL AND AT LEAST 24 INCHES APART FROM EACH OTHER. ALL PENETRATION SHOULD BE COORDINATED WITH THE STRUCTURAL ENGINEER. 18.PROPOSED SOFFIT/DROP CEILING: REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS 19.PROPOSED CHASE LOCATION: THERE SHALL BE NO OBSTRUCTIONS AT BOTTOM OF CHASE, GENERAL CONTRACTOR AND FRAMER SHALL COORDINATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS. 20.ASHRAE 62.2 WHOLE HOUSE VENTILATION FAN ELECTRICAL SWITCH: "DIGITAL BATH FAN CONTROL" HONEYWELL MFG. NO. HV0001 21.DOORS SHALL BE LOUVERED FOR THE AIR HANDLING UNIT CLOSET 22.PROVIDE HUMIDITY STAT/CODENSATION SENSOR FV-CSVK1 A.TERMINATION OF ENVIRONMENTAL AIR DUCT: ·VENT/EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM OPENINGS INTO THE BUILDING (CMC SECTION 504.5). ·VENT/EXHAUST DUCT TO ROOF CAP SHALL BE ROUTED PER 2022 RESIDENTIAL COMPLIANCE MANUAL SECTION 110.10 & CMC SECTION 504.5. ·EXHAUST DUCT LENGTH, DIAMETER AND QUANTITY OF ELBOWS NOT TO EXCEED ASHRAE 62.2 PRESCRIPTIVE SIZING TABLE AS SHOWN ON THIS SHEET. B.DRYER VENT CALC SHALL BE REQUIRED WHEN DRYER DUCT EXCEEDS 14 FT, 2 ELBOWS & 4"Ø. C.ALL FLEXIBLE & STACK WALL DUCTWORK FOR THE HVAC HEATING AND COOLING SYSTEM SHALL HAVE A MINIMUM INSULATION VALUE AS INDICATED IN TITLE-24 CF1R FORM AND SHALL MEET THE REQUIREMENTS OF THE 2022 CMC AND UL-181 LISTING REQUIREMENTS. D.REFER TO PLUMBING PLANS FOR FURNACE CONDENSATE DRAIN ROUTING. OTHERWISE, INSTALL PER CPC SECTION 814.0 & CMC SECTION 309.0. E.WHEREVER REGISTER NECK SIZE IS SMALLER THAN CONNECTING DUCT, CONTRACTOR MUST PROVIDE DUCT REDUCER AND/OR DUCT BOOT TO MAKE THE CONNECTION KEYNOTES # SHEET NOTES Kamal Iskander ---- M-1.2 MECHANICAL FLOOR PLANS PLAN 4026Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 92530EQUIPMENT COMBINATION MEETS AND/OR EXCEEDS MINIMUM TITLE-24 REQUIREMENTS. 1.INSTALL EQUIPMENT PER MFG INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR RATED VOLTSH.P.PH MCA MOCP LINE LINE LBS.DESCRIPTIONMARKMANUFACTURER & MODEL # ELEC. REQUIREMENTSCOOLING (MBH) NO.SEER EER LIQUID VAPOR OP. WT.TONS SEER2 EER2 AIR CONDITIONER SCHEDULE REMARKS OUTDOOR UNITCU-2.5T 2.5 TON 208/230 11/8 3/8"3/4"18.4 25 180LENNOX #ML17XC1-030-230 A 30 16 13 16 14 1 DESCRIPTIONMARKMANUFACTURER & MODEL # ELEC. REQUIREMENTS VOLTSH.P.PH SHIP LBS.NO. BLOWER CFM ESP TAP SETTING MCA MOCP TONS RATED MBH AFUE GAS FURNACE SCHEDULE REMARKS ---HORIZONTAL 208/230 1LENNOX #EL195UH060NE36B 1401/2 6.8 1558 95%F-1 1011 MEDIUM 0.6 1,2,3 1.INSTALL EQUIPMENT PER MFG INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR RATED LINE LINE LBS.DESCRIPTIONMARKMANUFACTURER & MODEL # COOLING (MBH) NO. LIQUID VAPOR OP. WT.TONS EVAPORATOR COIL SCHEDULE REMARKS LOSS PRESSURE HORIZONTAL ---------ADP LP36/37R9CC 36/373 TONCC-1 0.13 1 MBH AHRI CERTIFIED REFERENCE NUMBER COMBINATION MARK HEATING MBH COOLING SEER EER HSPF SEER2 EER2 AHRI DATA CU2.5T/F-CC-1 209223573 ---30 16 13 ---16 14 1.INSTALL EQUIPMENT PER MFR INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR 2.PROVIDE HACR TYPE BREAKER OR FUSE FOR MOCP 3.CONTRACTOR TO CHOOSE DISCHARGE OF FURNACE PER PLANS D:\Business\CLE-018 Pulte Homes\01-M\M-1.dwg, 6/21/2023 2:42:53 PM, MananREVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES P STOR FLEX 2 CAR GARAGE FOYER KITCHEN CAFE GATHERING ROOM ENTRYBATH 3 BEDROOM 5BEDROOM 5 BATH 3 ENTRY GATHERING ROOM CAFE KITCHEN FOYER 2 CAR GARAGE FLEX BEDROOM 5 BATH 3 ENTRY GATHERING ROOM CAFE KITCHEN FOYER 2 CAR GARAGE FLEX PORCHPORCH CS-3 14"x4" 69 cfm CS-3 12"x4"/8"x6" 54 cfm CS- 8"x8" 86 cfm 4 CS- 10"x10" 106 cfm 4 CS-3 14"x4" 64 cfm CS-3 12"x4"/8"x6" 54 cfm MECHANICAL FIRST FLOOR PLAN ELEVATION A,B,C SCALE: 1/4" = 1'-0" 10"Ø8"Ø6"Ø7"Ø 7"Ø6"Ø4"Ø 7"Ø10"Ø 8"Ø7"Ø 1510 2 CEF10 6"Ø 22 WTG T T1 2.5T CU DUCT PERPENDICULAR TO JOISTS(TYP) 8"x4" CS-3 16 cfm STORAGE BEDROOM 2 BEDROOM 3BEDROOM 4 BATH 2 OWNER'S SUITE WIC LAUN OWNER'S BATH LOFT L LOFT OWNER'S BATH LAUN WIC OWNER'S SUITE BATH 2 BEDROOM 4 BEDROOM 3 BEDROOM 2 LOFT OWNER'S BATH LAUN WIC OWNER'S SUITE BATH 2 BEDROOM 4 BEDROOM 3 BEDROOM 2 1 F/CC CS-3 12"x4"/8"x6" 58 cfm CS-3 12"x4"/8"x6" 58 cfm 8"x4" CS-3 27 cfm 12"x6" CS-3 84 cfm 10"x6"/8"x8" CS-3 74 cfm 10"x6"/8"x8" CS-3 73 cfm CS-3 12"x4"/8"x6" 58 cfm CS-3 12"x4"/8"x6" 58 cfm 8"x4" CS-3 23 cfm MECHANICAL SECOND FLOOR PLAN ELEVATION A,B,C SCALE: 1/4" = 1'-0" 8"x4" CS-3 9 cfm 30"x20" CR- 861 cfm 1 14"x14" CR- 150 cfm 1 16"Ø12"Ø12"Ø 10"x4" CS-3 42 cfm 8"Ø7"Ø7"Ø 10"Ø6"Ø 9"Ø7"Ø7"Ø 4"Ø12"Ø 9"Ø7"Ø4"Ø 6"Ø8"Ø 7"Ø4"Ø 8"Ø7"Ø16"Ø12"Ø10"Ø10"Ø7"Ø18"Ø9"Ø 4 CEF10 8"Ø 3 CEF10 6"Ø 22 1 CEF 10 6"Ø8"Ø2 CEF10 6"Ø 22 IAQ FAN RUN 24x7 16 WTG WTG T T2 30% MIN. OPEN PRE-SET POSITION 14 1 6/5/2023 MC PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- MC CLE 03/20/2023 AS NOTED 29266 REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879LIVING & ENERGYCALIFORNIAA Division of William Lilly & Associates, Inc.Title 24 Compliance - Residential/Non ResidentialCONSERVATION FOR THE CALIFORNIA LIFESTYLEFax: 209-538-2885www.califliving.comDrn SHEET ALL KEYNOTES MAY NOT BE APPLICABLE 1."B" VENT TO ROOF/WALL CAP PER MANUFACTURER SPECIFICATIONS (REFER TO SHEET NOTE A). 2.2" PVC INTAKE/EXHAUST FROM FURNACE TO CONCENTRIC TERMINATION KIT AT ROOF/ WALL CAP (REFER TO SHEET NOTE A). 3.SUPPLY DUCT UP TO ABOVE. 4.SUPPLY DUCT DOWN TO BELOW. 5.RETURN DUCT UP TO ABOVE. 6.RETURN DUCT DOWN TO BELOW. 7.EXHAUST DUCT UP TO ABOVE. 8.DUCT IN FLOOR SPACE. 9.DUCT IN ATTIC SPACE. 10.EXHAUST DUCT VENT TO WALL CAP (REFER TO SHEET NOTE A). 11.EXHAUST DUCT VENT UP TO ROOF CAP (REFER TO SHEET NOTE A). 12.DRYER DUCT UP TO ABOVE. 13.DRYER DUCT VENT TO WALL CAP. (REFER TO SHEET NOTE A & B) 14.DRYER DUCT VENT UP TO ROOF CAP. (REFER TO SHEET NOTE A & B). 15.EXHAUST DUCT FROM RANGE HOOD. SHALL BE SIZED AND INSTALLED PER RANGE HOOD MANUFACTURER'S SPECIFICATIONS. TERMINATE IN APPROVED MANNER WITH WALL OR ROOF CAP AS SHOWN ON PLANS. RANGE HOOD MUST MEET ENERGY CODE REQUIREMENTS OF 3 SONE MAXIMUM AT THE MINIMUM OPERATING SPEED OF 100 CFM. MANUFACTURER & MODEL TO BE PROVIDED BY BUILDER. (REFER TO SHEET NOTE D) 16.14"X8" TRANSFER GRILLE FOR LAUNDRY MAKE UP AIR LOCATED ABOVE DOOR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100 SQUARE INCHES (0.065 M²) FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS PER 2022 CMC 504.3.1. 17.DUCTS TO PENETRATE STRUCTURAL MEMBER, SIZE AND LOCATION OF HOLES SHALL BE PER MANUFACTURES GUIDELINES. IN ABSENT OF MANUFACTURING DATA, THE PENETRATION HOLES NEED TO BE AT LEAST 6 FT CLEAR FROM THE EXTERIOR WALL AND AT LEAST 24 INCHES APART FROM EACH OTHER. ALL PENETRATION SHOULD BE COORDINATED WITH THE STRUCTURAL ENGINEER. 18.PROPOSED SOFFIT/DROP CEILING: REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS 19.PROPOSED CHASE LOCATION: THERE SHALL BE NO OBSTRUCTIONS AT BOTTOM OF CHASE, GENERAL CONTRACTOR AND FRAMER SHALL COORDINATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS. 20.ASHRAE 62.2 WHOLE HOUSE VENTILATION FAN ELECTRICAL SWITCH: "DIGITAL BATH FAN CONTROL" HONEYWELL MFG. NO. HV0001 21.DOORS SHALL BE LOUVERED FOR THE AIR HANDLING UNIT CLOSET 22.PROVIDE HUMIDITY STAT/CODENSATION SENSOR FV-CSVK1 A.TERMINATION OF ENVIRONMENTAL AIR DUCT: ·VENT/EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM OPENINGS INTO THE BUILDING (CMC SECTION 504.5). ·VENT/EXHAUST DUCT TO ROOF CAP SHALL BE ROUTED PER 2022 RESIDENTIAL COMPLIANCE MANUAL SECTION 110.10 & CMC SECTION 504.5. ·EXHAUST DUCT LENGTH, DIAMETER AND QUANTITY OF ELBOWS NOT TO EXCEED ASHRAE 62.2 PRESCRIPTIVE SIZING TABLE AS SHOWN ON THIS SHEET. B.DRYER VENT CALC SHALL BE REQUIRED WHEN DRYER DUCT EXCEEDS 14 FT, 2 ELBOWS & 4"Ø. C.ALL FLEXIBLE & STACK WALL DUCTWORK FOR THE HVAC HEATING AND COOLING SYSTEM SHALL HAVE A MINIMUM INSULATION VALUE AS INDICATED IN TITLE-24 CF1R FORM AND SHALL MEET THE REQUIREMENTS OF THE 2022 CMC AND UL-181 LISTING REQUIREMENTS. D.REFER TO PLUMBING PLANS FOR FURNACE CONDENSATE DRAIN ROUTING. OTHERWISE, INSTALL PER CPC SECTION 814.0 & CMC SECTION 309.0. E.WHEREVER REGISTER NECK SIZE IS SMALLER THAN CONNECTING DUCT, CONTRACTOR MUST PROVIDE DUCT REDUCER AND/OR DUCT BOOT TO MAKE THE CONNECTION KEYNOTES # SHEET NOTES Kamal Iskander ---- M-1.3 MECHANICAL FLOOR PLANS PLAN 4028Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 92530EQUIPMENT COMBINATION MEETS AND/OR EXCEEDS MINIMUM TITLE-24 REQUIREMENTS. 1.INSTALL EQUIPMENT PER MFG INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR RATED VOLTSH.P.PH MCA MOCP LINE LINE LBS.DESCRIPTIONMARKMANUFACTURER & MODEL # ELEC. REQUIREMENTSCOOLING (MBH) NO.SEER EER LIQUID VAPOR OP. WT.TONS SEER2 EER2 AIR CONDITIONER SCHEDULE REMARKS OUTDOOR UNITCU-2.5T 2.5 TON 208/230 11/8 3/8"3/4"18.4 25 180LENNOX #ML17XC1-030-230 A 30 16 13 16 14 1 DESCRIPTIONMARKMANUFACTURER & MODEL # ELEC. REQUIREMENTS VOLTSH.P.PH SHIP LBS.NO. BLOWER CFM ESP TAP SETTING MCA MOCP TONS RATED MBH AFUE GAS FURNACE SCHEDULE REMARKS ---HORIZONTAL 208/230 1LENNOX #EL195UH060NE36B 1401/2 6.8 1558 95%F-1 1011 MEDIUM 0.6 1,2,3 1.INSTALL EQUIPMENT PER MFG INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR RATED LINE LINE LBS.DESCRIPTIONMARKMANUFACTURER & MODEL # COOLING (MBH) NO. LIQUID VAPOR OP. WT.TONS EVAPORATOR COIL SCHEDULE REMARKS LOSS PRESSURE HORIZONTAL ---------ADP LP36/37R9CC 36/373 TONCC-1 0.13 1 MBH AHRI CERTIFIED REFERENCE NUMBER COMBINATION MARK HEATING MBH COOLING SEER EER HSPF SEER2 EER2 AHRI DATA CU2.5T/F-CC-1 209223573 ---30 16 13 ---16 14 1.INSTALL EQUIPMENT PER MFR INSTALLATION INSTRUCTIONS PROVIDE ALL REQUIRED CLEARANCES PER MFR 2.PROVIDE HACR TYPE BREAKER OR FUSE FOR MOCP 3.CONTRACTOR TO CHOOSE DISCHARGE OF FURNACE PER PLANS D:\Business\CLE-018 Pulte Homes\01-M\M-1.dwg, 6/21/2023 2:42:54 PM, MananREVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 1 2 3 4 5 6 7 1.VENT STACK 2.FACE OF WALL 3.SANITARY TEE 4.COVER & SCREW 5.THREADED PLUG 6.NO-HUB COUPLING 7.DRAIN LINE SCALE: 4 - WALL CLEAN-OUT NONE SCALE: 1 - CONDENSATE TO TAILPIECE NONE 7 SCALE: 2 - CLEAN OUT TO GRADE NONE 1 2 3 4 5 1 DISINFECTION OF POTABLE WATER SYSTEMS MATERIALS SCHEDULE TYPE "L" COPPERWATER SANITARY DRAINAGE ABOVE GROUND SANITARY VENT INDIRECT WASTE GAS INSIDE OUTSIDE SERVICES TYP E " M" C OPP E R GALV A NIZ E D ST E EL SCH. 40 PVCNOTES UNDER SLAB NO- H U B C A S T I R O N TYP E " D WV" C OPP E R PEXSCH. 40 BLACK STEELPOLY ET HYL E N E (P E) PLASTIC PIPE AS ALLOWED BY AHJ TYPE "M" COPPER PIPE MAY BE USED UNDERGROUND OUTSIDE OF STRUCTURES FIELD THREADING OF METALLIC PIPE PER CPC TABLE 1208.5.7.2 PROTECT UNDERGROUND GAS PIPING FROM CORROSION IN AN APPROVED MANNERSCH. 