Reynolds Addition Set of Plans

GREEN BUILDING STANDARDS -compliant plumbing

INDOOR WATER USE 2. All new plumbing fistures and fittings shall be water conserving and shall comply with the 2019 CGBSC SEC.4.303.1.

2.1. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. [4.303.1.1.]

2.2. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. [4.303.1.3] 2.3. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. the minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. [4.303.1.4.1] 2.4. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. [4.303.1.4.4] 3. Plumbing fixture certification must be completed and signed by either a licensed General Contractor or a Plumbing Subcontractor or the building owner certifying the flow rate of the fixtures installed.

4. A plumbing fixture certification must be completed and signed by either a licensed General Contractor or a Plumbing Subcontractor or the building owner certifying the flow rate of the fixtures installed.

REYNOLDS ADDITION

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca

2185 INGRID AVE., SAN DIEGO, CA 92154

The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

ENHANCED DURABILITY AND REDUCED MAINTENANCE 5. Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar methods accepatable to the enforcing agency. [4.406.1] CONSTRUCTION WASTE REDUCTION, DISPOSAL, AND RECYCLING 6. A minimum of 65 percent of the non -hazardous construction waste generated at the site shall be diverted to recycle or salvage. [4.408.1] BUILDING MAINTENANCE AND OPERATION 7. Prior to final inspection, a compete operation and maintenance manual shall be provide a written verification to the build ing department official, that all applicable provisions of the green building standards have been impleented as a part of the construction. [4.410.1] 8. Automatic irrigation system controller for landscaping provided by the buildier and installed ar final inspection shall co mply with the following: 8.1 Controllers shall be weather or soil moisture -based that automatically adjust irrigation in response to plants needs a weather conditions change.

8.2 Weather -based controllers wothout integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor.

Juan Cruz Print Name:____________________, Signature

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01/16/2021

"If the City Building Inspector determines non -compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing non complying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

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MATERIAL VOC LIMITS

Vicinity Map

Sheet List Sheet Number

San Diego County Air Pollution Control District adoption as Rule 67.21 - Adhesive Material Applications Operations. All adhesive and sealant products and applications to be set at or below the Volatile Organic Compound (VOC) limits in the table below. This regulation offers some exemptions including a low use exemption when the total annual volume of noncompliance products remains below 55 gallons.

TS N1.0 N2.0 N3.0 C1.0 A1 A1.1 A2 A3 A4 E1.0 M1.0 HIST 1.0

*California Regulations set by the California Air Resource Board (CARB) for Architectural Coatings and Applications.

INDOOR AIR QUALITY AND EXHAUST 2. Each bathroom shall be mechanically ventilated and shall comply with the following: 2.1. Fans shall be energy star compliant and be ducted to terminate outside of the building.

2.2. Unless functioning as a component of a whole house ventilation system sysyem, fans must be controlled by a humidity control which shall be readily accessible.

2.2.1. Humidistat contols shall be capable of adjustment between a relative humidity range of 50 to 80 percent.

[4.506.1]

No.

Description

Date

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SYMBOLS

1 These plans shall comply with the 2019 California Building Code, 2019 California Residential Code, 2019 California Existing Building Code, 2019 California Electrical Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Energy Code, 2019 Green Building Standards DOce and all applicable codes of the City of Chula Vista, CA codes and ordinances.

LEGAL/ZONING LEGAL DESCRIPTION SUBDIVISION NAME:

GENERAL NOTES

ENERGY REQUIREMENTS

TITLE SHEET NOTES/ FORMS & DOCUMENTS AIA RESIDENCIAL MANDATORY MEASURES AIA RESIDENCIAL MANDATORY MEASURES EXISTING & PROPOSED SITE PLAN EXISTING/ PROPOSED FLOOR PLAN ENLARGED PLANS ELEVATIONS ROOF PLAN DOOR & WINDOW SCHEDULE PROPOSED ELECTRICAL LIGHTING & POWER PLAN PROPOSED MECHANICAL PLAN Photo survey, Photos, Building Records

Project Site

CODE COMPLIANCE

1. All dimensions and conditions shall be checked and verified on the job by each sub -contractor before beginning work. Any errors, omissions or discrepancies shall be brought to the attention of the general contractor before the start of constructi on.

2. Subcontractors shall protect the work and all adjcent property from loose and damage resulting from operations.

3. All dimensions shall take precedence over scale shown on plans, sections, adn details. Dimensions are to face of stud or slab unless noted otherwise on drawings.

4. Adjust joists, rafters, stud and furring to allow for exact location of mechanical, electrical, plumbing equipment and fix tures.

5. Alterations or improvements to Single Family Residential Real Property. As of January 1, 2014, Senate Bill 407 requires a building permit applicant to replace all noncompliant plumbing fixtures in properties built and available for use on or befor e January 1, 1994, with water -conserving plumbing fixtures as a condition for approval of a final building permit for building alterations or improvements.

6.The structure will be located entirely on native/ undistrurbed soil.

Sheet Name

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

"I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

INTERIOR MOISTURE CONTROL 1. Building materials with visible signs of water damage shall bot be installed. Wall and floor framing shall not be enclosed when framing members exceed 19 percent moisture conent.

1.1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. [4.505.3]

1. This project requires title 24. Project complies with the 2019 California Energy Code, refer to sheet T24.

Arch / Eng

Designer of Record

FIREPLACES 9. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. [4.503.1] POLLUTANT CONTROL 10. All duct openings and other related air distribution component openings shall be convered during construction. [4.504.1] 11. VOC's must comply with the limitaitons listed in section 4.504.2 and tables 4.504.1, 4.504.2, 4.504.3, and 4.504.5 for: 11.1. Adhesives, sealants and caulks 11.2. Paint and coatings 11.3. Finish flooring materials 11.4. Composition wood products. [4.504.2] 12. A certification completed and signed by either the General Contractor/Subcontractor, or the building owner certifying tha the adhesive, paint, stain, resilient flooring and composite wood products, comply with the requirements of the California Gren Building Code. A sopy of the form can obtained from the development services department. [4.504] 13. At least 80 percent of the floor area receiving resilient flooring shall comply with one or more of the following: 13.1. VOC -Emission limits defined in the collaborative for high performance schools (CHPS) High performance database.

13.2. Products compliant with CHPS criteria certified under the greenguard children and school program.

13.3. Certification under the resilient floor covering institute (RFCI) floorcare program.

13.4. Meet the Caliornia Department of Public Health standard method for the testing and evaluation of volatile organic chemical emiisions from indoor sources using enviromental shambers, "Version 1.1, february 216 (Also known as specification 01350). [4.504.4] 14. Hardwood plywood, particleboard, and medium density fiberboard (MDF) composite wood products used on the interior or exteriorof the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxic Control Measure for composite wood as specified in section 4.504.5 and table 4.504.5 of CalGreen. [4.504.5]

Seal

REYNOLDS ADDITION

ADDITIONS AND ALTERATIONS 1. Residential buildings undergoing permitted alterations, additions or improvements shall replace non fixtures with water -conserving plumbing fixtures. [301.1.1]

PROJECT TEAM OWNER Areanne A. Reynolds 2185 Ingrid Ave, San Diego, CA 92154 STRUCTURAL Zabih Fozi Sason Hezkiya Structural Engineering & Design Company 3650 Fortuna Ranch Road Encinitas, CA 92024 Office: 858 756 8144 Fax: 858 756 8145 fozi@att.et

ARCHITECTURAL Juan Cruz Sebastian Gonzalez Gonzalez Planning & Design Build 773 Date Ave Chula Vista, CA 91910 619 253 4972 jcruz_gp -db@outlook.com www.gonzalezplanningde.wixsite.com/cvca ENERGY CONSERVATION (T24) Igo Pichko, CEA Energy Consult, LLC 1252 W. 22nd St #2 San Pedro, CA 90731 title24ez@gmail.com www.title24ez.com

: TR 3891 LOT 194 PACIFIC VALLEY ESTS UNIT #2

APN : 634 -140 -09-00 ADDRESS : 2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154 LOT ACRAGE : 0.14 acres LOT SQ FT : 6,000 S.F. YEAR BUILT : 1951 ZONING : RS -1-7 OCCUPANCY : TBD TYPE CONSTRUCTION : TBD MAX HEIGHT :24/30 .

