EXHIBIT D: REPRESENTATIVE

HOUSING PLANS

The reference plan sets are not program-approved construction drawings and shall not be construed as pre-approved designs for permitting or construction. The plans provided with this solicitation are issued solely to establish a consistent basis for pricing and cost comparisons among Offerors. These reference plan sets are intended to illustrate general housing types, approximate scope, and relative complexity only.

Offerors are advised that the reference plan sets will not be used to construct program homes.

Final design and construction documents will be project-specific and may vary based on site conditions, local code requirements, household needs, and program standards.

As part of contract performance, the selected contractor(s) will be required to develop, submit, and obtain approval for their own complete architectural and engineering design sets in accordance with all applicable federal, state, and local requirements, as well as program design and construction standards.

Submission of pricing based on the reference plan sets does not relieve the contractor of responsibility for ensuring that final designs are code-compliant, constructible, and responsive to program requirements.

GN-0.00

GENERAL NOTES

DRAWING LIST

TABLE OF CONTENTS

GN-0.00 GENERAL NOTES

GN-0.10 GENERAL NOTES

GN-0.20 AGEING IN PLACE

A-1.00 FLOOR PLAN - ROOF PLAN

A-2.00 EXTERIOR ELEVATIONS (ELEVATED)

A-2.10 EXTERIOR ELEVATIONS (SLAB ON GRADE)

A-3.00 ELECTRICAL PLAN

A-4.00 PLUMBING PLAN

A-5.00 HVAC PLAN

A-6.00 STANDARD SECTIONS 1 (ELEVATED)

A-6.01 STANDARD SECTIONS 1 (SLAB ON GRADE)

A-6.10 STANDARD SECTIONS 2

A-6.20 STANDARD SECTIONS 3

NM BUILDING CODE, 14.7.3 NMAC, 2021 IBC, AS AMENDED

BUILDING CODES

THIS PROJECT SHALL COMPLY WITH THE:

XX-XXXX-XXX -XXX -XXX -X -X.XX

COBALT PROJ. NO.

PROGRAM FLOOR PLAN STYLE

YEAR

FOUNDATION TYPE

DISCIPLINE

SHEET NO.

EXAMPLE:

19-0000-COH-ACA-SOG-A-1.00

PROGRAM:

NM-FAFR

FOUNDATION TYPES

SOG : SLAB ON GRADE

P&B : PIER & BEAM

DISCIPLINE

C CIVIL AND SITE

A ARCHITECTURAL

F FOUNDATION

S STRUCTURAL

M MECHANICAL

E ELECTRICAL

P PLUMBING

ARCHITECTURAL SYMBOLS

NORTH ARROW

1 DOOR TAG

A WINDOW TAG

LEGEND

EXTERIOR ELEVATION

SYMBOL

X KEY NOTE TAG

FLOOR PLAN STYLES

ZUN ZUNI

CHU CHUSKA

PLN PELONCILLA

STATE OF NEW MEXICO

GENERAL NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR MAKING SURE ALL SPECIAL INSPECTIONS

REQUIRED IN IBC AND IS COMPLETED AND PROVIDE THE LOCAL MUNICIPALITY WITH

THE INSPECTION AGENCY, CONTACT INFORMATION AND SPECIAL INSPECTION

PERFORMED.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING CONSTRUCTION

ADHERES TO FEMA FLOOD PLAIN, LOCAL MUNICIPALITY, (FFE) FINISHED FLOOR

ELEVATION REQUIREMENTS AND/OR DISASTER RECOVERY CONSTRUCTION

GUIDELINES.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL

MINICIPALITY CODE REQUIREMENTS AND/OR DISASTER RECOVERY CONSTRUCTION

GUIDELINES.

4. CONTRACTOR SHALL UNDERSTAND THAT THE WORK SPECIFIED HEREIN AND

SHOWN ON THE DRAWINGS SHALL BE A FINISHED AND WORKING JOB AS AGREED

UPON IN THE CONSTRUCTION AGREEMENT BETWEEN THE APPLICANT AND THE

CONTRACTOR. ALL WORK SHALL COMPLY WITH CURRENT FEDERAL, STATE, LOCAL

BUILDING CODES/ORDINANCES, AND THE STATE OF NEW MEXICO PROGRAM

REQUIREMENTS. AS WELL AS, CERTIFIED AS ONE HUD APPROVED ENERGY

PROGRAM AND ONE HUD APPROVED GREEN PROGRAM.