40 PVC DWVABOVE GROUND UNDER SLAB ABOVE GROUND UNDER SLAB SCH. 4 0 A B S D WV ABOVE GROUND UNDER GROUND DOMESTIC WATER (WITHIN BUILDING TO 5' FROM BUILDING) CPC SECTION 604.0: ALL MATERIALS USED IN DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH NSF/ANSI STANDARD 61 AND CONFORM TO ALL APPLICABLE STANDARDS LISTED IN CPC TABLE 604.1. * PARALLEL MANIFOLD PLUMBING SYSTEMS, PEX PIPING, CPVC & PVC ARE ACCEPTABLE POTABLE WATER PIPING MATERIALS, SUBJECT TO PRIOR APPROVAL FROM THE AUTHORITY HAVING JURISDICTION. INSTALL STRICTLY TO APPLICABLE CODES AND MANUFACTURER'S SPECIFICATIONS. DWV-SEWER (WITHIN BUILDING TO 5' FROM BUILDING) CPC SECTION 701.0: ALL MATERIALS USED IN SANITARY DRAINAGE SYSTEMS SHALL BE IN ACCORDANCE WITH CPC SECTION 701.0 AND CONFORM TO ALL APPLICABLE STANDARDS LISTED IN CPC TABLE 701.1. DWV-VENTS (WITHIN BUILDING & VTR'S) CPC SECTION 903.0 ALL MATERIALS USED IN SANITARY VENTING SYSTEMS SHALL BE IN ACCORDANCE WITH CPC SECTION 903.0 AND CONFORM TO ALL APPLICABLE STANDARDS LISTED IN CPC TABLE 701.1. INDIRECT WASTE & CONDENSATE PIPING CPC SECTION 803.0: ALL MATERIALS USED FOR INDIRECT WASTE AND CONDENSATE SHALL BE IN ACCORDANCE WITH ALL SECTIONS OF THE CPC APPLICABLE TO DRAINAGE AND VENT PIPING. NATURAL GAS PIPE CPC SECTION 1208.5: ALL MATERIALS USED FOR GAS PIPE SYTEMS BE IN ACCORDANCE WITH CPC SECTION 1208.5 AND ALL APPLICABLE STADARDS LISTED THEREIN.CSSTCPVCFIXTURE CONNECTION SCHEDULE FIXTURE SYM WASTE BRANCH OUTLET TRAP VENT BRANCH OUTLET BRANCH OUTLET COLD WATER HOT WATER 3" õ 2" 2" 2" 2" -- 2" -- 3" õ 2" 2" 2" 2" -- 2" -- INT õ ô ô 2" ô -- 2" -- 2" õ ô ô 2" ô -- 2" -- ô ô ô ô ô ö -- ô ô ô ô ô ô ô ö -- ô ô -- ô ô ô ô ö ô ô -- -- ô ô ô ô ö ô ô -- WATER CLOSET LAVATORY SINGLE KITCHEN SINK COMBO TUB/SHOWER SHOWER BATHING VESSEL DISHWASHER CLOTHESWASHER HOSE BIBB WC L KS BT-1 SH BT-2 DW WMB HB PLUMBING GENERAL NOTES MARK SPECIFICATIONDESCRIPTION PLUMBING FIXTURE SCHEDULE VERIFY ALL FIXTURE REQUIREMENTS WITH BUILDER AND MANUFACTURER PRIOR TO ROUGH-IN. DISHWASHER1 DW DISHWASHER: PROVIDED AND INSTALLED BY OTHERS, ROUGH-IN AND CONNECT 1/2" HW, CONNECT FLEXIBLE HOSE TO APPROVED AIR-GAP FITTING AND CONNECT TO DISHWASHER FITTING ON DISPOSAL KITCHEN SINK1 KS KITCHEN SINK: DOUBLE BOWL, CENTER MOUNTED, HOLES ON 8" CENTERS. FAUCET: SINGLE LEVER, 8" CENTERS, SWING SPOUT. DISPOSAL: 1/3 HP, 110V, 1PH WITH PLUG AND WIRE. MAX. CONTINUOUS FLOW OF 1.8 GPM @ 60 PSI WATER BOX1 WB ICE MAKER BOX: BOX W/ REMOVABLE SHANK VALVE & WATER HAMMER ARRESTOR. WASHING MACHINE BOX1 WMB WASHING MACHINE BOX WITH REMOVABLE SHANK VALVES, WASTE CONNECTION AND INTEGRAL WATER HAMMER ARRESTOR LAVATORY1 L LAVATORY: SINGLE BOWL, CENTER MOUNTED, COUNTERTOP BY OTHERS, FRONT OVERFLOW. FAUCET: CHROME PLATED, LEVER HANDLE. PROVIDE P-TRAP, STOP & SUPPLIES, WITH INDIRECT/AIR-GAP FITTING FOR CONDENSATE LINE WHERE NECESSARY. MAX. FLOW OF 1.2 GPM @ 60 PSI SHOWER1 SH SHOWER: SITE BUILT BY OTHERS, PLUMBER TO ROUGH-IN & CONNECT DRAIN, WASTE & VENT. SHOWER VALVE: PRESSURE BALANCE TYPE, LEVER TYPE, MAX FLOW OF 1.8 GPM @ 80 PSI WATER CLOSET1 WC FLOOR MOUNT, VITREOUS CHINA, MAX 1.28 GALLONS PER FLUSH, INTEGRAL TRAP, CLOSE COUPLED 2 PIECE TOILET, 12" ROUGH-IN. PROVIDE SUPPLIES AND STOPS. SEE BUILDERS AND ARCHITECTS SPECIFICATIONS FOR MODEL AND HCP REQUIREMENTS. BATHTUB1 BT COMBINATION BATHTUB/SHOWER: PROVIDE DRAIN, OVERFLOW PIECE & P-TRAP. SHOWER HEAD: MAX FLOW OF 1.8 GPM @ 80 PSI. TUB DIVERTER & SPOUT, RIGHT OR LEFT HAND AS REQUIRED. SEE BUILDERS SPECIFICATIONS. PLUMBING LEGEND SS ABBREVIATION SOIL, WASTE OR SANITARY SEWER ABOVE SLAB DESCRIPTIONSYMBOL COLD WATERCW +6 +: G HOT WATER SUPPLY NATURAL GAS - LOW PRESSURE HOT WATER SERVICE D OR IW CD SD, RWL OFL P & TRV BALL VALVE AD , AP BV STORM DRAIN, RAINWATER LEADER PRESSURE & TEMPERATURE RELIEF VALVE PIPING ACCESS DOOR, ACCESS PANEL RAINWATER OVERFLOW LEADER (STORM) DRAIN OR INDIRECT WASTE CONDENSATE DRAIN (E)EXISTING TO BE REMOVED CLEANOUT PLUG FLOOR CLEANOUT, CLEAN OUT TO GRADE WALL CLEANOUT FCO , COTG CO P.O.C. WCO POINT OF CONNECTION CAP ON END OF PIPE GATE VALVE GSCK , PC GV RV or P & TRV GPR PRESSURE & TEMPERATURE RELIEF VALVE GAS COCK , PLUG COCK GAS PRESSURE REGULATOR V VENT PIPING UN UNION OR FLANGE WATER METER CHECK VALVECV BALANCING VALVE W/ MEMORY STOPBAV SD SECONDARY CONDENSATE DRAIN MPG NATURAL GAS - MEDIUM PRESSURE (TYP)TYPICAL A.F.G.ABOVE FINISHED GRADE S.O.V.SHUT OFF VALVE HWR HOT WATER RETURN T.B.D.TO BE DETERMINED P.V.PHOTOVOLTAIC SOLAR PANELS SOIL, WASTE OR SANITARY SEWER BELOW SLAB S.M.SHEET METAL PRESSURE REDUCING VALVEPRV GW GRAY WATER HOSE BIBBHB VENT THRU ROOF WATER HEATER1 WH UTILITY SINK1 US COUNTER MOUNTED LAUNDRY/UTILITY SINK. HIGH NECK SWING SPOUT, 4" CENTERS. REFER TO ARCHITECTURAL FOR MAKE & MODEL. SCALE: 3 - EARTHQUAKE ACTUATED SHUT OFF VALVE NONE HOT WATER PIPING INSULATION REQUIREMENTS INSULATE ALL DOMESTIC HOT WATER PIPES ACCORDING TO 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS SECTION 120.3 AND SECTION 150.0(j)2 WHERE APPLICABLE. HOT WATER MINIMUM INSULATION REQUIREMENTS FROM TABLE 120.3-A FLUID TEMPERATURE RANGE ) NOMINAL PIPE DIAMETER (in inches) INSULATION THICKNESS REQUIRED (in inches) < 1 1 to <1.5 1.5 to < 4 4 to < 8 8 and larger CONDUCTIVITY RANGE (in Btu-inch per hour per square IRRWSHU) INSULATION MEAN RATING TEMPERATURE ) Space heating, Hot Water systems (steam, steam condensate and hot water) and Service Water Heating Systems Above 350 0.27-0.30 1.5 0.32-0.34 250 4.5 5.0 251-350 0.29-0.31 200 3.0 4.0 201-250 141-200 0.25-0.29 105-140 0.22-0.28 1.51.51.5 1.5 1.5 1.0 5.0 5.0 5.0 4.54.54.5 3.03.02.52.52.5 2.0 2.0 2.0 150 125 100 PLASTIC PIPE AS ALLOWED BY AHJ PLASTIC PIPE AS ALLOWED BY AHJ PLASTIC PIPE AS ALLOWED BY AHJ PLASTIC PIPE AS ALLOWED BY AHJ PLASTIC PIPE AS ALLOWED BY AHJ HOSE BIBB1 HB HOSE BIBB: 1/2" OUTLET W/ INTEGRAL, NON REMOVABLE VACUUM BREAKER, WALL FLANGE, BENT NOSE. HEAT PUMP WATER HEATER: RHEEM PROPH65 T2 RH375-30 OR EQUAL. INSTALL PER MANUFACTURERS & LOCAL CODE REQUIREMENTS. WATER HEATER TO MATCH OR EXCEED ENERGY COMPLIANCE CRITERIA AS BELOW: TYPE : HEAT PUMP HEATING FUEL : ELECTRIC TANK TYPE : 50 GAL ENERGY FACTOR : 3.88 UEF INPUT RATING : N/A TANK INSULATION VALUE : N/A INSTALL PER MFG. AND LOCAL CODE REQUIREMENTS. DISINFECTION OF THE POTABLE WATER SYSTEM SHALL BE ADHERED TO AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. REFER TO LOCAL CODE REQUIREMENTS. DISINFECTION OF POTABLE WATER SYSTEM PER CALIFORNIA PLUMBING CODE SECTION 609.10 NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, IN CASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING: 609.10.1: THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL ONLY POTABLE WATER APPEARS AT THE POINTS OF OUTLET. 609.10.2: THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN FIFTY (50) PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED-OFF AND ALLOWED TO STAND FOR TWENTY-FOUR (24) HOURS; OR, THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN TWO-HUNDRED (200) PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR THREE (3) HOURS. 609.10.3: FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER. 609.10.4: THE PROCEDURE SHALL BE REPEATED IF IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION PERSISTS IN THE SYSTEM. PROCEDURES FOR FLUSHING PEX POTABLE WATER SYSTEMS PER 2019 CALIFORNIA PLUMBING CODE SECTION 604.1.2 ALL INSTALLATIONS OF PEX PIPE WHERE IT IS THE INITIAL PLUMBING PIPING INSTALLED IN NEW CONSTRUCTION SHALL BE FLUSHED TWICE OVER A PERIOD OF AT LEAST ONE WEEK. THE PIPE SYSTEM SHALL BE FIRST FLUSHED FOR AT LEAST 10 MINUTES AND THEN FILLED AND ALLOWED TO STAND FOR NO LESS THAN 1 WEEK, AFTER WHICH ALL THE BRANCHES OF THE PIPE SYSTEM MUST BE FLUSHED LONG ENOUGH TO FULLY EMPTY THE CONTAINED VOLUME. THIS PROVISION SHALL NOT APPLY TO THE INSTALLATION OF PEX PIPE WHERE IT REPLACES AN EXISTING PIPE SYSTEM OF ANY 0$7(5,$/µ (1). AT THE TIME OF FILL, EACH FIXTURE SHALL HAVE A REMOVABLE TAG APPLIED STATING: (a) THIS NEW PLUMBING SYSTEM WAS FIRST FILLED AND FLUSHED ON __________(DATE) BY ___________________________(NAME). THE STATE OF CALIFORNIA REQUIRES THAT THE SYSTEM BE FLUSHED AFTER STANDING AT LEAST ONE WEEK AFTER THE FILL DATE SPECIFIED ABOVE. IF THIS SYSTEM IS USED EARLIER THAN ONE WEEK AFTER THE FILL DATE, THE WATER MUST BE ALLOWED TO RUN FOR AT LEAST TWO MINUTES PRIOR TO USE FOR HUMAN CONSUMPTION. THIS TAG MAY NOT BE REMOVED PRIOR TO THE COMPLETION OF THE REQUIRED SECOND FLUSHING, EXCEPT BY THE BUILDING OWNER OR OCCUPANT. (2). PRIOR TO ISSUING A BUILDING PERMIT TO INSTALL PEX PIPE, THE BUILDING OFFICIAL SHALL REQUIRE AS PART OF THE PERMITTING PROCESS THAT THE CONTRACTOR, OR THE APPROPRIATE PLUMBING SUBCONTRACTORS, PROVIDE WRITTEN CERTIFICATION THAT HE OR SHE WILL COMPLY WITH THE FLUSHING PROCEDURES SET FORTH IN THIS CODE. (3). THE BUILDING OFFICIAL SHALL NOT GIVE FINAL PERMIT APPROVAL OF ANY PEX PLUMBING INSTALLATION UNLESS HE OR SHE FINDS THAT THE MATERIAL HAS BEEN INSTALLED IN COMPLIANCE WITH THE REQUIREMENTS OF THE CODE, INCLUDING THE REQUIREMENTS TO FLUSH AND TAG THE SYSTEMS. (4). ANY CONTRACTOR OR SUBCONTRACTOR FOUND TO HAVE FAILED TO COMPLY WITH THE PEX FLUSHING REQUIREMENTS SHALL BE SUBJECT TO THE PENALTIES IN HEALTH AND SAFETY CODE, DIVISION 13, PART1.5, CHAPTER 6 (SECTION 17995, ET SEQ.) 1.INTENT: 1.1.IT IS THE INTENTION OF THESE PLANS TO COVER ALL ITEMS NECESSARY TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. THE CONTRACTOR IS TO FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, MISCELLANEOUS SERVICES, ETC. REQUIRED TO ACCOMPLISH THIS. ALL THINGS REASONABLY CONSTRUED AS A NECESSARY PART OF THE INSTALLATION SHALL BE INCLUDED, WHETHER SPECIFICALLY SHOWN OR NOT. 2.CALIFORNIA CODE OF REGULATIONS: 2.1.ALL WORK, MATERIAL AND EQUIPMENT SHALL COMPLY WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY HAVING JURISDICTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED AS TO PERMIT WORKMANSHIP OR THE INSTALLATION OF MATERIALS OR EQUIPMENT NOT CONFORMING TO ALL APPLICABLE CODES AND REGULATIONS. 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS 2.2.ALL WORK, MATERIAL AND EQUIPMENT SHALL COMPLY WITH ALL CURRENT LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. 2.3.COMPLY WITH ALL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2.4.ALL HOT AND COLD WATER PIPES AT WATER HEATER & DOMESTIC HOT WATER RECIRCULATION SYSTEMS SHALL BE INSULATED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS-TITLE 24, PART 6, SECTION 150 (j)2. 2.5.ALL HYDRONIC HOT WATER LINES SHALL BE INSULATED IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS-TITLE 24, PART 6, TABLE 120.3-A. 2.6.ALL PLUMBING FIXTURES & EQUIPMENT USED SHALL HAVE BEEN CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION, BY ITS MANUFACTURER, TO COMPLY WITH THE ENERGY EFFICIENCY STANDARDS AS SET FORTH FOR SUCH APPLIANCES. 3.WORKMANSHIP: 3.1.ALL WORK SHALL BE DONE IN A NEAT AND PROFESSIONAL MANNER ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE. ALL EQUIPMENT, FIXTURES, DEVICES, PIPING, FITTINGS, VALVES, ETC., SHALL BE INSTALLED PLUMB, LEVEL, SQUARE OR CENTERED, AS REQUIRED BY THE PARTICULAR APPLICATION. 3.2.ALL EQUIPMENT, FIXTURES, DEVICES, PIPING, FITTINGS, VALVES, ETC., SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.3.WORK SHALL NOT BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDING INSPECTOR AND OTHER JURISDICTIONS HAVING AUTHORITY. 4.EXISTING INFORMATION: 4.1.LOCATION, SIZE, ELEVATIONS, MATERIAL, PRESSURES, ETC., OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AND/OR PROVIDED BY SOURCES DEEMED RELIABLE, BUT IS NOT GUARANTEED. THE CONTRACTOR SHALL FIELD-VERIFY ALL DATA BEFORE BIDDING AND PROCEEDING WITH THE WORK. 4.2.VERIFY LOCATION OFF ALL EXISTING PIPING, CABLING, ETC. PRIOR TO TRENCHING. 5.PERMITS AND UTILITY SERVICE FEES: 5.1.THE PLUMBING CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS, INSPECTIONS, FEES AND SERVICE CHARGES ASSOCIATED WITH, AND REQUIRED IN THE INSTALLATION OF THE WORK. 6.ACCURACY: 6.1.PLANS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS OF WALLS, FOOTINGS, STRUCTURAL MEMBERS, PARTITIONS, FIXTURES, DUCTS, CONDUITS, ETC., AGAINST DESIGN PLANS FOR CONSISTENCY, ACCURACY, OBSTRUCTIONS OR CONFLICTS PRIOR TO COMMENCING WORK. 6.2.THE CONTRACTOR SHALL NOTIFY THE OWNER, ARCHITECT OR ENGINEER IMMEDIATELY OF ANY CONFLICTS OR OBSTRUCTIONS WHICH PREVENT THE CONTRACTOR FROM PROCEEDING WITH WORK. 6.3.EXACT LOCATION OF PLUMBING FIXTURES, EQUIPMENT AND DEVICES SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO INSTALLATION. 