MAX F.A.R. 36.9% (2,172 S.F.) F.A.R. Proposed: Gross Floor Area = TBD S.F./(TBD S.F.) = TBD Max Lot Coverage: TBD Proposed Lot Coverage: (2,480 S.F./7,264 S.F.)X100 = 36.2% Fire Sprinklers: None Existing Subtotal Square Feet: 1,424 S.F. (E)Garage/(E)Storage: 431 S.F. Total Proposed Square Feet <Gross Floor Area>: 2,171 S.F.

SCOPE OF WORK Detail Callout Scope includes the following: - SINGLE STORY ADDITION TO EXISTING RESIDENCE INCLUDING NEW BEDROOM AND RESTROOM

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1 A101

Section

1

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A101

TITLE SHEET

North Arrow Keynote Elevation Tag

0 Name Elevation

Door Tag

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Window Tag

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Drawn by Checked by

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Centerline Room Tag

Room name 150 SF

0000 01-14-21 JC SG

Project number Date

Scale

3/8" = 1'-0" 3/5/21 10:41:22 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ACCESSIBLE ACOUSTIC CEILING TILE ACOUSTICAL ACOUSTICAL PANEL CEILING ADJACENT AGGREGATE AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT AND ANODIZED APPROXIMATE ARCHITECTURAL AREA DRAIN ASPHALT AT ATTENTION AUDIOVISUAL AUTOMATIC BASEMENT BEAM BEARING BITUMINOUS BLOCK BLOCKING BOARD BOTTOM BOTTOM OF BRACKET BRICK BUILDING CABINET CARPET CAST IRON CAST-lN-PLACE CATCH BASIN CATEGORY CEILING CEMENT CEMENT BOARD CEMENTITIOUS BACKER UNIT CENTER CENTER TO CENTER CENTERLINE CERAMIC CERAMIC TILE CHANNEL CHILLER CLEANOUT CLEAR CLOSED CIRCUIT TELEVISION COLD WATER COLUMN CONCRETE CONCRETE MASONRY UNIT CONDITION CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CONTROL JOINT COORDINATE CORNER GUARD CORRIDOR COUNTER COUNTERSUNK DAMP PROOFING DEEP, DEPTH DEGREE DEMOLISH OR DEMOLITION DEMOLITION DEPARTMENT DETAIL DIAMETER DIFFUSER DIMENSION DIMENSIONS DISHWASHER DISPENSER DIVISION DOOR DOOR OPENING DOUBLE DOWN DOWNSPOUT DRAIN DRAWER DRAWING DRINKING FOUNTAIN EACH EAST ELECTRICAL ELECTRICAL PANEL ELEVATION ELEVATOR EMERGENCY ENCLOSURE ENGINEER EQUAL EQUIPMENT ETHYLENE PROPYLENE DIENE M-CLASS EXHAUST EXISTING EXPANSION EXPANSION BOLT EXPANSION JOINT EXTERIOR FABRIC WALL COVERING FABRIC WRAPPED PANEL FACE BRICK FACE OF FEET/FOOT FIBER REINFORCED CONCRETE FINISH FINISH FLOOR ELEVATION FIRE ALARM FIRE DEPARTMENT CONNECTION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIRE PROTECTION FIRE RESISTANT FIRE RETARDANT TREATED FIREPROOFING FIXTURE FLASHING FLAT HEAD FLOOR FLOOR DRAIN FLOOR DRAIN OR FIRE DEPARTMENT FLUORESCENT FLUSH FLOOR BOX FOOTING FOUNDATION FURNITURE FURNITURE, FIXTURES AND EQUIPMENT FURRING GALVANIZED GALVANIZED SHEET METAL GAS VALVE GAUGE GENERAL GENERAL CONTRACT(OR) GLASS GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLAZING GRAB BAR GRANULAR GROUND GYPSUM GYPSUM WALL BOARD HANDICAPPED HANDRAIL HARDWARE HARDWOOD HEATING HEATING VENTILATION & AIR CONDITIONING

HGT H HO HM HORIZ HB HB HRC HW HR I INCAND IN INCL INFO ID INSUL INSUL INT INTERM INV J JAN JC JT JST K KIT KO L LAM LAV LT LLH LLV LB M MH MFR MAS MO MAX MECH MED MEMBR MTL MIN MISC MR MTD MTG MULL N NC NOM N NA NIC NTS NO O OFF OC OPNG OPP OA OD OD ORD OH OFCI OFOI P P PNT PTD PR PNL PBD PTN PAV PERF PERIM PERP PLAS PLAM PI. PLBG PLYWD PT POL PVC PLF PSF PDF PC PREFAB PT PROJ Q QTY QT R RAD R RWL RTD RTG RECPT REC REF RCP REFR REG REINF REINF REL REM REQ REQD RESIL RB RA REV RD RM RO RBR S SCHED SECT SAF SSK SHT SM SHR SIM SC STC S SPKR SPEC SPEC SH SPK SQ SF SS SP STA STL STOR SD STRG STRUCT STRUCT SUBCAT SA SM SUSP SYM SYS T TKBD TELE TEL TV TEMP TMPD

HEIGHT HIGH/HEIGHT HOLD OPEN HOLLOW METAL HORIZONTAL HOSE BIB HOSE BIBB HOSE REEL CABINET HOT WATER HOUR

TEMP THK THRU TLT T&G T&B TO TOB TOC TOS TB T TS TYP U UNFIN UNO UON URNL V VR VAR VAC VIF VERT VEST VCT VT VWC VP W WSCT WC WV WPM WP WS WT WWF WWM W WIN WM W/ W/O WD

INCANDESCENT INCH/INCHES INCLUDED/INCLUDING INFORMATION INSIDE DIAMETER INSULATED OR INSULATION INSULATION INTERIOR INTERMEDIATE INVERT JANITOR JANITOR'S CLOSET JOINT JOIST KITCHEN KNOCK OUT LAMINATE LAVATORY LIGHT LONG LEG HORIZONTAL LONG LEG VERTICAL POUNDS MANHOLE MANUFACTURER MASONRY MASONRY OPENING MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOUNTED MOUNTING MULLION NOISE CRITERIA NOMINAL NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE NUMBER OFFICE ON CENTER OPENING OPPOSITE OUTSIDE AIR OUTSIDE DIAMETER OVERFLOW DRAIN OVERFLOW ROOF DRAIN OVERHEAD OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED PAINT PAINT OR PAINTED PAINTED PAIR PANEL PARTICLE BOARD PARTITION PAVING PERFORATED PERIMETER PERPENDICULAR PLASTER PLASTIC LAMINATE PLATE PLUMBING PLYWOOD POINT POLISHED POLYVINYL CHLORIDE POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POWER DRIVEN FASTENER PRECAST PREFABRICATED PRESSURE TREATED PROJECT QUANTITY QUARRY TILE RADIUS RADIUS/RISER RAIN WATER LEADER RATED RATING RECEPTACLE RECESSED REFERENCE REFLECTED CEILING PLAN REFRIGERATOR REGISTER REINFORCED REINFORCED REINFORCING RELOCATE REMOVABLE REQUIRE/REQUIRED REQUIRED RESILIENT RESILIENT BASE RETURN AIR REVISION/REVISED ROOF DRAIN ROOM ROUGH OPENING RUBBER SCHEDULE SECTION SELF ADHERED FLASHING SERVICE SINK SHEET SHEET METAL SHOWER SIMILAR SOLID CORE SOUND TRANSMISSION COEFFICIENT SOUTH SPEAKER SPECIFICATION SPECIFIED OR SPECIFICATION SPRINKLER HEAD SPRINKLER OR SPEAKER SQUARE SQUARE FEET/FOOT STAINLESS STEEL STANDPIPE STATION STEEL STORAGE STORM DRAIN STRINGER STRUCTURAL STRUCTURE OR STRUCTURAL SUBCATEGORY SUPPLY AIR SURFACE MOUNTED SUSPENDED SYMMETRICAL SYSTEM TACK BOARD TELEPHONE TELEPHONE/TELECOM TELEVISION TEMPERATURE TEMPERED

