s nye ranch d u t 4 i o€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s...

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A0.0 8/28/20 Plotted On: Title Sheet Residential Remodel/Repair/Rehab For: Revision: Dates Issued: 08.28.20 Cultural Heritage Board Submittal Drawing Date: Project No: 8442 Santa Ana Road Ventura, CA, 93001 Nye Ranch August 28, 2020 S T U D I O 4 STUDIO 4 DESIGN GROUP 78 Chaparral Rd Ojai, CA 93022 805.886.7288 Abbreviations AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ARCH ARCHITECT BD BOARD CBC CALIFORNIA BUILDING CODE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER CLR CLEAR DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DN DOWN DS DOWNSPOUT (E) EXISTING EA EACH ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FG FINISH GRADE FIN FINISH FL FLOOR FLG FLASHING FT FEET GA GAUGE GALV GALVANIZED GEN GENERAL GS GALVANIZED STEEL GYP GYPSUM HC HOLLOW CORE HM HOLLOW METAL INT INTERIOR LAV LAVATORY LBS POUNDS MAX MAXIMUM MECH MECHANICAL MTL METAL MIN MINIMUM (N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE O/ OVER OC ON CENTER PL PLATE, PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD R RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN RO ROUGH OPENING SC SOLID CORE SCW SOLID CORE WOOD SCHED SCHEDULE SF SQUARE FEET SHT SHEET SHTG SHEETING SIM SIMILAR SIMP SIMPSON SQ SQUARE SPECS SPECIFICATIONS SS STAINLESS STEEL STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T&G TONGUE & GROOVE TC TOP OF CURB TEMP TEMPERED THK THICK THRU THROUGH TP TOP OF PAVEMENT TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VERT VERTICAL W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WP WATERPROOF WSCT WAINSCOT 3.15 G A7.1 3.3 A A D A3.4 Symbols GRIDLINE DOOR MARK - SEE DOOR SCHEDULE SHEET WINDOW MARK - SEE WINDOW SCHEDULE SHEET DETAIL MARK DETAIL NUMBER SHEET WHERE DRAWN KEYED NOTE SECTION MARK SECTION NUMBER SHEET WHERE DRAWN LEVEL LINE, CONTROL POINT OR DATUM Code Analysis APPLICABLE CODES: 2019 CALIFORNIA ADMINISTRATIVE CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING CODE TYPE OF CONSTRUCTION V-B OCCUPANCY GROUPS: 302.1 R-3: SINGLE FAMILY RESIDENCE U: GARAGE FIRE SEVERITY AREA YES - MODERATE SPRINKLERS EXISTING? NO FLOOD ZONE: NO Project Statistics & Data PROJECT ADDRESS: 8442 SANTA ANNA RD. VENTURA, CA 93001 PROPERTY OWNERS: NYE RANCH 8442 SANTA ANNA RD. VENTURA CA 93001 DESIGN: STUDIO 4 DESIGN GROUP JOE STEUER 78 CHAPARRAL RD OJAI, CA 93022 A.P.N.: MAIN PARCEL - 060-0-220-150 060-0-220-270 061-0-171-150 061-0-171-160 061-0-171-170 061-0-171-265 061-0-172-010 035-0-140-010 LAND USE ZONE: OS-40ac/TRU/DKS SETBACKS: FRONT YARD 20 FT INTERIOR YARD 10 FT REAR YARD 15 FT GROSS LOT SIZE: 123 AC FLOOD ZONE: YES SEVERITY AREA: YES - MODERATE PRE-FIRE FLOOR AREA: RESIDENCE: 1,972 SF GARAGE: 510 SF CARPORT: 300 SF FLOOR AREA: NET GROSS (E) RESIDENCE: BASEMENT 545 SF 632 SF FIRST FLOOR 1,429 SF 1,622 SF SECOND FLOOR 1,415 SF 1,622 SF ATTIC 1,496 SF 1,622 SF TOTAL 4,885 SF 5,498 SF CONDITIONED SPACE 2,844 SF (E) GARAGE W/ ATTACHED BARN: GARAGE 265 SF 300 SF ATTACHED BARN 1,095 SF 1,142 SF TOTAL 1,360 SF 1,442 SF (E) COVERED PATIO 374 SF (E) 2 ND FLOOR DECK 363 SF Scope of Work REPLACE ALL WINDOWS AND DOORS (SAME SIZE & SAME LOCATION) WITH NEW. UPGRADE ELECTRICAL SERVICE FROM 100 AMP TO 400 AMP. REPLACE ALL (E) ELECTRICAL WIRING, OUTLETS, SWITCHES, AND FIXTURES. REPLACE (E) HEATING SYSTEM WITH NEW FORCED AIR UNITS. REPLACE (E) HOT WATER TANKS. REPLACE (E) WOOD POSTS AT (E) COVERED PORCHES. REPLACE ALL DRY ROT & TERMITE DAMAGED WOOD. REMODEL (E) 203 SF KITCHEN. REMODEL (E) 19 SF POWDER ROOM. REMODEL (E) 43 SF BATHROOM. REMODEL (E) 45 SF BATHROOM. REMODEL (E) 55 SF BATHROOM. RESEAL/REFINISH 2 ND FLOOR DECK WITH DEXOTEX WEATHERWEAR DECKING. REPLACE AND/OR REFINISH (E) WOOD SIDING. REPLACE ALL PLUMBING FIXTURES WITH CODE COMPLIANT FIXTURES. INSTALL (N) PROPANE TANK AND REQUIRED PLUMBING UNDER SEPARATE PERMIT. Sheet Index ARCHITECTURAL A0.0 TITLE SHEET A0.1 GREEN BUILDING COMPLIANCE A0.2 GREEN BUILDING COMPLIANCE A1.0 SITE PLAN A2.1 BASEMENT FLOOR PLAN & FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN & ATTIC FLOOR PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A5.1 SCHEDULES/DETAILS A6.1 DETAILS M.1 MECHANICAL PLAN BASEMENT & FIRST FLOOR M.2 MECHANICAL PLAN SECOND FLOOR & ATTIC E.1 ELECTRICAL PLAN BASEMENT & FIRST FLOOR E.2 ELECTRICAL PLAN SECOND FLOOR & ATTIC T.1 TITLE 24 DOCUMENTS T.2 TITLE 24 DOCUMENTS SP-1 SPECS/CUT SHEETS Vicinity Map NOT TO SCALE PROJECT LOCATION Nye Ranch Residential Remodel/Repair/Rehab Exhibit 1 – Site Plans and Elevations

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Page 1: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A0.08/28

/20

Plo

tte

d O

n:

Title Sheet

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ntia

l Re

mo

de

l/R

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air/

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ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

Abbreviations AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ARCH ARCHITECT

BD BOARD

CBC CALIFORNIA BUILDING CODE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

CLR CLEAR

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DS DOWNSPOUT

(E) EXISTING

EA EACH

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF FINISH FLOOR

FG FINISH GRADE

FIN FINISH

FL FLOOR

FLG FLASHING

FT FEET

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GS GALVANIZED STEEL

GYP GYPSUM

HC HOLLOW CORE

HM HOLLOW METAL

INT INTERIOR

LAV LAVATORY

LBS POUNDS

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

(N) NEW

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RO ROUGH OPENING

SC SOLID CORE

SCW SOLID CORE WOOD

SCHED SCHEDULE

SF SQUARE FEET

SHT SHEET

SHTG SHEETING

SIM SIMILAR

SIMP SIMPSON

SQ SQUARE

SPECS SPECIFICATIONS

SS STAINLESS STEEL

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE & GROOVE

TC TOP OF CURB

TEMP TEMPERED

THK THICK

THRU THROUGH

TP TOP OF PAVEMENT

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WP WATERPROOF

WSCT WAINSCOT

3.15

G

A7.13.3

A

A

DA3.4

Symbols

GRIDLINE

DOOR MARK - SEE DOOR SCHEDULE SHEET

WINDOW MARK - SEE WINDOW SCHEDULE SHEET

DETAIL MARK

DETAIL NUMBER

SHEET WHERE DRAWN

KEYED NOTE

SECTION MARK

SECTION NUMBER

SHEET WHERE DRAWN

LEVEL LINE, CONTROL POINT OR DATUM

Code Analysis APPLICABLE CODES: 2019 CALIFORNIA ADMINISTRATIVE CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDING CODE TYPE OF CONSTRUCTION V-B OCCUPANCY GROUPS: 302.1 R-3: SINGLE FAMILY RESIDENCE U: GARAGE FIRE SEVERITY AREA YES - MODERATE SPRINKLERS EXISTING? NO FLOOD ZONE: NO

Project Statistics & Data PROJECT ADDRESS: 8442 SANTA ANNA RD. VENTURA, CA 93001 PROPERTY OWNERS: NYE RANCH 8442 SANTA ANNA RD. VENTURA CA 93001 DESIGN: STUDIO 4 DESIGN GROUP JOE STEUER 78 CHAPARRAL RD OJAI, CA 93022 A.P.N.: MAIN PARCEL - 060-0-220-150 060-0-220-270 061-0-171-150 061-0-171-160 061-0-171-170 061-0-171-265 061-0-172-010 035-0-140-010 LAND USE ZONE: OS-40ac/TRU/DKS SETBACKS: FRONT YARD 20 FT INTERIOR YARD 10 FT REAR YARD 15 FT GROSS LOT SIZE: 123 AC FLOOD ZONE: YES SEVERITY AREA: YES - MODERATE PRE-FIRE FLOOR AREA: RESIDENCE: 1,972 SF GARAGE: 510 SF CARPORT: 300 SF

FLOOR AREA: NET GROSS (E) RESIDENCE: BASEMENT 545 SF 632 SF FIRST FLOOR 1,429 SF 1,622 SF SECOND FLOOR 1,415 SF 1,622 SF

ATTIC 1,496 SF 1,622 SF TOTAL 4,885 SF 5,498 SF

CONDITIONED SPACE 2,844 SF (E) GARAGE W/ ATTACHED BARN:

GARAGE 265 SF 300 SF ATTACHED BARN 1,095 SF 1,142 SF TOTAL 1,360 SF 1,442 SF

(E) COVERED PATIO 374 SF (E) 2ND FLOOR DECK 363 SF

Scope of Work REPLACE ALL WINDOWS AND DOORS (SAME SIZE & SAME LOCATION) WITH NEW. UPGRADE ELECTRICAL SERVICE FROM 100 AMP TO 400 AMP. REPLACE ALL (E) ELECTRICAL WIRING, OUTLETS, SWITCHES, AND FIXTURES. REPLACE (E) HEATING SYSTEM WITH NEW FORCED AIR UNITS. REPLACE (E) HOT WATER TANKS. REPLACE (E) WOOD POSTS AT (E) COVERED PORCHES. REPLACE ALL DRY ROT & TERMITE DAMAGED WOOD. REMODEL (E) 203 SF KITCHEN. REMODEL (E) 19 SF POWDER ROOM. REMODEL (E) 43 SF BATHROOM. REMODEL (E) 45 SF BATHROOM. REMODEL (E) 55 SF BATHROOM. RESEAL/REFINISH 2ND FLOOR DECK WITH DEXOTEX WEATHERWEAR DECKING. REPLACE AND/OR REFINISH (E) WOOD SIDING. REPLACE ALL PLUMBING FIXTURES WITH CODE COMPLIANT FIXTURES. INSTALL (N) PROPANE TANK AND REQUIRED PLUMBING UNDER SEPARATE PERMIT.

Imagery ©2020 Maxar Technologies, U.S. Geological Survey, USDA Farm Service Agency, Map data ©2020 100 ft

Google Maps https://www.google.com/maps/@34.3646028,-119.3099176,647m/d...

1 of 1 3/3/20, 2:35 PM

Sheet Index

ARCHITECTURAL

A0.0 TITLE SHEET

A0.1 GREEN BUILDING COMPLIANCE

A0.2 GREEN BUILDING COMPLIANCE

A1.0 SITE PLAN

A2.1 BASEMENT FLOOR PLAN & FIRST FLOOR PLAN

A2.2 SECOND FLOOR PLAN & ATTIC FLOOR PLAN

A3.1 ELEVATIONS

A3.2 ELEVATIONS

A5.1 SCHEDULES/DETAILS

A6.1 DETAILS

M.1 MECHANICAL PLAN BASEMENT & FIRST FLOOR

M.2 MECHANICAL PLAN SECOND FLOOR & ATTIC

E.1 ELECTRICAL PLAN BASEMENT & FIRST FLOOR

E.2 ELECTRICAL PLAN SECOND FLOOR & ATTIC

T.1 TITLE 24 DOCUMENTS

T.2 TITLE 24 DOCUMENTS

SP-1 SPECS/CUT SHEETS

Vicinity Map NOT TO SCALE

PROJECTLOCATION

Nye RanchResidential Remodel/Repair/Rehab

Exhibit 1 – Site Plans and Elevations

Page 2: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A0.18/28

/20

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GreenBuildingCompliance

Re

side

ntia

l Re

mo

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l/R

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air/

Re

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Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

CHAPTER 4RESIDENTIAL MANDATORY MEASURESDIVISION 4.1 PLANNING AND DESIGN

4.201 GENERAL4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy

Commission will continue to adopt mandatory standards.

DIVISION 4.2 ENERGY EFFICIENCY

DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION

4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in

sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing suchopenings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.

4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65

percent of the non-hazardous construction and demolition waste in accordance with either Section4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.

Exceptions:

1. Excavated soil and land-clearing debris.2. Alternate waste reduction methods developed by working with local agencies if diversion or

recycle facilities capable of compliance with this item do not exist or are not located reasonablyclose to the jobsite.

3. The enforcing agency may make exceptions to the requirements of this section when isolatedjobsites are located in areas beyond the haul boundaries of the diversion facility.

4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management planin conformance with Items 1 through 5. The construction waste management plan shall be updated asnecessary and shall be available during construction for examination by the enforcing agency.

1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,reuse on the project or salvage for future use or sale.

2. Specify if construction and demolition waste materials will be sorted on-site (source separated) orbulk mixed (single stream).

3. Identify diversion facilities where the construction and demolition waste material collected will betaken.

4. Identify construction methods employed to reduce the amount of construction and demolition wastegenerated.

5. Specify that the amount of construction and demolition waste materials diverted shall be calculatedby weight or volume, but not by both.

4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by theenforcing agency, which can provide verifiable documentation that the percentage of construction anddemolition waste material diverted from the landfill complies with Section 4.408.1.

Note: The owner or contractor may make the determination if the construction and demolition wastematerials will be diverted by a waste management company.

4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combinedweight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement inSection 4.408.1

4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combinedweight of construction and demolition waste disposed of in landfills, which do not exceed 2 poundsper square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstratescompliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist indocumenting compliance with this section.

2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

4.410 BUILDING MAINTENANCE AND OPERATION4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact

disc, web-based reference or other media acceptable to the enforcing agency which includes all of thefollowing shall be placed in the building:

1. Directions to the owner or occupant that the manual shall remain with the building throughout thelife cycle of the structure.