6.4.REFER TO HVAC PLANS FOR EXACT LOCATION OF HVAC EQUIPMENT. COORDINATE ROUGH-IN LOCATIONS FOR GAS AND CONDENSATE DRAINS WITH MECHANICAL CONTRACTOR. 7.ANTI-SCALD DEVICES: 7.1.ALL SHOWERS, BATHTUBS OR COMBINATION TUB-SHOWERS AND BIDETS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPE TO PROVIDE ANTI-SCALD AND THERMAL SHOCK PROTECTION. 7.2.WATER AND DRAIN PIPES AND ANGLE VALVES SHALL BE INSULATED PER A.D.A. SECTION 4.19.4 WHERE APPLICABLE. 8.WATER HEATERS: 8.1.INSULATION: 8.1.1.ALL WATER HEATERS SHALL MEET THE REQUIREMENTS FOUND ON ENERGY COMPLIANCE FORM CF-1R FOR SIZE, TYPE, EFFICIENCY AND WATER HEATER BLANKET REQUIREMENTS. 8.1.2.THE INSTALLING CONTRACTOR SHALL COMPLETE AND SIGN THE PLUMBING PORTION OF ENERGY COMPLIANCE FORM CF-2R FOR EACH BUILDING AND/OR UNIT PLAN. 8.2.COMBUSTION AIR: 8.2.1.COMBUSTION AIR FOR A TYPICAL RESIDENTIAL WATER HEATER LOCATED WITHIN A GARAGE AREA SHALL BE CONSIDERED TO MEET THE REQUIREMENTS FOR UNCONFINED SPACE IF THE ENCLOSURE VOLUME EQUALS AT LEAST FIFTY (50) CUBIC FEET PER 1000 Btu/h INPUT OF THE WATER HEATER. 8.3.T&P VALVES AND EXPANSION TANKS: 8.3.1.WATER HEATERS SHALL BE PROVIDED WITH AN APPROVED OVER-TEMPERATURE/PRESSURE SAFETY PROTECTION DEVICE. FURTHERMORE IF THE BUILDING SUPPLY PRESSURE IS GREATER THAN SAID DEVICE OR ANY DEVICE IS INSTALLED THAT PREVENTS BACK-FLOW INTO THE WATER SUPPLY, THE CONTRACTOR SHALL PROVIDE AND INSTALL AN APPROVED-TYPE EXPANSION TANK (INSTALLED STRICTLY TO THE MANUFACTURER'S REQUIREMENTS. 8.4.SEISMIC BRACING: 8.4.1.AT A MINIMUM WATER HEATERS SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION PER C.P.C. SECTION 507.2 AND CA. HEALTH AND SAFETY CODE SECTIONS 19210 - 19217. LOCAL JURISDICTIONAL REQUIREMENTS MAY BE MORE STRINGENT . INSTALLERS ARE ADVISED TO CONTACT THE LOCAL AUTHORITY HAVING JURISDICTION FOR CURRENT DESIGN AND INSPECTION REQUIREMENTS PRIOR TO INSTALLATION. 8.5.FOR WATER HEATER VENTING SYSTEMS, REFER TO MECHANICAL PLANS UNLESS OTHERWISE NOTED 9.CONDENSATE AND OVERFLOW PANS AND DRAINS: 9.1.THE CONTRACTOR SHALL PROVIDE AND INSTALL A CONDENSATE DRAIN AT EACH A/C OR HYDRONIC COIL OR CONDENSING FURNACE, PER C.P.C CHAPTER 8 & C.M.C CHAPTER 3, AT LOCATIONS SHOWN ON DRAWINGS. 9.2.COORDINATE WORK WITH MECHANICAL CONTRACTOR. 10.WATER HAMMER: 10.1.ALL BUILDING WATER SUPPLIES IN WHICH QUICK-ACTING VALVES ARE INSTALLED SHALL BE PROVIDED WITH APPROVED MECHANICAL DEVICES (WATER HAMMER ARRESTORS) TO ABSORB THE HAMMER CAUSED BY HIGH PRESSURES RESULTING FROM THE CLOSING OF THE VALVES. 11.ACCESS PANELS: 11.1.PROVIDE AND INSTALL ACCESS PANELS (MATCH FIRE-RATED ASSEMBLIES AS REQUIRED) FOR ALL SHUT-OFF VALVES, ISOLATION AND BRANCH VALVES WHICH ARE NOT READILY ACCESSIBLE. 11.2.PROVIDE AND INSTALL ACCESS PANELS (FIRE-RATED AS REQUIRED) AT ALL TRAP PRIMERS AND WATER HAMMER ARRESTORS. 12.WASTE, VENT AND DRAINAGE PIPING: 12.1.ALL SANITARY SEWER, WASTE OR DRAINAGE PIPING SHALL BE INSTALLED WITH A MINIMUM OF 1/4" PER FOOT SLOPE UNLESS OTHERWISE NOTED ON PLANS. 12.2.ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. 12.3.ALL VENT PIPES SHALL BE FREE FROM DROPS OR SAGS AND EACH SUCH VENT SHALL BE LEVEL OR SHALL BE SO GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITY TO THE DRAINAGE PIPE IT SERVES. 12.4.PROVIDE AN AIR GAP 2 TIMES THE DRAIN DIAMETER OR A MINIMUM OF 1", WHICHEVER IS GREATER, FOR INDIRECT CONNECTIONS. GAP IS TO MEASURED ABOVE THE RIM OF THE FIXTURE. (CPC 603.4.4) 13.HOSE BIBBS: 13.1.ALL HOSE BIBBS (PUBLIC OR PRIVATE) SHALL BE PROVIDED WITH AN APPROVED-TYPE, NON-REMOVABLE VACUUM BREAKER. 14.GAS PIPING: 14.1.GAS PIPING SHALL BE SUPPORTED BY APPROVED METAL STRAPS OR HOOKS PER CPC TABLE 1210.2.4.1, AT INTERVALS NOT TO EXCEED: 6'0" FOR 1/2" DIAMETER. 8'0" FOR 3/4" & 1" DIAMETER. 10'0" FOR 1 1/4" DIAMETER OR LARGER. 15.BARBECUE AND FIREPLACE: 15.1.ALL GAS OUTLETS LOCATED IN A BARBECUE OR FIREPLACE SHALL BE CONTROLLED BY AN APPROVED OPERATING VALVE LOCATED IN THE SAME ROOM AND OUTSIDE THE HEARTH, BUT NO MORE THAN FOUR FEET FROM SUCH OUTLETS.Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-0.1 PLUMBING NOTES & DETAILS REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES SCALE: 3 _ PIPE HANGER DETAIL HORIZONTAL HANGER NONE SCALE: 2 _ PIPE RISER CLAMP DETAIL VERTICAL PIPE SUPPORT NONE RISER CLAMP SIDE BEAM ANGLE CLIP ADJUSTABLE J-HANGER ADJUSTABLE SWIVEL RING UNISTRUT CHANNEL DOUBLE NUT (TYP.) SCALE: 4 _ PIPE TRAPEZE HANGER DETAIL NONE UNISTRUT PIPE CLAMP (TYP.)ALL THREAD ROD ALL THREAD ROD SIDE BEAM ANGLE CLIPWOOD BEAM/ BRACE/FRAME VENT CLEAN-OUT RECESSED WALL BOX WASTE FINISHED FLOOR: LENGTH A TO B : MIN. 18" MAX. 30" DISTANCE B TO C : MIN. 6" MAX. 18" NOTE: DETAIL IS PROVIDED FOR REFERENCE ONLY. ACTUAL CONFIGURATION MAY VARY DEPENDING ON OUTLET BOX MANUFACTURER, MODEL, LEFT OR RIGHT HAND, ETC. SCALE: 9 - WASHING MACHINE BOX WITH INT. WATER HAMMER NONE A B C SCALE: 1 - HEAT PUMP WATER HEATER DETAIL NONE AT 1/4" PER FT. MIN. 5. SLOPE WASTE AND FOOT VENT 4. CLEANOUT 3. RETURN VENT 2. SANITARY TEE 1. ISLAND KITCHEN SINK 163 2 4 4 6. VENT TO ROOF IN NEAREST WALL FLOOD RIM 7. LONG TURN BELOW FIXTURE 7 7 5 5 8 8. COMBO Y AND 1/8 BEND NOTE: INSTALLED UPSTREAM OF THE THE ISLAND SINK SHALL BE NO OTHER FIXTURES RETURN VENT AND SHALL SERVE 2" 2" 1 1/2" 1 1/2" 1 1/2" SCALE: 8 - ISLAND BOW VENT NONE 1.FURNACE UNIT 2.STAINLESS STEEL FLEX CONNECTOR 3.GAS SHUT OFF VALVE 4.TEE WITH 4" LONG DIRT LEG AND REMOVABLE CAP. PLACE TRAP AND SOV AS CLOSE TO APPLIANCE AS IS PRACTICAL. FLOOR OR PLATFORM 4" MIN. CLEARANCE 3 1 2 4 SCALE: 7 - GAS CONNECTION AT APPLIANCES NONE 3 1 2 1.SEE PLAN FOR CONTINUATION & DISCHARGE POINT 2.SLOPE HORIZONTAL LINES AT A MINIMUM OF 1/8" PER FOOT. PLUG TEE FOR CLEAN OUT AT EACH CHANGE OF DIRECTION. 3.UNION CONNECTION TO DRAIN STUB. SCALE: 6 P-0 COOLING COIL SECONDARY CONDENSATE NONE 1.CONNECTION TO DRAIN STUB. NEOPRENE COVERED HOSE AT UNITS MOUNTED ON VIBRATION ISOLATORS. NIPPLES & UNION AT ALL OTHERS. 2.VENT MUST EXTEND ABOVE HEIGHT OF COIL DRAIN PAN BY 2" INCHES MIN. 3.1" X 3 4" X 3 4" REDUCING TEE WITH PLUG. 4.SEE PLAN FOR CONTINUATION TO APPROVED DRAIN. 5.SLOPE HORIZONTAL LINES AT A MINIMUM OF 1/8" PER FOOT. PLUG TEE FOR CLEAN OUT AT EACH CHANGE OF DIRECTION. 6.TRAP DEPTH 2" MIN. DELETE IF UNIT IS EQUIPPED WITH AN INTERNAL TRAP. 4 5 3 6 2 1 SCALE: 5 P-0 COOLING COIL PRIMARY CONDENSATE NONE PIPE AND TUBE SIZE TABLE 313.6 HANGER ROD SIZES (INCHES) 1 2 - 4 5 - 8 10 - 12 ROD SIZE (INCHES) 3 8 1 2 5 8 MATERIALS TABLE 313.3 HANGERS AND SUPPORTS Cast TYPES OF JOINTS Lead and Oakum HORIZONTAL VERTICAL 5 feet, except 10 feet where 10 foot lengths are installed 1,2,3 Base and each floor, not to exceed 15 feet Compression Gasket Every other joint, unless over 4 feet than support each joint 1,2,3 Base and each floor, not to exceed 15 feet Shielded CouplingCast-Iron Hubless Every other joint, unless over 4 feet than support each joint 1,2,3,4 Base and each floor, not to exceed 15 feet Soldered, Brazed, Threaded, or MechanicalCopper & Copper Alloys 112 inches and smaller, 6 feet: 2 inches and larger, 10 feet Each floor, not to exceed 10 feet 5 Threaded or WeldedSteel Pipe for Water or DWV 3 4 inch and smaller, 10 feet: 1 inch and larger, 12 feet Every other floor, not to exceed 25 feet 5 Steel Pipe for Gas 1 2 inch 6 feet; 3 4 inch and 1 inch, 8 feet; 11 4 inches and larger, 10 feet Solvent CementedSchedule 40 PVC and ABS DWV All sizes, 4 feet; allow for expansion every 30 feet 3 Base and each floor; provide mid-story guides; provide for expansion every 30 feet Threaded or Welded 12 inch 6 feet; 3 4 inch and 1 inch, 8 feet; 11 4 inches every floor level CPVC Solvent Cemented Base and each floor; provide mid-story guides 1 inch and smaller, 3 feet: 114 inch and larger, 4 feet Lead Wiped or Burned Not to exceed 4 feetContinuous Support Steel Mechanical In accordance with standards acceptable to the Authority Having Jurisdiction PEX Cold Expansion, Insert and Compression 1 inch and smaller, 32 inches: 114 inch and larger, 4 feet Base and each floor; provide mid-story guides PEX-AL-PEX Metal Insert and Metal Compression 1 2 inch 3 4 inch 1 inch Base and each floor; provide mid-story guidesAll sizes 98 inches PEX-AL-PE Metal Insert and Metal Compression 1 2 inch 3 4 inch 1 inch Base and each floor; provide mid-story guidesAll sizes 98 inches PE-RT Insert and Compression 1 inch and smaller, 32 inches: 114 inch and larger, 4 feet Base and each floor; provide mid-story guides Polypropylene (PP) Fusion weld (socket, butt, saddle, electrofusion), threaded (metal threads only), or mechanical Base and each floor; provide mid-story guides 1 inch and smaller, 32 inches: 114 inch and larger, 4 feet For SI units: 1 inch = 25.4 mm, 1 foot = 304.8 mm Notes: 1 Support adjacent to joint, not to exceed 18 inches (457mm). 2 Brace not to exceed 40 foot (12 192mm) intervals to prevent horizontal movement. 3 Support at each horizontal branch connection. 4 Hangers shall not be placed on the coupling. 5 Vertical water lines shall be permitted to tbe supported in accordance with recognized engineering principles with regard to expansion and contraction, where first approved by the Authority Having Jurisdiction. CPVC-AL-PEX Solvent Cemented Base and each floor; provide mid-story guide 12 inch 5 feet; 3 4 inch, 65 inches; 1 inch, 6 feet 1 2 4 5 6 7 8 10 9 1.HOT WATER OUTLET 2.GATE VALVE 3.PROVIDE UNION OR APPROVED TYPE FLEXIBLE CONNECTOR 2 EACH WATER CONNECTION. 4.ASME TEMP. & PRESSURE RELIEF VALVE 5.FULL SIZE RELIEF TO OUT SIDE, ELBOW DOWN 6" ABOVE GRADE. SEE PLANS 6.3/4" HOSE BIBB W/ VACUUM BREAKER 7.22 GA. GALV. S.M. PAN. SOLDER ALL SEAMS WATERTIGHT & APPLY RUST RESISTANT PAINT. 8.COLD WATER INLET 9.EXPANSION TANK 10.SECURE WATER HEATER WITH (2) 24 GA. x 3/4" SHEET METAL STRAPS TO MIN. 4x BLOCKING IN WALL. ATTACH [%/2&.,1*72678'6:[ LAG SCREW OR OTHER APPROVED METHOD. LOCATE STRAPS ON TOP & BOTTOM THIRD OF WATER HEATER. BOTTOM TO BE LOCATED AT 4" ABOVE CONTROLS. 11.'5$,172(;7(5,25:,7+ ELBOW DOWN @ 6" ABOVE GRADE. SEE PLANS. FOR GARAGE LOCATION ON 18" STAND DRAIN TO GARAGE FLOOR. 11 3 NOTE: DETAIL PROVIDED FOR REFERENCE. MAY NOT REFLECT ACTUAL INSTALLATION. STRICTLY ADHERE TO MANUFACTURERS INSTALLATION INSTRUCTIONS AND ALL APPLICABLE STATE AND LOCAL CODES.Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-0.2 PLUMBING NOTES & DETAILS REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES COTG 1 BT 1 L1 L 1 WC 1 SH 1 US 1 WMB 1 KS 1 DW 1 BT 1 WC 1 L T&P RELIEF AND CONDENSATE DRAIN TO EXTERIOR : $)* PLAN 4521 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" WASTE, VENT, AND DRAIN FOR CONTINUATION & EXACT LOCATION SEE CIVIL PLANS 2-WAY COTG 4" SLOPE @ 2% MIN. 6 2"2"2" 2" õ 2" 2" õ 2" 2" 6 6 6 2" 2" 2" õ 2" 3" 4"Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-1.1.1 PLAN 4521 W, V, & D FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES COTG 1 L1 L 1 WC 1 SH 2"2" 2" õ 2" õ 2" 2" 2" 3" 2" 1 SH 1 WC 1 Lõ 2" 1 WMB 1 BT 1 WC 1 L 1 SH 1 WC 1 L 1 WC 1 L õ 6 6 õõ 6 2"2" 4"4"4" 4"4"Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-1.1.2 PLAN 4521 W, V, & D FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 1 HB PLAN 4521 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" HOT & COLD WATER 1-1/2" DOMESTIC WATER SERVICE RISER W/ FULL SIZE S.O.V. & PRV, SET @ 65 PSI MAX. FOR CONTINUATION & EXACT LOCATION SEE CIVIL PLANS ô õ 1"ö öõ õ ö ö 1 WH ô 1 BT 1 L 1 L 1 WC 1 SH 1 US 1 WMB 1 KS 1 DW 1 BT 1 WC 1 L 1 WB Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-1.2.1 PLAN 4521 H & C WATER FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES ö ô ö1" ö õ õ öõ 1"ö1" ô ö1"ö ô ô 1 L 1 L 1 WC 1 SH 1 SH 1 WC 1 L 1 WMB 1 BT 1 WC 1 L 1 SH 1 WC 1 L 1 WC 1 L 1 WB 1 WB Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-1.2.2 PLAN 4521 H & C WATER FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES NATURAL GAS SIZING TOTAL MAX. DEMAND cfh ___________________________170 cfh TOTAL LENGTH (meter to most remote outlet) ______ 99 ft. (use 100ft. row) PSI SUPPLIED _______________________________________ less than 2psi PIPE SIZE REQUIRED _______________________________ 1 in. SIZED PER CPC 2019 TABLE 1215.2(1) SLSH1 2" 50 1" 195 11 4" 400 3 4" 104cfh - PLAN 4521 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" GAS OPTIONAL GAS STUB MAX 40K BTU DRYER 35K BTU RANGE 65K BTU ô ô 1" FAU (30 cfh) ôPulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-1.3.1 PLAN 4521 NAT. GAS FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PLAN 4026 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" WASTE, VENT, AND DRAIN FOR CONTINUATION & EXACT LOCATION SEE CIVIL PLANS 2-WAY COTGSLOPE @ 2% MIN.T&P RELIEF AND CONDENSATE DRAIN TO EXTERIOR : $)* COTG 3" 2" 3" 2" 3" COTG3" 2" õ 4 3 3 3 3 4 1 DW 1 KS 7 1 WC 1 L PLAN 4026 - SECOND FLOOR PLUMBING SCALE: 1/4" = 1'-0" WASTE, VENT, AND DRAIN 5 1 1 1 1 6 2" 2" 2"2" 2"2" 2" 62"õ2" õõ 6 õ õ 2" 2"2"2" 3" 1 BT 1 WC 1 L1 L 1 BT 1 WC 1 SH 1 L 1 L 1 WMB 1 US 62"5 Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-2.1.1 PLAN 4026 W, V, & D FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 3"COTG 3" 3"COTG 3"SLOPE @ 2% MIN.õ õ 2" 2" 2" 1 WC 1 L 1 WC 1 L 1 SH 1 BT 1 1 õ õ2"2" 3" 1 6 2"õ2" õõ 2" 1 SH 1 WC 1 L1 L 1 WC 1 SH 1 L 1 L Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-2.1.2 PLAN 4026 W, V, & D FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PLAN 4026 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" HOT & COLD WATER 12 15 11 10 10 151010 11 13 14 1-1/2" DOMESTIC WATER SERVICE RISER W/ FULL SIZE S.O.V. & PRV, SET @ 65 PSI MAX. FOR CONTINUATION & EXACT LOCATION SEE CIVIL PLANS 1 WH õ õ õ ö ö öô õõ 1 WC 1 L 1 DW 1 KS 1 WB 1 HB 1 HB 35 PLAN 4026 - SECOND FLOOR PLUMBING SCALE: 1/4" = 1'-0" HOT & COLD WATER 12 15 11 10 10 151010 11 13 14 1 BT 1 BT 1 WC 1 WC 1 SH 1 L 1 L 1 L 1 L 1 WMB1 US Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-2.2.1 PLAN 4026 H & C WATER FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES öö 1 WC 1 BT 1 L öô 1 WC 1 SH 1 L ö öô ö 15 10 10 12 151010 12 1 SH 1 WC 1 L 1 L 1 WC 1 SH 1 L 1 L Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-2.2.2 PLAN 4026 H & C WATER FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PLAN 4026 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" GAS õ OPT. STUB MAX 40K BTU OPTIONAL FIRE PLACE 40K BTU 19 RANGE 65K BTU ô ö öô ô 26 1" PLAN 4026 - SECOND FLOOR PLUMBING SCALE: 1/4" = 1'-0" GAS DRYER 35K BTU 18 NATURAL GAS SIZING TOTAL MAX. DEMAND cfh ___________________________224 cfh TOTAL LENGTH (meter to most remote outlet) ______ 71 ft. (use 80ft. row) PSI SUPPLIED _______________________________________ less than 2psi PIPE SIZE REQUIRED _______________________________ 11 4 in. SIZED PER CPC 2019 TABLE 1215.2(1) SLSH1 2" 56 1" 220 11 4" 452 3 4" 117cfh - FAU (44 cfh)Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-2.3.1 PLAN 4026 NAT. GAS FLOOR PLAN 1 REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PLAN 4028 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" WASTE, VENT, AND DRAIN 3 3 3 COTG COTG 4 4 3 4" 3" 3" 2" 3" õ 2"2" 3" 1 L 1 WC 1 BT 1 KS 1 DW 7 T&P RELIEF AND CONDENSATE DRAIN TO EXTERIOR : $)* 3 3" FOR OPTIONS ONLY FOR CONTINUATION & EXACT LOCATION SEE CIVIL PLANS 2-WAY COTGSLOPE @ 2% MIN.PLAN 4028 - SECOND FLOOR PLUMBING SCALE: 1/4" = 1'-0" WASTE, VENT, AND DRAIN 1 3 6 6 5 5 11 6 2" õ õ 3" 2" 2" 2" 2" 2" õõ 2"2" 2" 2"2" 2" 1 L 1 L 1 L 1 L 1 WC 1 WC 1 SH 1 BT 1 BT 1 US 1 WMB Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-3.1.1 PLAN 4028 W, V, & D FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 3 COTG 4 3" 3" õ 2"2" 1 L 1 WC 1 SH 11 62" õõ 2" 2"2" 1 L 1 L 1 WC 1 SH 3 6 5 2" õ õ 3" 2" 2" 1 L 1 L 1 WC 1 SH 1 3" 6 2" 1 L 1 WC 1 BT 1 3" 6 2" 1 L 1 WC 1 SH Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-3.1.2 PLAN 4028 W, V, & D FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PLAN 4028 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" HOT & COLD WATER 1-1/2" DOMESTIC WATER SERVICE RISER W/ FULL SIZE S.O.V. & PRV, SET @ 65 PSI MAX. FOR CONTINUATION & EXACT LOCATION SEE CIVIL PLANS 1 HB 1 HB 15 12 11 10 10 8 8 õ õ 1"ö ô 1" õ õ ö õ ö 1 L 1 WC 1 KS 1 DW 1 WB 1 WH 1 BT 35 FOR OPTIONS ONLY 8 PLAN 4028 - SECOND FLOOR PLUMBING SCALE: 1/4" = 1'-0" HOT & COLD WATER 15 12 11 10 10 9 9 ö ö ö ö 1 L 1 L 1 L 1 L 1 WC 1 WC 1 SH 1 BT 1 BT 1 US 1 WMB Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-3.2.1 PLAN 4028 H & C WATER FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES 1" õ õ 1 L 1 WC 1 WH 1 SH FOR OPTIONS ONLY 9 ö ö 1 L 1 L 1 WC 1 SH 15 12 10 10 1 L 1 L 1 WC 1 SH ö ö ö ö 1 BT 1 SH 1 WC 1 WC 1 L 1 L 9 9 Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-3.2.2 PLAN 4028 H & C WATER FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES PLAN 4028 - FIRST FLOOR PLUMBING SCALE: 1/4" = 1'-0" GAS NATURAL GAS SIZING TOTAL MAX. DEMAND cfh ___________________________224 cfh TOTAL LENGTH (meter to most remote outlet) ______ 86 ft. (use 90ft. row) PSI SUPPLIED _______________________________________ less than 2psi PIPE SIZE REQUIRED _______________________________ 114 in. SIZED PER CPC 2019 TABLE 1215.2(1) SLSH1 2" 52 1" 207 11 4" 424 3 4" 110cfh - õ 19 ô RANGE 65K BTU ö1" OPT. STUB 40K BTU ô OPTIONAL FIRE PLACE 40K BTU 1" 17ô PLAN 4028 - SECOND FLOOR PLUMBING SCALE: 1/4" = 1'-0" GAS DRYER 35K BTU 18 FAU (44 cfh) 18 Pulte Homes27401 Los Altos, Suite 400Mission Viejo, California 92691480-391-6000Fairfield at Alberhill RanchLake Elsinore, California 925301 5/26/23 HT PLAN CHECK 1 ---- ---- ---- ---- ---- ---- ---- REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET REVISIONS No.Remarks DRAWN: CHECKED: DATE: SCALE: JOB NO: Date STAMP: SHEET TITLE Toll Free: 800-498-4110Ceres, CA 209-538-2879Fax: 209-538-2885www.califliving.comDrn SHEET Kamal Iskander H.T. K.I. 6/20/2023 AS NOTED 29266 2 6/20/23 HT PLAN CHECK 2 P-3.3.1 PLAN 4028 NAT. GAS FLOOR PLAN REVIEWED FOR CODE COMPLIANCE June 29, 2023 TRB AND ASSOCIATES N ALT PHOTOVOLTAIC SYSTEM DETAIL ITEM DETAIL - ALTERNATE MODULES QTY MODULE TRINA VERTEX S+ TSM-NE09RC.05 9, 12, 13 MODULE RATING, STC, DC 415 WATTS NA SYSTEM SIZE(S), STC, DC 3.735kW, 4.980kW, 5.395kW NA MODULE CANADIAN SOLAR HiKu6 CS6R-395 9, 12, 13 MODULE RATING, STC, DC 395 WATTS NA SYSTEM SIZE(S), STC, DC 3.555kW, 4.740kW, 5.135kW NA PHOTOVOLTAIC SYSTEM DETAIL ITEM DETAIL QTY MODULE HANWHA, Q.PEAK DUO BLK ML-G10+9, 12, 13 MODULE RATING, STC, DC 405 WATTS NA INVERTER ENPHASE, IQ8PLUS-72-2-US MICROINVERTER 9, 12, 13 RACKING SYSTEM IRONRIDGE XR10 RAIL 1 DATA ACQUISITION ENPHASE IQ ENVOY 1 SHEET LIST SHEET TITLE GENERAL PV-G1 COVER PAGE PV-G2 GENERAL INFORMATION ARCHITECTURAL DRAWINGS PV-A1 PLAN 1A/A OPT &1B/B OPT PV-A2 PLAN 1C/C OPT &2A/A OPT PV-A3 PLAN 2B/B OPT &2C/C OPT PV-A4 PLAN 3A/A OPT &3B/B OPT PV-A5 PLAN 3C/C OPT PV-S1 ROOFING DETAILS PV-S2 STRUCTURAL DETAILS PV-E1 PV SYSTEM 3-LINE AND CALCS - 3.645kW PV-E2 PV SYSTEM 3-LINE AND CALCS - 4.860kW PV-E3 PV SYSTEM 3-LINE AND CALCS - 5.265kW PV-E4 ELECTRICAL DETAILS PV-X1 EQUIPMENT SPECIFICATIONS PV-X1.1 EQUIPMENT SPECIFICATIONS PV-X1.2 EQUIPMENT SPECIFICATIONS PV-X2 EQUIPMENT SPECIFICATIONS PV-X2.1 EQUIPMENT SPECIFICATIONS PV-X3 EQUIPMENT SPECIFICATIONS PV-X4 EQUIPMENT SPECIFICATIONS CONTACT INFORMATION BUILDER: SUNNOVA ENERGY CORP - SOLAR OWNER CONTACT: GEOFFREY BERLIN / SOLAR DESIGN MANAGER 6531 IRVINE CENTER DR. #200 IRVINE, CA 92618 PHONE: 720-873-7501 EMAIL: GEOFFREY.BERLIN@SUNNOVA.COM PROJECT DESIGNER: DUSTIN LANNING NAMASTE SOLAR PHONE: 303-447-0300 X403 EMAIL: DUSTIN.LANNING@NAMASTESOLAR.COM AUTHORITIES HAVING JURISDICTION BUILDING AUTHORITY CITY OF LAKE ELSINORE ELECTRICAL AUTHORITY CITY OF LAKE ELSINORE ZONING / PLANNING AUTHORITY CITY OF LAKE ELSINORE ELECTRIC UTILITY COMPANY SCE DESIGN CRITERIA DESIGN WIND LOAD 110 DESIGN SNOW LOAD 0 EXPOSURE CATEGORY C HIGH TEMP (ASHRAE 2% HIGH)36 LOW TEMP (ASHRAE EXTREME LOW)-1 OCCUPANCY R-3 CONSTRUCTION TYPE V-B INSTALL METHOD PLAN SUMMARY plan panel qty. system size dc (kw) system size ac (kw) no. of stories 1A/A OPT 9 3.645 2.610 1 1B/B OPT 9 3.645 2.610 1 1C/C OPT 9 3.645 2.610 1 2A/A OPT 12 4.860 3.480 2 2B/B OPT 12 4.860 3.480 2 2C/C OPT 12 4.860 3.480 2 3A/A OPT 13 5.265 3.770 2 3B/B OPT 13 5.265 3.770 2 3C/C OPT 13 5.265 3.770 2 REV#INITIALSDATE DESCRIPTIONORIGINAL BY:DATE:REVIEWED BY:DATE:BUILDER:LOCATION:TRACT NUMBER:PROJECT:PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER: Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618FAIRFIELD AT ALBERHILL RANCH SERIES 2 HEYAW GETABECHA23.01.04KEVIN ENNIS23.01.04 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAP SCOPE OF WORK THE PROJECT SCOPE INCLUDES THE DESIGN AND SPECIFICATION OF GRID-TIED PHOTOVOLTAIC (PV) ELECTRIC SYSTEMS AND ENERGY STORAGE. ALL WORK REQUIRED FOR PV SYSTEM INSTALLATION IS TO BE COMPLETED BY A SUBCONTRACTOR DESIGNATED BY THE OWNER. THE PHOTOVOLTAIC SYSTEMS WILL CONSIST OF ROOF-MOUNTED PV ARRAYS, ROOF OR WALL MOUNTED PV INVERTERS, AS WELL AS RELATED ELECTRICAL AND SAFETY EQUIPMENT. THE PV SYSTEMS WILL BE CONNECTED TO THE EXISTING ELECTRICAL SYSTEM THROUGH A LOAD-SIDE CONNECTION IN THE MAIN ELECTRICAL PANEL. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND AS REQUIRED BY THE LOCAL UTILITY COMPANY. NTS COVER PAGE PV-G1 PHOTOVOLTAIC SYSTEM COMMUNITY PLAN LAKE ELSNORE, CA LAKE ELSNORE, CAFAIRFIELD AT ALBERHILLRANCH SERIES 2STORAGE SYSTEM DETAIL ITEM DETAIL - STORAGE EQUIPMENT QTY STORAGE SYSTEM FRANKLIN WH aPOWER (13.6kWh)1 TRANSFER SWITCH FRANKLIN WH aGATE 1 COMMUNITY SITE MAP TILE W/COMP SHINGLE WELL APPLICABLE CODES AND STANDARDS VERSION CODE OR STANDARD 2019 CALIFORNIA ELECTRICAL CODE (CEC) 2019 CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA RESIDENTIAL CODE (CRC)PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588ALTERNATE EQUIPMENT MAY BE USED DEPENDING ON AVAILABILITY AT THE TIME OF INSTALLATION. ALTERNATE EQUIPMENT MODELS ARE LISTED BELOW AND SPECIFICATIONS CAN BE FOUND ON SHEETS PV-X1.1, PV-X1.2, AND PV-X2.1. ITEM DETAIL - ALTERNATE STORAGE QTY STORAGE SYSTEM TESLA POWERWALL 2 BATTERY (13.5kWh)1 TRANSFER SWITCH TESLA GATEWAY 2 1 ITEM DETAIL - ALTERNATE INVERTERS QTY INVERTER ENPHASE, IQ7PLUS-72-X-US MICROINVERTER VARIES ITEM DETAIL - ALTERNATE STORAGE QTY STORAGE SYSTEM ENPHASE IQ10T BATTERY (10.5kWh)1 TRANSFER SWITCH ENPHASE ENPOWER SMART SWITCH 1 PULTE HOMES: 4511 WILLOW ROAD, SUITE #8 PLEASANTON, CA 94588 LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588GENERAL NOTES: 1) ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO ALL LOCAL, STATE AND UTILITY REQUIREMENTS. 2) PV SYSTEM DESIGNS AND INSTALLATIONS SHALL ADHERE TO ALL REQUIREMENTS OF THE CURRENT VERSION OF THE IFC, WHERE APPLICABLE. 3) PROJECTS SHALL CONFORM TO ALL CITY AND COUNTY ORDINANCES. 4) ALL EQUIPMENT INSTALLATION MUST BE COMPLETED ACCORDING TO THE SPECIFICATIONS AND METHODS DESCRIBED IN THE PLANS AND EQUIPMENT MANUFACTURER'S INSTRUCTIONS. MODIFICATIONS MUST BE PRESENTED TO THE DESIGNER AND SUNSTREET ENERGY FOR REVIEW. 5) SUBCONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND LIABILITY FOR COMPLIANCE WITH REGULATIONS PER FEDERAL OSHA AND LOCAL REGULATIONS PERTAINING TO WORK PRACTICES, PROTECTION OF WORKERS AND VISITORS TO THE SITE. 6) SUBCONTRACTOR SHALL VERIFY (E) CONDITIONS AND NOTIFY PRIMARY CONTRACTOR OF DISCREPANCIES REQUIRING FURTHER CLARIFICATION BEFORE PROCEEDING WITH WORK. 7) THIS PROPOSED SOLAR ELECTRIC SYSTEM SHALL OPERATE IN PARALLEL WITH POWER RECEIVED FROM THE LOCAL UTILITY SERVICE PROVIDER. LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY SOLAR PHOTOVOLTAIC INSTALLATION. 8) THIS PHOTOVOLTAIC SYSTEMS UTILITY INTERCONNECTION POINT SHALL MEET THE SPECIFIC REQUIREMENTS OF THE NEC AND BE INTERCONNECTED AT A SINGLE POINT-THE "POINT OF CONNECTION." 9) ALL EQUIPMENT SHALL BE INSTALLED IN CONFORMANCE WITH THE CONSTRUCTION SPECIFICATIONS HEREIN. 10) ALL DRAWINGS, COMPONENT MANUALS, INVERTER MANUALS, ETC SHALL BE READ AND UNDERSTOOD PRIOR TO INSTALLATION. 11) THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURE AND UTILITIES. 12) ALL COMPONENTS TO BE INSTALLED WITH THIS SYSTEM SHALL BE "UL" LISTED. EQUIPMENT SHALL BE NEMA-3R OUTDOOR RATED OR BETTER UNLESS LOCATED INDOORS. 13) INSTALLATION CREW SHALL HAVE A MINIMUM OF ONE ELECTRICIAN ONSITE AT ALL TIMES WHEN ELECTRICAL WORK IS BEING PERFORMED. 14) DC VOLTAGE FROM THE ARRAY IS ALWAYS PRESENT AT THE DC TERMINALS DURING DAYLIGHT HOURS. ALL PERSONS WORKING ON OR INVOLVED WITH THIS PHOTOVOLTAIC SYSTEM ARE WARNED THAT THE SOLAR MODULES ARE ENERGIZED WHENEVER THEY ARE EXPOSED TO DAYLIGHT. 15) EQUIPMENT SHALL BE MOUNTED PER THE MANUFACTURER'S SPECIFICATIONS. IF SPECIFICATIONS ARE NOT APPARENT, THE CONTRACTOR SHALL USE DILIGENT EFFORTS TO MOUNT EQUIPMENT SUCH THAT IT WILL BE IN A WORKMANLIKE MANNER. 16) GOOD HOUSEKEEPING SHALL BE OBSERVED AND TRASH SHALL BE REMOVED AS FREQUENTLY AS NEEDED TO ENSURE A SAFE WORK ENVIRONMENT. 17) SAFETY REGULATIONS (LOCK OUT-TAG OUT, ETC) SHALL BE OBSERVED DURING CONSTRUCTION. 18) NO SHEET METAL OR TECH SCREWS SHALL BE USED TO GROUND DISCONNECT ENCLOSURE WITH TIN-PLATED ALUMINUM LUGS; PROPER GROUNDING/GROUND BAR KITS SHALL BE USED. ABBREVIATIONS SYMBOLS TRANSFORMER FUSE METERM SWITCH / DISCONNECT EARTH GROUND CIRCUIT BREAKER FUSED DISCONNECT CONDUCTOR CALL-OUT 8 EQUIPMENT CALL-OUT MICROINVERTER UN-FUSED DISCONNECT FAULT CALC. FLAG ELECTRICAL PANEL 8 °C DEGREES CELSIUS AC ALTERNATING CURRENT AHJ AUTHORITY HAVING JURISDICTION AL ALUMINUM AWG AMERICAN WIRE GAUGE BLDR BUILDER COEF COEFFICIENT CU COPPER DC DIRECT CURRENT (E) EXISTING EGC EQUIPMENT GROUNDING CONDUCTOR EMT ELECTRICAL METAL TUBING ESS ENERGY STORAGE SYSTEM EXT EXTERIOR GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GRND GROUND IMP CURRENT OF MAX POWER INT INTERIOR ISC SHORT CURRENT CURRENT JB JUNCTION BOX M METER MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM (N) NEW NA NOT APPLICABLE NEC NATIONAL ELECTRIC CODE OC ON CENTER P POWER PV PHOTOVOLTAIC QTY QUANTITY REQ'D REQUIRED SS STAINLESS STEEL STD STANDARD TBD TO BE DETERMINED TEMP TEMPERATURE TYP TYPICAL V VOLTS VMP MAXIMUM POWER VOLTAGE VOC OPEN CIRCUIT VOLTAGE XFMR TRANSFORMER VIF VERIFY IN FIELD DIRECT CURRENT ALTERNATING CURRENT 15A/2P 15A/2P n 15A/1P g IFC FIRE VENTING SETBACK AREA HIDDEN / INTERIOR VENT / OBSTRUCTION A 1 PV-S1 SECTION IDENTIFICATION DETAIL IDENTIFICATION1 PV-S1 PV-A SHEET NOTES: A) SHADED AREAS REPRESENT FIRE CODE SETBACKS. SETBACKS ARE DETERMINED BY AUTHORITIES HAVING JURISDICTION LISTED ON PV-G1. B) NORTH ARROW ASSUMED TO BE UP FOR ALL ORIENTATIONS. EXACT AZIMUTH TO BE DETERMINED PER LOT WITH INDIVIDUAL SUBMITTALS. C) EQUIPMENT TYPE A OR B SELECTION PER HOME IS TO BE COORDINATED BY SUNNOVA ENERGY CORPORATION, BASED ON PRODUCT AVAILABILITY AT THE TIME OF CONSTRUCTION. DEAD LOAD CALCULATIONS - MAX SYSTEM SIZE: ARRAY WEIGHT CALCULATIONS - HW405 EQUIPMENT WEIGHT (LBS.)QTY.TOTAL (LBS.) INVERTER 2.38 1 2.38 MODULE 48.5 1 48.50 RACKING 0.825 6.5 10.73 TOTAL ARRAY WEIGHT PER MODULE:61.61 TOTAL AREA PER MODULE IN SQ. FEET 21.12 TOTAL NUMBER OF MODULES:13 TOTAL WEIGHT OF ARRAY (PV MODS + INVERTERS + RACKING) IN LBS.:800.87 LOADING DETAILS TOTAL WEIGHT OF ARRAY:800.87 MAX. SPACING BETWEEN ATTACHMENTS:4' MIN. NUMBER OF ATTACHMENT POINTS:24 WEIGHT PER ATTACHMENT IN LBS.:33.84 TOTAL ARRAY SURFACE AREA IN SQ. FEET:274.56 DISTRIBUTED WEIGHT OF MODULES ON ROOF, LBS. PER SQ. FOOT:2.92 UPLIFT DESIGN # (PSF):66 TOTAL UPLIFT FOR ARRAY (LBS.):18120.96 UPLIFT FOR ATTACHMENTS (TOTAL UPLIFT - ARRAY WEIGHT) (LBS.):17,320.10 PV-G2 NTS ESS ENERGY STORAGE SYSTEM (BATTERY) GENERAL INFORMATION LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PLAN 1, 23° TILT (TYP.) ORIENTATION 1 ELEVATION A/A OPT - STANDARD 3.645kW PLAN 1 ORIENTATION 1 ELEVATION A/A OPT - REVERSE 3.645kW PLAN 1, 23° TILT (TYP.) ORIENTATION 1 ELEVATION B/B OPT - STANDARD 3.645kW PLAN 1 ORIENTATION 3 ELEVATION A/A OPT- STANDARD 3.645kW PLAN 1 ORIENTATION 4 ELEVATION A/A OPT - STANDARD 3.645kW PLAN 1 ORIENTATION 2 ELEVATION A/A OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 3 ELEVATION A/A OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 4 ELEVATION A/A OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 3 ELEVATION B/B OPT- STANDARD 3.645kW PLAN 1 ORIENTATION 4 ELEVATION B/B OPT - STANDARD 3.645kW PLAN 1 ORIENTATION 1 ELEVATION B/B OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 2 ELEVATION B/B OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 3 ELEVATION B/B OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 4 ELEVATION B/B OPT- REVERSE 3.645kW PLAN 1 ORIENTATION 2 ELEVATION B/B OPT - STANDARD 3.645kW N PLAN 1 ORIENTATION 2 ELEVATION A/A OPT - STANDARD 3.645kW PV-A1 1/16" = 1'-0 PLANS 1A/A OPT & 1B/B OPT UTILITY METER & MAIN SERVICE PANEL (VERIFIED BY BUILDER) AC COMBINER BOX ESS BATTERY (INTERIOR) ESS SMART SWITCH (INTERIOR) BACKED UP LOADS PANEL (INTERIOR) ESS TO BE MOUNTED A MINIMUM OF 48" ABOVE FINNISHED FLOOR PER CRC 328.8.1 SOLADECK WIRE TRANSITION BOX (UNDER ARRAY) ACCESS PATHWAYS PER CRC SECTION R324.6.1 ROOF ACCESS POINT ROOF ACCESS POINT LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-A2 1/16" = 1'-0 PLAN 1, 23° TILT (TYP.) ORIENTATION 1 ELEVATION C/C OPT - STANDARD 3.645kW PLAN 1 ORIENTATION 1 ELEVATION C/C OPT - REVERSE 3.645kW PLAN 2, 23° TILT (TYP.) ORIENTATION 1 ELEVATION A/A OPT - STANDARD 4.860kW PLAN 1 ORIENTATION 3 ELEVATION C/C OPT- STANDARD 3.645kW PLAN 1 ORIENTATION 4 ELEVATION C/C OPT - STANDARD 3.645kW PLAN 1 ORIENTATION 2 ELEVATION C/C OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 3 ELEVATION C/C OPT - REVERSE 3.645kW PLAN 1 ORIENTATION 4 ELEVATION C/C OPT - REVERSE 3.645kW PLAN 2 ORIENTATION 3 ELEVATION A/A OPT- STANDARD 4.860kW PLAN 2 ORIENTATION 4 ELEVATION A/A OPT - STANDARD 4.860kW PLAN 2 ORIENTATION 1 ELEVATION A/A OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 2 ELEVATION A/A OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 3 ELEVATION A/A OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 4 ELEVATION A/A OPT- REVERSE 4.860kW PLAN 2 ORIENTATION 2 ELEVATION A/A OPT - STANDARD 4.860kW PLAN 1 ORIENTATION 2 ELEVATION C/C OPT - STANDARD 3.645kW PLANS 1C/C OPT & 2A/A OPT UTILITY METER & MAIN SERVICE PANEL (VERIFIED BY BUILDER) AC COMBINER BOX ESS BATTERY (INTERIOR) ESS SMART SWITCH (INTERIOR) BACKED UP LOADS PANEL (INTERIOR) ESS TO BE MOUNTED A MINIMUM OF 48" ABOVE FINNISHED FLOOR PER CRC 328.8.1 SOLADECK WIRE TRANSITION BOX (UNDER ARRAY) ACCESS PATHWAYS PER CRC SECTION R324.6.1 ROOF ACCESS POINT ROOF ACCESS POINT LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 945881/16" = 1'-0 PV-A3 PLAN 2, 23° TILT (TYP.) ORIENTATION 1 ELEVATION B/B OPT - STANDARD 4.860kW PLAN 2 ORIENTATION 1 ELEVATION B/B OPT - REVERSE 4.860kW PLAN 2, 23° TILT (TYP.) ORIENTATION 1 ELEVATION C/C OPT - STANDARD 4.860kW PLAN 2 ORIENTATION 3 ELEVATION B/B OPT- STANDARD 4.860kW PLAN 2 ORIENTATION 4 ELEVATION B/B OPT - STANDARD 4.860kW PLAN 2 ORIENTATION 2 ELEVATION B/B OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 3 ELEVATION B/B OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 4 ELEVATION B/B OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 3 ELEVATION C/C OPT- STANDARD 4.860kW PLAN 2 ORIENTATION 4 ELEVATION C/C OPT - STANDARD 4.860kW PLAN 2 ORIENTATION 1 ELEVATION C/C OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 2 ELEVATION C/C OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 3 ELEVATION C/C OPT - REVERSE 4.860kW PLAN 2 ORIENTATION 4 ELEVATION C/C OPT- REVERSE 4.860kW PLAN 2 ORIENTATION 2 ELEVATION C/C OPT - STANDARD 4.860kW PLAN 2 ORIENTATION 2 ELEVATION B/B OPT - STANDARD 4.860kW PLANS 2B/B OPT & 2C/C OPT LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 945881/16" = 1'-0 PV-A4 PLAN 3, 23° TILT (TYP.) ORIENTATION 1 ELEVATION A/A OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 1 ELEVATION A/A OPT - REVERSE 5.265kW PLAN 3, 23° TILT (TYP.) ORIENTATION 1 ELEVATION B/B OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 3 ELEVATION A/A OPT- STANDARD 5.265kW PLAN 3 ORIENTATION 4 ELEVATION A/A OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 2 ELEVATION A/A OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 3 ELEVATION A/A OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 4 ELEVATION A/A OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 3 ELEVATION B/B OPT- STANDARD 5.265kW PLAN 3 ORIENTATION 4 ELEVATION B/B OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 1 ELEVATION B/B OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 2 ELEVATION B/B OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 3 ELEVATION B/B OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 4 ELEVATION B/B OPT- REVERSE 5.265kW PLAN 3 ORIENTATION 2 ELEVATION B/B OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 2 ELEVATION A/A OPT - STANDARD 5.265kW PLANS 3A/A OPT & 3B/B OPT UTILITY METER & MAIN SERVICE PANEL (VERIFIED BY BUILDER) AC COMBINER BOX ESS BATTERY (INTERIOR) ESS SMART SWITCH (INTERIOR) BACKED UP LOADS PANEL (INTERIOR) ESS TO BE MOUNTED A MINIMUM OF 48" ABOVE FINNISHED FLOOR PER CRC 328.8.1 SOLADECK WIRE TRANSITION BOX (UNDER ARRAY) ACCESS PATHWAYS PER CRC SECTION R324.6.1 ROOF ACCESS POINT ROOF ACCESS POINT LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVERED PATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.COVEREDPATIO OPT.REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 945881/16" = 1'-0 PV-A5 PLAN 3, 23° TILT (TYP.) ORIENTATION 1 ELEVATION C/C OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 1 ELEVATION C/C OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 3 ELEVATION C/C OPT- STANDARD 5.265kW PLAN 3 ORIENTATION 4 ELEVATION C/C OPT - STANDARD 5.265kW PLAN 3 ORIENTATION 2 ELEVATION C/C OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 3 ELEVATION C/C OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 4 ELEVATION C/C OPT - REVERSE 5.265kW PLAN 3 ORIENTATION 2 ELEVATION C/C OPT - STANDARD 5.265kW PLANS 3C/C OPT LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-S1 ROOFING DETAILS NTS TYPICAL TILE ROOF LAYOUT (WELL MOUNT) PROFILE VIEW SIDE WALL DETAIL 1 S1 2 S1 5 S1 5 S1 2 S1 SHINGLE ROOF (SPECIFIED BY BUILDER/ROOFER) S-TILE OR FLAT TILE (SPECIFIED BY BUILDER/ROOFER) INTERLOCKING 26 GA. GAL. METAL SHINGLES & TILE PANE TO RUN LENGTH OF SHINGLE/TILE TRANSITION (TYP.) RAFTER (TYP.) S-TILE OR FLAT TILE (TYP.) S-TILE OR FLAT TILE (TYP.) DECKING (TYP.) RAFTER (TYP.) NOTES: BY BUILDER/ROOFER 1.SHINGLE ROOF SYSTEM INCLUDING SHINGLES, UNDERLAYMENT, AND FLASHING DETAILS TO BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS AND NRCA BEST PRACTICES. 2.26 GA. INTERLOCKING FLASHING "SIDEWALL" TO BE INSTALLED ALONG THE LENGTH OF THE PV ARRAY AT ROOFING MATERIAL TRANSITION. IT SHALL BE APPROVED PRIOR TO PV SYSTEM INSTALLATION. 