TEMPORARY THICKNESS THROUGH TOILET TONGUE AND GROOVE TOP AND BOTTOM TOP OF TOP OF BEAM TOP OF CONCRETE TOP OF STEEL TOWEL BAR TREAD TUBE STEEL TYPICAL UNFINISHED UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED URINAL VAPOR RETARDER VARIES VENTILATION AND AIR CONDITIONING VERIFY IN FIELD VERTICAL VESTIBULE VINYL COMPOSITION TILE VINYL TILE VINYL WALL COVERING VISION PANEL WAINSCOT WATER CLOSET WATER VALVE WATERPROOF MEMBRANE WATERPROOF/WATERPROOFING WEATHER-STRIPPING WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH WIDE/WEST WINDOW WIRE MESH WITH WITHOUT WOOD

CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAW N LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOW N ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAI NLESS STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DI PPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1).

PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYW OOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ALL ROOF SHEATHING AND SUB- FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHI NG SHALL EI THER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1).

GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WI TH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTI TUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFI CATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW:

DEPTH ALL ALL

COMBINATION SYMBOL 24F - V4 24F - V8

SPECIES DF/DF DF/DF

USE (SIMPLE SPAN) (CONT. OR CANTILEVER)

PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, OR AN ENGINEER APPROVED EQUAL. PROVI DE BRIDGING IN CONFORMANCE WI TH THE MANUFACTURERS RECOMMENDATI ONS. J OISTS AND BRI DGING SHALL BE CAPABLE OF RESISTING THE W IND UPLIFT NOTED ON THE DRAW INGS. THE JOI ST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITI NG TO THE ARCHI TECT/ ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STI FFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED.

GENERAL NOTES: THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFI CALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. WRITTEN DIMENSI ONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFI CATION IF SITE CONDI TIONS ARE ENCOUNTERED THAT ARE DI FFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENI NGS).

PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.

BUILDING PERFORMANCE: HEAT LOSS CALCULATIONS SHALL COMPLY W ITH THE REQUIREMENTS OF REGIONAL AND LOCAL CODES. SEE CALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACE ENCLOSURES, AND GARAGE AREAS NOT INCLUDED IN LI VING AREA. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUI LDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM.

STRUCTURAL ENGINEER:

EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM (MIN) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR SHOWER AND I N LAUNDRY ROOMS.

Arch / Eng

UNDER FLOOR SPACES SHALL HAVE VENTI LATION EQUAL TO ONE SQ. FOOT PER 150 SQ. FEET OF FLOOR SPACE. VENTS SHALL BE CAST I NTO THE CONCRETE STEM WALLS AND COVERED WITH GALVANIZED WI RE SCREEN. VENTS SHALL BE LOCATED TO PROVIDE CROSS VENTILATION.

NAILING NOTES: (PER IRC TABLE R602.3(1)) JOIST TO SILL OR GIRDER BRIDGING TO JOIST SOLE PLATE TO J OIST OR BLK'G STUD TO SOLE PLATE TOP PLATE TO STUD

TOE NAIL (3)-8d TOE NAIL EA. END (2)-8d FACE NAIL 16d @ 16"OC TOE NAIL (4)-8d, END NAIL (2) 16d END NAIL (2)-16d

DOUBLE STUDS DOUBLE TOP PLATES CONTINUOUS HEADER, TWO PIECES BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER TOP PLATES, LAPS AND INTERSECTIONS

16d @ 16" OC ALONG EA. EDGE FACE NAIL (2)-16d

CEILING JOISTS TO PLATE CONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONS CEILING JOISTS TO PARALLEL RAFTERS RAFTER TO PLATE 1" BRACE TO EACH STUD AND PLATE BUILT-UP CORNER STUDS 2" PLANKS

TOE NAIL (3)-8d TOE NAIL (4)-8d FACE NAIL (3)-10d FACE NAIL (3)-10d TOE NAIL (2)-16d FACE NAIL (2)-8d 10d @ 24" OC (2)-16d @ EA.BRG.

1/2" PLYWOOD ROOF AND WALL SHEATHI NG

EDGES 8d @ 6" OC INTERMEDIATE 8d @ 12" OC

3/4" PLYWOOD SUBFLOOR

EDGES 8d @ 6" OC INTERMEDIATE 8d @ 12" OC

FACE NAIL 16d @ 24" OC FACE NAIL 16d @ 16" OC 16d @ 16" OC ALONG EA. EDGE

2x MULTIPLE JOISTS - STAGGER @ 15" OC W/(2) @ EA. END OR SPLICE (3) OR FEWER 16d NAILS (4) OR MORE 1/2" DIA M.B. W/ STANDARD NUT AND WASHERS

' I ' JOISTS SHALL BE MANUFACTURED BY TRUS JOIST OR ENGINEER APPROVED EQUAL.

FRAMING NOTES:

G.

ALL WOOD IN CONTACT WI TH CONCRETE SHALL BE PRESSURE TREATED.

PROVIDE DOUBLE JSTS. UNDER ALL W ALLS RUNNING PARALLEL TO JOISTS.

ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTI NGS A REQUIRED TO MAINTAIN REQUI RED DEPTH BELOW FINISH GRADES.

Seal

GARAGES SHALL BE VENTED WITH 60 SQUARE INCHES LOCATED 6" ABOVE THE FLOOR SURFACE.

F.

SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS.

The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

ATTIC SHALL HAVE VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN AND SHALL BE COVERED WITH GALVANIZED WIRE SCREEN. OPENINGS SHALL BE LOCATED TO PROVIDE CROSS VENTILATION.

ALL STUDS TO BE DF#2 OR BETTER.

FOUNDATION NOTES:

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca

VENTILATION NOTES: ALL COMBUSTION APPLIANCES WILL BE VENTED DIRECTLY TO THE EXTERI OR. FURNACE FIREBOX AND TANKLESS WATER HEATER SHALL HAVE OUTSIDE COMBUSTION AIR SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES.

PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 1/2'' CDX INT-APA RATED 32/16.

WALL SHEATHING SHALL BE 1/2'' INT-APA RATED 32/16 OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.

01/16/2021

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

BUILDER: Builder's Information Here

E.

C.

Juan Cruz Print Name:____________________, Signature

Engineer's Information Here

D.

B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER

"I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

DESIGNER: ,

KITCHEN AND CABINET NOTES: ALL CABINETS IN MAPLE CONFIRM COLOR WITH HOME OWNER PRIOR TO ORDERING. CONFIRM DOOR & DRAWER STYLES W ITH HOME OWNER PRI OR TO ORDERING. INSTALL HARDWARE ON SITE. INSTALL CROWN MOLDING ON SI TE; MATCH CABINET COLOR; CONFIRM PROFILE AND DIMENSION WITH HOME OWNER. CUT OVEN OPENING ON SITE, SEE APPLIANCE SPECIFICATIONS. INSTALL HOOD AND ALL APPLIANCES PER MANUFACTURER SPECIFICATIONS. ALL APPLIANCES TO BE ON DEDICATED CIRCUITS. USE MIN 6" DUCT FOR HOOD. CONFI RM FI NAL MATERI ALS FOR BACKSPLASH AND COUNTERTOP WITH HOME OWNER PRIOR TO ORDERING

LUMBER SPECIES: A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2

Designer of Record

PROVIDE POSITIVE VENTILATION AT EA. END OF EA. RAFTER SPACE AT VAULTED CEILING AREAS. PROVIDE FIRE BLOCKI NG, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC. R502.12.