5. ADDENDA AND CHANGE ORDERS TO DRAWINGS AND SPECIFICATIONS TAKE

PRECEDENCE OVER THE ORIGINAL CONSTRUCTION DOCUMENTS. SHOULD THERE

BE A CONFLICT BETWEEN ANY OF THE CONSTRUCTION DOCUMENTS, THE MOST

STRINGENT OF THE CONFLICTING REQUIREMENTS WILL APPLY. CONTRACTOR WILL

CONSULT WITH PROGRAM VENDOR WHEN CONFLICTS ARISE.

6. CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND FILE ALL REQUIRED

DRAWINGS, SPECIFICATIONS AND CERTIFICATIONS WITH THE AUTHORITY HAVING

JURISDICTION.

7. CONTRACTOR TO SECURE AND PAY FOR ALL INSPECTIONS REQUIRED FOR

INDEPENDENT INSPECTION PROCESS WHEN THERE IS NO LOCAL AUTHORITY

HAVING JURISDICTION. LEE CARES WILL REQUIRE A CERTIFICATE OF COMPLETION

WHEN THERE IS NO AHJ BY A LICENSED INDEPENDENT INSPECTOR.

8. WHEN REQUIRED CONTRACTOR SHALL BUILD TO FORTIFIED STANDARDS SET BY

THE CITY AND/OR COUNTY AGENCY HAVING JURISDICTION.

9. CONTRACTOR SHALL PROVIDE AN ACCESSIBLE ROUTE, RAMP, OR WHERE NOT

POSSIBLE, A WHEELCHAIR LIFT MEETING ADA REQUIREMENTS TO PROVIDE

ACCESS TO ONE (1) ACCESSIBLE EXTERIOR DOOR ENTRANCE WHERE REQUIRED

BY THE PROGRAM. IF THE APPLICANT HAS AN APPROVED VERIFICATION OF

DISABILITY FORM AND REQUESTED THE NO STEP ENTRANCE.

10. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS OTHERWISE NOTED.

11. DO NOT SCALE DRAWING. FOLLOW DIMENSIONS ONLY.

12. WINDOW SIZES INDICATED ON PLANS ARE APPROXIMATE ROUGH OPENING.

13. CONTRACTOR SHALL FIELD VERIFY ALL CABINET DIMENSIONS BEFORE

FABRICATION.

14. ALL GLASS LOCATED WITHIN 18" OF FLOOR, 12" OF A DOOR, OR LOCATED WITHIN

60" OF SHOWERS SHALL BE TEMPERED.

15. THE GENERAL CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE

LOCAL MUNICIPALITY AND THE OWNER FOR THE USE OF PREMISES, ACCESS TO

THE PROJECT SITE AND TRASH REMOVAL.

16. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING

THE WORK OF ALL TRADES, SHALL CHECK ALL DIMENSIONS AND COORDINATE THE

DOCUMENTS WITH CONDITIONS AT THE JOB SITE.

17. THE DOCUMENTS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

18. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE

SAFETY. DIMENSIONS WHICH MUST BE CONFIRMED AND COORDINATED AT THE

JOB SITE. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION.

COORDINATING THE WORK OF ALL OTHER TRADES. AND THE SATISFACTORY

PERFORMANCE OF THE SUBCONTRACTORS.

19. WATERLINES RUNNING THROUGH UNCONDITIONED SPACES SHALL BE INSULATED.

20. COORDINATE LOCATION OF UTILITY METERS WITH SITE PLAN AND LOCATE AWAY

FROM PUBLIC VIEW.

21. ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25

AND A SMOKE DENSITY RATING OF LESS THAN 450.

22. PROVIDE COMBUSTION AIR VENTS WITH SCREEN AND BACK DAMPER FOR ANY

APPLIANCE WITH AN OPEN FLAME.

23. ALL BATH AND TOILET AREA WALLS AND CEILINGS SHALL HAVE WATER RESISTANT

GYP. BOARD. RESTROOM WALLS SHALL BE SMOOTH, HARD, AND NONABSORBENT

TO A MIN. HT. OF 48" WITHIN 2'-0" OF A TOILET.

24. ALL WINDOWS AND GLAZING VALUES FOR NFRC RATED U AND SHGC TO MEET

MINIMUM REQUIREMENTS AS STATED PER ICC, CLIMATE ZONE, AND ENERGY

CALCULATION. AS WELL AS, CERTIFIED AS ONE HUD APPROVED ENERGY PROGRAM

AND ONE HUD APPROVED GREEN PROGRAM.