3.INSTALL SIDE WALL CAP AT TOP OF EACH SIDE WALL. 4.CANT STRIP TAPERS TRANSITION FOR WATER FLOW. TRANSITION MUST BE OF A POSITIVE SLOPE. SHINGLES UPPER PEEL & STICK COVERS TOP OF SHINGLE EXPOSED AREA UPPER PEEL & STICK MIN 18" TOP UNDERLAYMENT-SHINGLE TRANSITION DETAIL3 S1 WELL AREA UNDERLAYMENT MIN 1X30LB FELT MIN. 4" OVERLAP TILE UNDERLAYMENT MIN 1X30 LB FELT FLASHING DETAIL6 S1 6 S1 . . 3 S1 EAVE INTERLOCKING 26 GAL. METAL SHINGLE & TILE PAN.SHINGLES WAKAFLEX VERTICAL PEEL & STICK CANT STRIP CANT STRIP WAKAFLEX 6" PAST TILE PAN 1/2" HEM VERTICAL PEEL & STICK MIN 18" WIDTH MIN 1X30 LB FELT IN WELL AREA TILE WAKAFLEX CANT STRIP HORIZONTAL PEEL & STICK HORIZONTAL PEEL & STICK 4 S1 SHINGLES 2 SHINGLE COURSE OVERLAP TILE VERTICAL PEEL & STICK (TYP.) HORIZONTAL PEEL & STICK CANT STRIP UPPER PEEL & STICK SIDE WALL CAP (TYP.) SHINGLES IN WELL AREA BOTTOM TRANSITION DETAIL SHINGLES IN WELL AREA SIDE WALL CAP (TYP.) SIDE WALL CAP (TYP.) SIDE WALL CAP TILE PAN TILE PAN OVERLAP MIN 4" 2 STRIPS OF CAULK CAULK FASTENER HEADS METAL SHINGLE INTERWOVEN WITH ASPHALT SHINGLE SIDE WALL TOP VIEW MIN 6" OVERLAP MIN 4" OVERLAP SIDE WALL OVERLAP MIN 4" 4 S1 7 S1 MIN. 6" FLASHING UNDER TILE MIN. 4" FLASHING UNDER SHINGLES LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 945882X4 STRUCTURAL MEMBER ALL CONDUCTORS SHALL BE PROTECTED IN ACCORDANCE WITH NEC 300.4 METAL NOTCH TOP PLATE CONDUCTOR PROTECTION PER NEC 300.41 S2 ROOF ATTACHMENT AND FLASHING DETAIL2 S2 RACKING EQUIPMENT SCHEDULE VENDOR PART DESCRIPTION IRONRIDGE XR 10 LIGHT RAIL: XR-10-132B, XR-10-168B, XR-10-204B (BLACK) IRONRIDGE XR 10 BONDED SPLICE, XR-10-SPLC-BD IRONRIDGE UNIVERSAL FASTENING OBJECT (UFO), UFO-CL-001 (BLACK) IRONRIDGE XR 100 END CAP, XR-10-CAP (BLACK) IRONRIDGE CAMO END CLAMP, CAMO-01-M1 (BLACK) IRONRIDGE BONDING STRAP EXPANSION JOINT, RS-GDXP-001 IRONRIDGE GROUNDING LUG, LOW PROFILE, GD-LUG-003 IRONRIDGE MICROINVERTER MOUNTING KIT, MI-BHW QUICKMOUNT L-FOOT QUICKMOUNT ALUMINUM FLASHING - .04" THICK, 9"X12" QUICKMOUNT HEX-HEAD LAG SCREW, 516" x 4-1/2 IRONRIDGE RAIL QMPV L-FOOT TRUSS TOP CHORD PV MODULE APPROVED ROOFING UNDERLAYMENT INSTALLED BY OTHERS - REFER TO ROOF FRAMING PLANS FOR SPECIFICS PV MODULE IRONRIDGE RAIL ROOF DECKING BUILDING STRUCTURE ROOF MATERIAL LAG BOLT - 516" W/ 2.5" MIN. EMBEDMENT, SEALED QMPV L-FOOT ASSEMBLY SOLADECK WIRE TRANSITION BOX (UNDER ARRAY) ATTACHMENT POINTS (TYP) ATTACHMENTS STAGGERED AT 48" O.C. ACROSS RAFTERS IRONRIDGE RAIL (TYP) 2" X 4" RAFTER (TYP) 24" O.C. ROOF ATTACHMENT LAYOUT3 S2 PV-S2 STRUCTURAL DETAILS NTS LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG UTILITY METER & MAIN SERVICE PANEL (EXTERIOR) AC COMBINER BOX (EXTERIOR) BACKED UP LOADS PANEL (INTERIOR) TRANSFER SWITCH (INTERIOR) ESS (INTERIOR) PV ARRAY WITH MICROINVERTERS REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. SERVICE BY QUALIFIED PERSONNEL ONLY CONTACT: SUNNOVA ENERGY CORP 1-877-SLR-POWR SYSTEM SIZE MODULE QTY MODULE POWER (WATTS dc) SYSTEM SIZE (kW DC @ STC) SYSTEM SIZE (kW AC @ STC) 9 405 3.645 2.610 INTERCONNECTION CALCULATIONS ITEM UNIT PANEL PANEL MANUFACTURER CUTLER-HAMMER BUS RATING AMPS 200 MAIN BREAKER AMPS 200 ALLOWED PV PER NEC AMPS N/A PV OCPD USED AMPS 20 STORAGE OCPD USED AMPS 30 SCALE:1 PV THREE-LINE DIAGRAM (EXAMPLE SYSTEM SHOWN ABOVE) NTS PV AC DISCONNECT 1 PC., CEC 690.13 (B) PANEL FED BY PV AND UTILITY 2 PCS., CEC 705.12 (B)3 PHOTOVOLTAIC SYSTEM CONNECTED 1 PC., AS REQUIRED BY UTILITY WARNING: PHOTOVOLTAIC POWER SOURCE NO.OF PCS. WILL VARY, CEC 690.31 (G) WARNING: ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PV POWER SOURCE - AC SPECS AC OPERATING VOLTAGE: 240 V AC OPERATING CURRENT: A 1 PC., CEC 690.54 WARNING: POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE 2-3 PCS., CEC 705.12 (B)(2)(3)(b) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10.89 *NEUTRAL CAPPED AND NOT USED. 2-#10 CONDUCTOR MAY BE USED UNDER NEC 200.7(C) IF CONDUCTORS ARE CLEARLY MARKED AS REFERENCED. MODULE SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL LOCATION LAKE ELSNORE, CA TEMP, AMBIENT HIGH (Tmax)ASHRAE 2%°C 36 TEMP, AMBIENT LOW (Tmin)ASHRAE EXTREME MIN °C -1 TEMP, MODULE TEST (Ttest)MODULE SPEC °C 25 TEMP. DELTA LOW (Tdelta)Tmin-Ttest °C -26 MODULE MANUFACTURER MODULE SPEC HANWHA MODULE PART NUMBER MODULE SPEC Q.PEAK DUO BLK ML-G10+ MODULE POWER STC (P)MODULE SPEC WATTS (DC)405 MODULE OPERATING VOLTAGE (Vmp)MODULE SPEC VOLTS (DC)37.39 MODULE OPEN CIRCUIT VOLTAGE (Voc)MODULE SPEC VOLTS (DC)45.34 MODULE COEF. VOLT/TEMP (Coef)MODULE SPEC (%/C°) / 100 -0.0027 MODULE MAX VOLTAGE (Vmacmod)Voc + (Voc * Td * Coeff)VOLTS (DC)48.52 MODULE OPERATING CURRENT (Imp)MODULE SPEC AMPS (DC)10.83 MODULE SHORT CIRCUIT CURRENT (Isc)MODULE SPEC AMPS (DC)11.17 MODULE MAXIMUM CURRENT (Imax)(Isc * 1.25)AMPS (DC)13.96 MINIMUM AMPACITY REQ'D. PER NEC (Imax * 1.25)AMPS (DC)17.45 SERIES FUSE RATING, MAX MODULE SPEC AMPS (DC)20 INVERTER SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL INVERTER MAKE INVERTER SPEC ENPHASE INVERTER MODEL INVERTER SPEC IQ8PLUS-72-2-US INVERTER MAX POWER (Wac Max)INVERTER SPEC WATTS (AC)300 INVERTER INPUT VOLTAGE (Voc Max)INVERTER SPEC VOLTS (DC)60 INVERTER OUTPUT VOLTAGE (Vac NOM)INVERTER SPEC VOLTS (AC)240 INVERTER OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INVERTER OUTPUT CURRENT (Iac)INVERTER SPEC AMPS (AC)1.21 INVERTER PHASE QUANTITY INVERTER SPEC PHASE 1 COMPLIANCE INVERTER SPEC UL1741/IEEE1547 INVERTER GROUNDING INVERTER SPEC ISOLATED INVERTER QTY. MAX PER BRANCH CIRCUIT MODULE QTYbc QTY 9 BRANCH CIRCUIT OUTPUT (Imaxbc)(Iac*MODULE QTYbc)AMPS (AC)10.89 INVERTER QTY. TOTAL MODULE QTYt QTY 9 TOTAL SYSTEM OUTPUT (Imaxts)(Iac*MODULE QTYt)AMPS (AC)10.89 CONDUCTOR SIZING CALCULATIONS 1) CONDITION OF USE (COU):(AMPACITY * TEMP. DERATE * FILL DERATE) vs. REQ'D (Imax) 2) TERMINALS (TERM):AMPACITY AT TERMINALS. vs. REQ'D, (Imax * 1.25) KEY SIZE CU/AL INSULATION CALC. TYPE AMPACITY W/O DERATES TEMP. DERATE FILL DERATE RESULT (A)REQ'D (A)OCD USED (A) A #12 CU THWN-2 COU 30 0.91 1.00 27.30 10.89 TERM 25 25 13.61 20 B #10 CU NM-B COU 40 0.91 1.00 36.40 10.89 TERM 35 35 13.61 20 C #10 CU NM-B COU 40 0.91 1.00 36.40 10.89 TERM 35 35 13.61 20 D #1 CU THWN-2 COU 150 0.91 1.00 136.50 80.00 TERM 145 145 100 100 CONDUCTOR SCHEDULE KEY CONDUCTORS CU/AL TYPE LOCATION TRADE A 1 #12 ENPHASE Q CABLE, 1-#6G, FREE AIR CU UL 3003, DG CABLE ARRAY SOLAR B 3-#10*, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR C 3-#10, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR D 3-#10, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR E 3-#1, 1-#3 EGC CU THHN/THWN-2 INTERIOR SOLAR PV-E1 3-LINE DIAGRAM - 3.645kW NTS ELECTRICAL EQUIPMENT SCHEDULE KEY QTY MANUFACTURER MODEL NOTES TRADE 1 9 HANWHA Q.PEAK DUO BLK ML-G10+PV MODULE SOLAR 2 9 ENPHASE IQ8PLUS-72-2-US PV INVERTER SOLAR 3 1 RSTC / SOLADECK 0786-3R5 PV ROOF J-BOX, NEMA 3R SOLAR 4 1 ENPHASE IQ ENVOY ENV-IQAM1-240 PV DATA MONITOR, 240V SOLAR 5 1 ENPHASE X-IQ-AM1-240 AC COMBINER BOX SOLAR 6 1 ENPHASE TBD PV BREAKER, 1 x 20A-2P, 1 X FACTORY-INSTALLED 10A-2P OR 15A-2P BREAKER FOR MONITORING SOLAR 7 1 CUTLER HAMMER TBD PV BREAKER, 1 X20A-2P SOLAR 8 1 TBD TBD SERVICE PANEL, 200A BUS & MAIN BREAKER BLDR. ELEC. 9 1 TBD TBD UTILITY METER, 1PH, 120/240V, 200A BLDR. ELEC. 10 1 TBD TBD GROUNDING ELECTRODE, UFER BLDR. ELEC. 11 1 CUTLER HAMMER TBD BATTERY BREAKER, 1 X30A-2P SOLAR EXTERIOR - GARAGEROOFINTERIOR - GARAGEEXTERIOR - GARAGE G A 3 4 5 6 N 20A/2P G B 1 2 FRANKLIN WH aPOWER BATTERY SPECIFICATIONS ITEM NOTE/CALC UNIT DETAIL GRID INTEGRATION BATTERY SPEC AC COUPLED AC VOLTAGE (NOMINAL)BATTERY SPEC VOLTS (ac)240 USABLE ENERGY BATTERY SPEC kWh (ac)13.6 REAL POWER, MAX CONTINUOUS BATTERY SPEC kW (ac)5 REAL POWER, PEAK (10s, OFF-GRID/BACKUP)BATTERY SPEC kW (ac)10 MAXIMUM SUPPLY FAULT CURRENT BATTERY SPEC kA (ac)20 OVERCURRENT PROTECTION DEVICE FOR CIRCUIT BATTERY SPEC AMPS (ac)90 INTERNAL BATTERY DC VOLTAGE BATTERY SPEC VOLTS (dc)N/A TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY solar pv system equipped with rapid shutdown SOLAR ELECTRIC PV PANELS 1 PC., CEC 690.56 (C)(1)(a) NOTES: GENERAL 1) ALL PV EQUIPMENT WILL BE TESTED AND LISTED FOR ITS USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). 2) THE GROUNDING OF THE PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH THE APPLICABLE VERSION OF THE NEC/CEC. 3) ALL GROUNDING ELECTRODE CONDUCTORS WILL BE INSTALLED IN A CONTINUOUS LENGTH EXCEPT WHERE SPLICED BY AN IRREVERSIBLE CONNECTOR OR EXOTHERMIC WELD. 4) NON-CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER GROUNDING, NOTING THAT TERMINAL LUGS BOLTED ON AN ENCLOSURE'S FINISHED SURFACE MAY BE ELECTRICALLY INSULATED BECAUSE OF PAINT/FINISH. PAINT/FINISH AT POINT OF CONTACT SHALL BE PROPERLY REMOVED. 5) ROOF PENETRATIONS WILL BE COMPLETED AND SEALED PER APPLICABLE CODE. 6) ALL CONDUCTORS WILL HAVE A 90°C RATING TO ENSURE CODE COMPLIANCE. 7) ENPHASE INVERTERS ARE TESTED AND LISTED FOR COMPLIANCE WITH RAPID SHUTDOWN REQUIREMENTS OF SECTION 690.12 OF THE 2019 CEC. SOLAR CONTRACTOR 8) MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61215, IEC61730. 9) CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS. 10) RACEWAY POINT OF PENETRATION FROM EXTERIOR TO INTERIOR WILL BE SEALED TO PREVENT INGRESS OF WATER AND INSECTS. 11) DC WIRING IS LIMITED TO PV ARRAY FOOTPRINT W/ ENPHASE MICRO-INVERTER SYSTEM. 12) MODULE AND ENPHASE WIRING SHALL BE LOCATED AND SECURED UNDER THE ARRAY USING SUITABLE WIRING CLIPS. WIRING SHALL NOT MAKE CONTACT WITH THE ROOF SURFACE AND SHALL BE MANAGED IN A WORKMAN-LIKE MANNER. 13) EQUIPMENT GROUNDING CONDUCTORS WILL BE SIZED IN ACCORDANCE WITH CEC 250.122 14) CONDUCTOR TERMINATIONS WILL BE TORQUED PER DEVICE LISTING, OR MANUFACTURER'S RECOMMENDATIONS. SIGNAGE 15) PV SYSTEMS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH CEC ARTICLE 690 AND OTHER APPLICABLE STATE AND LOCAL CODES. 16) ALL SAFETY MARKING / PLACARDS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE OR OTHER MECHANICAL MEANS. 17) MARKING / PLACARDS WILL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERING. BACKGROUND WILL BE RED WITH WHITE CAPITAL LETTERING IN COMPLIANCE WITH ANSI STANDARDS. 18) ALL WIRING/RACEWAYS/JUNCTION BOXES WILL BE MARKED "PHOTOVOLTAIC POWER SOURCE," OR EQUIVALENT; WIRING/RACEWAYS SHALL BE MARKED EVERY 10'. BUILDER ELECTRICAL AND SOLAR CONTRACTORS 19) INSTALLATION SHALL BE COMPLETED IN A NEAT AND WORKMAN-LIKE MANNER. 20) SPACE REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT WILL COMPLY WITH CEC ARTICLE 110.26. 21) INTERCONNECTION BREAKER TO BE LOCATED OPPOSITE MAIN BREAKER. 