2. Operation and maintenance instructions for the following:a. Equipment and appliances, including water-saving devices and systems, HVAC systems,

photovoltaic systems, electric vehicle chargers, water-heating systems and other majorappliances and equipment.

b. Roof and yard drainage, including gutters and downspouts.c. Space conditioning systems, including condensers and air filters.d. Landscape irrigation systems.e. Water reuse systems.

3. Information from local utility, water and waste recovery providers on methods to further reduceresource consumption, including recycle programs and locations.

4. Public transportation and/or carpool options available in the area.5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.6. Information about water-conserving landscape and irrigation design and controllers which conserve water.7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5

feet away from the foundation.8. Information on required routine maintenance measures, including, but not limited to, caulking,

painting, grading around the building, etc.9. Information about state solar energy and incentive programs available.10. A copy of all special inspections verifications required by the enforcing agency or this code.

4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on abuilding site, provide readily accessible area(s) that serves all buildings on the site and are identified for thedepositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recyclingordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion ofthis section.

DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCEEFFICIENCY

DIVISION 4.5 ENVIRONMENTAL QUALITY

4.303 INDOOR WATER USE4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and

urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.

Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conservingplumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.

4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volumeof two reduced flushes and one full flush.

4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.

4.303.1.3 Showerheads.

4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPAWaterSense Specification for Showerheads.

4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to onlyallow one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

4.303.1.4 Faucets.

4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shallnot exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shallnot be less than 0.8 gallons per minute at 20 psi.

4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatoryfaucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.

4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not delivermore than 0.2 gallons per cycle.

4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but notto exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installedin accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table1701.1 of the California Plumbing Code.

TABLE - MAXIMUM FIXTURE WATER USEFIXTURE TYPE FLOW RATESHOWER HEADS(RESIDENTIAL) 1.8 GMP @ 80 PSI

LAVATORY FAUCETS(RESIDENTIAL)

MAX. 1.2 GPM @ 60 PSIMIN. 0.8 GPM @ 20 PSI

LAVATORY FAUCETS INCOMMON & PUBLIC USE AREAS

0.5 GPM @ 60 PSI

KITCHEN FAUCETS 1.8 GPM @ 60 PSI

METERING FAUCETS 0.2 GAL/CYCLE

WATER CLOSET 1.28 GAL/FLUSH

URINALS 0.125 GAL/FLUSH

4.304 OUTDOOR WATER USE4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply witha local water efficient landscape ordinance or the current California Department of Water Resources' Model WaterEfficient Landscape Ordinance (MWELO), whichever is more stringent.

NOTES:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, areavailable at: https://www.water.ca.gov/

ABBREVIATION DEFINITIONS:HCD Department of Housing and Community DevelopmentBSC California Building Standards CommissionDSA-SS Division of the State Architect, Structural SafetyOSHPD Office of Statewide Health Planning and DevelopmentLR Low RiseHR High RiseAA Additions and AlterationsN New

NOTE:THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, ANDIS INCLUDED AS A CONVENIENCE FOR THE USER.

SECTION 4.102 DEFINITIONS4.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)

FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similarpervious material used to collect or channel drainage or runoff water.

WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materialssuch as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are alsoused for perimeter and inlet controls.

4.106 SITE DEVELOPMENT4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation

and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.

4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acreor more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacentproperty, prevent erosion and retain soil runoff on the site.

1. Retention basins of sufficient size shall be utilized to retain storm water on the site.2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar

disposal method, water shall be filtered by use of a barrier system, wattle or other method approvedby the enforcing agency.

3. Compliance with a lawfully enacted storm water management ordinance.

Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, orare part of a larger common plan of development which in total disturbs one acre or more of soil.

(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)

4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surfacewater include, but are not limited to, the following:

1. Swales2. Water collection and disposal systems3. French drains4. Water retention gardens5. Other water measures which keep surface water away from buildings and aid in groundwater

recharge.

Exception: Additions and alterations not altering the drainage path.

4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supplyequipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.

Exceptions:1. On a case-by-case basis, where the local enforcing agency has determined EV charging and

infrastructure are not feasible based upon one or more of the following conditions:1.1 Where there is no commercial power supply.1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit.

2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additionalparking facilities.

4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway terminationlocation shall be permanently and visibly marked as "EV CAPABLE".

4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shallbe rounded up to the nearest whole number.

Notes:1. Construction documents are intended to demonstrate the project's capability and capacity for

facilitating future EV charging.2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed

for use.

4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV spaceshall be located in the common use parking area and shall be available for use by all residents.

CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL

301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory inthe application checklists contained in this code. Voluntary green building measures are also included in theapplication checklists and may be included in the design and construction of structures covered by this code,but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.

301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied toadditions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.

Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, orimprovements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificateof occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected andother important enactment dates.

301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions ofindividual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.

SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building

shall comply with the specific green building measures applicable to each specific occupancy.

4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spacesrequired by Section 4.106.2.2, Item 3, shall comply with at least one of the following options:

1. The EV space shall be located adjacent to an accessible parking space meeting therequirements of the California Building Code, Chapter 11A, to allow use of the EV chargerfrom the accessible parking space.

2. The EV space shall be located on an accessible route, as defined in the California BuildingCode, Chapter 2, to the building.

Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 andSection 4.106.4.2.2, Item 3.

Note: Electric Vehicle charging stations serving public housing are required to comply with the CaliforniaBuilding Code, Chapter 11B.

4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall bedesigned to comply with the following:

1. The minimum length of each EV space shall be 18 feet (5486 mm).2. The minimum width of each EV space shall be 9 feet (2743 mm).3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm)

wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided theminimum width of the EV space is 12 feet (3658 mm).

a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 unitshorizontal (2.083 percent slope) in any direction.

4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall providecapacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documentsshall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVsat all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to beinstalled underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at thetime of original construction.

4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code.

4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the locationof the EV spaces.

Notes:

1. Construction documents are intended to demonstrate the project's capability and capacityor facilitating future EV charging.

2. There is no requirement for EV spaces to be constructed or available until EV chargersare installed for use.

4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be basedon the total number of parking spaces provided for all types of parking facilities in accordance withTable 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number.

SECTION 4.501 GENERAL4.501.1 ScopeThe provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.

SECTION 4.502 DEFINITIONS5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)

AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and doorcores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard andmedium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricatedwood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section93120.1.

DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air forcombustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.

TABLE 4.106.4.3.1TOTAL NUMBER OF PARKINGSPACES

NUMBER OF REQUIRED EVSPACES

0-9 0

10-25 1

26-50 2

51-75 4

76-100 5

101-150 7

151-200 10

201 and over 6 percent of total

4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed tocomply with the following:

1. The minimum length of each EV space shall be 18 feet (5486mm).2. The minimum width of each EV space shall be 9 feet (2743mm)

4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designedin accordance with Section 4.106.4.2.3.

4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4.

4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5.

4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV chargingstations in the California Building Code, Chapter 11B.

Y N/AY N/AY N/AY N/A RESPON.PARTY

RESPON.PARTY

RESPON.PARTY

RESPON.PARTY

2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement)

Instructions:This checklist is to be used on an individual project basis and may be modifiedby the applicant to meet the needs of their specific project. The applicant shallstrike out those sections that are not applicable to their project and indicate the location of where this information is located. The applicant and property owner assume all responsibility associated with the use of this document.

Exhibit 1 – Site Plans and Elevations

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MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding acompound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed tohundredths of a gram (g O³/g ROC).Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700and 94701.

MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to thisarticle. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram ofproduct (excluding container and packaging).Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute toozone formation in the troposphere.

VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or ringswith vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically containhydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).

4.503 FIREPLACES4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installedwoodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits asapplicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,pellet stoves and fireplaces shall also comply with applicable local ordinances.

4.504 POLLUTANT CONTROL4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency toreduce the amount of water, dust or debris which may enter the system.

4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.

4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet therequirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulksshall comply with local or regional air pollution control or air quality management district rules whereapplicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.Such products also shall comply with the Rule 1168 prohibition on the use of certain toxiccompounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene andtricloroethylene), except for aerosol products, as specified in Subsection 2 below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (inunits of product, less packaging, which do not weigh more than 1 pound and do not consist of morethan 16 fluid ounces) shall comply with statewide VOC standards and other requirements, includingprohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,commencing with section 94507.

4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limitsapply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categorieslisted in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air ResourcesBoard, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.

4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation8, Rule 49.

4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification.2. Field verification of on-site product containers.

CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the properinstallation of HVAC systems including ducts and equipment by a nationally or regionally recognized training orcertification program. Uncertified persons may perform HVAC installations when under the direct supervision andresponsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.

702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or theresponsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection orother duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competenceto the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition toother certifications or qualifications acceptable to the enforcing agency, the following certifications or education may beconsidered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.

Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the

project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate

homes in California according to the Home Energy Rating System (HERS).

[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shallemploy one or more special inspectors to provide inspection or other duties necessary to substantiate compliance withthis code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for theparticular type of inspection or task to be performed. In addition, the special inspector shall have a certification from arecognized state, national or international association, as determined by the local agency. The area of certificationshall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is notlimited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or othermethods acceptable to the enforcing agency which demonstrate substantial conformance. When specificdocumentation or special inspection is necessary to verify compliance, that method of compliance will be specified inthe appropriate section or identified applicable checklist.

4.505 INTERIOR MOISTURE CONTROL4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.

4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder byCalifornia Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by theCalifornia Residential Code, Chapter 5, shall also comply with this section.

4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:

1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided witha vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,ACI 302.2R-06.

2. Other equivalent methods approved by the enforcing agency.3. A slab design specified by a licensed design professional.

4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damageshall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percentmoisture content. Moisture content shall be verified in compliance with the following:

1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalentmoisture verification methods may be approved by the enforcing agency and shall satisfy requirementsfound in Section 101.8 of this code.

2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified.3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.

Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior toenclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' dryingrecommendations prior to enclosure.

4.506 INDOOR AIR QUALITY AND EXHAUST4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with thefollowing:

1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.

a. Humidity controls shall be capable of adjustment between a relative humidity range less than orequal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means ofadjustment.

b. A humidity control may be a separate component to the exhaust fan and is not required to beintegral (i.e., built-in)

Notes:

1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower ortub/shower combination.

2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.

4.507 ENVIRONMENTAL COMFORT4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall besized, designed and have their equipment selected using the following methods:

1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (ResidentialLoad Calculation), ASHRAE handbooks or other equivalent design software or methods.

2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),ASHRAE handbooks or other equivalent design software or methods.

3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (ResidentialEquipment Selection), or other equivalent design software or methods.

Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.

TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2

(Less Water and Less Exempt Compounds in Grams per Liter)

ARCHITECTURAL APPLICATIONS VOC LIMIT

INDOOR CARPET ADHESIVES 50

CARPET PAD ADHESIVES 50

OUTDOOR CARPET ADHESIVES 150

WOOD FLOORING ADHESIVES 100

RUBBER FLOOR ADHESIVES 60

SUBFLOOR ADHESIVES 50

CERAMIC TILE ADHESIVES 65

VCT & ASPHALT TILE ADHESIVES 50

DRYWALL & PANEL ADHESIVES 50

COVE BASE ADHESIVES 50

MULTIPURPOSE CONSTRUCTION ADHESIVE 70

STRUCTURAL GLAZING ADHESIVES 100

SINGLE-PLY ROOF MEMBRANE ADHESIVES 250

OTHER ADHESIVES NOT LISTED 50

SPECIALTY APPLICATIONS

PVC WELDING 510

CPVC WELDING 490

ABS WELDING 325

PLASTIC CEMENT WELDING 250

ADHESIVE PRIMER FOR PLASTIC 550

CONTACT ADHESIVE 80

SPECIAL PURPOSE CONTACT ADHESIVE 250

STRUCTURAL WOOD MEMBER ADHESIVE 140

TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS

METAL TO METAL 30

PLASTIC FOAMS 50

POROUS MATERIAL (EXCEPT WOOD) 50

WOOD 30

FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURETHE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIRQUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 4.504.2 - SEALANT VOC LIMIT(Less Water and Less Exempt Compounds in Grams per Liter)

SEALANTS VOC LIMIT

ARCHITECTURAL 250

MARINE DECK 760

NONMEMBRANE ROOF 300

ROADWAY 250

SINGLE-PLY ROOF MEMBRANE 450

OTHER 420

SEALANT PRIMERS

ARCHITECTURAL

NON-POROUS 250

POROUS 775

MODIFIED BITUMINOUS 500

MARINE DECK 760

OTHER 750

TABLE 4.504.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT

HARDWOOD PLYWOOD VENEER CORE 0.05

HARDWOOD PLYWOOD COMPOSITE CORE 0.05

PARTICLE BOARD 0.09

MEDIUM DENSITY FIBERBOARD 0.11

THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIEDBY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROLMEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCEWITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUMTHICKNESS OF 5/16" (8 MM).

TABLE 4.504.3 - VOC CONTENT LIMITS FORARCHITECTURAL COATINGS2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPTCOMPOUNDS

COATING CATEGORY VOC LIMIT

FLAT COATINGS 50

NON-FLAT COATINGS 100

NONFLAT-HIGH GLOSS COATINGS 150

SPECIALTY COATINGS

ALUMINUM ROOF COATINGS 400

BASEMENT SPECIALTY COATINGS 400

BITUMINOUS ROOF COATINGS 50

BITUMINOUS ROOF PRIMERS 350

BOND BREAKERS 350

CONCRETE CURING COMPOUNDS 350

CONCRETE/MASONRY SEALERS 100

DRIVEWAY SEALERS 50

DRY FOG COATINGS 150

FAUX FINISHING COATINGS 350

FIRE RESISTIVE COATINGS 350

FLOOR COATINGS 100

FORM-RELEASE COMPOUNDS 250

GRAPHIC ARTS COATINGS (SIGN PAINTS) 500

HIGH TEMPERATURE COATINGS 420

INDUSTRIAL MAINTENANCE COATINGS 250

LOW SOLIDS COATINGS1 120

MAGNESITE CEMENT COATINGS 450

MASTIC TEXTURE COATINGS 100

METALLIC PIGMENTED COATINGS 500

MULTICOLOR COATINGS 250

PRETREATMENT WASH PRIMERS 420

PRIMERS, SEALERS, & UNDERCOATERS 100

REACTIVE PENETRATING SEALERS 350

RECYCLED COATINGS 250

ROOF COATINGS 50

RUST PREVENTATIVE COATINGS 250

SHELLACS

CLEAR 730

OPAQUE 550

SPECIALTY PRIMERS, SEALERS &UNDERCOATERS 100

STAINS 250

STONE CONSOLIDANTS 450

SWIMMING POOL COATINGS 340

TRAFFIC MARKING COATINGS 100

TUB & TILE REFINISH COATINGS 420

WATERPROOFING MEMBRANES 250

WOOD COATINGS 275

WOOD PRESERVATIVES 350

ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &EXEMPT COMPOUNDS2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITSARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BYTHE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGSSUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION ISAVAILABLE FROM THE AIR RESOURCES BOARD.

DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and productrequirements of at least one of the following:

1. Carpet and Rug Institute's Green Label Plus Program.2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350).3. NSF/ANSI 140 at the Gold level.4. Scientific Certifications Systems Indoor AdvantageTM Gold.

4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program.

4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.

4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receivingresilient flooring shall comply with one or more of the following:

1. Products compliant with the California Department of Public Health, "Standard Method for the Testing andEvaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Materialin the Collaborative for High Performance Schools (CHPS) High Performance Products Database.

2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program).3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of

Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1,February 2010 (also known as Specification 01350).

4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5

4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.2. Chain of custody certifications.3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see

CCR, Title 17, Section 93120, et seq.).4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered

Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA0121, CSA 0151, CSA 0153 and CSA 0325 standards.

5. Other methods acceptable to the enforcing agency.

Y N/AY N/AY N/AY N/A RESPON.PARTY

RESPON.PARTY

RESPON.PARTY

RESPON.PARTY

2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2020, Includes August 2019 Supplement)

Instructions:This checklist is to be used on an individual project basis and may be modifiedby the applicant to meet the needs of their specific project. The applicant shallstrike out those sections that are not applicable to their project and indicate the location of where this information is located. The applicant and property owner assume all responsibility associated with the use of this document.

Exhibit 1 – Site Plans and Elevations

Page 4: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A1.18/28

/20

Plo

tte

d O

n:

Site Plan

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 8' 16' 32'

Site PlanSCALE: 1/16" = 1'-0"

Pro

jec

t N

ort

h

CONNECT (N) PVCTO (E) PVC WATER LINE

(N) 2" PVC PIPE TO (E) WELL W/ BURIAL TAPE,TRACER WIRE, (N) FITTINGS, &(N) PRESSURE REGULATOR

(E) DIRT DRIVEWAY:SCARIFY, RE-COMPACT,& ADD ROAD BASE.

(E) DIRT DRIVEWAY:SCARIFY, RE-COMPACT,& ADD ROAD BASE.

(E) DIRT DRIVEWAY:SCARIFY, RE-COMPACT,& ADD ROAD BASE.

Santa Ana Road

(E) RESIDENCE

(E) GARAGE & BARN

AREA OF WORK

(E) DIRT DRIVEWAY:SCARIFY, RE-COMPACT,& ADD ROAD BASE.

(N) CONC. PADFOR CONDENSINGUNITS

(E) ACCESSORY STRUCTURES

(E) DIRT DRIVEWAY:SCARIFY, RE-COMPACT,& ADD ROAD BASE. TYP.ALL THE WAY TO CITY WATER WELLAPPROXIMATELY 1,850 FT.

WATERPROOFING &FRENCH DRAIN. SEE 5/A6.1

DRAIN PIPE.RUN TO DAYLIGHT

Exhibit 1 – Site Plans and Elevations

Page 5: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A2.18/28

/20

Plo

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BasementFloor Plan &First FloorPlan

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

I

M

11.7

15.4

16.1

15.5

Basement Floor Plan1/4" = 1'-0"

UP

BASEMENT

(E) CONCRETE RETAINING WALL

(E) MASONRY WALL

(E) WOOD-FRAMEDSTAIRS

SCOPE OF WORK @ BASEMENT:1. PLUMB FOR AND INSTALL (N) RESIDENTIAL WATER TREATMENT SYSTEM.2. INSTALL NEW HEAT PUMP AND ASSOCIATED DUCTING & PLUMBING FOR CONDENSING UNIT.3. PATCH/REPAIR ALL CRACKS IN (E) CONCRETE FOUNDATION.4 UPGRADE ELECTRICAL TO CURRENT CODE REQUIREMENTS PER ELECTRICAL PLANS5. INSTALL (N) MECHANICAL SYSTEM.6. REPLACE ALL PLUMBING LINES7. REPAIR (E) STAIRS TO BASEMENT

0 2' 4' 8'

F

A1 A

A

B B B

A A

A

A A

D D D

H

AA

C

C

F

NN

2

2

3

3

4

8'

12'

1.7

1.6

1.6

3.1

6.1

6.1

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

7.1

7.1

7.1

7.1

7.1

7.1

7.1

7.1

7.1

7.1

9.1

15.1

11.6

11.8

11.812.1

12.2

12.4

12.1

12.3

12.3

12.3

15.1

15.2

1.7

11.1

11.2

3.2

2.3

2.3

2.3

2.3

2.3

2.3

2.32.3

2.3

2.3

2.3

2.3

UP

DN

UP

UP

UP

First Floor Plan1/4" = 1'-0"

KITCHEN

UTILITY

PANTRY

DINING

ENTRY

PORCH

PORCH

POWDER

CL.LIVING

FAMILY

SCOPE OF WORK @ FIRST FLOOR:1. REPLACE ALL WINDOWS AND EXTERIOR DOORS. SAME SIZE AND SAME LOCATION. FINISH TO MATCH (E).2. REPLACE ALL DAMAGED INTERIOR DOORS. MATCH (E)3. REMOVE WEAK OR DAMAGED NON-LEAD PAINTED PLASTER. REPLACE WITH 1/2" GYP. BD.4. REMOVE ALL BASE MOULDING, CROWN MOULDING, AND DOOR AND WINDOW TRIM. REPLACE WITH (E) OR WITH (N) TO MATCH (E) AS REQUIRED.5. REPAIR OR REPLACE AND REFINISH ALL WOOD FLOORS. MATCH (E).6. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED RIM JOISTS.7. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED FLOOR/WALL FRAMING8. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED WOOD SIDING. MATCH (E).9. UPGRADE ELECTRICAL TO CURRENT CODE REQUIREMENTS PER ELECTRICAL PLANS10. INSTALL (N) MECHANICAL SYSTEM.11. REPLACE ALL WOOD POSTS AT EXTERIOR PORCHES. FINISH TO MATCH (E).12. REPLACE ALL PLUMBING LINES AND FIXTURES

BUTLER'SPANTRY

TYP.

TYP.

Keyed Notes GENERAL & DEMOLITION 1.1 (E) TREE TO REMAIN 1.2 (E) GAS METER TO REMAIN 1.3 (E) WATER METER TO REMAIN 1.4 (E) ELECTRICAL METER TO BE UPGRADED TO 200 AMP 1.5 (E) DIRT DRIVE TO BE UPGRADED FROM CITY WELL TO (E) RESIDENCE

SCARIFY, RE-COMPACT & ADD ROAD BASE. 1.6 (E) CONCRETE PATIO WITH BRICK EDGING TO REMAIN 1.7 (E) FIREPLACE, HEARTH, SURROUND, & MANTEL TO REMAIN 1.8 (E) BRICK CHIMNEY TO REMAIN SITEWORK 2.1 INSTALL FRENCH DRAIN WITH 4” PERFORATED PVC PIPE. SEE DETAIL

5/A6.1 2.2 REPLACE (E) WATER LINE FROM (E) WELL TO HOUSE. 2” PVC 30” DEEP. 2.3 REPAIR/REPLACE (E) BRICK WAINSCOT/FLATWORK

CONCRETE 3.1 4” CONCRETE SLAB @ LANDING 3.2 REPLACE (E) CONCRETE SLAB WOODS & PLASTICS 6.1 REPLACE (E) 6X6 WOOD POST & WOOD POST WRAP. FINISH TO MATCH

(E). SEE DETAILS 1 & 2/A6.1 6.2 REPAIR & RE-FINSH (E) WOOD FLOOR 6.3 REPLACE (E) WOOD PEDESTAL & RAILING TO MATCH (E). SEE DETAILS 1

& 2/A6.1. THERMAL & MOISTURE PROTECTION 7.1 PROVIDE R-15 BATT INSULATION AT ALL EXTRIOR WALLS (FIRST FLOOR) 7.2 PROVIDE R-13 BLOW-IN INSULATION AT ALL EXTERIOR WALLS (SECOND

FLOOR) 7.3 REPAIR (E) BUILT-IN GUTTER SYSTEM 7.4 REPLACE (E) DOWNSPOUTS 7.5 DEXOTEX WEATHERWEAR DECKING SYSTEM 7.6 (E) ASPHALT SHINGLE ROOFING TO REMAIN DOORS & WINDOWS 8.1 AS-BUILT WOOD REPLACEMENT WINDOW 8.2 AS-BUILT WOOD REPLACEMENT DOOR FINISHES 9.1 CERAMIC TILE FLOOR, GREENBOARD WALLS & CEILING 9.2 (E) WOOD SIDING TO REMAIN. REPAIR OR REPLACE AS NEEDED.

REPLACEMENT WOOD SIDING TO MATCH (E) SEE DETAIL 3/A6.1 9.3 (E) BRICK BASE DETAIL. REPAIR OR REPLACE BRICKS AS NEEDED.

REPLACEMENT BRICK DETAILING TO MATCH (E). SEE DETAILS 4&5/A6.1 EQUIPMENT 11.1 DISHWASHER AS SELECTED BY OWNER 11.2 REFRIGERATOR AS SELECTED BY OWNER 11.3 WASHER AS SELECTED BY OWNER 11.4 DRYER AS SELECTED BY OWNER 11.5 NOT USED 11.6 ELECTRIC RANGE WITH HOOD AS SELECTED BY OWNER – HOOD TO

EXHAUST @ 100 CFM TO EXTERIOR 11.7 FAU. SEE SHEET XXX FOR SPECS 11.8 CONDENSING UNIT ON (N) CONCRETE PAD FURNISHINGS 12.1 (E) WOOD CABINETRY. REPAIR AND RE-FINISH TO MATCH (E) 12.2 (N) WOOD CABINETRY TO MATCH (E) 12.3 REMOVE, RE-FINISH, & RE-INSTALL (E) MAHOGANY COUNTERTOP &

BACKSPLASH 12.4 WOOD SHELVING AS DIRECTED BY OWNER MECHANICAL 15.1 SINK WITH LOW-FLOW FAUCET – 1.2 GAL/MIN MAX (RESTROOMS &

LAUNDRY) & 1.8 GAL/MIN MAX. (KITCHEN SINK) 15.2 LOW-FLOW TOILET – 1.28 GAL/FLUSH MAX. 15.3 SHOWER WITH LOW-FLOW SHOWER HEAD - 1.8 GAL/MIN. MAX. – 15.4 WATER TREATMENT SYSTEM 15.5 ELECTRIC TANK-TYPE WATER HEATER 30 GALLON WITH EARTHQUAKE

STRAPPING. ELECTRICAL 16.1 ELECTRICAL SERVICE – 400 AMP 16.2 ELECTRICAL SUB PANEL – 200 AMP

Exhibit 1 – Site Plans and Elevations

Page 6: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A2.28/28

/20

Plo

tte

d O

n:

Second FloorPlan & AtticFloor Plan

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

A A

A

A A A

A

A

A A

E

AA

A

E G G

A

FF 5

6

6

2'-6"

2'-6

"

2'-8"

2'-8

"

2'-8"

2'-8

"

6.2

6.2

6.2

6.2 6.2

6.2

6.2

6.2

6.2

9.1 9.1 9.1

7.5

7.5

15.2 15.26.3

6.3

15.115.1

15.1 15.2

1.7

15.1 15.3

15.3

15.3

Second Floor Plan1/4" = 1'-0"

UP

DN

UP

DN

DN

DECK

DECK

BEDROOM

BEDROOM

SITTING

BEDROOM

TOILET TOILET

BEDROOM

BEDROOM

CL.

CL.

CL.

CL.

CL.

CL.

TOILET

SCOPE OF WORK @ SECOND FLOOR:1. REPLACE ALL WINDOWS AND DAMAGED DOORS. SAME SIZE AND SAME LOCATION. FINISH TO MATCH (E).2. PATCH DEMOED AREAS OF PLASTER WITH 1/2" DRYWALL3. REMOVE ALL DAMGED BASE MOULDING, CROWN MOULDING, AND DOOR AND WINDOW TRIM. REPLACE WITH (E) OR WITH (N) TO MATCH (E) AS REQUIRED.4. REPAIR AND REFINISH ALL WOOD FLOORS.5. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED FLOOR/WALL FRAMING6. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED WOOD SIDING. MATCH (E).7 UPGRADE ELECTRICAL TO CURRENT CODE REQUIREMENTS PER ELECTRICAL PLANS8. INSTALL (N) MECHANICAL SYSTEM.9. REPLACE DECK SURFACE WITH DEXOTEX SYSTEM.10. REPLACE ALL WOOD RAILINGS AT EXTERIOR PORCHES. FINISH TO MATCH (E).11. REPLACE ALL PLUMBING LINES AND FIXTURES

0 2' 4' 8'

L L

J

K

KK

11.7

16.2

15.5

Attic Floor Plan1/4" = 1'-0"

DN.

ATTIC ATTIC

SCOPE OF WORK @ ATTIC:1. REPLACE ALL WINDOWS AND DOORS. SAME SIZE AND SAME LOCATION. FINISH TO MATCH (E).2. INSTALL R-13 BLOW-IN LOOSE FILL INSULATION3. REPAIR WOOD FLOOR.4. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED FLOOR/WALL FRAMING5. REPAIR OR REPLACE ALL TERMITE OR DRY ROT DAMAGED WOOD SIDING. MATCH (E).6 UPGRADE ELECTRICAL TO CURRENT CODE REQUIREMENTS PER ELECTRICAL PLANS7. INSTALL (N) MECHANICAL SYSTEM.8. PLUMB FOR CONNECTION TO CONDENSING UNIT9. INSTALL SUB-PANEL

Keyed Notes GENERAL & DEMOLITION 1.1 (E) TREE TO REMAIN 1.2 (E) GAS METER TO REMAIN 1.3 (E) WATER METER TO REMAIN 1.4 (E) ELECTRICAL METER TO BE UPGRADED TO 200 AMP 1.5 (E) DIRT DRIVE TO BE UPGRADED FROM CITY WELL TO (E) RESIDENCE

SCARIFY, RE-COMPACT & ADD ROAD BASE. 1.6 (E) CONCRETE PATIO WITH BRICK EDGING TO REMAIN 1.7 (E) FIREPLACE, HEARTH, SURROUND, & MANTEL TO REMAIN 1.8 (E) BRICK CHIMNEY TO REMAIN SITEWORK 2.1 INSTALL FRENCH DRAIN WITH 4” PERFORATED PVC PIPE. SEE DETAIL

5/A6.1 2.2 REPLACE (E) WATER LINE FROM (E) WELL TO HOUSE. 2” PVC 30” DEEP. 2.3 REPAIR/REPLACE (E) BRICK WAINSCOT/FLATWORK

CONCRETE 3.1 4” CONCRETE SLAB @ LANDING 3.2 REPLACE (E) CONCRETE SLAB WOODS & PLASTICS 6.1 REPLACE (E) 6X6 WOOD POST & WOOD POST WRAP. FINISH TO MATCH

(E). SEE DETAILS 1 & 2/A6.1 6.2 REPAIR & RE-FINSH (E) WOOD FLOOR 6.3 REPLACE (E) WOOD PEDESTAL & RAILING TO MATCH (E). SEE DETAILS 1

& 2/A6.1. THERMAL & MOISTURE PROTECTION 7.1 PROVIDE R-15 BATT INSULATION AT ALL EXTRIOR WALLS (FIRST FLOOR) 7.2 PROVIDE R-13 BLOW-IN INSULATION AT ALL EXTERIOR WALLS (SECOND

FLOOR) 7.3 REPAIR (E) BUILT-IN GUTTER SYSTEM 7.4 REPLACE (E) DOWNSPOUTS 7.5 DEXOTEX WEATHERWEAR DECKING SYSTEM 7.6 (E) ASPHALT SHINGLE ROOFING TO REMAIN DOORS & WINDOWS 8.1 AS-BUILT WOOD REPLACEMENT WINDOW 8.2 AS-BUILT WOOD REPLACEMENT DOOR FINISHES 9.1 CERAMIC TILE FLOOR, GREENBOARD WALLS & CEILING 9.2 (E) WOOD SIDING TO REMAIN. REPAIR OR REPLACE AS NEEDED.