PROVIDE POSITIVE CONECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESI ST LATERAL DISPLACEMENT.

CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI).

3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. MAXIMUM SLUMP, 4" USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON W EDGE-ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE OR APPROVED EQUAL. INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * * * * * *

JOINTS AROUND WINDOW AND DOOR FRAMES JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. JOINTS BETWEEN WALL AND FOUNDATION JOINTS BETWEEN WALL AND ROOF JOINTS BETWEEN WALL PANELS UTILITY PENETRATIONS THROUGH EXTERIOR WALLS

FLOORS AND ROOFS ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450.

PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. SPECI FIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE PLANS ARE INDICATIONS OF QUALITY ONLY. THE OW NER/BUILDER SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/OR APPLIANCES OF EQUAL QUALI TY/STRENGTHS FROM NON-SPECIFIED MANUFACTURERS. THE OWNER/ BUILDER SHALL NOT BE SUBSTITUTING MATERIALS PROVIDED THEY MEET CURRENT BLDG. CODE, AND ARE APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL

HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR RELOCATE ITEMS OF VALUE TO BE REUSED AND/ OR SAVED, OR IN ANY DANGER OF BEING DAMAGED DUE TO CONSTRUCTION PROCESS. HOMEOWNER & CONTRACTOR: TO VERIFY ALL DIMENSIONS,STRUCTURAL DETAILS, AND BUILDING CODES, AND GRADE REQUIREMENTS.

No.

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

A AFF AFG ACC ACT ACOUST APC ADJ AGGR AC ALT ALUM AB & ANOD APPROX ARCH AD ASPH @ ATTN AV AUTO B BSMNT BM BRG BIT BLK BLKG BD BOT BO BRKT BRK BLDG C CAB CPT CI CIP CB CAT CLG CEM CB CBU CTR CC CL CER CT C CH CO CLR CCTV CW COL CONC CMU COND CONN CONST CONT CONTR CJ COORD CG CORR CNTR CTSK D DMPF D DEG DEMO DEMO DEPT DTL DIA DIFF DIM DIMS DW DISP DIV DR DO DBL DN DS DRN DWR DWG DF E EA E ELEC EP EL ELEV EMER ENCL ENG EQ EQUIP EPDM EXH EXIST EXP EB EJ EXT F FWC FWP FB FO FT FRC FIN FFEL FA FDC FE FEC FHC FP FR FRT FPG FIXT FLASH FH FLR FD FD FLUOR FFB FTG FND FURN FF&E FURR G GALV GSM GV GA GEN GC GL GFRC GRFG GLAZ GB GRAN GRD GYP GWB H HC HNDRL HDWR HDWD HTG HVAC

GENERAL PLUMBING & HVAC NOTES: HVAC SHALL HAVE THREE ZONES, ONE FOR EACH FLOOR. THE FURNACE AND WATER HEATER ON FLOOR 3 SHALL SERVE FLOOR 3.

THE FURNACE AND W ATER HEATER ON FLOOR 1 SHALL SERVE FLOORS 1 & 2.

METALLIC GAS PI PE, WATER PIPE, AND FOUNDATI ON REINFORCING BARS SHALL BE BONDED TO THE ELECTRICAL SERVICE GROUND. DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER. ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD. "BLACK" PIPE SHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHERE UNDERGROUND OR EXPOSED TO WEATHER. ALL JOI NTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER. TUBS/SHOWERS SHALL BE PROVIDED WI TH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MI XING TYPE. THE WATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120*F. WATER SOFTENER UNIT SHALL CONDITION WATER BEFORE ENTERING THE WATER HEATERS AND THE COLD W ATER SOURCE. EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK FLOW PREVENTION DEVICE. HEAT DUCTING SHALL BE SECURED, SEALED AND INSULATED AS APPROPRIATE. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE SHOWER DRAINS. INSULATE WASTE LI NES FOR SOUND CONTROL. INSTALL CENTRAL VACUUM SYSTEM & PIPING; CONFIRM BRAND WITH HOMEOWNER.

REYNOLDS ADDITION

ABBREVIATIONS

Description

Date

THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF(YOUR COMPANY NAME HERE),DEVELOPED FOR THE EXCLUSIVE USE OF(YOUR COMPANY NAME HERE).USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF( YOUR COMPANY NAME HERE) IS PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES FROM____.

To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing.

YOUR COMPANY NAME HERE is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.

DOOR AND WINDOW NOTES: EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. ALL WALK-THRU DOORS SHALL BE SOLID CORE INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRI OR ORDERING DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATI NG OF 60 MINUTES. DOOR SHALL BE SELF CLOSING EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60

NOTES/ FORMS & DOCUMENTS

GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS

Project number Date Drawn by LUMBER SPECIES: POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2.

EXPOSED ARCH BEAMS TO BE DF- #1 OR BETTER. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.

ALL STUDS TO BE DF#2 OR BETTER. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED 32/16 OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

Checked by

0000 01-14-21 JC SG

N1.0 Scale

3/5/21 10:50:18 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

Gonzalez Planning & Design Build

No.

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

REYNOLDS ADDITION

Gonzalez Planning & Design Build Sebastian R Gonzalez Architectural Designer 773 Date Ave Chula Vista, CA 91910 619 253 4972 gonzalez.planning.design@outlook.com www.gonzalezplanningde.wixsite.com/cvca

Description

Date

AIA RESIDENCIAL MANDATORY MEASURES Project number Date Drawn by Checked by

0000 01-14-21 JC SG

N2.0 Scale

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

No.

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

Arch / Eng

REYNOLDS ADDITION

Seal

Description

Date

AIA RESIDENCIAL MANDATORY MEASURES Project number Date Drawn by Checked by

0000 01-14-21 JC SG

N3.0 Scale

3/5/21 10:50:52 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

Designer of Record

SYMBOL

"I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

DESCRIPTION

CL X

CENTERLINE

X

WOOD FENCE PROPERTY LINE SETBACK LINE

01/16/2021

LANDSCAPE HARDSCAPE

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

NEW CONSTRUCTION EM

ELECTRICAL METER

GM

GAS METER

W

W ATER METER

Gonzalez Planning & Design Build

Gonzalez Planning & Design Build Sebastian R Gonzalez Architectural Designer 773 Date Ave Chula Vista, CA 91910 619 253 4972 gonzalez.planning.design@outlook.com www.gonzalezplanningde.wixsite.com/cvca 15' - 0"

2' - 0"

4' - 0"

12' - 6"

0' - 6"

20' - 0"

13' - 0"

N00º39'15"W

PROPERTY LINE: 100'-0" X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

INGRID AVENUE

L C W

N89º20'45"W

6" / 1'-0" 6" / 1'-0"

(E) EXISTING RESIDENCE

2185 INGRID AVE. SAN DIEGO, CA 92154

6" / 1'-0"

20' - 0"

6" / 1'-0"

6" / 1'-0"

SETBACK

X X X

Site 3/16" = 1'-0"

Description

Date

(E) DRIVEWAY

No.

X

6" / 1'-0"

(N) PROPOSED ADDITION

6" / 1'-0"

EM

5' - 0"

X

X

X

X

X

X

X

PROPERTY LINE: 100'-0"

1

6" / 1'-0"

SETBACK

X

PROPERTY LINE: 60'-0"

X

X

(E) LANDSCAPE

X

APN:634-140-09-00

6" / 1'-0"

(E) LANDSCAPE

(E) LANDSCAPE

6" / 1'-0" 6" / 1'-0"

X X X X

N89º20'45"W

1/4" / 1'-0"

(E) SIDEWALK

6" / 1'-0"

(E) LANDSCAPE

(E) CANOPY

X X X

1/4" / 1'-0"

PROPERTY LINE: 60'-0"

SETBACK 6" / 1'-0"

6" / 1'-0"

(E) SHED

X

X

X

X

REYNOLDS ADDITION

SETBACK

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

X

5' - 0"

X

X

X

GM

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

N00º39'15"W

EXISTING & PROPOSED SITE PLAN

N

Project number Date Drawn by Checked by

0000 01-14-21 JC SG

C1.0 Scale

As indicated

DEMOLITION NOTES:

GENERAL NOTES:

All work shall conform to OSHA safety requirements *Equipment and methods used shall be at the Contractor’s option. W ork shall be performed in an orderly matter and only in strict compliance with all safety precautions. It is the Contractor’s responsibility to protect existing property, neighboring property, and the public from any construction hazards during the course of this work.