25. ATTIC TO HAVE MINIMUM R-38 INSULATION. CONSULT ENERGY CALCULATION FOR

REQUIRED R-VALUE.

26. NOTE: ALL VALUES ARE PUT FORTH AS A MINIMUM. THE STRICTER VALUE FOUND

AMONG THE ENERGY CALCULATION, GREEN CHECKLIST, AND/OR HVAC

CALCULATION SHALL BE USED.

GENERAL CONDITIONS

1. CONTRACTOR SHALL CARRY WORKERS COMPENSATION INSURANCE, LIABILITY

INSURANCE, AND BUILDER’S RISK INSURANCE, IN THE AMOUNT CONTRACTUALLY

SPECIFIED, ON EACH INDIVIDUAL PROJECT.

2. MATERIAL STANDARDS SHALL CONFORM TO HUD REQUIREMENTS OR AS SPECIFIED

BY PROGRAM PLANS, WHICHEVER IS GREATER.

3. THIS HOME WILL BE SUBJECT TO A MINIMUM OF TWO SEPARATE INSPECTIONS (ONE

AT INSULATION BEFORE DRYWALL AND ONE WHEN HOME IS READY FOR FINAL

BUILDING INSPECTION) BY RATING COMPANY

4. THIS HOME SHALL BE CERTIFIED AS ONE HUD APPROVED ENERGY PROGRAM AND

ONE HUD APPROVED GREEN PROGRAM.

5. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL ENERGY AND GREEN PROGRAM

CERTIFICATIONS AND OTHER PROGRAM REQUIREMENTS.

6. THE ARCHITECTURAL PLANS STATE MINIMUMS AS REQUIRED BY CODE. ANY

VARIATION THAT SURPASSES MINIMUM REQUIREMENTS IS PERMISSIBLE.

7. N/A

8. CONTRACTOR WILL PROVIDE TEMPORARY POWER, WATER, AND PORTABLE TOILET.

SERVICE FOR TEMPORARY WATER, MAINTENANCE AND DELIVERY OF PORTABLE

TOILET UNTIL REMOVAL, AND ALL ASSOCIATED CHARGES FOR SAME.

9. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF SITE AND STORAGE OF

MATERIALS FROM WEATHER, THEFT, VANDALISM, AND THE LIKE. PROGRAM IS NOT

RESPONSIBLE FOR ANY EXPENSES OR COSTS INCURRED AS A RESULT OF THE

AFOREMENTIONED EVENTS.

10. ALL MATERIALS MUST BE IN NEW AND UNUSED CONDITION. REPURPOSING

PREVIOUSLY INSTALLED MATERIALS IS NOT ALLOWABLE.

11. ALL MANUFACTURER INSTALLATION INSTRUCTIONS SHALL BE ADHERED TO.

FASTENERS AND INSTALLATION METHODS USED MUST BE AS PER MANUFACTURER

INSTRUCTIONS.

12. ALL SPECIFICATION SHEETS AND ASSOCIATED WARRANTY DOCUMENTATION

(APPLIANCES, MECHANICAL UTILITIES, HARDWARE, ETC.) WILL BE GIVEN TO THE

APPLICANT NO LATER THAN AT THE TIME OF THE FINAL INSPECTION.

13. FINISHES SHALL BE SELECTED BY THE APPLICANT BEFORE CONSTRUCTION START

OR ITEM INSTALLATION. CONTRACTORS MAY NOT DEVIATE FROM THE SCOPE OF

WORK WITHOUT PRIOR DISCUSSION WITH AND WRITTEN, SIGNED APPROVAL FROM

THE PROGRAM FIRST AND THEN THE APPLICANT. SELECTION DOCUMENT MUST BE

UPLOADED TO SYSTEM OF RECORD.

14. ALL WORK WILL BE PERFORMED IN A PROFESSIONAL AND WORKMANLIKE MANNER

AND IN CONFORMANCE WITH MANUFACTURER REQUIREMENTS. SEAMS, JOINTS,

MITERS, ETC. WILL BE TIGHT AND COSMETICALLY CORRECT. SPLITS, GAPS, CHIPS,

ETC. ARE NOT ALLOWABLE. TRIM-OUTS AND FINISH ELEMENTS SHALL BE OF THE

SAME COLOR AND/OR TYPE. EXAMPLE: WHITE RECEPTACLES WITH WHITE COVER

PLATES, NICKEL DOOR HINGES WITH NICKEL DOORKNOBS.