REPLACEMENT WOOD SIDING TO MATCH (E) SEE DETAIL 3/A6.1 9.3 (E) BRICK BASE DETAIL. REPAIR OR REPLACE BRICKS AS NEEDED.

REPLACEMENT BRICK DETAILING TO MATCH (E). SEE DETAILS 4&5/A6.1 EQUIPMENT 11.1 DISHWASHER AS SELECTED BY OWNER 11.2 REFRIGERATOR AS SELECTED BY OWNER 11.3 WASHER AS SELECTED BY OWNER 11.4 DRYER AS SELECTED BY OWNER 11.5 NOT USED 11.6 ELECTRIC RANGE WITH HOOD AS SELECTED BY OWNER – HOOD TO

EXHAUST @ 100 CFM TO EXTERIOR 11.7 FAU. SEE SHEET XXX FOR SPECS 11.8 CONDENSING UNIT ON (N) CONCRETE PAD FURNISHINGS 12.1 (E) WOOD CABINETRY. REPAIR AND RE-FINISH TO MATCH (E) 12.2 (N) WOOD CABINETRY TO MATCH (E) 12.3 REMOVE, RE-FINISH, & RE-INSTALL (E) MAHOGANY COUNTERTOP &

BACKSPLASH 12.4 WOOD SHELVING AS DIRECTED BY OWNER MECHANICAL 15.1 SINK WITH LOW-FLOW FAUCET – 1.2 GAL/MIN MAX (RESTROOMS &

LAUNDRY) & 1.8 GAL/MIN MAX. (KITCHEN SINK) 15.2 LOW-FLOW TOILET – 1.28 GAL/FLUSH MAX. 15.3 SHOWER WITH LOW-FLOW SHOWER HEAD - 1.8 GAL/MIN. MAX. – 15.4 WATER TREATMENT SYSTEM 15.5 ELECTRIC TANK-TYPE WATER HEATER 30 GALLON WITH EARTHQUAKE

STRAPPING. ELECTRICAL 16.1 ELECTRICAL SERVICE – 400 AMP 16.2 ELECTRICAL SUB PANEL – 200 AMP

Exhibit 1 – Site Plans and Elevations

Page 7: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A3.18/28

/20

Plo

tte

d O

n:

Elevations

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

A6.11,2

A6.11,2

A6.14

A6.13

A6.11,2

A6.11,2

A6.14

6.1

6.3

6.1

6.3

8.1 8.2 8.1 8.1

7.6 8.28.1

9.3 9.3 9.29.2

7.68.1

1.81.8

1.6 1.6

7.3

7.3

South Elevation1/4" = 1'-0"

TYP.TYP. TYP. TYP.

TYP.TYP.

TYP.

F.F.

F.F.

TYP.

TYP.TYP.

0 2' 4' 8'

A6.15

A6.11,2

A6.13

A6.15

A6.11,2

6.1

6.3

6.18.18.2 8.18.1

7.6 8.1

9.39.2 9.2

7.6

1.8 1.8

1.6

7.3

7.3

North Elevation1/4" = 1'-0"

TYP.

TYP.TYP. TYP.TYP.TYP.

TYP.

TYP.

Keyed Notes GENERAL & DEMOLITION 1.1 (E) TREE TO REMAIN 1.2 (E) GAS METER TO REMAIN 1.3 (E) WATER METER TO REMAIN 1.4 (E) ELECTRICAL METER TO BE UPGRADED TO 200 AMP 1.5 (E) DIRT DRIVE TO BE UPGRADED FROM CITY WELL TO (E) RESIDENCE

SCARIFY, RE-COMPACT & ADD ROAD BASE. 1.6 (E) CONCRETE PATIO WITH BRICK EDGING TO REMAIN 1.7 (E) FIREPLACE, HEARTH, SURROUND, & MANTEL TO REMAIN 1.8 (E) BRICK CHIMNEY TO REMAIN SITEWORK 2.1 INSTALL FRENCH DRAIN WITH 4” PERFORATED PVC PIPE. SEE DETAIL

5/A6.1 2.2 REPLACE (E) WATER LINE FROM (E) WELL TO HOUSE. 2” PVC 30” DEEP. 2.3 REPAIR/REPLACE (E) BRICK WAINSCOT/FLATWORK

CONCRETE 3.1 4” CONCRETE SLAB @ LANDING 3.2 REPLACE (E) CONCRETE SLAB WOODS & PLASTICS 6.1 REPLACE (E) 6X6 WOOD POST & WOOD POST WRAP. FINISH TO MATCH

(E). SEE DETAILS 1 & 2/A6.1 6.2 REPAIR & RE-FINSH (E) WOOD FLOOR 6.3 REPLACE (E) WOOD PEDESTAL & RAILING TO MATCH (E). SEE DETAILS 1

& 2/A6.1. THERMAL & MOISTURE PROTECTION 7.1 PROVIDE R-15 BATT INSULATION AT ALL EXTRIOR WALLS (FIRST FLOOR) 7.2 PROVIDE R-13 BLOW-IN INSULATION AT ALL EXTERIOR WALLS (SECOND

FLOOR) 7.3 REPAIR (E) BUILT-IN GUTTER SYSTEM 7.4 REPLACE (E) DOWNSPOUTS 7.5 DEXOTEX WEATHERWEAR DECKING SYSTEM 7.6 (E) ASPHALT SHINGLE ROOFING TO REMAIN DOORS & WINDOWS 8.1 AS-BUILT WOOD REPLACEMENT WINDOW 8.2 AS-BUILT WOOD REPLACEMENT DOOR FINISHES 9.1 CERAMIC TILE FLOOR, GREENBOARD WALLS & CEILING 9.2 (E) WOOD SIDING TO REMAIN. REPAIR OR REPLACE AS NEEDED.

REPLACEMENT WOOD SIDING TO MATCH (E) SEE DETAIL 3/A6.1 9.3 (E) BRICK BASE DETAIL. REPAIR OR REPLACE BRICKS AS NEEDED.

REPLACEMENT BRICK DETAILING TO MATCH (E). SEE DETAILS 4&5/A6.1 EQUIPMENT 11.1 DISHWASHER AS SELECTED BY OWNER 11.2 REFRIGERATOR AS SELECTED BY OWNER 11.3 WASHER AS SELECTED BY OWNER 11.4 DRYER AS SELECTED BY OWNER 11.5 NOT USED 11.6 ELECTRIC RANGE WITH HOOD AS SELECTED BY OWNER – HOOD TO

EXHAUST @ 100 CFM TO EXTERIOR 11.7 FAU. SEE SHEET XXX FOR SPECS 11.8 CONDENSING UNIT ON (N) CONCRETE PAD FURNISHINGS 12.1 (E) WOOD CABINETRY. REPAIR AND RE-FINISH TO MATCH (E) 12.2 (N) WOOD CABINETRY TO MATCH (E) 12.3 REMOVE, RE-FINISH, & RE-INSTALL (E) MAHOGANY COUNTERTOP &

BACKSPLASH 12.4 WOOD SHELVING AS DIRECTED BY OWNER MECHANICAL 15.1 SINK WITH LOW-FLOW FAUCET – 1.2 GAL/MIN MAX (RESTROOMS &

LAUNDRY) & 1.8 GAL/MIN MAX. (KITCHEN SINK) 15.2 LOW-FLOW TOILET – 1.28 GAL/FLUSH MAX. 15.3 SHOWER WITH LOW-FLOW SHOWER HEAD - 1.8 GAL/MIN. MAX. – 15.4 WATER TREATMENT SYSTEM 15.5 ELECTRIC TANK-TYPE WATER HEATER 30 GALLON WITH EARTHQUAKE

STRAPPING. ELECTRICAL 16.1 ELECTRICAL SERVICE – 400 AMP 16.2 ELECTRICAL SUB PANEL – 200 AMP

ALL COLORS AND FINISHES TO MATCH EXISTING.SEE ATTACHED PHOTO SHEET FOR REFERENCE.

COLORS:

Exhibit 1 – Site Plans and Elevations

Page 8: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A3.28/28

/20

Plo

tte

d O

n:

Elevations

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

A6.11,2

A6.11,2

A6.13

6.3

6.18.1 8.2

7.68.1

9.2

1.8

1.8

1.6 1.6

7.3

6.3

1.8

8.2 8.1

6.1

West Elevation1/4" = 1'-0"

TYP.

TYP. TYP.TYP.

TYP.

TYP.

TYP.

0 2' 4' 8'

A6.14

A6.11,2

A6.11,2

A6.13

6.1 8.1

7.6 8.1

9.2

1.8

1.8

1.6

7.3

6.3

8.2 9.3 8.2

8.1

East Elevation1/4" = 1'-0"

TYP. TYP.

TYP.

TYP.

TYP.

Keyed Notes GENERAL & DEMOLITION 1.1 (E) TREE TO REMAIN 1.2 (E) GAS METER TO REMAIN 1.3 (E) WATER METER TO REMAIN 1.4 (E) ELECTRICAL METER TO BE UPGRADED TO 200 AMP 1.5 (E) DIRT DRIVE TO BE UPGRADED FROM CITY WELL TO (E) RESIDENCE

SCARIFY, RE-COMPACT & ADD ROAD BASE. 1.6 (E) CONCRETE PATIO WITH BRICK EDGING TO REMAIN 1.7 (E) FIREPLACE, HEARTH, SURROUND, & MANTEL TO REMAIN 1.8 (E) BRICK CHIMNEY TO REMAIN SITEWORK 2.1 INSTALL FRENCH DRAIN WITH 4” PERFORATED PVC PIPE. SEE DETAIL

5/A6.1 2.2 REPLACE (E) WATER LINE FROM (E) WELL TO HOUSE. 2” PVC 30” DEEP. 2.3 REPAIR/REPLACE (E) BRICK WAINSCOT/FLATWORK

CONCRETE 3.1 4” CONCRETE SLAB @ LANDING 3.2 REPLACE (E) CONCRETE SLAB WOODS & PLASTICS 6.1 REPLACE (E) 6X6 WOOD POST & WOOD POST WRAP. FINISH TO MATCH

(E). SEE DETAILS 1 & 2/A6.1 6.2 REPAIR & RE-FINSH (E) WOOD FLOOR 6.3 REPLACE (E) WOOD PEDESTAL & RAILING TO MATCH (E). SEE DETAILS 1

& 2/A6.1. THERMAL & MOISTURE PROTECTION 7.1 PROVIDE R-15 BATT INSULATION AT ALL EXTRIOR WALLS (FIRST FLOOR) 7.2 PROVIDE R-13 BLOW-IN INSULATION AT ALL EXTERIOR WALLS (SECOND

FLOOR) 7.3 REPAIR (E) BUILT-IN GUTTER SYSTEM 7.4 REPLACE (E) DOWNSPOUTS 7.5 DEXOTEX WEATHERWEAR DECKING SYSTEM 7.6 (E) ASPHALT SHINGLE ROOFING TO REMAIN DOORS & WINDOWS 8.1 AS-BUILT WOOD REPLACEMENT WINDOW 8.2 AS-BUILT WOOD REPLACEMENT DOOR FINISHES 9.1 CERAMIC TILE FLOOR, GREENBOARD WALLS & CEILING 9.2 (E) WOOD SIDING TO REMAIN. REPAIR OR REPLACE AS NEEDED.

REPLACEMENT WOOD SIDING TO MATCH (E) SEE DETAIL 3/A6.1 9.3 (E) BRICK BASE DETAIL. REPAIR OR REPLACE BRICKS AS NEEDED.

REPLACEMENT BRICK DETAILING TO MATCH (E). SEE DETAILS 4&5/A6.1 EQUIPMENT 11.1 DISHWASHER AS SELECTED BY OWNER 11.2 REFRIGERATOR AS SELECTED BY OWNER 11.3 WASHER AS SELECTED BY OWNER 11.4 DRYER AS SELECTED BY OWNER 11.5 NOT USED 11.6 ELECTRIC RANGE WITH HOOD AS SELECTED BY OWNER – HOOD TO

EXHAUST @ 100 CFM TO EXTERIOR 11.7 FAU. SEE SHEET XXX FOR SPECS 11.8 CONDENSING UNIT ON (N) CONCRETE PAD FURNISHINGS 12.1 (E) WOOD CABINETRY. REPAIR AND RE-FINISH TO MATCH (E) 12.2 (N) WOOD CABINETRY TO MATCH (E) 12.3 REMOVE, RE-FINISH, & RE-INSTALL (E) MAHOGANY COUNTERTOP &

BACKSPLASH 12.4 WOOD SHELVING AS DIRECTED BY OWNER MECHANICAL 15.1 SINK WITH LOW-FLOW FAUCET – 1.2 GAL/MIN MAX (RESTROOMS &

LAUNDRY) & 1.8 GAL/MIN MAX. (KITCHEN SINK) 15.2 LOW-FLOW TOILET – 1.28 GAL/FLUSH MAX. 15.3 SHOWER WITH LOW-FLOW SHOWER HEAD - 1.8 GAL/MIN. MAX. – 15.4 WATER TREATMENT SYSTEM 15.5 ELECTRIC TANK-TYPE WATER HEATER 30 GALLON WITH EARTHQUAKE

STRAPPING. ELECTRICAL 16.1 ELECTRICAL SERVICE – 400 AMP 16.2 ELECTRICAL SUB PANEL – 200 AMP

ALL COLORS AND FINISHES TO MATCH EXISTING.SEE ATTACHED PHOTO SHEET FOR REFERENCE.