2.

Install barricades, barriers, and fences as required to secure the area and to prevent accidents. *Make all necessary notices prior to commencement of the work.

3.

Remove existing structures/ parts of the structure and/ or assemblies as noted on the documents. Site verify and coordinate extent, manner, and order of Demolition Work.

4.

Remove wall in locations as shown. NOTE: do not remove any structural support items. Contract Engineer to determine found conditions.

Designer of Record

5.

Remove doors and windows as noted.

6.

Carefully remove required portions of structure, assemblies, finishes. Cut materials to straight edges. Provide neat joint where existing materials, meet new and /or are left exposed. Take care to avoid damage to surrounding work.

7.

Remove from the Site on a regular basis all debris arising from the Work of this Contract.

8.

NOTE: recycle demolition material as possible.

9.

Upon completion of W ork, repair any damage resulting from the demolition or the weather due to demolition work. All repair shall be first class, continuous and to the satisfaction of the Owner.

All dimensions to be field nverified prior to performing work and/or ordering any material.

2.

Interior walls to be 2X4 wood studs @ 16" O.C. unless otherwise noted.

3.

Ducts in garage and ducts penetrating walls or ceilings separating the dwellings from the garage shall be constructed of min. No. 26 guage steel or another approved material and shall have no openings into the garage.

4.

Shower and tub/shower walls to be a smooth, hard,nonabsorbent surface (e.g., ceramic, tile, or fiberglass) over moisture resistant underlayment (e.g., cement, fiber, or glass mat gypsum backer) to a height 72 inches above the drain inlet. Please note, waterresistant gypsum backing board shall not be used over a vapor retarder in shower or bathtub compartments. CRC R 307.2 and R 702.3.7.

5.

*Coordinate with Structural Engineering regarding shoring, temporary shoring and miscellaneous bracing that may be required. *Contractor shall execute W ork in a manner to prevent damage to adjacent work and structures. Take precautions to guard against movements, or cracking of existing structure and details.

"I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

ABATEMENT NOTE: IT IS RESPONSIBILITY OF THE CONTRACTOR TO ABATE ALL KNOW N AND FOUND ASBESTOS AND LEAD BASED MATERIALS PRIOR TO THE COMMENCEMENT OF ANY W ORK SHALL BBE DONE IN A SAFE AND LAW FUL MANNER WITH PERMITS.

01/16/2021

FLOOR PLAN LEGEND

1.

Doors and panels of shower enclosure to be fully tempered, laminated safety glass, or approved plastic. CRC R 308.4.5. New shower construction shall meet CPC Section 408.0 and CRC R 306.

6.

Shower and tub/shower control valves shall be pressure balancing/thermostatic. Maximum flow rate of shower heads = 1.8 GPM per CPC 411.2 and 2016 Cal-Green.

7.

All hot water piping sized 3/4" or larger is required to be insulated as follows: 1" pipe size or less: 1" thick insulation, larger pipe sizes require 1 1/2" thick insulation. Note; In addition, the 1/2" size hot water pipe to the kitchen sink is required to be insulated. ES 150. O (j) 2.

8.

Shower combination valves shall have individual control valves of the pressure balance or the thermostatic missing valve type. CPC 408.3.

9.

Site built shower stalls shall comply with CPC 408.4.

10.

Building material with visible signs of water damage shall not be installed. W alls and framing shall not be enclosed when framing member exceed 19 percent moisture content. Insulation products that are visibly wet or high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor caveties. W et applied insulation shall follow the manufacturer's drying recommendations prior to enclosure. [4.505.3]

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

11. Bathroom (bathtub, shower or combination) mechanical exhaust fans, which exhaust directly from bathrooms, shall comply with the following: [CGC4.506.1] a. Fans to be Energy Star compliant and ducted to the outside. b. Unles functioning as whole house fan, fan must be controlled by humidity. i. Humidity controls shall be capable of adjustment betweenrelative humidity range of <50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. ii. A humidity control may separate component to the exhaust fan.

OVERHEAD LINE/ROOF LINE

2X FILL-IN

12.

Tank W ater Heater shall be placed on 18” platform and braced per Code. Strap and brace water heater with 2 straps min. at 1/3 sections of tank.

13.

Provide T&P valves and discharge above grade. T& P may not extend above water heater.

14.

Provide outside combustion air per code. “Combustion air for fuel burning water heater will be provided in accordance with UPC Section 507 and Table 5-1.”

-Vent flue per Code with HVAC in chimney stack.

-Provide Spill Pan and Drain.

-Provide pull chain light bulb minimum.

(N) W ALL

Gonzalez Planning & Design Build

(E) WALL

15.

Tankless Water heater shall be installed in strict conformance with manufacturer’s printed instruction and local code.

16.

Provide T&P valves and discharge above grade.

17.

For gas fired unit provide outside combustion air per Code. “Combustion air for fuel burning water heater will be provided in accordance with UPC Section 507 and Table 5-1.”

18.

Vent flue per Code.

19.

Per 2016 CGBSC, plumbing fixtures (water closets and urinals) and fitting (faucets and showerheads) shall be installed in accordance with the California Plumbing Code (CPC).

20.

Per 2016 CGBSC, when a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be operation at a time. Handheld showers are considered showerheads.

DEMOLITION DOORS

Gonzalez Planning & Design Build Sebastian R Gonzalez Architectural Designer 773 Date Ave Chula Vista, CA 91910 619 253 4972 gonzalez.planning.design@outlook.com www.gonzalezplanningde.wixsite.com/cvca

W INDOWS

W ALLS

DEMO LINE

1 1 A1.1

15' - 10" 9' - 6"

48' - 6"

EQUIPMENT/FIXTURES

6' - 4"

32' - 0" 16' - 6"

15' - 6" 4' - 6"

9' - 6"

Fiberglass Shower

6' - 0"

4' - 0"

3' - 0"

(N) Bath 3

3' - 2"

1

43 SF

4 --S4

E B

C

9--S4 21' - 3"

1 A3

(E) Family Room (E) Bedroom

F

(E) Family Room

(N) Bedroom 4

15' - 3"

16' - 6"

15' - 9"

194 SF

194 SF

234 SF

(E) Bedroom 3 233 SF

233 SF

2 A1.1

(N) ATTIC ACCESS 24" X 36"

E 4 --S4

(E) Kitchen 70 SF

7' - 6"

4' - 7"

5' - 8"

(E) Bath 1 37 SF

5' - 3"

4

(E) Dining 82 SF

(E) Closet 48 SF

(E) Closet

37 SF

F

(E) Bath 2

1 3' - 3"

33 SF

(E) Bath 2 33 SF

(E) Hall 49 SF

49 SF

H

(E) Closet (E) Closet 5 SF

(E) Closet

5 SF

13 SF

(E) Living Room

G

198 SF

2' - 6"

25' - 0"

(E) Garage 384 SF

H

F

(E) Living Room

(E) Closet 5 SF (E) Closet

(E) Closet

No. Description 1 Revision 1

13 SF

5 SF

(E) Bedroom 2

101 SF

107 SF

(E) Bedroom 1 101 SF

5

(E) Bedroom 2 107 SF

1' - 0"

E

A

2

6' - 9"

2

EXISTING/ PROPOSED FLOOR PLAN

(E) Porch

1' - 6"

8' - 6"

5' - 0"

4' - 3" 9' - 6"

16' - 6"

12' - 0"

10' - 6"

Date

N

N Existing Plan 1/4" = 1'-0"

0000 01-14-21 JC SG

Project number

20' - 0" 48' - 6"

1

Date Date 1

198 SF

D

(E) Bedroom 1

1' - 0"

48 SF

(E) Closet

5' - 6"

F

(E) Hall

3' - 6"

(E) Closet

6 SF

H

384 SF

70 SF

(E) Bath 1

6 SF

(E) Garage

(E) Kitchen

43' - 9"

8' - 6"

11 --S4

7' - 6"

82 SF

40' - 9"

G 3' - 3"

G

(E) Dining

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

3

6

REYNOLDS ADDITION

16' - 6"

11' - 9"

1.