15. ALL NEW RESIDENTIAL BUILDINGS AND ADDITIONS TO EXISTING RESIDENTIAL

BUILDINGS, CONTRACTOR IS RESPONSIBLE AND SHALL USE PASSIVE RADON

PROTECTION MEASURES. REFERENCE 2021 APPENDIX F NEW MEXICO STANDARD

FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION.

CONCRETE

1. CONSTRUCT FORMS TO THE EXACT SIZES, SHAPES, LINES AND DIMENSIONS

SHOWN, AND AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION AND

GRADES. PROVIDE FOR OPENINGS, BLOCKING, INSERTS AND OTHER FEATURES

REQUIRED FOR THE WORK.

2. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE.

REMOVE CHIPS, WOOD, SAWDUST, DIRT OR OTHER DEBRIS JUST BEFORE

CONCRETE IS TO BE PLACED.

3. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS AND COMPLY

WITH THE SPECIFIED CODES AND STANDARDS.

4. CLEAN REINFORCEMENT TO BE FREE FROM LOOSE RUST, MILL SCALE, EARTH, ICE,

AND OTHER MATERIALS THAT REDUCE OR DESTROY BOND WITH THE CONCRETE.

5. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST

DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT

OPERATIONS. LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS,

BOLSTERS, SPACERS, AND HANGERS AS REQUIRED.

6. ARRANGE, SPACE, AND ACCURATELY TIE BARS AND BAR SUPPORTS TOGETHER

WITH 16-GAUGE WIRE TO HOLD REINFORCEMENT ACCURATELY IN POSITION

DURING CONCRETE PLACEMENT OPERATIONS.

7. CONCRETE USED FOR BUILDING SLABS SHALL BE 3,000 PSI 28-DAY COMPRESSIVE

STRENGTH WITH A 5 ½ IN. MAXIMUM AND 3 IN. MINIMUM SLUMP. REFER TO

STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS AND INSTALLATION

REQUIREMENTS.

8. ALL CONCRETE IS TO BE POURED WHEN THE TEMPERATURE IS AT FORTY DEGREES

FAHRENHEIT (40 F) OR ABOVE AND RISING. IF THE SURFACE TEMPERATURE IS

OVER NINETY DEGREES FAHRENHEIT (90 F) STEPS TO COOL THE SURFACE SUCH

AS WATERING WILL BE TAKEN AS REQUIRED. REFER TO STRUCTURAL DRAWINGS

FOR EXACT SPECIFICATIONS AND ADDITIONAL INSTALLATION REQUIREMENTS.

9. ALL CONCRETE SLAB ON GRADE FOUNDATIONS SHALL BE PLACED

MONOLITHICALLY AND BE A MINIMUM OF 4 INCHES THICK. TOP OF SLAB PLACED ON

GRADE MUST BE A MINIMUM OF 6 INCHES ABOVE SURROUNDING SOIL LEVEL AFTER

FINAL GRADE. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS.

10. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO

CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED SUFFICIENTLY

TO CAUSE THE FORMATION OF SEAMS OR PLANES OF WEAKNESS WITHIN THE

SECTION. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE

CONSTRUCTION JOINTS.

11. PLACING CONCRETE IN FORMS. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL

LAYERS IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. CONSOLIDATE

ALL CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT

SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. MAINTAIN

REINFORCING STEEL IN PROPER POSITION CONTINUOUSLY DURING CONCRETE

PLACEMENT OPERATIONS.

12. FLOAT FINISH. APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO

RECEIVE TROWEL FINISH OR OTHER FINISHES. CONSOLIDATE THE SURFACE WITH

POWER-DRIVEN FLOATS, BY HAND-FLOATING IF THE AREA IS SMALL OR

INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL THE SURFACES PLANE ON THE

SURFACE TO A TOLERANCE NOT EXCEEDING 1/4 IN. IN 10 FT. WHEN TESTED WITH A

10 FT. STRAIGHT EDGE PLACED IN THE SURFACE AT NOT LESS THAN 2 DIFFERENT

ANGLES. CUT DOWN HIGH SPOTS AND FILL ALL LOW SPOTS. UNIFORMLY SLOPE

SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, RE-FLOAT THE SURFACE TO

A UNIFORMLY SMOOTH, GRANULAR SURFACE.