COLORS:

Exhibit 1 – Site Plans and Elevations

Page 9: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A5.18/28

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Schedules/Details

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Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

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7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

3' 3' 2'-6" 3' 2' 2'-2"

5'-9

"

5'-1

"

4'-6

" 4'

5'-1

" 4'

2'

4'

2'-10"

2'-8

"

2'-2"

2'-8

"

2'-7

"

2'-6"

2'2'

2'

2'

2'

2'-10"

1'-8

"

9"

8'

1/4" = 1'-0"

TYPE AWOOD SINGLE HUNGDUAL GLAZEDPAINT

1. WINDOWS CONSTRUCTED OF FACTORY PRIMED REDWOOD THEN PAINTED.

2. ALL GLAZING IS 3/4" DUAL PANE SOLARBAN-60 TEMPERED WITH LOW E COATING.

3. ALL GLASS AND GLAZING SHALL CONFORM TO 2019 CBC CHAPTER 24. PER CBC SECTION 2406, ALL GLAZING, OPERABLE ORINOPERABLE, ADJACENT TO A DOOR IN ALL BUILDINGS AND WITHIN THE SAME WALL PLANE AS THE DOOR WHOSE NEARESTVERTICAL EDGE IS WITHIN 12" OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THEFLOOR OR WALKING SURFACE SHALL BE TEMPERED. GLAZING IN FIXED PANELS OTHER THAN THOSE COVERED ABOVE WHICHHAVE A GLAZED AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWEST EDGE IS LESS THAN 18" ABOVE THE FINISHED FLOOR LEVELOR WALKING SURFACE WITHIN 36" OF SUCH GLAZING SHALL BE TEMPERED.

4. ALL WINDOWS IN BEDROOMS SHALL HAVE A NET OPENABLE AREA OF 5.7 SQUARE FEET, MINIMUM NET HEIGHT 24", MINIMUM NET WIDTH 20", SILL HEIGHT 44" MAXIMUM.

Window Notes

Window Types

TYPE B TYPE C TYPE D TYPE E TYPE F

TYPE H TYPE I TYPE J TYPE K TYPE M TYPE N

WOOD SINGLE HUNGDUAL GLAZEDPAINT

WOOD SINGLE HUNGDUAL GLAZEDPAINT

WOOD SINGLE HUNGDUAL GLAZEDPAINT

WOOD SINGLE HUNGDUAL GLAZEDPAINT

WOOD SINGLE HUNGDUAL GLAZEDPAINT

WOOD TRANSOMDUAL GLAZEDPAINT

WOOD FIXEDDUAL GLAZEDPAINT

WOOD FIXEDDUAL GLAZEDPAINT

WOOD FIXEDDUAL GLAZEDPAINT

WOOD FIXEDDUAL GLAZEDPAINT

WOOD FIXEDDUAL GLAZEDPAINT

TYPE GWOOD SINGLE HUNGDUAL GLAZEDPAINT

TYPE LWOOD FIXEDDUAL GLAZEDPAINT

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

TRUE DIVIDED LITESW/ OGEE WOOD BEAD

MOULDING

NOTE: ALL WINDOWS ARE AS-BUILT

8' 8' 8'

7'

7'7'7'

3'-2" 4' VARIES

3'-6" 4' 2'-8"

2'-10"

7'

VARIES

1/4" = 1'-0"

PAIR 1-3/4" WOOD FRENCHDUAL GLAZEDPAINT

1-3/4" WOODDUAL GLAZEDPAINT

TYPE 3TYPE 2TYPE 1

Door Types

Door Notes:1. REFER TO DRAWINGS FOR SWINGS OF DOORS

2. ALL GLAZING TO BE TEMPERED.

1-3/4" WOODDUAL GLAZEDPAINT

TYPE 41-3/4" WOODDUAL GLAZEDPAINT

TYPE 61-3/4" WOODDUAL GLAZEDPAINT

TYPE 5PAIR 1-3/4" WOOD FRENCHDUAL GLAZEDPAINT

TYPE 7 (TYP INT. DOORS)1-3/8" WOOD PANELPAINT

WITH GLASS

1/4" TEMPEREDGLASS

1/4" CLEARTEMP GLASS

Page 2

DOOR ELEVATION

NYE RANCH

5"

JOB #: 1237-19DATE: 09/23/19

TYPE 2INTERIOR DOORS

5"

4 ½4 ½ 4 ½

1/4" CLEAR TEMPERED

GLASS

10" BOTTOM RAIL

OGEE WOOD BEAD MOULDING

1/25"

3/4" FLAT PANEL

2 EQUAL RAISED PANELS

1/21 3/8"

Typical As-Built Door Construction Details

Typical As-Built Window Construction Details Typical Ogee Sticking

Exterior Exterior Exterior Interior

Exhibit 1 – Site Plans and Elevations

Page 10: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

A6.18/28

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Details

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Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

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7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

3"

81/4"

81/4"

21/4"

21/4"

3/4"

3"

103/4"

103/

4"

3 7/

8"6"

31/4"

5"

11"

42"

3 7/

8"

21/4"

6"21/

2"

11/4"

3/4" 1/2"

11/4"11/4"

11/4"

53/4"

3/4"

81/4"

81/4"

103/4"

103/

4"

3" = 1'-0" FOLDER/DETAIL TITLE2 PORCH POST & DECK POST/RAILING

2X12 SHAPED2X6 TOP RAIL

2X4 W/DADOTO RECEIVE VERT.

2X10 SHAPED

2X6 SHAPED

6X6 POST

2X4 BOTTOM RAIL

2X12 SHAPED,BEYOND

TOP OF DECK

2X6 TOP RAIL

2X4 W/DADOTO RECEIVE VERT.

2X2 VERT.

2X10 SHAPED

2X6 SHAPED

6X6 POST

BASE MOULDING,BELOW

TOP OF (E)BRICK PATIO

Porch Post Plan

Deck Pedestal Plan

BASE MOULDING,BELOW

Porch Post Section

WOOD MOULDING

WOOD MOULDING

WOOD MOULDING

2X SHAPED

Deck Pedestal SectionDeck Railing Section

NOTE:THE INTENT OF THISDETAIL IS TO MATCH (E)

NOTE:THE INTENT OF THISDETAIL IS TO MATCH (E)

42"

3/4" = 1'-0"1 POST/PEDESTAL/RAILING REPLACEMENTFOLDER/DETAIL NAME

(E) DECK STRUCTURE & TRIM TOREMAIN PROVIDE NEW DEXOTEXAND FLASHING @ DECK

PORCH POSTS TO BE REPLACEDDUE TO TERMITE/DRY ROTDAMAGE. REPLACE PERDETAIL 2/THIS SHEET. THEINTENT IS TO MATCH (E)DETAILING.

DECK PEDESTALS & RAILINGTO BE REPLACED DUE TOTERMITE/DRY ROT DAMAGE.REPLACE PERDETAIL 2/THIS SHEET. THEINTENT IS TO MATCH (E)DETAILING.

(E) BRICK PATIOTO REMAIN

DECK RAILING

DECK PEDESTAL

PORCH POST

REPLACE (E)MOULDING

2/--

2/--

NOTE:THE INTENT OF THISDETAIL IS TO MATCH (E)

73/8"

1"

1/4"

1/2"

1/2"

JOB FILE/REPLACEMENT SIDINGHALF SCALE3 REPLACEMENT WOOD SIDING

THIS REPLACEMENT SIDING IS TO BEPROVIDED WHERE SIDING NEEDS TOBE REPLACED DUE TO TERMITE ORDRY-ROT DAMAGE.

ARCHITECTURAL MILLWORK OFSANTA BARBARA TO PROVIDEMILLWORK OF ALL SIDING ANDWOOD TRIM FOR THE PROJECT.

NOTE:THE INTENT OF THISDETAIL IS TO MATCH (E)

3/4" = 1'-0"5 WATERPROOFING & DRAIN @ (E) WALL

EXISTING GRADE

(E) CONCRETERETAINING WALL@ BASEMENT

4" PERFORATEDPVC PIPE

SITEWORK/RETAINING WALL 7

CRUSHED ROCK ENVELOPED INFILTER FABRIC. MIRAFI 140N OREQUIV.

(2) COATS SCRATCH KOTE 2000O/ (2) COATS MULASTCOTE O/(2) COATS SCRATCH KOTE 2000

MIRADRAIN 6000XL DRAINBOARD

BRICK BASE DETAILON MORTAR BED.EXPOSED PORTIONVARIES AS GRADE CHANGES (E) FLOOR

FRAMING

(E) OR REPLACED WOODSIDING AS OCCURS

(E) FRAMING

3/4" = 1'-0"4 BRICK DETAIL @ EAST WALL

EXISTING GRADE

(E) CONCRETERETAINING WALL@ BASEMENT

SITEWORK/RETAINING WALL 7

BRICK BASE DETAILON MORTAR BED.EXPOSED PORTIONVARIES AS GRADE CHANGES

(E) FLOORFRAMING

(E) OR REPLACED WOODSIDING AS OCCURS

(E) FRAMING

NOTE: THE INTENT OF THISDETAIL IS TO MATCH (E)

PARTIAL BRICK SOLDIERCOURSE, ACCENT

PARTIAL BRICK LAID FLAT,RUNNING BOND

Exhibit 1 – Site Plans and Elevations

Page 11: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

M.18/28

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MechanicalPlanBasement &First Floor

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Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

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7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

UP

DN

UP

UP

UP

KITCHEN

UTILITY

PANTRY

DINING

ENTRY

PORCH

PORCH

POWDER

CL.LIVING

FAMILY

BUTLER'SPANTRY

First Floor Mechanical Plan1/4" = 1'-0"

HP-1

HP-2

HP-1

HP-2

0 2' 4' 8'

UP

BASEMENT

(E) WOOD-FRAMEDSTAIRS

Basement Mechanical Plan1/4" = 1'-0"

(E) CONCRETE RETAINING WALL

(E) MASONRY WALL

(N) AIR HANDLER

Exhibit 1 – Site Plans and Elevations

Page 12: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

M.28/28

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MechanicalPlan SecondFloor & Attic

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Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

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7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

UP

DN

UP

DN

DN

DECK

DECK

BEDROOM

BEDROOM

SITTING

BEDROOM

TOILET TOILET

BEDROOM

BEDROOM

CL.

CL.

CL.

CL.

CL.

CL.

TOILET

Second Floor Mechanical Plan1/4" = 1'-0"

AIR HANDLERIN ATTIC

0 2' 4' 8'

DN.

ATTIC ATTIC

Attic Mechanical Plan1/4" = 1'-0"

(N) AIR HANDLER

SUB-PANEL

Exhibit 1 – Site Plans and Elevations

Page 13: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

E.18/28

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ElectricalPlanBasement &First Floor

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Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

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7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

0 2' 4' 8'

UP

BASEMENT

(E) WOOD-FRAMEDSTAIRS

Basement Electrical Plan1/4" = 1'-0"

(E) CONCRETE RETAINING WALL

(E) MASONRY WALL

208/240

37 GALLONELEC. WATERHEATER

208/240

ELEC.FAN COIL

(N) 400 AMPSERVICE

0 2' 4' 8'

J

T

SD

J

J

J

J

J

J

J

J

J

UP

DN

UP

UP

UP

KITCHEN

UTILITY

PANTRY

DINING

ENTRY

PORCH

PORCH

POWDER

CL.LIVING

FAMILY

First Floor Electrical Plan1/4" = 1'-0"

Electrical Legend

SWITCHED DUPLEX OUTLET

DUPLEX OUTLET - LEVITON DECORA SERIES, WHITE - AFCI AT KITCHEN AND LAUNDRY OUTLETS

DUPLEX OUTLET GFI - LEVITON DECORA SERIES, WHITE

SWITCH - LEVITON DECORA SERIES, WHITE

CABLE TV CONNECTION

JUNCTION BOX FOR FIXTURE SELECTED BY OWNER

WALL MOUNT EXT. HIGH EFFICACY LIGHT FIXT. FLUOR. - LED

THERMOSTAT

DUPLEX OUTLET - WATERPROOF, LEVITON DECORA, WHITE

GFI

HIGH EFFICACY VANITY LIGHT FIXTURE AS SELECTED BY OWNER - LED

HVAC DUCT RUN

RECESSED CAN AS SELECTED BY OWNER, JA8 CERTIFIED - LED

UNDER CABINET LIGHTING AS SELECTED BY OWNER, - FLUORESCENT PIN BASE SOCKET.

EXHAUST FAN. MIN. RATE 50 CFM. EXHAUST DIRECTLY TO OUTSIDE. PROVIDE HUMIDISTAT @ ROOMS WITH BATH OR SHOWER.

HIGH EFFICACY RECESSED CAN AS SELECTED BY OWNER, JA8 CERTIFIED - LED

4" DIRECTIONAL RECESSED CAN AS SELECTED BY OWNER - JA8 CERTIFIED - LED

FLOOR BOX OUTLET

NOTES:1. HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID LIGHTING CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE RESIDENTIAL ENERGY CODE AND NOT CONTAIN A MEDIUM SCREW BASE SOCKET. BALLASTS FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz.2. OUTDOOR HID HIGH EFFICACY LUMINAIRES CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C OF THE RESIDENTIAL ENERGY CODE AND HAS A FACTORY INSTALLED HID BALLAST.3. LUMINAIRES RECESSED INTO INSULATED CEILING SHALL NOT CONTAIN SCREW BASE SOCKETS AND SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) BY U.L. OR OTHER TESTING LAB RECOGNIZED BY BUILDING OFFICIAL, AND SHALL BE CERTIFIED AIR TIGHT TO SHOW AIR LEAKAGE LETT THAN 2.0 CFM AT 0.11 PSI IN ACCORDANCE WITH ASTM E283, AND SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND CEILING.4. FIXTURES IS BATHROOM TO STATE "SUITABLE FOR DAMP LOCATIONS"5. LUMINAIRES WITH SCREW BASED SOCKETS SHALL MEET THE FOLLOWING REQUIREMENTS: A. THE LUMINAIRE SHALL NOT BE A RECESSED DOWN-LIGHT IN A CEILING; AND B. THE LUMINAIRE SHALL CONTAIN LAMPS THAT COMPLY WITH THE REFERENCE JOINT APPENDIX JA8; AND C. THE INSTALLED LAMPS SHALL BE MARKED WITH "JA8-2016" OR "JA8-2016-E" AS SPECIFIED IN REFERENCE JOINT APPENDIX JA86. DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA87. PERMANENTLY INSTALLED OUTDOOR LIGHTS ON BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY AND THEY SHALL BE CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTOCONTROL CERTIFIED TO COMPLY WITH THE 2016 CALIFORNIA ENERGY CODE.8. ALL INTERIOR LIGHTING TO BE HIGH EFFICACY.9. CALIFORNIA ENERGY COMMISSION'S APPROVED LISTINGS OF ALL LIGHT FIXTURES ARE TO BE AVAILABLE ON THE JOB SITE AT TIME OF INSPECTION10. EXCEPT FOR CLOSETS LESS THAN 70 SF AND HALLWAYS, ALL LUMINAIRES THAT ARE INSTALLED WITH JA8-CERTIFIED LIGHT SOURCES ARE REQUIRED TO BE CONTROLLED BY A DIMMER OR VACANCY SENSOR. USE DIMMERS11. AT LEAST ONE LUNINAIRE IN EACH BATHROOM, GARAGE, LAUNDRY ROOM, AND UTILITY ROOM SHALL BE CONTROLLED BY A MANUAL ON/AUTOMATIC OFF VACANCY SENSOR. ALL LIGHTING IN THESE ROOMS SHALL BE HIGH EFFICACY12. WHERE BRANCH-CIRCUIT WIRING IS MODIFIED, REPLACED OR EXTENDED IN AREAS SPECIFIED IN CEC 210.12(A), THE BRANCH CIRCUIT SHALL BE PROTECTED BY EITHER A LISTED COMBINATION-TYPE AFCI LOCATED AT THE ORIGIN OF THE BRANCH CIRCUIT OR A LISTED OUTLET BRANCH-CIRCUIT TYPE AFCI LOCATED AT THE FIRST RECEPTACLE OF THE EXISTING BRANCH CIRCUIT.