2

New Plan 1/4" = 1'-0"

Drawn by Checked by

A1 Scale

As indicated

Designer of Record "I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

01/16/2021

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

Water Closet Clearance 3' - 7 5/16"

1' - 3 15/16"

1' - 4 3/4"

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

Proposed Bath 3 1" = 1'-0"

No.

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

REYNOLDS ADDITION

min 30"

5

1

Arch / Eng

Min Clearance 24"

3' - 7 5/16"

Seal

Description

Date

Enlarged Plans

KEYNOTES 1. All shower compartments shall have a minimum finished interior of 1024 square inches and capable of encompassing a 30 inch circle.

Project number Date Drawn by Checked by

0000 01-14-21 JC SG

A1.1 Scale

1" = 1'-0" 3/5/21 10:42:40 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

KEY NOTES: 1.

12" Vent

2.

18" Vent

3.

Eaves and ventings to match existing.

Stucco to match existing

5.

Class A tile assembly roof to match existing

6.

(N) W all LED Light Fixture

MAX HEIGHT: 30'-0"

MAX HEIGHT: 30'-0" 1

Gonzalez Planning & Design Build

5

3 2 5

Roof Plan 8' - 0"

Gonzalez Planning & Design Build Sebastian R Gonzalez Architectural Designer 773 Date Ave Chula Vista, CA 91910 619 253 4972 gonzalez.planning.design@outlook.com www.gonzalezplanningde.wixsite.com/cvca

Roof Plan 8' - 0"

6 4

3

4

Existing 0' - 0"

Existing 0' - 0"

NEW EXISTING

3

EXISTING

PARTIAL EAST ELEVATION 1/2" = 1'-0"

1

NEW

SOUTH ELEVATION 1/2" = 1'-0"

CLASS A TILE ROOF W/ #30 FELT( MATCH EXISTING)

MAX HEIGHT: 30'

ROOF SHEATING

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

REYNOLDS ADDITION

E

TRUSSES PER STRUCTURAL

R-30 INSULATION

5

2X SOLID BLOZR SCHEDULE

FASCIA BOARD 2X

2X DBL. TOP PLATE

R-13 INSULATION

5/8" WOOD STR. PANEL

No.

Description

Date

Roof Plan 8' - 0"

2 X 4 STUD WALL @ 16" O.C. PER SCHEDULE

3/4" STUCCO ON METAL LATH W/ #15 FELT

2X SILL PLATE

0' - 8"

0' - 2"

R-13 INSULATION

4

0' - 4"

1

0' - 3"

SLAB ON GRADE FOOTING PER STRUCTURAL PLANS 0' - 3"

1' - 0"

0' - 2"

4.

1' - 0"

Existing 0' - 0" EXISTING

NEW

SAND VAPOR BARIER CRUSHED ROCK

Designer of Record "I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

ELEVATIONS

01/16/2021

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

0000 01-14-21 JC SG

Project number Date Drawn by Checked by

2

PARTIAL WEST ELEVATION 1/2" = 1'-0"

4

Detail 1 1" = 1'-0"

A2 Scale

As indicated

KEY NOTES: 1.

12" Vent

2.

18" Vent

3.

Eaves and ventings to match existing.

4.

Attic HVAC with clear work space, add pull chain light, outlet, and gas connection.

5.

2 piece tile roof to match existing. Class A per Manf. Details on 30 *Felt on sheating.

Gonzalez Planning & Design Build

Designer of Record "I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

1

(N) RIDGE

3

Gonzalez Planning & Design Build Sebastian R Gonzalez Architectural Designer 773 Date Ave Chula Vista, CA 91910 619 253 4972 gonzalez.planning.design@outlook.com www.gonzalezplanningde.wixsite.com/cvca

NEW 6" / 1'-0"

2

Line of Building Envelope

(E) RIDGE 6" / 1'-0"

6" / 1'-0"

VA LL

LL EY VA

(E )

(E )

LL VA

(N )V

) (E

Y

EY LL VA

AL LE Y

) (E

LE AL )V (N

EY

Proposed Cal-Fill

1' - 0"

6" / 1'-0"

1' - 0"

4

EY

Proposed Cricket

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

6" / 1'-0"

REYNOLDS ADDITION

6" / 1'-0"

(E) CRICKET

NEW 6" / 1'-0"

1/4" / 1'-0"

(E) RIDGE

NEW

(N) CRICKET

NEW 6" / 1'-0"

1/4" / 1'-0"

(N) RIDGE

1' - 0"

NEW 6" / 1'-0"

01/16/2021

5

6" / 1'-0"

(E) RIDGE

Description

Date

(E) RIDGE

(E )

(E) RIDGE

6" / 1'-0"

6" / 1'-0"

1' - 0"

Y LL E VA (E ) 1' - 0"

6" / 1'-0"

EY

EY LL VA

Class A per Manf.

Details on 30 *Felt on sheating.

LL VA

) (E

6" / 1'-0"

) (E

VA LL

EY

No.

ROOF PLAN

Line of Building Envelope

N 0000 01-14-21 JC SG

Project number

1

Roof Plan 1/4" = 1'-0"

Date Drawn by Checked by

A3 Scale

1/4" = 1'-0"

14' - 6"

5' - 9"

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca

5' - 6"

The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

4' - 0" 6' - 8"

6' - 8"

7' - 0"

4' - 0"

1' - 8"

3' - 6"

4' - 0"

3' - 0"

[Exterior]

?

A

[Exterior]

?

B

?

C

1 1i

1i 3

1i 2

[NEW]

5' - 0"

3' - 0"

2' - 6"

2' - 0"

[NEW]

1' - 6"

Seal

Arch / Eng

5' - 6"

2' - 6"

2' - 6"

4' - 6"

5' - 0"

REYNOLDS ADDITION

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

5' - 0"

[Exterior]

?

D

?

E

?

G

?

F

?

H

4 1i

1i 6

1i 5

NOTE: ALL [NEW] WINDOWS ARE TO BE DOUBLE PANE AND TEMPERED GLASS.

Door Schedule Door Number

Size

Head Height

Operation

A B C D E E E F F F F G G G H H H

174" x 84" 69" x 80" 66" x 80" 60" x 80" 36" x 80" 36" x 80" 36" x 80" 30" x 80" 30" x 80" 30" x 80" 30" x 80" 24" x 80" 24" x 80" 24" x 80" 18" x 80" 18" x 80" 18" x 80"

7' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

Exterior Exterior Exterior Interior Exterior Exterior Exterior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior

Thermal Resistance (R)

Heat Transfer Coefficient (U)

Window Schedule Solar Heat Gain Coefficient

Rough Opening Description

Comments Type Mark

1.8149 (h·ft²·°F)/BTU 1.8149 (h·ft²·°F)/BTU

0.5510 BTU/(h·ft²·°F) 0.5510 BTU/(h·ft²·°F)

0 0

1 1 2 2 3 4 5 6

Width 3' - 0" 3' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 0" 5' - 0" 5' - 6"

Height 1' - 8" 1' - 8" 3' - 6" 3' - 6" 4' - 0" 2' - 6" 4' - 6" 2' - 6"

Detail Sill Height 3' - 0" 4' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 4' - 4 1/2"

Head Height 4' - 8" 6' - 2" 6' - 6" 6' - 6" 7' - 0" 5' - 6" 7' - 6" 6' - 10 1/2"

Heat Transfer Thermal Solar Heat Coefficient Resistance Gain (U) (R) Coefficient

Operation

Comments

Window-Sliding-Double Window-Sliding-Double Window-Sliding-Double Window-Sliding-Double Window-Sliding-Double Window-Sliding-Double Window-Sliding-Double Window-Sliding-Double

No.