13. TROWEL FINISH. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE

TO BE EXPOSED TO VIEW. AFTER FLOATING, BEGIN THE FIRST TROWEL FINISH

OPERATION USING A POWER-DRIVEN TROWEL. CONSOLIDATE THE CONCRETE

SURFACE BY FINAL HAND TROWELING WITH A SURFACE PLANE TOLERANCE NOT

EXCEEDING 1/8 IN. IN 10 FT. WHEN TESTED WITH A 10 FT. STRAIGHT EDGE. GRIND

SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED

FLOORING SYSTEM.

14. BROOM FINISH. FINISHES THAT ARE EXPOSED AND SUBJECT TO FOOT TRAFFIC

SHALL RECEIVE A BROOM FINISH WITH A TEXTURE OF PLUS OR MINUS 1/16 IN. OR

AS DESIGNATED IN THE STRUCTURAL DRAWINGS.

15. FLOOR SLAB DAMP-PROOFING MEMBRANE (VAPOR BARRIER) SHALL BE 6 MIL.

POLYETHYLENE FILM, UNLESS OTHERWISE NOTED, "VISQUEEN" OR EQUAL,

INSTALLED OVERFILL AT FLOOR SLAB OF ENCLOSED BUILDING AREA LOCATIONS.

LAP MINIMUM 24 IN. WITH TOP LAP IN THE DIRECTION OF SPREADING CONCRETE.

EXTEND VAPOR BARRIER INTO BEAM TRENCHES 6 IN. BELOW HAUNCH.

16. PRIOR TO PLACING CONCRETE, INSPECT VAPOR BARRIER TO ENSURE THERE ARE

NO HOLES OR TEARS.

WOODS, PLASTICS, AND COMPOSITES

1. ALL WORK SHALL BE ERECTED PLUMB, TRUE AND IN ACCORDANCE WITH

DRAWINGS AND SPECIFICATIONS. WORK SHALL COMPLY WITH ALL STRUCTURAL

DRAWINGS, NOTES, AND SPECIFICATIONS. EXCESSIVELY SCUFFED, SCRATCHED,

DENTED OR OTHERWISE DAMAGED WOOD MUST BE REPLACED. ALL FRAMING

WORK TO CONFORM TO LOCAL BUILDING CODES AND ENGINEERING

REQUIREMENTS.

2. CONFORM TO THE LATEST GRADING RULES OF THE LUMBER MANUFACTURERS

ASSOCIATION UNDER WHOSE RULES THE LUMBER WAS PRODUCED.

3. SILL OR BASE PLATES IN CONTACT WITH CONCRETE FOUNDATIONS, EXPOSED TO

EXTERIOR CONDITIONS, OR WITHIN 18" OF GROUND LEVEL SHALL BE ACQ TREATED.

FOR A PIER AND BEAM, OR WOOD PILING FOUNDATION, ALL LUMBER BELOW THE

FLOOR JOISTS SHALL BE TREATED. ALL STAIRS AND DECKS SHALL BE TREATED.

ALL TREATED WOOD TO BE MARKED AMERICAN WOOD PROTECTION ASSOCIATION

(A.W.P.A. AND STAMP) OR WESTERN WOOD PRESERVERS INSTITUTE (W.W.P.I. AND

STAMP). MARK SHALL BE VISIBLE WHEN INSTALLED. ONLY HOT DIPPED GALVANIZED

OR STAINLESS-STEEL FASTENERS APPROVED FOR USE WITH ACQ TREATED

LUMBER SHALL BE USED. NO ALUMINUM MATERIALS SHALL BE USED IN DIRECT

CONTACT WITH ACQ TREATED WOOD.

4. CARPENTRY SHALL INCLUDE ALL ROUGH AND DRESSED LUMBER AND ALL WORK IN

CONNECTION WITH MATERIAL INSTALLATION. THE CONTRACTOR SHALL DO ALL

CUTTING AND FRAMING AS REQUIRED BY ANY OTHER TRADE FOR THE COMPLETION

OF CONSTRUCTION. ALL WORK SHALL BE DONE ACCURATELY, NEATLY AND

SECURELY FITTED IN THE MOST WORKMANLIKE MANNER IN ACCORDANCE WITH

THE WORKING DRAWINGS. ALL FRAMING TO BE PER DRAWINGS. FRAMING TO

INCLUDE ANY FURRING OR "CUT-OUTS" NECESSARY FOR INSTALLATION OF AIR

CONDITIONING AND OTHER MEP SYSTEMS.