NOTES:1. INSTALL SMOKE DETECTORS WITHIN SLEEPING ROOMS. THROUGHOUT THE RESIDENCE. DETECTORS TO BE HARD-WIRED AND INTERCONNECTED. IN EXISTING RESIDENCES DETECTORS CAN BE BATTERY OPERATED.2. INSTALL CARBON MONOXIDE/SMOKE DETECTORS IN RESIDENCES WITH FOSSIL BURNING APPLIANCES, FIREPLACES OR ATTACHED GARAGE. INSTALL IN HALLWAYS ADJACENT TO SLEEPING AREAS THROUGHOUT THE RESIDENCE. DETECTORS TO BE HARDWIRED AND INTERCONNECTED. IN EXISTING RESIDENCES DETECTORS CAN BE BATTERY OPERATED.3. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15 & 20 AMPERE OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S). CEC SEC. 210.12 (B).4. ALL RECEPTACLES SHALL BE LISTED TAMPER RESISTANT.5. PROVIDE A MIN. OF TWO 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS IN KITCHEN6. BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A DEDICATED 20-AMP BRANCH CIRCUIT.7. ELECTRICAL OUTLETS SHALL MEET THE MIN. SPACING AND PROTECTION REQUIREMENTS PER CEC 210.12, 210.52 & 406.128. ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE PHASE, 15 & 20 AMPERE OUTLETS OR DEVICES INSTALLED IN KITCHEN & LAUNDRY AREAS SHALL BE PROTECTED BY AN ARC-FAULT/BRANCH CIRCUIT INTERRUPTER.

Electrical Notes

NOTE:AT THE TIME OF FINAL INSPECTION, AN OPERATION & MAINTENANCE MANUAL, COMPACTDISC, OR WEB BASED REFERENCE SHALL BE PLACED IN THE BUILDING. THIS MANUAL SHALLINCLUDE ALL OF THEITEMS LISTED ON CALIFORNIA GREEN BUILDING STANDARDS CODESECTION 4.410.1

NOTE: RECESSED DOWNLIGHTING IS TO CONTAIN LIGHT SOURCES THAT ARE JA8 CERTIFIED, SHALL NOT CONTAIN SCREWBASED LAMPS AND SHALL NOT CONTAIN LIGHT SOURCES THAT ARE LABELED "NOT FOR USE IN ENCLOSED FIXTURES" OR"NOT FOR USE IN RECESSED FIXTURES.

THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S)RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANTENTLYAND VISIBLY MARKED AS "EV CAPABLE"

CMCOMBO SMOKE DETECTOR/CARBON MONOXIDE SENSOR

4' LED STRIP LIGHT W/ VACANCY SENSORS

STRIP LIGHTING AT LIGHT TROUGH

ALL BRANCH CIRCUITS OUTLETS OR DEVICES INSTALLED IN KITCHEN & LAUNDRYAREAS SHALL BE PROTECTED BY AN ARC-FAULT/BRANCH CIRCUIT INTERRUPTER. /GFCI

CONDENSING UNIT ON CONCRETE PADPROVIDE DISCONNECT SWITCH ON WALLADJACENT TO CONDENSING UNIT. REQUIREMENTSPER CMC 903.2.7

GFI

GFI

BUTLER'SPANTRY

COMBO AV/ELEC. FLOORBOX

COMBO AV/ELEC. FLOORBOX

Exhibit 1 – Site Plans and Elevations

Page 14: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

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ElectricalPlan SecondFloor & Attic

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Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

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J

T

SD

J

J

J

J

J

0 2' 4' 8'

UP

DN

UP

DN

DN

DECK

DECK

BEDROOM

BEDROOM

SITTING

BEDROOM

TOILET TOILET

BEDROOM

BEDROOM

CL.

CL.

CL.

CL.

CL.

CL.

TOILET

Electrical Legend

SWITCHED DUPLEX OUTLET

DUPLEX OUTLET - LEVITON DECORA SERIES, WHITE - AFCI AT KITCHEN AND LAUNDRY OUTLETS

DUPLEX OUTLET GFI - LEVITON DECORA SERIES, WHITE

SWITCH - LEVITON DECORA SERIES, WHITE

CABLE TV CONNECTION

JUNCTION BOX FOR FIXTURE SELECTED BY OWNER

WALL MOUNT EXT. HIGH EFFICACY LIGHT FIXT. FLUOR. - LED

THERMOSTAT

DUPLEX OUTLET - WATERPROOF, LEVITON DECORA, WHITE

GFI

HIGH EFFICACY VANITY LIGHT FIXTURE AS SELECTED BY OWNER - LED

HVAC DUCT RUN

RECESSED CAN AS SELECTED BY OWNER, JA8 CERTIFIED - LED

UNDER CABINET LIGHTING AS SELECTED BY OWNER, - FLUORESCENT PIN BASE SOCKET.

EXHAUST FAN. MIN. RATE 50 CFM. EXHAUST DIRECTLY TO OUTSIDE. PROVIDE HUMIDISTAT @ ROOMS WITH BATH OR SHOWER.

HIGH EFFICACY RECESSED CAN AS SELECTED BY OWNER, JA8 CERTIFIED - LED

4" DIRECTIONAL RECESSED CAN AS SELECTED BY OWNER - JA8 CERTIFIED - LED

FLOOR BOX OUTLET

CMCOMBO SMOKE DETECTOR/CARBON MONOXIDE SENSOR

1 X 4 HIGH EFFICACY SHOP LIGHT W/ VACANCY SENSORS - FLUORESCENT PIN-BASE SOCKET

STRIP LIGHTING AT LIGHT TROUGH

/GFCI

GFIGFIGFI

PENDANT FIXTURE AS SELECTED BY OWNER, JA8 CERTIFIED - LEDP

P

P

GFI

Second Floor Electrical Plan1/4" = 1'-0"

0 2' 4' 8'

DN.

ATTIC ATTIC

Attic Electrical Plan1/4" = 1'-0"

200 AMPSUB-PANEL

208/240208/240

50 GALELEC. WATERHEATER

FAN COIL

Exhibit 1 – Site Plans and Elevations

Page 15: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

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Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

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August 28, 2020

STUDIO

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CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 1 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

GENERAL INFORMATION

01 Project Name Nye Ranch

02 Run Title Title 24 Analysis

03 Project Location 8442 Santa Ana Road

04 City Ventura 05 Standards Version 2019

06 Zip code 93001 07 Software Version EnergyPro 8.0

08 Climate Zone 6 09 Front Orientation (deg/ Cardinal) 0

10 Building Type SingleFamily 11 Number of Dwelling Units 1

12 Project Scope AdditionAlteration 13 Number of Bedrooms 5

14 New Cond. Floor Area (ft2) 0 15 Number of Stories 2

16 Existing Cond. Floor Area (ft2) 3244 17 Fenestration Average U-factor 0.3

18 Total Cond. Floor Area (ft2) 3244 19 Glazing Percentage (%) 20.95%

20 ADU Bedroom Count 0 21 ADU Conditioned Floor Area 0

COMPLIANCE RESULTS

01 Building Complies with Computer Performance

02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.

03 This building incorporates one or more Special Features shown below

ENERGY USE SUMMARY

Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement

Space Heating 26.91 7.24 19.67 73.1

Space Cooling 23.92 4.16 19.76 82.6

IAQ Ventilation 0 0 0

Water Heating 12.35 23.93 -11.58 -93.8

Self Utilization Credit n/a 0 0 n/a

Compliance Energy Total 63.18 35.33 27.85 44.1

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 2 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

REQUIRED SPECIAL FEATURES

The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.

•• Window overhangs and/or fins• Non-standard duct location (any location other than attic)

HERS FEATURE SUMMARY

The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additionaldetail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry

Building-level Verifications:• Verified Existing ConditionsCooling System Verifications:• Minimum Airflow• Verified EER• Verified SEER• Fan Efficacy Watts/CFMHeating System Verifications:• Verified HSPF• Verified heat pump rated heating capacityHVAC Distribution System Verifications:• Duct leakage testing• Ducts located entirely in conditioned space confirmed by duct leakage testingDomestic Hot Water System Verifications:• -- None --

BUILDING - FEATURES INFORMATION

01 02 03 04 05 06 07

Project Name Conditioned Floor Area (ft2)Number of Dwelling

Units Number of Bedrooms Number of Zones Number of VentilationCooling Systems

Number of WaterHeating Systems

Nye Ranch 3244 1 5 2 0 2

ZONE INFORMATION

01 02 03 04  05 06 07

Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2

(E) 2nd Floor Zone Conditioned Res HVAC1 1622 9 DHW Sys 1 N/A

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 3 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

ZONE INFORMATION

01 02 03 04  05 06 07

Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2

(E) 1st Floor Zone Conditioned Res HVAC2 1622 9 DHW Sys 3 N/A

OPAQUE SURFACES

01 02 03 04 05 06 07 08 09 10 11

Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and

Door Area (ft2) Tilt (deg) Status Verified ExistingCondition

ExistingConstruction

Nw (E) 2nd FloorZone R-13 Wall 315 n/a 650 86.5226 90 Altered Yes Default Wall

Prior to 197

Ne (E) 2nd FloorZone R-13 Wall 45 n/a 320 45.72 90 Altered Yes Default Wall

Prior to 197

Se (E) 2nd FloorZone R-13 Wall 180 Back 650 149.411 90 Altered Yes Default Wall

Prior to 197

Sw (E) 2nd FloorZone R-13 Wall 225 n/a 320 98.64 90 Altered Yes Default Wall

Prior to 197

Nw 2 (E) 1st FloorZone R-13 Wall 315 n/a 650 140.439 90 Altered Yes Default Wall

Prior to 197

Ne 2 (E) 1st FloorZone R-13 Wall 45 n/a 320 110.981 90 Altered Yes Default Wall

Prior to 197

Se 2 (E) 1st FloorZone R-13 Wall 180 Back 650 157.75 90 Altered Yes Default Wall

Prior to 197

Sw 2 (E) 1st FloorZone R-13 Wall 225 n/a 320 119.25 90 Altered Yes R-13 Wall

Raised Floor (E) 1st FloorZone

R-19 Floor NoCrawlspace n/a n/a 632 n/a n/a Altered No

Interior Surface (E) 2nd FloorZone

R-0 Floor NoCrawlspace n/a n/a 1622 n/a n/a Existing No

Interior Surface2

(E) 2nd FloorZone R-13 Floor Joists n/a n/a 1622 n/a n/a New n/a

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 4 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION / GLAZING

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16

Name Type Surface Orientation Azimuth Width(ft)

Height(ft) Mult.

Area(ft2)

U-factor U-factorSource SHGC SHGC

SourceExteriorShading Status

VerifiedExisting

Condition

Window Window Nw 315 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 2 Window Nw 315 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 3 Window Nw 315 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 4 Window Nw 315 2 5.08 1 10.2 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 5 Window Nw 315 2 5.08 1 10.2 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 6 Window Nw 315 2 5.08 1 10.2 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 7 Window Nw 315 2 5.08 1 10.2 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 8 Window Ne 45 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 9 Window Ne 45 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 10 Window Ne 45 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Sidelites Window Se Back 180 2.16 4 1 8.7 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Sidelites 2 Window Se Back 180 2.16 4 1 8.7 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 11 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 12 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 13 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 14 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 15 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 16 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 17 Window Se Back 180 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 18 Window Sw 225 3 5.08 1 15.24 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door Window Sw 225 3 5 1 15 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door 2 Window Sw 225 3 5 1 15 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 19 Window Nw 2 315 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 20 Window Nw 2 315 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 5 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION / GLAZING

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16

Name Type Surface Orientation Azimuth Width(ft)

Height(ft) Mult.

Area(ft2)

U-factor U-factorSource SHGC SHGC

SourceExteriorShading Status

VerifiedExisting

Condition

Window 21 Window Nw 2 315 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 22 Window Nw 2 315 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 23 Window Nw 2 315 2 4 1 8 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 24 Window Nw 2 315 3 4 1 12 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 25 Window Nw 2 315 3 4 1 12 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 26 Window Nw 2 315 3 4 1 12 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door 3 Window Nw 2 315 2.67 3.28 0 8.75 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 27 Window Ne 2 45 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 28 Window Ne 2 45 2.5 4.41 0 11 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 29 Window Ne 2 45 2.5 4.41 0 11 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door 4 Window Ne 2 45 3 4 1 12 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Transom Window Ne 2 45 2.83 2.67 1 7.6 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door 5 Window Ne 2 45 3 4 1 12.5 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 30 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 31 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 32 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 33 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 34 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 35 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 36 Window Se 2 Back 180 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Sidelites 3 Window Se 2 Back 180 0.75 6 1 4.5 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Sidelites 4 Window Se 2 Back 180 0.75 6 1 4.5 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window 37 Window Sw 2 225 3 5.75 1 17.25 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door 6 Window Sw 2 225 4 4.75 1 19 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

Window in Door 7 Window Sw 2 225 4 4.75 1 19 0.3 NFRC 0.23 NFRC Bug Screen Altered Yes

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 6 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

OPAQUE DOORS

01 02 03 04 05 06

Name Side of Building Area (ft2) U-factor Status Verified Existing Condition

Door Se 25.33 0.5 Altered Yes

Door 2 Sw 26.7 0.5 Altered Yes

Door 3 Sw 26.7 0.5 Altered Yes

Door 4 Nw 2 18.69 0.5 Altered Yes

Door 5 Ne 2 19.81 0.5 Altered Yes

Door 6 Ne 2 19.81 0.5 Altered Yes

Door 7 Se 2 28 0.5 Altered Yes

Door 8 Sw 2 32 0.5 Altered Yes

Door 9 Sw 2 32 0.5 Altered Yes

SLAB FLOORS

01 02 03 04 05 06 07 08 09

Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value andDepth

CarpetedFraction Heated Status Verified Existing

Condition

Slab-on-Grade (E) 1st Floor Zone 990 0.1 None 80% No Existing No

OPAQUE SURFACE CONSTRUCTIONS

01 02 03 04  05 06 07 08

Construction Name Surface Type Construction Type Framing Total CavityR-value

Interior / ExteriorContinuous

R-valueU-factor Assembly Layers

Default Wall Prior to197 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-0 None / None 0.361