Designer of Record "I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

01/16/2021

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

[Exterior]

Description

Date

DOOR & WINDOW SCHEDULE 0000 01-14-21 JC SG

Project number Date Drawn by Checked by

A4 Scale

3/8" = 1'-0" 3/5/21 10:45:32 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

2' - 4"

CARBON MONOXIDE AND SMOKE ALARMS

GFI

1' - 11"

GFI

1' - 11"

4' - 10 1/2"

4' - 10 9/16"

2' - 6"

0' - 11"

GFI

3' - 2"

LIGHTING NOTES

6' - 0"

6' - 0"

C L

C L

Arch / Eng

EXHAUST NOTES SYMBOL DESCRIPTION 1 ELECTRICAL OUTLET

C L

GFI

GROUND FAULT CIRCUIT OUTLET

LIGHT SW ITCH

HARD W IRE CONNECTION

4' - 10 1/2"

6" LED RECESSED LIGHT

LED PENDENT LIGHT

WALL LED LIGHT

ELECTRICAL - DATA - AUDIO LEGEND SYMBOL

DESCRIPTION

Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted

4' - 10 7/8"

1

Seal

1. All luminaries in bathrooms shall be high efficacy and at least one luminaire must be constrolled by vacancy sensor per CEC 150.0-A & 150.0 (K).2.

2. All luminaires in other rooms shall be high eficacy and shall have a manual on/off in addition to a vacancy sensor or dimmer.

3. All luminaires recessed in a req. insulated ceiling shall be IC and AT rated.

4. Flourescent fictures must be of the ballasted type that can only accept flourescent bulbs with minimum efficacy of 40 lumens per watt. all flourescent fixtures are to be high efficacy per CEC 150(k).

5. All luminaires in kitchens shall be high efficacy and ahsll have a manual on/off in addition to a vacancy sensor or dimmer. Under cabinet lighting shall be switched separately.

6. Outdoor lighting mounted to the building shall be high efficacy luminaires and must be controlled by a manual on/off switch, and controlled by none onf these automatic control types: Photocontrol and a motion snesor, or astronomical time clock, or energy management control system (EMCS).

7. Lighting in garages, laundry rooms and utility rooms: All luminaires sall be high efficacy and at least one luminaire in each of these spaces shall be controlled by a vacancy sensor.

8. High efficacy fixtures are required for all other rooms, or low efficacy fxtures are allowed if controlled by a dimmer or vacancy sensor.

9. All incandecent lighting fixtures recessed into insulated ceilings are to be approved for zero clearance insulation cover (type IC) by UL, or other approved laboratories, per article 410-65(c).

10. High efficacy of 13 Watts or higher must have electronic ballasts. (CEC150(k).1) No screw based fixture meet high-efficacy definition. Base to be 4 pin.

3' - 6"

C L

The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

REYNOLDS ADDITION

3' - 2"

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca

6' - 0"

4' - 11"

Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce

R

Power and Lighting Plan 3/4" = 1'-0"

Chandelier Light Fixture Fluorescent Light Fixture 240V Receptacle

Designer of Record

WP

"I am the designer in responisble charge of this remodel and/or tenant improvement project. I have inspected the site/premises and determined that the existing conditions are in fuill compliance with current site accessibility requirements to the extent required by law.

Juan Cruz Print Name:____________________, Signature

GFCI

WP

4

DM

T

AV Control

A

SP

01/16/2021 C5

110V Receptacles: Duplex, Weather Proof, GFCI

3

C5/TV

SP TV

"If the City Building Inspector determines non-compliance with any accessibility provisions, a complete and detailed revised plans clearly showing all existing noncomplying conditions and the proposed modifications to meet current accesibility requirements (including site plan, floor plans, details, etc.) will be submitted to the department for review and approval."

Switches: Dimmer, Timer Audio Video: Control Panel, Switch Speakers: Ceiling Mounted, Wall Mounted Wall Jacks: CAT5, CAT5 + TV, TV/Cable

Intercom Thermostat Door Chime, Door Bell Button

DC

SD

SD

EP

POWER NOTES 1. Ground fault circuit interrupters (G.F.C.I.) outlets are required in bathrooms, kitchens and wet bar sinks, in garages, in crawl spaces, in unfinished basements, and outdoors (NEW 210-8).

2. All bedroom outlets are to be Arc Fault Circuit Interrupters (AFCI) type.

3. All bathroom circuiting are to be either: 3.1. A 20 Ampere circuit dedicated to each bathroom, or 3.2. At least one 20 ampere circuit supplying only bathroom receptacle outlets.

4. Outlet heights to centerline. adjust outlet height based on tile layout where occurs.

5. Contractor to verify switch locations w/owner.

6. All appliances and equipment shown in plan/interior elevations or schedule are to be powered per manufacturers spec.

7. Verify power location w/manufacturer for all appliances.

8. All 125-volt, 15- and 20- ampere receptacles shall be listed tamper resistant receptacles in all areas specified in the Cali. Elec. Code Sec. 210.52. (CEC 406.11) 9. Replacement receptacles installed in locations that currently require the following. Specifications: arc fault protected, tamperproof, and water resistant are required to be installed per current Code. CEC 210.12, 406.4 (D) (4, 5, &6), 406.9 (B), & 406.12 (for locations).

10.In the kitchen at least one-half of the wattage rating of the fixtures must be high efficiency with nonhigh efficiency fixtures switched separately.

11.In bathrooms, garage, laundry rooms, and utility rooms all fixtures must be high efficiency style or controlled by manually on occupancy sensor.

12.All other rooms require any installed fixtures to be high efficacy or be controlled by a manually on occupancy sensor or dimmer.

13.Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photo control/ motion sensor.

Note: Generally high efficacy style or fixture is fluorescent complete with electronic ballasts.

KEYNOTES

Switches: Single Pole, Weather Proof, 3-Way, 4-Way

Telephone Jack

T

1. All bathroom exhaust fans to provide minimum five air changes per hour if required openable windows are not provided.

2.

3. Mechanical ventilation (exhaust fans) shall be installed in shower room, and spas. CRC R 303.3.1.

4.Exhaust ducts and dryer vents shall be equipped with back-draft dampers.

Smoke Detectors: Ceiling Mounted, Wall Mounted Electrical Breaker Panel

1. (E) 100 AMP electrical panel & electrical meter to remain. At least two 20-amp small appliance branch circuits are to be provided to serve all receptacle outlets in the kitchen, pantry, breakfast room, dining area, and all similar areas in the proposed dwelling, per section 210-52(b).

2. 50 CFM exhaust fan w/humidistat.

3. Typical exterior sensor security light.

4. Typical recessed can light, 4" ⌀.

5. All receptacles to be AFCI U.N.O. as GFCI. 6. Per CEC 210.11 (C)(3), bathrooms, new and/or remodeled, shall have a dedicated 20-amp branch circuit.

7. Smoke detectors shall be located in each sleeping room and hallway or area giving access to a sleeping room interconnected and hard-wired with battery back-up. [CRC R314].

8. (N) Carbon moxide per exterior water heater within the proximity of sleeping areas. All (N) and (E) to be interconnected and hard-wired w/battery back up. [CRC 315].

9.

No. 1

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

0' - 9"

GFI

GFI

1. All smoke alarms shall be listed in accordance with UL 217 and installed in accordance with the provisions of the governing CRC and the household fire warning equipment provisions of NFPA 72.

Systems and components shall be California State Fire Marshall listed and approved in accordance with CCR Title 19, Division 1 for the purpose for which they are installed.