5. LUMBER SHALL BE CLASSIFIED, AND GRADE MARKED TO THE CODES AND

REQUIREMENTS OF THE MANUFACTURER'S ASSOCIATIONS OR RESIDENTIAL

STANDARDS OF THE PARTICULAR REGION. LUMBER SHALL BE LIVE STOCK,

THOROUGHLY SEASONED, AND WELL MANUFACTURED. MATERIALS GENERALLY

SHALL BE FREE FROM WARP THAT CANNOT BE CORRECTED BY BRIDGING OR

NAILING. REFERENCE STRUCTURAL NOTES FOR ALL STRUCTURAL WOOD MEMBER

REQUIREMENTS.

6. ALL PLYWOOD WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO

THE ELEMENTS SHALL BE EXTERIOR TYPE. PLYWOOD MANUFACTURED OR

ORIGINATING IN CHINA SHALL NOT BE USED.

a) EXTERIOR SHEAR WALL SHEATHING SHALL BE APA EXPOSURE 1 RATED

CDX PLYWOOD OR OSB. ALL OTHER WALL SHEATHING SHALL BE CDX

PLYWOOD OR OSB OR EQUIVALENT ZIP SYSTEM. REFER TO STRUCTURAL

DRAWINGS FOR SPECIFICATIONS AND INSTALLATION REQUIREMENTS.

b) ALL ROOF SHEATHING TO BE CDX PLYWOOD OR OSB OR EQUIVALENT

ZIP SYSTEM. SHEATHING WITH RADIANT BARRIER TO MEET APA EXPOSURE 1

RATING. REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS AND

INSTALLATION REQUIREMENTS.

c) FLOOR SHEATHING SHALL BE 3/4" THICK PLYWOOD SHEATHING TO MEET

APA EXPOSURE 1 RATED PLYWOOD. GLUED AND SCREWED; REFER TO

STRUCTURAL DRAWINGS FOR SPECIFICATIONS AND ADDITIONAL

INSTALLATION REQUIREMENTS.

7. ALL CLIPS, STRAPS, HANGERS, HOLD-DOWNS, FASTENERS, AND ASSOCIATED

DEVICES SHALL BE GALVANIZED (PER STRUCTURAL), AS MANUFACTURED BY

SIMPSON STRONG-TIE CO. INC OR OTHER APPROVED MANUFACTURES. INSTALL

PER MANUFACTURERS SPECIFICATIONS.

8. ALL BEAMS SHALL BE MADE UP OF A NUMBER OF 2X JOISTS OR

ENGINEER-SPECIFIED ANTHONY POWER BEAM, OR EQUIVALENT.

9. LATERALLY SUPPORT AT ENDS AND AT EACH SUPPORT BY SOLID BLOCKING

EXCEPT WHERE THE ENDS OF JOISTS ARE NAILED TO A HEADER, BAND, RIM JOIST,

OR ADJOINING STUD. SOLID BLOCKING SHALL BE NO LESS THAN 1 1/2" THICKNESS

AND SHALL MATCH THE DEPTH OF THE JOISTS.

10. INSTALL JOIST HANGERS AT EACH END OF EACH CEILING JOIST WHERE REQUIRED.

VERIFY LIGHT FIXTURE CENTERLINE LOCATIONS AND JOIST/TRUSS PLACEMENT

PRIOR TO INSTALLATION.

11. BRIDGING MUST BE #2 SOUTHERN YELLOW PINE OR FIR, GRADED AND STAMPED

(FIR TO BE USED IN NON-LOAD BEARING AREAS ONLY). REFER TO STRUCTURAL

DRAWINGS.

12. PREMANUFACTURED WOOD OPEN WEB FLOOR JOISTS ABLE TO SUPPORT

CODE-REQUIRED LIVE AND DEAD LOADS. PROVIDE AS INDICATED ON DRAWINGS.

SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL

ENGINEER LICENSED TO PRACTICE IN THE STATE OF NEW MEXICO FOR REVIEW

AND APPROVAL. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS.

13. REMOVE ALL UNUSED WOOD, INCLUDING FORM LUMBER, SCRAP LUMBER,

SHAVINGS AND SAWDUST IN CONTACT WITH THE GROUND. LEAVE NO WOOD

BURIED IN FILL OR BACKFILL.

EXTERIOR FINISH CARPENTRY

1. GENERAL: USE GALVANIZED, STAINLESS STEEL OR TREATED NAILS AS REQUIRED.

INSTALL PER MANUFACTURER'S INSTRUCTIONS.