Inside Finish: Gypsum BoardCavity / Frame: no insul. / 2x4Exterior Finish: 3 Coat Stucco

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 7 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

OPAQUE SURFACE CONSTRUCTIONS

01 02 03 04  05 06 07 08

Construction Name Surface Type Construction Type Framing Total CavityR-value

Interior / ExteriorContinuous

R-valueU-factor Assembly Layers

R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-13 None / None 0.095

Inside Finish: Gypsum BoardCavity / Frame: R-13 / 2x4Exterior Finish: Wood

Siding/sheathing/decking

R-19 Floor NoCrawlspace Exterior Floors Wood Framed Floor 2x10 @ 16 in. O. C. R-19 None / None 0.047

Floor Surface: CarpetedFloor Deck: Wood

Siding/sheathing/deckingCavity / Frame: R-19 / 2x10

R-0 Floor No Crawlspace Interior Floors Wood Framed Floor 2x12 @ 16 in. O. C. R-0 None / None 0.196

Floor Surface: CarpetedFloor Deck: Wood

Siding/sheathing/deckingCavity / Frame: no insul. / 2x12

Ceiling Below Finish: Gypsum Board

R-13 Floor Joists Interior Floors Wood Framed Floor 2x6 @ 16 in. O. C. R-13 None / None 0.06

Floor Surface: CarpetedFloor Deck: Wood

Siding/sheathing/deckingCavity / Frame: R-13 / 2x6

Ceiling Below Finish: Gypsum Board

BUILDING ENVELOPE - HERS VERIFICATION

01 02 03 04

Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50

Not Required Not Required Not Required n/a

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 8 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

WATER HEATING SYSTEMS

01 02 03 04  05 06 07 08 09 10

Name System Type Distribution Type Water Heater Name (#) Solar Fraction (%) CompactDistribution HERS Verification Status

VerifiedExisting

Condition

ExistingWater

HeatingSystem

DHW Sys 1 Domestic HotWater (DHW)

StandardDistributionSystem

DHW Heater 1 (1) 0 None n/a New NA

DHW Sys 3 Domestic HotWater (DHW)

StandardDistributionSystem

DHW Heater 3 (1) 0 None n/a New NA

WATER HEATERS

01 02 03 04  05 06 07 08 09 10 11 12 13 14

NameHeatingElement

TypeTank Type #

Units

TankVol.(gal)

EnergyFactor orEfficiency

Input Ratingor Pilot

TankInsulation

R-value(Int/Ext)

StandbyLoss or

RecoveryEff.

1st Hr.Rating orFlow Rate

NEEA Heat PumpBrand or Model /

Other

Tank Locationor AmbientCondition

StatusVerifiedExisting

Condition

DHWHeater 1 Electricity Consumer

Storage 1 30 0.92-UEF n/a 0 99 8\ n/a Outside New

DHWHeater 3 Electricity Consumer

Storage 1 50 0.92-UEF n/a 0 99 8\ n/a Outside New

WATER HEATING - HERS VERIFICATION

01 02 03 04 05 06 07 08

Name Pipe Insulation Parallel Piping Compact Distribution Compact DistributionType Recirculation Control Central DHW

DistributionShower Drain Water

Heat Recovery

DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required Not Required

DHW Sys 3 - 1/1 Not Required Not Required Not Required None Not Required Not Required Not Required

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 9 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

SPACE CONDITIONING SYSTEMS

01 02 03 04 05 06 07 08 09 10 11 12

Name System Type Heating UnitName

Cooling UnitName Fan Name Distribution

Name

RequiredThermostat

Type

HeatingEquipment

Count

CoolingEquipment

CountStatus

VerifiedExisting

Condition

ExistingHVAC

System

Res HVAC1Heat pumpheatingcooling

Heat PumpSystem 1

Heat PumpSystem 1 HVAC Fan 1

AirDistributionSystem 1

Setback 1 1 New No n/a

Res HVAC2Heat pumpheatingcooling

Heat PumpSystem 2

Heat PumpSystem 2 HVAC Fan 2

AirDistributionSystem 2

Setback 1 1 Altered No n/a

HVAC - HEAT PUMPS

01 02 03 04  05 06 07 08 09 10 11

Name System Type Number of UnitsHeating Cooling Zonally

ControlledCompressor

Type HERS VerificationHSPF/COP Cap 47 Cap 17 SEER EER

Heat Pump System 1 Central split HP 1 9.5 48000 38400 19.5 12.2 Not Zonal SingleSpeed

Heat Pump System1-hers-htpump

Heat Pump System 2 Central split HP 1 9.5 48000 38400 19.5 12.2 Not Zonal SingleSpeed

Heat Pump System2-hers-htpump

HVAC HEAT PUMPS - HERS VERIFICATION

01 02 03 04 05 06 07 08 09

Name Verified Airflow Airflow Target Verified EER Verified SEER Verified RefrigerantCharge Verified HSPF Verified Heating

Cap 47Verified Heating

Cap 17

Heat Pump System1-hers-htpump Required 350 Required Required No Yes Yes Yes

Heat Pump System2-hers-htpump Required 350 Required Required No Yes Yes Yes

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

Exhibit 1 – Site Plans and Elevations

Page 16: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

T.28/28

/20

Plo

tte

d O

n:

Title 24Documents

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 10 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

HVAC - DISTRIBUTION SYSTEMS

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16

Duct Ins. R-value Duct Location Surface Area

Name Type DesignType Supply Return Supply Return Supply Return Bypass

DuctDuct

LeakageHERS

Verification StatusVerifiedExisting

Condition

ExistingDistribution

system

New Ducts40 ft

AirDistributionSystem 1

Conditionedspace-entirely

Non-Verified R-6 R-6

ConditionedZone

ConditionedZone

n/a n/aNo

BypassDuct

SealedandTested

AirDistributi

onSystem1-hers-dist

New n/a n/a n/a

AirDistributionSystem 2

Conditionedspace-entirely

Non-Verified R-6 R-6

ConditionedZone

ConditionedZone

n/a n/aNo

BypassDuct

SealedandTested

AirDistributi

onSystem2-hers-dist

New n/a n/a n/a

HVAC DISTRIBUTION - HERS VERIFICATION

01 02 03 04 05 06 07 08 09

Name Duct LeakageVerification

Duct leakagetarget (%)

Verified DuctLocation

Verified DuctDesign Buried Ducts Deeply Buried

DuctsLow-leakage Air

Handler

Low LeakageDucts Entirely in

ConditionedSpace

Air DistributionSystem 1-hers-dist Yes 5 Required Not Required Not Required Credit not taken Not Required No

Air DistributionSystem 2-hers-dist Yes 5 Required Not Required Not Required Credit not taken Not Required No

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 11 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

HVAC - FAN SYSTEMS

01 02 03 04

Name Type Fan Power (Watts/CFM) Name

HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan

HVAC Fan 2 HVAC Fan 0.58 HVAC Fan 2-hers-fan

HVAC FAN SYSTEMS - HERS VERIFICATION

01 02 03

Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM)

HVAC Fan 1-hers-fan Required 0.58

HVAC Fan 2-hers-fan Required 0.58

HERS RATER VERIFICATION OF EXISTING CONDITIONS

OPAQUE SURFACES - VERIFIED AND ALTERED

01 02 03 04 05

Name Zone Existing Construction Surface Type Total Cavity R-value

Nw (E) 2nd Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Ne (E) 2nd Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Se (E) 2nd Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Sw (E) 2nd Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Nw 2 (E) 1st Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Ne 2 (E) 1st Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Se 2 (E) 1st Floor Zone Default Wall Prior to 197 Wood Framed Wall No insulation

Sw 2 (E) 1st Floor Zone R-13 Wall Wood Framed Wall R-13

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 12 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION/ GLAZING - VERIFIED AND ALTERED

01 02 03 04 05 06 07 08 09 10

Name Side of Building Width (ft) Width (ft) Multiplier Area (ft2) U-factor SHGC NameSurface

(Orientation-Azimuth)

Window Nw 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 315

Window 2 Nw 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 315

Window 3 Nw 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 315

Window 4 Nw 2 5.08 1 10.16 1.04 0.76 Standard bugscreens 315

Window 5 Nw 2 5.08 1 10.16 1.04 0.76 Standard bugscreens 315

Window 6 Nw 2 5.08 1 10.16 1.04 0.76 Standard bugscreens 315

Window 7 Nw 2 5.08 1 10.16 1.04 0.76 Standard bugscreens 315

Window 8 Ne 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 45

Window 9 Ne 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 45

Window 10 Ne 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 45

Sidelites Se 2.16 4 1 8.64 1.04 0.76 Standard bugscreens 180

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 13 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION/ GLAZING - VERIFIED AND ALTERED

01 02 03 04 05 06 07 08 09 10

Name Side of Building Width (ft) Width (ft) Multiplier Area (ft2) U-factor SHGC NameSurface

(Orientation-Azimuth)

Sidelites 2 Se 2.16 4 1 8.64 1.04 0.76 Standard bugscreens 180

Window 11 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 12 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 13 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 14 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 15 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 16 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 17 Se 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 180

Window 18 Sw 3 5.08 1 15.24 1.04 0.76 Standard bugscreens 225

Window in Door Sw 3 5 1 15 1.04 0.76 Standard bugscreens 225

Window in Door 2 Sw 3 5 1 15 1.04 0.76 Standard bugscreens 225

Window 19 Nw 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 315

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 14 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION/ GLAZING - VERIFIED AND ALTERED

01 02 03 04 05 06 07 08 09 10

Name Side of Building Width (ft) Width (ft) Multiplier Area (ft2) U-factor SHGC NameSurface

(Orientation-Azimuth)

Window 20 Nw 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 315

Window 21 Nw 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 315

Window 22 Nw 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 315

Window 23 Nw 2 2 4 1 8 1.04 0.76 Standard bugscreens 315

Window 24 Nw 2 3 4 1 12 1.04 0.76 Standard bugscreens 315

Window 25 Nw 2 3 4 1 12 1.04 0.76 Standard bugscreens 315

Window 26 Nw 2 3 4 1 12 1.04 0.76 Standard bugscreens 315

Window in Door 3 Nw 2 2.67 3.28 0 8.7576 1.04 0.76 Standard bugscreens 315

Window 27 Ne 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 45

Window 28 Ne 2 2.5 4.41 0 11.025 1.04 0.76 Standard bugscreens 45

Window 29 Ne 2 2.5 4.41 0 11.025 1.04 0.76 Standard bugscreens 45

Window in Door 4 Ne 2 3 4 1 12 1.04 0.76 Standard bugscreens 45

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 15 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION/ GLAZING - VERIFIED AND ALTERED

01 02 03 04 05 06 07 08 09 10

Name Side of Building Width (ft) Width (ft) Multiplier Area (ft2) U-factor SHGC NameSurface

(Orientation-Azimuth)

Transom Ne 2 2.83 2.67 1 7.5561 1.04 0.76 Standard bugscreens 45

Window in Door 5 Ne 2 3 4 1 12 1.04 0.76 Standard bugscreens 45

Window 30 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Window 31 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Window 32 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Window 33 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Window 34 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Window 35 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Window 36 Se 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 180

Sidelites 3 Se 2 0.75 6 1 4.5 1.04 0.76 Standard bugscreens 180

Sidelites 4 Se 2 0.75 6 1 4.5 1.04 0.76 Standard bugscreens 180

Window 37 Sw 2 3 5.75 1 17.25 1.04 0.76 Standard bugscreens 225

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 16 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

FENESTRATION/ GLAZING - VERIFIED AND ALTERED

01 02 03 04 05 06 07 08 09 10

Name Side of Building Width (ft) Width (ft) Multiplier Area (ft2) U-factor SHGC NameSurface

(Orientation-Azimuth)

Window in Door 6 Sw 2 4 4.75 1 19 1.04 0.76 Standard bugscreens 225

Window in Door 7 Sw 2 4 4.75 1 19 1.04 0.76 Standard bugscreens 225

OPAQUE DOORS - VERIFIED AND ALTERED

01 02 03 04

Name Side of Building Area (ft2) U-factor

Door Se 25.33 0.5

Door 2 Sw 26.7 0.5

Door 3 Sw 26.7 0.5

Door 4 Nw 2 18.69 0.5

Door 5 Ne 2 19.81 0.5

Door 6 Ne 2 19.81 0.5

Door 7 Se 2 28 0.5

Door 8 Sw 2 32 0.5

Door 9 Sw 2 32 0.5

OVERHANGS AND FINS - VERIFIED AND ALTERED

01 02 03 04

Window Depth Dist Up Left Extent

Window 0 0 0

Window 2 0 0 0

Window 3 0 0 0

Window 4 0 0 0

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 17 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

OVERHANGS AND FINS - VERIFIED AND ALTERED

01 02 03 04

Window Depth Dist Up Left Extent

Window 5 0 0 0

Window 6 0 0 0

Window 7 0 0 0

Window 8 0 0 0

Window 9 0 0 0

Window 10 0 0 0

Sidelites 0 0 0

Sidelites 2 0 0 0

Window 11 0 0 0

Window 12 0 0 0

Window 13 0 0 0

Window 14 0 0 0

Window 15 0 0 0

Window 16 0 0 0

Window 17 0 0 0

Window 18 0 0 0

Window in Door 0 0 0

Window in Door 2 0 0 0

Window 19 0 0 0

Window 20 0 0 0

Window 21 0 0 0

Window 22 0 0 0

Window 23 0 0 0

Window 24 0 0 0

Window 25 0 0 0

Window 26 0 0 0

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 18 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

OVERHANGS AND FINS - VERIFIED AND ALTERED

01 02 03 04

Window Depth Dist Up Left Extent

Window in Door 3 0 0 0

Window 27 0 0 0

Window 28 0 0 0

Window 29 0 0 0

Window in Door 4 0 0 0

Transom 0 0 0

Window in Door 5 0 0 0

Window 30 0 0 0

Window 31 0 0 0

Window 32 0 0 0

Window 33 0 0 0

Window 34 0 0 0

Window 35 0 0 0

Window 36 0 0 0

Sidelites 3 0 0 0

Sidelites 4 0 0 0

Window 37 0 0 0

Window in Door 6 0 0 0

Window in Door 7 0 0 0

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

CERTIFICATE OF COMPLIANCE CF1R-PRF-01E

Project Name: Nye Ranch Calculation Date/Time: 2020-03-13T09:35:37-07:00 (Page 19 of 19)

Calculation Description: Title 24 Analysis Input File Name: T24S4-2001.ribd19x

Registration Number: Registration Date/Time:     HERS Provider:

CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.1.100Schema Version: rev 20190401

Report Generated: 2020-03-13   09:38:03

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT

1. I certify that this Certificate of Compliance documentation is accurate and complete.Documentation Author Name: Documentation Author Signature:

Company: Signature Date:

Address: CEA/ HERS Certification Identification (If applicable):

City/State/Zip: Phone:

RESPONSIBLE PERSON'S DECLARATION STATEMENTI certify the following under penalty of perjury, under the laws of the State of California:

1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,

calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.Responsible Designer Name: Responsible Designer Signature:

Company: Date Signed:

Address: License:

City/State/Zip: Phone:

 

Easy to Verifyat CalCERTS.com

Edwin Markham

MEC

1616 Anacapa St.

Santa Barbara, CA 93101

2020-03-17 14:11:12

805-957-4632 206

Joe Steuer

Studio 4 Design Group

78 chaparral Road

Oak View, CA 93022

2020-03-17 14:14:50

-

805-886-7288

Edwin Markham

Joe Steuer

Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration

Provider responsibility for the accuracy of the information.