2. Required smoke alarms shall recieved their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms with integral strobes thath are not equipped with battery backup shall be connected to an emergency system. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection.

3. Where more than one smoke alarm is required to be installed, the smoke alarm shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual dwelling unit. The alarms shall be clearly audible in all bedrooms over background noise levels with interveneing doors closed.

4. Single and multiple station carbon monoxide alarms shall be listed as complying with the requiremnets of UL 2034. Carbon monoxide detectors shall be listed to comply with the requirments of UL 2075.

5. Carbon monoxide alarms shall recieve their primary power from the building wiring where such wiring is served from a commercial souce and shall be equipped with a battery backup. Alarm wiring shall be directly connected to the permanent building wiring without a diconnecting switch other than as required for overcurrent protection.

6. Where one or more carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activiate all of the alarms in the individual unit.

7. In alterations, repairs and additions smoke alarms are required in each sleeping room, outside each seprate sleeping area in the immediate vicinity of the bedrooms, and at each additional floor or basement level. Smoke alarms may be battery operated and not interconnected. [CRC R314.2.2].

8. In alterations, repairs, and additions of existing dwellings carbon monoxide alarms are required in the specifically permitted dwellings or sleeping units that have attached garages or fuel-burning appliances. The carbon monoxide alarms may be battery operated and not interconnected. CRC R315.

Description

Date

Revision 1

Date 1

PROPOSED ELECTRICAL LIGHTING & POWER PLAN Project number Date Drawn by Checked by

0000 01-14-21 JC SG

E1.0 Scale

As indicated 3/5/21 10:49:21 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

NO WORK PROPOSED

5

1

NO WORK PROPOSED

Arch / Eng

NO WORK PROPOSED

NO WORK PROPOSED

NO WORK PROPOSED

REYNOLDS ADDITION

NO WORK PROPOSED

NO WORK PROPOSED

NO WORK PROPOSED

1

EXHAUST NOTES 1.

2.

3.

4.

5.

6.

7.

8.

9.

All bathroom exhaust fans to provide minimum five air changes per hour if required openable windows are not provided.

1 Exhaust air discharge for all exhaust fans shall be at least 3 feet from any opening that allows air entry into occupied rooms.

Mechanical ventilation (exhaust fans) shall be installed in shower room, and spas. CR`C R 303.3.1.

Exhaust ducts and dryer vents shall be equipped with back-draft dampers.

Enviormental air ducts and exhaust terminations shall terminate not less than 3' feet from a property line and 3' from openings into the building.

Window operation is not a permissible method of providing bathroom exhaust for humidity control.

Interior spaces inteded for human occupancy shall be provided wih space-heating system capable of maintaining a minimum indoor tempeture of 68 degree F. Duct extensions of 40 plus feet requires mandatory HERS testing unless the ducts are in a conditioned space.

Attic/ Underfloor installation must comply with Sectiions 904, 908, and 909 of the California Mechanical Code.

No.

Mechanical plan 1/4" = 1'-0"

1

CARBON MONOXIDE AND SMOKE ALARMS

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

Seal

NO WORK PROPOSED

Description Revision 1

Date Date 1

KEYNOTES

1. All smoke alarms shall be listed in accordance with UL 217 and installed in accordance with the provisions of the governing CRC and the household fire warning equipment provisions of NFPA 72. Systems and components shall be California State Fire Marshall listed and approved in accordance with CCR Title 19, Division 1 for the purpose for which they are installed.

2. Required smoke alarms shall recieved their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms with integral strobes thath are not equipped with battery backup shall be connected to an emergency system. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection.

3. Where more than one smoke alarm is required to be installed, the smoke alarm shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual dwelling unit. The alarms shall be clearly audible in all bedrooms over background noise levels with interveneing doors closed.

4. Single and multiple station carbon monoxide alarms shall be listed as complying with the requiremnets of UL 2034. Carbon monoxide detectors shall be listed to comply with the requirments of UL 2075.

5. Carbon monoxide alarms shall recieve their primary power from the building wiring where such wiring is served from a commercial souce and shall be equipped with a battery backup. Alarm wiring shall be directly connected to the permanent building wiring without a diconnecting switch other than as required for overcurrent protection.

6. Where one or more carbon monoxide alarm is required to be installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm shall activiate all of the alarms in the individual unit.

7. In alterations, repairs and additions smoke alarms are required in each sleeping room, outside each seprate sleeping area in the immediate vicinity of the bedrooms, and at each additional floor or basement level. Smoke alarms may be battery operated and not interconnected. [CRC R314.2.2].

8. In alterations, repairs, and additions of existing dwellings carbon monoxide alarms are required in the specifically permitted dwellings or sleeping units that have attached garages or fuel-burning appliances. The carbon monoxide alarms may be battery operated and not interconnected. CRC R315.

1. Mechanical Contractor or Owner/Builder to verify heights, duct sizes, dimensions, and connection applications before commencing work.

2. (N) Min. 50 CFM Exhaust fan w/light. Shall have vacancy sensor and humidistat integrated in system. Bathroom exhaust fan to have 4" round duct routed in between (E) roof joists/rafters and terminated out through roof via exhaust vent/roof cap.

3. (N) dryer to be vented through wall and up through the roof.

4. (N) location of (E) wall heater. Natural Gas Wall 1 Heater. 35,000 BTU Input/24,850 Output.

5. (N) Attic access for the forced air unit (FAU)

PROPOSED MECHANICAL PLAN Project number Date Drawn by Checked by

0000 01-14-21 Author Checker

M1.0 Scale

1/4" = 1'-0" 3/5/21 10:49:43 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt

Building Records

INGRID AVENUE 20' - 0"

CL

0' - 6"

CA Lic. #1046546 773 Date Ave Chula Vista, CA 91910 619 253 4972 www.gonzalezplanningde.wixsite.com/cvca

12' - 6"

W

The Drawings, Ideas, and Embedded Designs herein are the property of Gonzalez Planning & Design Build and shall not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they have been prepared for, in whole or in part, without the prior written authorization of Gonzalez Planning & Design Build.

4' - 0"

(E) LANDSCAPE

X

(E) LANDSCAPE

X

(E) DRIVEWAY

X X SETBACK

SETBACK

X

20' - 0"

Seal

Arch / Eng

X

X

GM

X

PROPERTY LINE: 100'-0"

X

15' - 0"

N89º20'45"W

X

EM

X

X

X X

REYNOLDS ADDITION

X X

X X

(E) EXISTING RESIDENCE

X

APN:634-140-09-00

X X

X X

X X

X

N00º39'15"W

X

Photographs

N00º39'15"W

X

X

2185 INGRID AVE. SAN DIEGO, CA 92154

X

X

2

X

X

X

X

X

X

X X

5' - 0"

3

X

1

X

(E) LANDSCAPE

X

X X

X

SETBACK

X

X

(E) CANOPY SETBACK

X X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

N89º20'45"W

X

X

13' - 0"

X

(E) SHED

PROPERTY LINE: 100'-0"

X

4

X

X

(E) LANDSCAPE

X

X

5

5' - 0"

PROPERTY LINE: 60'-0" No.

1.South view of Existing Garage

2.East view of Existing Residence

1

2185 INGRID AVE., SAN DIEGO, CALIFORNIA 92154

2' - 0"

(E) SIDEWALK PROPERTY LINE: 60'-0"

Description

Date

Historical Survey Plann 1" = 10'-0"

Photo survey, Photos, Building Records Project number Date Drawn by Checked by

0000 01-14-21 JC SG

HIST 1.0 3.South view of Existing Residence

4.South view of Existing Residence

5.South view of Existing Residence

Scale

1" = 10'-0" 3/5/21 10:49:32 AM

\\Mac\iCloud\Sebastian Gonzalez\The Reynolds Addition\Revit File\DD\21-0114_REYNOLDS-ADDITION_SD_19_01142021_progress.rvt