2. FIBER CEMENT SIDING AND TRIM: MANUFACTURED BY JAMES HARDIE OR

EQUIVALENT; TO BE CONCEALED NAILED INSTALLATION, UNLESS NOTED

OTHERWISE; IN COMPLIANCE WITH STRUCTURAL DESIGN PRESSURE

REQUIREMENTS, WHERE REQUIRED. SHALL INCLUDE ALL REQUIRED ACCESSORIES

FOR A COMPLETE INSTALLATION.

3. EXTERIOR MATERIALS:

a) FASCIA BOARDS AND TRIM: 'HZ10' HARDIE TRIM, TEXTURED FINISH, PRE-PRIMED. SMOOTH FINISH MAY BE SUBSTITUTED IF TEXTURED FINISH IS

UNAVAILABLE.

b) LAP SIDING: 'HZ10' HARDIE PLANK, 8 1/4", PRE-PRIMED. SMOOTH FINISH

MAY BE SUBSTITUTED IF TEXTURED FINISH IS UNAVAILABLE

c) SOFFIT: 'HZ10' HARDIE SOFFIT, CONTINUOUS, VENTED, PRE-PRIMED.

SMOOTH FINISH MAY BE SUBSTITUTED IF TEXTURED FINISH IS UNAVAILABLE.

PROVIDE METAL SCREEN AT SOFFIT OPENINGS.

d) BOARD AND BATTEN PANELS (OPTION): 'HZ10" HARDIE PANEL VERTICAL

SIDING WITH 'HZ10' HARDIE TRIM BATTENS, SMOOTH OR TEXTURED FINISH,

PRE-PRIMED.

e) SHAKES AT PORCH GABLE (OPTION): 'HZ10' HARDIESHINGLE

STAGGERED EDGE SHINGLES, PRE-PRIMED.

f) PORCH SOFFIT: 'HZ10' HARDIEPANEL, SMOOTH OR TEXTURED FINISH, PRE-PRIMED.

4. TRIM AND DECORATIVE MILLWORK SHALL BE INSTALLED IN COMPLIANCE WITH

LOCAL REQUIREMENTS; SHALL INCLUDE ALL REQUIRED FASTENERS AND

ACCESSORIES FOR COMPLETE INSTALLATION.

5. COLUMN WRAP SHALL BE PREFABRICATED; DESIGN, AS INDICATED ON DRAWINGS.

6. LOUVER / GABLE VENT SHALL BE DESIGNED AS INDICATED ON DRAWINGS; PROVIDE

METAL SCREENING AT OPENINGS.

INTERIOR FINISH CARPENTRY

1. PROVIDE WEATHER PROTECTION FOR ALL MILLWORK DELIVERED TO THE JOB.

2. INSPECT FINISH MATERIALS (TRIM, DOORS, ETC.) TO ENSURE THAT NO SUB-GRADE,

DEFECTIVE OR MACHINE MARKED PIECES ARE INSTALLED. USE ONE PIECE FOR

LENGTH WHEREVER POSSIBLE.

3. WINDOW STOOL AND APRON ARE TO BE 3/4" THICK WHITE PINE STOOL WITH

GYPSUM BOARD JAMB; CASING. TO BE PAINTED TO MATCH DOOR WOOD TRIM.

4. CLOSETS ARE TO HAVE 1 1/2" DIAMETER WOOD RODS, 3/4" THICK WOOD SHELVING

WITH 3 4"X1 12" SOLID WOOD EDGE BANDING, TO BE PAINTED.

5. LAUNDRY ROOM IS TO HAVE ONE ROW OF 3/4" THICK WOOD SHELVING WITH 3 4"X1

12" SOLID WOOD EDGE BANDING ABOVE WASHER/DRYER PER INTERIOR

ELEVATIONS, TO BE PAINTED.

6. PANTRY TO HAVE FIVE (5) 3/4" THICK WOOD SHELVING WITH 3 4"X1 12" SOLID WOOD

EDGE BANDING, TO BE PAINTED. ADD ADDITIONAL SUPPORT AS NEEDED.

7. ALL BATHROOM CABINETS AND DOORS TO BE FACE FRAME TYPE PLYWOOD / SOLID

WOOD, PRE- FINISHED OR APPROVED EQUIVALENT. COLOR TO BE PER

PRE-SELECTED FINISH SCHEDULE.