220-P010051610A-000-000-0000000-0000 2020-03-17 14:14:50 CalCERTS inc.

Exhibit 1 – Site Plans and Elevations

Page 17: S Nye Ranch D U T 4 I O€¦ · 8442 santa ana road ventura, ca, nye ranch 93001 august 28, 2020 s t u d i o 4 studio 4 design group 78 chaparral rd ojai, ca 93022 805.886.7288 abbreviations

SP-18/28

/20

Plo

tte

d O

n:

Specs/CutSheets

Re

side

ntia

l Re

mo

de

l/R

ep

air/

Re

ha

b F

or:

Revision:

Dates Issued:

08.28.20 Cultural Heritage Board Submittal

Drawing Date:

Project No:

8442

Sa

nta

An

a R

oa

dV

en

tura

, CA

, 930

01

Nye

Ra

nc

h

August 28, 2020

STUDIO

4

S T UD I O 4DE S I G N G R OU P

7 8 C h a p a r r a l R dO j a i , C A 9 3 0 2 28 0 5 . 8 8 6 . 7 2 8 8

5523960-YTG-A-0618

FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE

TECHNICAL GUIDEAFFINITYTM SERIESSPLIT SYSTEM HEAT PUMPS20 SEER – R-410A – 1 PHASE2 THRU 5 NOMINAL TONSMODELS: YZV24 THRU 60

Due to continuous product improvement, specifications aresubject to change without notice.Visit us on the web at www.upgnet.com and www.york.comAdditional rating information can be found at www.ahridirectory.org

WARRANTY SUMMARY*Extended 10-Years limited parts warranty.Extended Lifetime limited compressor warranty.Extended parts and compressor warranties require onlineregistration within 90 days of purchase for replacement orclosing for new home construction.*Does not apply to R-22 models, 3-Phase models, or Internet sales.See Limited Warranty certificate in User's Information Manual for details.

FOR INSTALLATION IN ALL US REGIONS AND CANADA

Installation Allowed

®

DESCRIPTIONThe Affinity™ Series YZV variable capacity heat pumps are theoutdoor section of a high efficiency communicating heating andcooling system. They are designed as part of a matched systemusing an AVV air handler or variable speed communicating fur-nace with a CM coil. Both the matched CM coil and AVV airhandler have factory mounted EEVs. The CM coils with factorymounted EEVs can also be matched with the variable speedMVC modular air handlers.*All models in this family are ENERGY STAR® listed as part ofa matched system.

FEATURES• Superior Coil Protection – An easily removable two-piece

steel extruded louver coil guard protects the tube-in-fin coilfrom debris and physical damage while making access forcoil cleaning quick and simple.

• Environmentally Friendly Refrigerant – The next genera-tion refrigerant R-410A delivers environmentally friendly per-formance with zero ozone depletion.

• Durable Finish – A high quality powder paint finish rated at1000 hrs. salt spray provides the ultimate protection from cor-rosion and harmful UV rays, ensuring a long-lasting, highquality appearance.

• Charge Assurance™ – A built-in touch screen instantly dis-plays the system conditions, including the system pressuresand refrigerant charge without the need to attach additionalgauges or sensors.

• QuietDrive™ System – Features a combination of engi-neered, sound-neutralizing attributes such as a swept-wingfan blade, composite base pan, multi-density compressorcloak and variable capacity operation to reduce sound levelsto that of a mere conversation.

• ECM Fan Motor – Dynamically adjusts speed in sync withthe compressor demand to keep heat exchange in balancewhile minimizing power consumption and sound.

• Swept Wing Fan – A design adapted from aerospace engi-neering provides whisper-quiet operation by allowing air toflow smoothly and efficiently across the fan surface andedges.

• Composite Base Pan – The strong and durable compositebase pan is corrosion resistant while adding strength, absorb-ing sound, and reducing vibration.

• High-Efficiency Outdoor Coil – An aluminum fin and coppertube outdoor coil provide easy cleaning, low restriction to air-flow and efficient heat exchange.

• Factory Installed Filter-Drier – A corrosion resistant, pow-der painted, stainless steel, solid core, bi-directional liquidline filter-drier removes debris and moisture which can beharmful to the system.

• Climate Set™ – provides pre-configured operating profilesthe installing contractor can select during set-up to fine tunethe system's operation for either Humid, Dry, or Normal cli-mates. Additional fine-tune adjustments are always availableto provide a custom comfort solution.

• Easy Service Access – A large electrical box cover, inde-pendent Charge Assurance access, and a swing open electri-cal box provide superior full corner access to the inside of theunit for maintenance or service.

• Dual Fuel Ready – Using the Affinity Hx™ thermostat, theYZV will work seamlessly with an 80 or 90% communicatinggas furnace to provide the ultimate year round dual fuel com-fort solution.

5523960-YTG-A-0618

Johnson Controls Unitary Products 3

** 7/8” lineset required if line is over 25’ or if there is any vertical rise.‡ Adapter fitting must be field installed for a 1-1/8” line set.All dimensions are in inches and are subject to change without notice.Overall height is from bottom of base pan to top of fan guard.Overall length and width include screw heads.

PHYSICAL AND ELECTRICAL DATAMODEL YZV24B21S YZV36B21S YZV48B21S YZV60B21SUnit Supply Voltage 208-230V, 1I� 60Hz

Normal Voltage Range 1

1. Rated in accordance with AHRI Standard 110-2012, utilization range “A”.

187 to 252Minimum Circuit Ampacity 17.7 25.7 28.6 33.9Max. Overcurrent Device Amps 2

2. Dual element fuses or HACR circuit breaker. Maximum allowable overcurrent protection.

30.0 40.0 45.0 50.0

Compressor Type Scroll Scroll Scroll ScrollRated Load 16.0 19.2 21.2 24.4Locked Rotor 35.0 35.0 35.0 50.0

Crankcase Heater Yes Yes Yes YesHS Kit Required with TXV N/A N/A N/A N/AFan Diameter Inches 24 24 26 26

Fan Motor

Rated HP 1/4 1/4 1/3 1/3Rated Load Amps 1.7 1.7 2.6 2.6Nominal RPM 850 1025 975 1050Nominal CFM 3200 3900 4800 5300

CoilFace Area Sq. Ft. 23.82 23.82 31.2 31.2Rows Deep 1 2 2 2Fins / Inch 22 18 18 18

Liquid Line Set OD (Field Installed) 3/8 3/8 3/8 3/8

Vapor Line Set OD (Field Installed)3,4

3. For applications with non-standard vapor line sizes, see the “Applications & Accessories” section of this Technical Guide.4. (**) denotes the 7/8” lineset required if line is over 25’ or if there is any vertical rise.

(‡) denotes the adapter fitting must be field installed for a 1-1/8” line set.

3/4 3/4 7/8 1-1/8**‡

Unit Charge (Lbs. - Oz.) 5

5. The Unit Charge is correct for the outdoor unit, smallest matched indoor unit, and 15 feet of refrigerant tubing. For tubing lengths other than 15 feet, add or subtract the amount of refrigerant, using the difference in actual lineset length (not the equivalent length) multiplied by the per foot value.

8 - 2 12 - 10 16 - 1 16 - 9Charge Per Foot, Oz. 0.62 0.67 0.75 0.75Operating Weight Lbs. 242 259 292 304

&

%$��������

$

DIMENSIONS

UnitModel

Dimensions(Inches)

Refrigerant ConnectionService Valve Size

A B C Liquid VaporYZV24B21S 40-1/4 35-1/2 32

3/83/4

YZV36B21S 40-1/4 35-1/2 32YZV48B21S 46-1/2 38-1/4 34-1/2 7/8YZV60B21S 46-1/2 38-1/4 34-1/2 7/8**‡

5523960-YTG-A-0618

6 Johnson Controls Unitary Products

SYSTEM CAPACITY - Single Piece and Modular Air Handlers

UNIT MODEL

AIR HANDLERCOIL

MODEL1 Stage RATEDCFM

COOLING 2 HEATING 3

MODEL WIDTHNET MBH

SEER EERNET MBH

HSPF IV HSPF VCOP

TOTAL SENS. 47°F OD 17°F OD 47°F OD 17°F OD

YZV24B21S AVV25BE121 17.5 –High 775 24.0 16.4 21.00 14.25 34.4 22.4 10.50 8.65 2.82 2.16Med 650 14.3 11.7 – 19.20 – – – – – –Low 425 9.9 7.5 – 41.40 9.6 – – – 4.26 –

YZV24B21S MVC12BN21 17.5 CM25BE1A1High 775 24.0 18.0 20.75 14.00 32.6 22.4 10.50 8.15 2.76 2.16Med 675 14.0 12.1 – 18.70 – – – – – –Low 425 9.9 9.3 – 43.15 9.5 – – – 4.32 –

YZV36B21S AVV37BE221 17.5 –High 1175 33.6 27.0 19.75 13.00 47.5 31.0 9.50 7.40 3.02 1.68Med 725 19.8 16.9 – 18.85 – – – – – –Low 650 11.3 10.6 – 34.70 12.9 – – – 4.60 –

YZV36B21S AVV38CE221 21.0 –High 1200 33.6 25.6 20.00 13.30 50.0 33.4 10.90 9.20 2.96 2.26Med 750 19.7 15.3 – 18.75 – – – – – –Low 525 11.3 9.1 – 33.50 12.7 – – – 4.46 –

YZV36B21S MVC12BN21 17.5 CM37BE2A1High 1150 33.6 26.8 20.25 13.25 47.5 30.8 9.50 7.40 2.94 1.70Med 750 19.8 17.3 – 18.95 – – – – – –Low 675 11.4 10.7 – 36.05 12.9 – – – 4.72 –

YZV36B21S MVC16CN21 21.0 CM38CE2A1High 1250 33.6 27.0 20.00 13.25 47.5 33.4 10.50 8.75 3.10 2.26Med 775 19.9 17.7 – 18.90 – – – – – –Low 575 11.4 10.7 – 34.65 12.8 – – – 4.70 –

YZV48B21S AVV50CE321 21.0 –High 1550 45.0 33.6 20.50 12.50 58.0 43.5 10.20 7.50 3.04 2.42Med 875 28.4 22.0 – 19.15 – – – – – –Low 700 20.0 16.6 – 39.10 14.7 – – – 4.18 –

YZV48B21S AVV50DE321 24.5 –High 1575 45.0 33.2 20.50 12.60 60.0 44.0 10.40 9.00 3.08 2.42Med 825 28.2 19.6 – 19.25 – – – – – –Low 650 19.7 14.0 – 38.55 14.7 – – – 4.10 –

YZV48B21S MVC16CN21 21.0 CM50CE3A1High 1675 45.0 34.6 20.75 12.75 58.0 43.5 10.40 8.20 3.10 2.48Med 900 28.6 22.6 – 19.40 – – – – – –Low 750 20.0 17.2 – 38.40 14.6 – – – 4.28 –

YZV48B21S MVC20DN21 24.5 CM50DE3A1High 1650 45.0 34.4 21.00 13.50 58.0 42.5 10.50 8.05 3.20 2.56Med 975 29.0 23.8 – 20.00 – – – – – –Low 750 20.2 17.2 – 40.45 14.5 – – – 4.46 –

YZV60B21S AVV61CE421 21.0 –High 1750 53.0 39.5 19.50 12.20 68.0 46.0 10.75 8.95 3.08 2.30Med 925 30.6 23.6 – 18.45 – – – – – –Low 775 20.0 17.5 – 35.65 17.9 – – – 4.54 –

TECHNICAL GUIDESINGLE PIECE VARIABLE SPEED ECM COMMUNICATING AIR HANDLERS WITH ELECTRONIC EXPANSION VALVEFOR USE WITH SPLIT-SYSTEMCOOLING & HEAT PUMPS

MODELS: AVV SERIES

Due to continuous product improvement, specifications are subject to change without notice.Visit us on the web at:

www.upgnet.com and www.york.comAdditional rating information can be found at:

www.ahridirectory.org

WARRANTY SUMMARYStandard 5-year limited parts warranty.Extended 10-year limited parts warranty when product isregistered online within 90 days of purchase for replacementor closing for new home construction.

®®

FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE

5322576-YTG-G-1118

DESCRIPTIONThe AVV Air Handler model line offers the ultimate in comfort,low sound and application flexibility. This unit can be used inupflow, downflow, horizontal right and horizontal leftapplications with no additional parts or kits.All AVV air handlers employ a high efficiency ECM variablespeed, constant CFM blower motor and a factory mounted EEVvalve. The AVV product line is specifically designed to matchwith the YZV and YXV high-efficiency variable capacity outdoorunits. The AVV is designed to work as part of a 4-wirecommunicating system which employs the Hx™ Wi-FiThermostat for control.

FEATURESRigid Case Construction - an interior endoskeleton providesstructural support eliminating screw heads protruding from theside of the cabinet that could damage property when beinginstalled.Cabinet - Constructed of heavy gauge galvanized steel with aprimer and finish coat providing a high quality corrosionresistant finish.MaxAlloy™ Coil - Long life aluminum coils built to deliverlasting performance, efficiency and reliability.Foil faced insulation - The entire cabinet is insulated with asingle piece of cleanable foil faced insulation retained by theendoskeleton. The cabinet design is such that all edges of theinsulation are contained.Electronic Expansion Valve (EEV) - Factory installed andsized to match with specific YZV and YXV high-efficiencyvariable capacity outdoor units.Compact Cabinet - With the coil and access doors removedthe cabinet has a 20.5” casing depth in all models, whichprovide ease of attic access and space constrainedapplications.Thermoset Drain Pan - Corrosion and UV resistant with apositive slope for proper drainage. Low water retention designmaximizes indoor air quality and consumer comfort.Low Leakage Cabinet Design - Fully gasketed doorsminimizes air leakage to no more than 2% when measured at1.0” esp. minimizing conditioned air leakage and infiltration.Integrated Filter Rack - All models have an internal filter rackfor use with 1” thick standard size filters.Electric Heat Kits - 208/230V single phase field installedelectric heat kits are available from 5 through 25 kW. Make sureto check the technical guide for proper application. Electric heatkits are common between the different air handler familiesincluding the modular designs.ECM Variable Speed Motors - All models use variable speedECM motors for efficient, quiet operation. The blower can beindependently controlled to optimize the system for specificcomfort requirements.Duct Flange - Duct flanges are supplied to be field installedwhen required.

Exhibit 1 – Site Plans and Elevations