22) ALL ESS EQUIPMENT (BATTERY AND TRANSFER SWITCH) TO BE MOUNTED A MINIMUM OF 48" ABOVE FINISHED FLOOR PER CRC 328.8.1. CCC G N 200A M G N ED G N BACKED UP LOADS E (EXTERIOR) 100A LOAD CENTER PANEL SIZING, CALCULATIONS, AND OCPD REQUIREMENTS BY OTHERS MAX 30A LOAD 200A (MINIMUM) MAIN LOAD CENTER ESS 9 8 10 13 12 7 20A/2P 14 11 30A/2P 15 12 1 FRANKLIN WH aGATE X NO MAIN BREAKER, 240V SOLAR 13 1 FRANKLIN WH aPOWER X aPOWER X BATTERY, 240V SOLAR 14 1 TBD TBD BACKED UP LOADS PANEL 100A MAIN BREAKER BLDR. ELEC. 15 1 TBD TBD PUSH BUTTON DISCONNECT SOLAR SCALE:2 PV SYSTEM SIGNAGE AND PLACARDS (SEE NOTES 15-18) NTS LOW VOLT REMOTE POWER SWITCH. LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG UTILITY METER & MAIN SERVICE PANEL (EXTERIOR) AC COMBINER BOX (EXTERIOR) BACKED UP LOADS PANEL (INTERIOR) TRANSFER SWITCH (INTERIOR) ESS (INTERIOR) PV ARRAY WITH MICROINVERTERS REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. SERVICE BY QUALIFIED PERSONNEL ONLY CONTACT: SUNNOVA ENERGY CORP 1-877-SLR-POWR SYSTEM SIZE MODULE QTY MODULE POWER (WATTS dc) SYSTEM SIZE (kW DC @ STC) SYSTEM SIZE (kW AC @ STC) 12 405 4.860 3.480 INTERCONNECTION CALCULATIONS ITEM UNIT PANEL PANEL MANUFACTURER CUTLER-HAMMER BUS RATING AMPS 200 MAIN BREAKER AMPS 200 ALLOWED PV PER NEC AMPS N/A PV OCPD USED AMPS 20 STORAGE OCPD USED AMPS 30 SCALE:1 PV THREE-LINE DIAGRAM (EXAMPLE SYSTEM SHOWN ABOVE) NTS PV AC DISCONNECT 1 PC., CEC 690.13 (B) PANEL FED BY PV AND UTILITY 2 PCS., CEC 705.12 (B)3 PHOTOVOLTAIC SYSTEM CONNECTED 1 PC., AS REQUIRED BY UTILITY WARNING: PHOTOVOLTAIC POWER SOURCE NO.OF PCS. WILL VARY, CEC 690.31 (G) WARNING: ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PV POWER SOURCE - AC SPECS AC OPERATING VOLTAGE: 240 V AC OPERATING CURRENT: A 1 PC., CEC 690.54 WARNING: POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE 2-3 PCS., CEC 705.12 (B)(2)(3)(b) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 14.52 MODULE SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL LOCATION LAKE ELSNORE, CA TEMP, AMBIENT HIGH (Tmax)ASHRAE 2%°C 36 TEMP, AMBIENT LOW (Tmin)ASHRAE EXTREME MIN °C -1 TEMP, MODULE TEST (Ttest)MODULE SPEC °C 25 TEMP. DELTA LOW (Tdelta)Tmin-Ttest °C -26 MODULE MANUFACTURER MODULE SPEC HANWHA MODULE PART NUMBER MODULE SPEC Q.PEAK DUO BLK ML-G10+ MODULE POWER STC (P)MODULE SPEC WATTS (DC)405 MODULE OPERATING VOLTAGE (Vmp)MODULE SPEC VOLTS (DC)37.39 MODULE OPEN CIRCUIT VOLTAGE (Voc)MODULE SPEC VOLTS (DC)45.34 MODULE COEF. VOLT/TEMP (Coef)MODULE SPEC (%/C°) / 100 -0.0027 MODULE MAX VOLTAGE (Vmacmod)Voc + (Voc * Td * Coeff)VOLTS (DC)48.52 MODULE OPERATING CURRENT (Imp)MODULE SPEC AMPS (DC)10.83 MODULE SHORT CIRCUIT CURRENT (Isc)MODULE SPEC AMPS (DC)11.17 MODULE MAXIMUM CURRENT (Imax)(Isc * 1.25)AMPS (DC)13.96 MINIMUM AMPACITY REQ'D. PER NEC (Imax * 1.25)AMPS (DC)17.45 SERIES FUSE RATING, MAX MODULE SPEC AMPS (DC)20 INVERTER SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL INVERTER MAKE INVERTER SPEC ENPHASE INVERTER MODEL INVERTER SPEC IQ8PLUS-72-2-US INVERTER MAX POWER (Wac Max)INVERTER SPEC WATTS (AC)300 INVERTER INPUT VOLTAGE (Voc Max)INVERTER SPEC VOLTS (DC)60 INVERTER OUTPUT VOLTAGE (Vac NOM)INVERTER SPEC VOLTS (AC)240 INVERTER OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INVERTER OUTPUT CURRENT (Iac)INVERTER SPEC AMPS (AC)1.21 INVERTER PHASE QUANTITY INVERTER SPEC PHASE 1 COMPLIANCE INVERTER SPEC UL1741/IEEE1547 INVERTER GROUNDING INVERTER SPEC ISOLATED INVERTER QTY. MAX PER BRANCH CIRCUIT MODULE QTYbc QTY 12 BRANCH CIRCUIT OUTPUT (Imaxbc)(Iac*MODULE QTYbc)AMPS (AC)14.52 INVERTER QTY. TOTAL MODULE QTYt QTY 12 TOTAL SYSTEM OUTPUT (Imaxts)(Iac*MODULE QTYt)AMPS (AC)14.52 CONDUCTOR SIZING CALCULATIONS 1) CONDITION OF USE (COU):(AMPACITY * TEMP. DERATE * FILL DERATE) vs. REQ'D (Imax) 2) TERMINALS (TERM):AMPACITY AT TERMINALS. vs. REQ'D, (Imax * 1.25) KEY SIZE CU/AL INSULATION CALC. TYPE AMPACITY W/O DERATES TEMP. DERATE FILL DERATE RESULT (A)REQ'D (A)OCD USED (A) A #12 CU THWN-2 COU 30 0.91 1.00 27.30 14.52 TERM 25 25 18.15 20 B #10 CU NM-B COU 40 0.91 1.00 36.40 14.52 TERM 35 35 18.15 20 C #10 CU NM-B COU 40 0.91 1.00 36.40 14.52 TERM 35 35 18.15 20 D #1 CU THWN-2 COU 150 0.91 1.00 136.50 80.00 TERM 145 145 100 100 PV-E2 3-LINE DIAGRAM - 4.860kW NTS ELECTRICAL EQUIPMENT SCHEDULE KEY QTY MANUFACTURER MODEL NOTES TRADE 1 12 HANWHA Q.PEAK DUO BLK ML-G10+PV MODULE SOLAR 2 12 ENPHASE IQ8PLUS-72-2-US PV INVERTER SOLAR 3 1 RSTC / SOLADECK 0786-3R5 PV ROOF J-BOX, NEMA 3R SOLAR 4 1 ENPHASE IQ ENVOY ENV-IQAM1-240 PV DATA MONITOR, 240V SOLAR 5 1 ENPHASE X-IQ-AM1-240 AC COMBINER BOX SOLAR 6 1 ENPHASE TBD PV BREAKER, 1 x 20A-2P, 1 X FACTORY-INSTALLED 10A-2P OR 15A-2P BREAKER FOR MONITORING SOLAR 7 1 CUTLER HAMMER TBD PV BREAKER, 1 X20A-2P SOLAR 8 1 TBD TBD SERVICE PANEL, 200A BUS & MAIN BREAKER BLDR. ELEC. 9 1 TBD TBD UTILITY METER, 1PH, 120/240V, 200A BLDR. ELEC. 10 1 TBD TBD GROUNDING ELECTRODE, UFER BLDR. ELEC. 11 1 CUTLER HAMMER TBD BATTERY BREAKER, 1 X30A-2P SOLAR EXTERIOR - GARAGEROOFINTERIOR - GARAGEEXTERIOR - GARAGE G A 3 4 5 6 N 20A/2P G B 1 2 FRANKLIN WH aPOWER BATTERY SPECIFICATIONS ITEM NOTE/CALC UNIT DETAIL GRID INTEGRATION BATTERY SPEC AC COUPLED AC VOLTAGE (NOMINAL)BATTERY SPEC VOLTS (ac)240 USABLE ENERGY BATTERY SPEC kWh (ac)13.6 REAL POWER, MAX CONTINUOUS BATTERY SPEC kW (ac)5 REAL POWER, PEAK (10s, OFF-GRID/BACKUP)BATTERY SPEC kW (ac)10 MAXIMUM SUPPLY FAULT CURRENT BATTERY SPEC kA (ac)20 OVERCURRENT PROTECTION DEVICE FOR CIRCUIT BATTERY SPEC AMPS (ac)90 INTERNAL BATTERY DC VOLTAGE BATTERY SPEC VOLTS (dc)N/A TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY solar pv system equipped with rapid shutdown SOLAR ELECTRIC PV PANELS 1 PC., CEC 690.56 (C)(1)(a) NOTES: GENERAL 1) ALL PV EQUIPMENT WILL BE TESTED AND LISTED FOR ITS USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). 2) THE GROUNDING OF THE PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH THE APPLICABLE VERSION OF THE NEC/CEC. 3) ALL GROUNDING ELECTRODE CONDUCTORS WILL BE INSTALLED IN A CONTINUOUS LENGTH EXCEPT WHERE SPLICED BY AN IRREVERSIBLE CONNECTOR OR EXOTHERMIC WELD. 4) NON-CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER GROUNDING, NOTING THAT TERMINAL LUGS BOLTED ON AN ENCLOSURE'S FINISHED SURFACE MAY BE ELECTRICALLY INSULATED BECAUSE OF PAINT/FINISH. PAINT/FINISH AT POINT OF CONTACT SHALL BE PROPERLY REMOVED. 5) ROOF PENETRATIONS WILL BE COMPLETED AND SEALED PER APPLICABLE CODE. 6) ALL CONDUCTORS WILL HAVE A 90°C RATING TO ENSURE CODE COMPLIANCE. 7) ENPHASE INVERTERS ARE TESTED AND LISTED FOR COMPLIANCE WITH RAPID SHUTDOWN REQUIREMENTS OF SECTION 690.12 OF THE 2019 CEC. SOLAR CONTRACTOR 8) MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61215, IEC61730. 9) CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS. 10) RACEWAY POINT OF PENETRATION FROM EXTERIOR TO INTERIOR WILL BE SEALED TO PREVENT INGRESS OF WATER AND INSECTS. 11) DC WIRING IS LIMITED TO PV ARRAY FOOTPRINT W/ ENPHASE MICRO-INVERTER SYSTEM. 12) MODULE AND ENPHASE WIRING SHALL BE LOCATED AND SECURED UNDER THE ARRAY USING SUITABLE WIRING CLIPS. WIRING SHALL NOT MAKE CONTACT WITH THE ROOF SURFACE AND SHALL BE MANAGED IN A WORKMAN-LIKE MANNER. 13) EQUIPMENT GROUNDING CONDUCTORS WILL BE SIZED IN ACCORDANCE WITH CEC 250.122 14) CONDUCTOR TERMINATIONS WILL BE TORQUED PER DEVICE LISTING, OR MANUFACTURER'S RECOMMENDATIONS. SIGNAGE 15) PV SYSTEMS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH CEC ARTICLE 690 AND OTHER APPLICABLE STATE AND LOCAL CODES. 16) ALL SAFETY MARKING / PLACARDS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE OR OTHER MECHANICAL MEANS. 17) MARKING / PLACARDS WILL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERING. BACKGROUND WILL BE RED WITH WHITE CAPITAL LETTERING IN COMPLIANCE WITH ANSI STANDARDS. 18) ALL WIRING/RACEWAYS/JUNCTION BOXES WILL BE MARKED "PHOTOVOLTAIC POWER SOURCE," OR EQUIVALENT; WIRING/RACEWAYS SHALL BE MARKED EVERY 10'. BUILDER ELECTRICAL AND SOLAR CONTRACTORS 19) INSTALLATION SHALL BE COMPLETED IN A NEAT AND WORKMAN-LIKE MANNER. 20) SPACE REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT WILL COMPLY WITH CEC ARTICLE 110.26. 21) INTERCONNECTION BREAKER TO BE LOCATED OPPOSITE MAIN BREAKER. 22) ALL ESS EQUIPMENT (BATTERY AND TRANSFER SWITCH) TO BE MOUNTED A MINIMUM OF 48" ABOVE FINISHED FLOOR PER CRC 328.8.1. 12 1 FRANKLIN WH aGATE X NO MAIN BREAKER, 240V SOLAR 13 1 FRANKLIN WH aPOWER X aPOWER X BATTERY, 240V SOLAR 14 1 TBD TBD BACKED UP LOADS PANEL 100A MAIN BREAKER BLDR. ELEC. 15 1 TBD TBD PUSH BUTTON DISCONNECT SOLAR CCC G N 200A M G N ED G N BACKED UP LOADS E (EXTERIOR) 100A LOAD CENTER PANEL SIZING, CALCULATIONS, AND OCPD REQUIREMENTS BY OTHERS MAX 30A LOAD 200A (MINIMUM) MAIN LOAD CENTER ESS 9 8 10 13 12 7 20A/2P 14 11 30A/2P 15 SCALE:2 PV SYSTEM SIGNAGE AND PLACARDS (SEE NOTES 15-18) NTS *NEUTRAL CAPPED AND NOT USED. 2-#10 CONDUCTOR MAY BE USED UNDER NEC 200.7(C) IF CONDUCTORS ARE CLEARLY MARKED AS REFERENCED. CONDUCTOR SCHEDULE KEY CONDUCTORS CU/AL TYPE LOCATION TRADE A 1 #12 ENPHASE Q CABLE, 1-#6G, FREE AIR CU UL 3003, DG CABLE ARRAY SOLAR B 3-#10*, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR C 3-#10, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR D 3-#10, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR E 3-#1, 1-#3 EGC CU THHN/THWN-2 INTERIOR SOLAR LOW VOLT REMOTE POWER SWITCH. LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG UTILITY METER & MAIN SERVICE PANEL (EXTERIOR) AC COMBINER BOX (EXTERIOR) BACKED UP LOADS PANEL (INTERIOR) TRANSFER SWITCH (INTERIOR) ESS (INTERIOR) PV ARRAY WITH MICROINVERTERS REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. CAUTION: POWER TO THIS BUILDING IS SUPPLIED BY THE UTILITY AND A SOLAR PV SYSTEM. DISCONNECTS ARE LOCATED AS SHOWN. SERVICE BY QUALIFIED PERSONNEL ONLY CONTACT: SUNNOVA ENERGY CORP 1-877-SLR-POWR SYSTEM SIZE MODULE QTY MODULE POWER (WATTS dc) SYSTEM SIZE (kW DC @ STC) SYSTEM SIZE (kW AC @ STC) 13 405 5.265 3.770 INTERCONNECTION CALCULATIONS ITEM UNIT PANEL PANEL MANUFACTURER CUTLER-HAMMER BUS RATING AMPS 200 MAIN BREAKER AMPS 200 ALLOWED PV PER NEC AMPS N/A PV OCPD USED AMPS 20 STORAGE OCPD USED AMPS 30 SCALE:1 PV THREE-LINE DIAGRAM (EXAMPLE SYSTEM SHOWN ABOVE) NTS PV AC DISCONNECT 1 PC., CEC 690.13 (B) PANEL FED BY PV AND UTILITY 2 PCS., CEC 705.12 (B)3 PHOTOVOLTAIC SYSTEM CONNECTED 1 PC., AS REQUIRED BY UTILITY WARNING: PHOTOVOLTAIC POWER SOURCE NO.OF PCS. WILL VARY, CEC 690.31 (G) WARNING: ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PV POWER SOURCE - AC SPECS AC OPERATING VOLTAGE: 240 V AC OPERATING CURRENT: A 1 PC., CEC 690.54 WARNING: POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE 2-3 PCS., CEC 705.12 (B)(2)(3)(b) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 15.73 MODULE SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL LOCATION LAKE ELSNORE, CA TEMP, AMBIENT HIGH (Tmax)ASHRAE 2%°C 36 TEMP, AMBIENT LOW (Tmin)ASHRAE EXTREME MIN °C -1 TEMP, MODULE TEST (Ttest)MODULE SPEC °C 25 TEMP. DELTA LOW (Tdelta)Tmin-Ttest °C -26 MODULE MANUFACTURER MODULE SPEC HANWHA MODULE PART NUMBER MODULE SPEC Q.PEAK DUO BLK ML-G10+ MODULE POWER STC (P)MODULE SPEC WATTS (DC)405 MODULE OPERATING VOLTAGE (Vmp)MODULE SPEC VOLTS (DC)37.39 MODULE OPEN CIRCUIT VOLTAGE (Voc)MODULE SPEC VOLTS (DC)45.34 MODULE COEF. VOLT/TEMP (Coef)MODULE SPEC (%/C°) / 100 -0.0027 MODULE MAX VOLTAGE (Vmacmod)Voc + (Voc * Td * Coeff)VOLTS (DC)48.52 MODULE OPERATING CURRENT (Imp)MODULE SPEC AMPS (DC)10.83 MODULE SHORT CIRCUIT CURRENT (Isc)MODULE SPEC AMPS (DC)11.17 MODULE MAXIMUM CURRENT (Imax)(Isc * 1.25)AMPS (DC)13.96 MINIMUM AMPACITY REQ'D. PER NEC (Imax * 1.25)AMPS (DC)17.45 SERIES FUSE RATING, MAX MODULE SPEC AMPS (DC)20 INVERTER SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL INVERTER MAKE INVERTER SPEC ENPHASE INVERTER MODEL INVERTER SPEC IQ8PLUS-72-2-US INVERTER MAX POWER (Wac Max)INVERTER SPEC WATTS (AC)300 INVERTER INPUT VOLTAGE (Voc Max)INVERTER SPEC VOLTS (DC)60 INVERTER OUTPUT VOLTAGE (Vac NOM)INVERTER SPEC VOLTS (AC)240 INVERTER OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INVERTER OUTPUT CURRENT (Iac)INVERTER SPEC AMPS (AC)1.21 INVERTER PHASE QUANTITY INVERTER SPEC PHASE 1 COMPLIANCE INVERTER SPEC UL1741/IEEE1547 INVERTER GROUNDING INVERTER SPEC ISOLATED INVERTER QTY. MAX PER BRANCH CIRCUIT MODULE QTYbc QTY 13 BRANCH CIRCUIT OUTPUT (Imaxbc)(Iac*MODULE QTYbc)AMPS (AC)15.73 INVERTER QTY. TOTAL MODULE QTYt QTY 13 TOTAL SYSTEM OUTPUT (Imaxts)(Iac*MODULE QTYt)AMPS (AC)15.73 CONDUCTOR SIZING CALCULATIONS 1) CONDITION OF USE (COU):(AMPACITY * TEMP. DERATE * FILL DERATE) vs. REQ'D (Imax) 2) TERMINALS (TERM):AMPACITY AT TERMINALS. vs. REQ'D, (Imax * 1.25) KEY SIZE CU/AL INSULATION CALC. TYPE AMPACITY W/O DERATES TEMP. DERATE FILL DERATE RESULT (A)REQ'D (A)OCD USED (A) A #12 CU THWN-2 COU 30 0.91 1.00 27.30 15.73 TERM 25 25 19.66 20 B #10 CU NM-B COU 40 0.91 1.00 36.40 15.73 TERM 35 35 19.66 20 C #10 CU NM-B COU 40 0.91 1.00 36.40 15.73 TERM 35 35 19.66 20 D #1 CU THWN-2 COU 150 0.91 1.00 136.50 80.00 TERM 145 145 100 100 PV-EX 3-LINE DIAGRAM - 5.265kW NTS ELECTRICAL EQUIPMENT SCHEDULE KEY QTY MANUFACTURER MODEL NOTES TRADE 1 13 HANWHA Q.PEAK DUO BLK ML-G10+PV MODULE SOLAR 2 13 ENPHASE IQ8PLUS-72-2-US PV INVERTER SOLAR 3 1 RSTC / SOLADECK 0786-3R5 PV ROOF J-BOX, NEMA 3R SOLAR 4 1 ENPHASE IQ ENVOY ENV-IQAM1-240 PV DATA MONITOR, 240V SOLAR 5 1 ENPHASE X-IQ-AM1-240 AC COMBINER BOX SOLAR 6 1 ENPHASE TBD PV BREAKER, 1 x 20A-2P, 1 X FACTORY-INSTALLED 10A-2P OR 15A-2P BREAKER FOR MONITORING SOLAR 7 1 CUTLER HAMMER TBD PV BREAKER, 1 X20A-2P SOLAR 8 1 TBD TBD SERVICE PANEL, 200A BUS & MAIN BREAKER BLDR. ELEC. 9 1 TBD TBD UTILITY METER, 1PH, 120/240V, 200A BLDR. ELEC. 10 1 TBD TBD GROUNDING ELECTRODE, UFER BLDR. ELEC. 11 1 CUTLER HAMMER TBD BATTERY BREAKER, 1 X30A-2P SOLAR EXTERIOR - GARAGEROOFINTERIOR - GARAGEEXTERIOR - GARAGE G G A 3 4 5 6 N 20A/2P G B 1 2 FRANKLIN WH aPOWER BATTERY SPECIFICATIONS ITEM NOTE/CALC UNIT DETAIL GRID INTEGRATION BATTERY SPEC AC COUPLED AC VOLTAGE (NOMINAL)BATTERY SPEC VOLTS (ac)240 USABLE ENERGY BATTERY SPEC kWh (ac)13.6 REAL POWER, MAX CONTINUOUS BATTERY SPEC kW (ac)5 REAL POWER, PEAK (10s, OFF-GRID/BACKUP)BATTERY SPEC kW (ac)10 MAXIMUM SUPPLY FAULT CURRENT BATTERY SPEC kA (ac)20 OVERCURRENT PROTECTION DEVICE FOR CIRCUIT BATTERY SPEC AMPS (ac)90 INTERNAL BATTERY DC VOLTAGE BATTERY SPEC VOLTS (dc)N/A TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY solar pv system equipped with rapid shutdown SOLAR ELECTRIC PV PANELS 1 PC., CEC 690.56 (C)(1)(a) NOTES: GENERAL 1) ALL PV EQUIPMENT WILL BE TESTED AND LISTED FOR ITS USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). 2) THE GROUNDING OF THE PHOTOVOLTAIC SYSTEM SHALL COMPLY WITH THE APPLICABLE VERSION OF THE NEC/CEC. 3) ALL GROUNDING ELECTRODE CONDUCTORS WILL BE INSTALLED IN A CONTINUOUS LENGTH EXCEPT WHERE SPLICED BY AN IRREVERSIBLE CONNECTOR OR EXOTHERMIC WELD. 4) NON-CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER GROUNDING, NOTING THAT TERMINAL LUGS BOLTED ON AN ENCLOSURE'S FINISHED SURFACE MAY BE ELECTRICALLY INSULATED BECAUSE OF PAINT/FINISH. PAINT/FINISH AT POINT OF CONTACT SHALL BE PROPERLY REMOVED. 5) ROOF PENETRATIONS WILL BE COMPLETED AND SEALED PER APPLICABLE CODE. 6) ALL CONDUCTORS WILL HAVE A 90°C RATING TO ENSURE CODE COMPLIANCE. 7) ENPHASE INVERTERS ARE TESTED AND LISTED FOR COMPLIANCE WITH RAPID SHUTDOWN REQUIREMENTS OF SECTION 690.12 OF THE 2019 CEC. SOLAR CONTRACTOR 8) MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61215, IEC61730. 9) CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS. 10) RACEWAY POINT OF PENETRATION FROM EXTERIOR TO INTERIOR WILL BE SEALED TO PREVENT INGRESS OF WATER AND INSECTS. 11) DC WIRING IS LIMITED TO PV ARRAY FOOTPRINT W/ ENPHASE MICRO-INVERTER SYSTEM. 12) MODULE AND ENPHASE WIRING SHALL BE LOCATED AND SECURED UNDER THE ARRAY USING SUITABLE WIRING CLIPS. WIRING SHALL NOT MAKE CONTACT WITH THE ROOF SURFACE AND SHALL BE MANAGED IN A WORKMAN-LIKE MANNER. 13) EQUIPMENT GROUNDING CONDUCTORS WILL BE SIZED IN ACCORDANCE WITH CEC 250.122 14) CONDUCTOR TERMINATIONS WILL BE TORQUED PER DEVICE LISTING, OR MANUFACTURER'S RECOMMENDATIONS. SIGNAGE 15) PV SYSTEMS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH CEC ARTICLE 690 AND OTHER APPLICABLE STATE AND LOCAL CODES. 16) ALL SAFETY MARKING / PLACARDS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE OR OTHER MECHANICAL MEANS. 17) MARKING / PLACARDS WILL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERING. BACKGROUND WILL BE RED WITH WHITE CAPITAL LETTERING IN COMPLIANCE WITH ANSI STANDARDS. 18) ALL WIRING/RACEWAYS/JUNCTION BOXES WILL BE MARKED "PHOTOVOLTAIC POWER SOURCE," OR EQUIVALENT; WIRING/RACEWAYS SHALL BE MARKED EVERY 10'. BUILDER ELECTRICAL AND SOLAR CONTRACTORS 19) INSTALLATION SHALL BE COMPLETED IN A NEAT AND WORKMAN-LIKE MANNER. 20) SPACE REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT WILL COMPLY WITH CEC ARTICLE 110.26. 21) INTERCONNECTION BREAKER TO BE LOCATED OPPOSITE MAIN BREAKER. 22) ALL ESS EQUIPMENT (BATTERY AND TRANSFER SWITCH) TO BE MOUNTED A MINIMUM OF 48" ABOVE FINISHED FLOOR PER CRC 328.8.1. 12 1 FRANKLIN WH aGATE X NO MAIN BREAKER, 240V SOLAR 13 1 FRANKLIN WH aPOWER X aPOWER X BATTERY, 240V SOLAR 14 1 TBD TBD BACKED UP LOADS PANEL 100A MAIN BREAKER BLDR. ELEC. 15 1 TBD TBD PUSH BUTTON DISCONNECT SOLAR CCC G N 200A M G N ED G N BACKED UP LOADS E (EXTERIOR) 100A LOAD CENTER PANEL SIZING, CALCULATIONS, AND OCPD REQUIREMENTS BY OTHERS MAX 30A LOAD 200A (MINIMUM) MAIN LOAD CENTER ESS 9 8 10 13 12 7 20A/2P 14 11 30A/2P 15 SCALE:2 PV SYSTEM SIGNAGE AND PLACARDS (SEE NOTES 15-18) NTS *NEUTRAL CAPPED AND NOT USED. 2-#10 CONDUCTOR MAY BE USED UNDER NEC 200.7(C) IF CONDUCTORS ARE CLEARLY MARKED AS REFERENCED. CONDUCTOR SCHEDULE KEY CONDUCTORS CU/AL TYPE LOCATION TRADE A 1 #12 ENPHASE Q CABLE, 1-#6G, FREE AIR CU UL 3003, DG CABLE ARRAY SOLAR B 3-#10*, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR C 3-#10, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR D 3-#10, 1-#10 EGC CU NM-B (ROMEX)INTERIOR SOLAR E 3-#1, 1-#3 EGC CU THHN/THWN-2 INTERIOR SOLAR LOW VOLT REMOTE POWER SWITCH. LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588SELF-DRILLING SCREW IRONRIDGE RAIL IRONRIDGE INTERNAL SPLICE 51 2" SELF-DRILLING SCREW 1" MIN. IRONRIDGE RAIL IRONRIDGE INTERNAL SPLICE SCALE:1 DETAIL - SPLICE CONNECTION 3"=1'-0" SCALE:2 DETAIL - EXPANSION JOINT CONNECTION 3"=1'-0" 2X4 STRUCTURAL MEMBER ALL CONDUCTORS SHALL BE PROTECTED IN ACCORDANCE WITH NEC 300.4 METAL NOTCH TOP PLATE SCALE:3 CONDUCTOR PROTECTION PER NEC 300.4 SCALE: NTS SCALE:5 SOLADECK PLAN VIEW W/ ONE MICRO-INVERTER BRANCH CIRCUIT 3" = 1'-0" COMP. SHINGLE ROOFING ROOF PENETRATION KNOCK-OUT ENPHASE Q CABLE TO NM-B/ROMEX WIRE TRANSITION ENPHASE Q CABLE SOLADECK TRANSITION BOX STRAIN RELIEF BUSHING SOLADECK FLASHING FACTORY INSTALLED GROUND BAR 10-3 NM-B/ROMEX (TO ATTIC) PV ARRAY EGC SCALE:6 SOLADECK DETAIL - PROFILE 3" = 1'-0" COMP. SHINGLE ROOFING ENPHASE Q CABLE SOLADECK TRANSITION BOX 10-3 ROMEX IN ATTIC (PER BLDR ELEC) STRAIN RELIEF BUSHING STRAIN RELIEF BUSHING DECKING SOLADECK FLASHING BASE #10 X 1" PHILLIPS HEAD WOOD SCREW UNDER COMP. SHINGLE 8-32 X 12" PHILLIPS SCREW 2/#10 BONDED SEAL WASHER APPROVED SEALANT BTW. COMP. SHINGLE AND FLASHING BASE PV-E4 ELECTRICAL DETAILS NTS SCALE:4 EXTERIOR EQUIPMENT ELEVATION 1" = 1'-0" GROUND SURFACE UTILITY METER MAIN SERVICE PANEL PER BLDR ELECTRICIAN TRANSFER SWITCH (INTERIOR) BACKED-UP LOADS PANEL (INTERIOR) ENERGY STORAGE SYSTEM (INTERIOR) *INTERIOR EQUIPMENT MAY NOT BE PRESENT DEPENDING ON SYSTEM INSTALLED UTILITY AC DISCONNECT PV AC COMBINER BOX ENPHASE IQ ALL ESS EQUIPMENT (BATTERY AND TRANSFER SWITCH) TO BE MOUNTED A MINIMUM OF 48" ABOVE FINISHED FLOOR PER CRC 328.8.1 LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X1 EQUIPMENT SPECS NTS LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X1.1 ALTERNATE EQUIPMENT SPECS NTS ALTERNATE MODULE SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT TR415 CS395 LOCATION LAKE ELSNORE, CA LAKE ELSNORE, CA TEMP, AMBIENT HIGH (Tmax)ASHRAE 2%°C 36 36 TEMP, AMBIENT LOW (Tmin)ASHRAE EXTREME MIN °C -1 -1 TEMP, MODULE TEST (Ttest)MODULE SPEC °C 25 25 TEMP. DELTA LOW (Tdelta)Tmin-Ttest °C -26 -26 MODULE MANUFACTURER MODULE SPEC TRINA CANADIAN SOLAR MODULE PART NUMBER MODULE SPEC VERTEX S+ TSM-NE09RC.05 HiKu6-CS6R-395 MODULE POWER STC (P)MODULE SPEC WATTS (DC)415 395 MODULE OPERATING VOLTAGE (Vmp)MODULE SPEC VOLTS (DC)42.1 30.6 MODULE OPEN CIRCUIT VOLTAGE (Voc)MODULE SPEC VOLTS (DC)50.1 36.6 MODULE COEF. VOLT/TEMP (Coef)MODULE SPEC (%/C°) / 100 -0.0025 -0.0026 MODULE MAX VOLTAGE (Vmacmod)Voc + (Voc * Td * Coeff)VOLTS (DC)53.36 39.07 MODULE OPERATING CURRENT (Imp)MODULE SPEC AMPS (DC)9.85 12.91 MODULE SHORT CIRCUIT CURRENT (Isc)MODULE SPEC AMPS (DC)10.50 13.77 MODULE MAXIMUM CURRENT (Imax)(Isc * 1.25)AMPS (DC)13.13 17.21 MINIMUM AMPACITY REQ'D. PER NEC (Imax * 1.25)AMPS (DC)16.41 21.52 SERIES FUSE RATING, MAX MODULE SPEC AMPS (DC)20 25 LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X1.2 ALTERNATE EQUIPMENT SPECS NTS ALTERNATE INVERTER SPECIFICATIONS AND CALCULATIONS ITEM NOTE/CALCULATION UNIT DETAIL INVERTER MAKE INVERTER SPEC ENPHASE INVERTER MODEL INVERTER SPEC IQ7PLUS-72-X-US INVERTER MAX POWER (Wac Max)INVERTER SPEC WATTS (AC)295 INVERTER INPUT VOLTAGE (Voc Max)INVERTER SPEC VOLTS (DC)60 INVERTER OUTPUT VOLTAGE (Vac NOM)INVERTER SPEC VOLTS (AC)240 INVERTER OUTPUT FREQUENCY INVERTER SPEC HERTZ 60 INVERTER OUTPUT CURRENT (Iac)INVERTER SPEC AMPS (AC)1.21 INVERTER PHASE QUANTITY INVERTER SPEC PHASE 1 COMPLIANCE INVERTER SPEC UL1741/IEEE1547 INVERTER GROUNDING INVERTER SPEC ISOLATED LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X2 EQUIPMENT SPECS NTS ENERGY STORAGE SOLUTION FRANKLIN WH aPOWER BATTERY SPECIFICATIONS ITEM NOTE/CALC UNIT DETAIL GRID INTEGRATION BATTERY SPEC AC COUPLED AC VOLTAGE (NOMINAL)BATTERY SPEC VOLTS (ac)240 USABLE ENERGY BATTERY SPEC kWh (ac)13.6 REAL POWER, MAX CONTINUOUS BATTERY SPEC kW (ac)5 REAL POWER, PEAK (10s, OFF-GRID/BACKUP)BATTERY SPEC kW (ac)10 MAXIMUM SUPPLY FAULT CURRENT BATTERY SPEC kA (ac)20 OVERCURRENT PROTECTION DEVICE FOR CIRCUIT BATTERY SPEC AMPS (ac)90 INTERNAL BATTERY DC VOLTAGE BATTERY SPEC VOLTS (dc)N/A LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X2.1 EQUIPMENT SPECS NTS ALTERNATE STORAGE SOLUTION ITEM NOTE/CALC UNIT ENPHASE ENCHARGE 10T TESLA POWERWALL GRID INTEGRATION BATTERY SPEC AC COUPLED AC COUPLED AC VOLTAGE (NOMINAL)BATTERY SPEC VOLTS (ac)240 240 TOTAL ENERGY BATTERY SPEC kWh (ac)10.5 14 USABLE ENERGY BATTERY SPEC kWh (ac)10.08 13.5 REAL POWER, MAX CONTINUOUS BATTERY SPEC kW (ac)3.26 5 REAL POWER, PEAK (10s, OFF-GRID/BACKUP)BATTERY SPEC kW (ac)4.5 7 APPARENT POWER, MAX CONTINUOUS BATTERY SPEC kVA (ac)3.84 5.8 APPARENT POWER, PEAK (10S, OFF-GRID/BACKUP)BATTERY SPEC kVA (ac)5.7 7.2 MAXIMUM SUPPLY FAULT CURRENT BATTERY SPEC kA (ac)16 10 MAXIMUM OUTPUT FAULT CURRENT BATTERY SPEC AMPS (ac)24.6 32 OVERCURRENT PROTECTION DEVICE FOR CIRCUIT BATTERY SPEC AMPS (ac)40 30 INTERNAL BATTERY DC VOLTAGE BATTERY SPEC VOLTS (dc)67.2 50 LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X3 EQUIPMENT SPECS NTS LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG REV#INITIALSDATE DESCRIPTION 1MA23.03.29PLAN REPLACEMENT, MOD AND STORAGE SWAPORIGINAL BY: HEYAW GETABECHADATE: 23.01.04REVIEWED BY: KEVIN ENNISDATE: 23.01.04BUILDER:LOCATION:TRACT NUMBER:LAKE ELSNORE, CAPROJECT:FAIRFIELD AT ALBERHILLRANCH SERIES 2PHOTOVOLTAIC SYSTEM COMMUNITY PLANSCALE: DRAWING TITLE: DRAWING NUMBER:----Namaste Solar Electric 888 Federal Boulevard Denver, CO 80204 Designer: Owner: Sunnova Energy Corporation 6531 Irvine Center Dr. #200 Irvine, CA 92618 PULTE HOMES:4511 WILLOW ROAD, SUITE #8PLEASANTON, CA 94588PV-X4 EQUIPMENT SPECS NTS LICENSE No. CLASSIFICATION/TYPE 1003498 CA: B (GENERAL BUILDER), C10 (ELECTRICAL), C46 (SOLAR) PATRICK DANIEL CRAIG