8. ALL KITCHEN CABINETS AND DOORS TO BE FACE FRAME TYPE PLYWOOD / SOLID

WOOD, PRE- FINISHED OR APPROVED EQUIVALENT. COLOR TO BE SELECTED BY

OWNER FROM PRE-SELECTED FINISH SCHEMES.

NOTE: NO PARTICLE BOARD SHALL BE EXPOSED TO THE ATMOSPHERE*

9. NO NAIL OR SCREW HOLES OR OTHER FASTENING SHALL BE VISIBLE ON THE

EXTERIOR.

10. TOE BASES TO BE 3 1/2" HIGH, 3" DEEP.

11. THE CABINET FABRICATOR AND GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL REQUIRED APPLIANCE "CUT-OUTS" TAKEN FROM THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS AND TEMPLATES, AS SELECTED.

12. CABINET HINGES ARE TO BE 1/2" OVERLAY CONCEALED HINGES. PROVIDED BY

MANUFACTURER, POLISHED OR BRUSHED CHROME FINISH.

13. DOOR CATCHES ARE TO BE POLISHED OR BRUSHED CHROME FINISH AS PROVIDED

BY MANUFACTURER

14. KITCHEN COUNTERTOPS ARE TO BE PLASTIC LAMINATE, MATTE FINISH BY

FORMICA OR EQUAL COUNTER, ADHERED TO 3/4" PARTICLE BOARD SUBSTRATE

MADE WITH EXTERIOR GLUE AND BINDERS CONTAINING NO UREA FORMALDEHYDE.

WITH 4" HIGH INTEGRAL BACKSPLASH WITH ROLL EDGE. SIDE SPLASH AS

REQUIRED. ALL LAMINATE TO BE HANDLED AND INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WATERPROOF

AROUND SINK CUT OUT PERIMETER TOP, EDGE, AND BOTTOM. CONTRACTOR TO

PROVIDE OWNER WITH PRE- SELECTED COLOR SAMPLES FOR COLOR SELECTION.

15. BATHROOM VANITY IS TO BE WITH INTEGRAL SINK, 1/2" THICK SOLID POLYMER

MATERIAL ADHESIVELY JOINED WITH INCONSPICUOUS SEAMS; STANDARD EDGE

DETAILS WITH INTEGRAL BOWL. PROVIDE COVED BACKSPLASH AND SIDE

SPLASHES.

THERMAL AND MOISTURE PROTECTION

1. MATERIALS: ONE PART 100% LIQUID POLYMER, POLYSULFIDE OR ACRYLIC BASE

COMPOUND, NON-SAGGING, NON- STAINING, GUN CONSISTENCY. ROD STOCK

BACKUP SHALL BE FLEXIBLE, CLOSED CELL, EXPANDED POLYETHYLENE ROUND

RODDING 1-1/3 TIMES THE JOINT WIDTH IN DIAMETER CONFORMING TO FEDERAL

SPECIFICATIONS HH-F-341, TYPE 1, CLASS A AND B. COLOR TO BE

MANUFACTURER'S STANDARD AND CHEMICALLY COMPATIBLE WITH SUBSTRATE

PER MANUFACTURER'S RECOMMENDATION. SEALANT TO HAVE A MINIMUM 20-YEAR

WARRANTY.

2. LOCATION: PROVIDE SEALANT AT ALL JOINTS AND RECESSES IN EXTERIOR AND

INTERIOR CONSTRUCTION WHERE REQUIRED TO PREVENT INFILTRATION OF

WATER, MOISTURE, AIR, SOUND, AND LIGHT. PLACE CONTINUOUS BEAD OF

ACOUSTICAL SEALANT BETWEEN EXTERIOR SILL PLATE AND FLOOR.

3. APPLICATION: BEFORE APPLYING SEALANTS, ALL SURFACES SHALL BE

ABSOLUTELY CLEAN OF DIRT, GREASE, LOOSE MATERIAL, AND FOREIGN MATTER.

APPLY PRIMERS AND SEALANTS IN STRICT ACCORDANCE WITH MANUFACTURER'S

PRINTED INSTRUCTIONS. ALL SEALANTS IN EXPOSED OR VISIBLE LOCATIONS TO BE

TOOLED SMOOTH AS RECOMMENDED BY SEALANT MANUFACTURER. ALL WINDOW

TOPS, SIDES AND BOTTOMS OF DOOR THRESHOLDS TO HAVE FULL BED OF

SEALANT. COMPLETE SEALANT INSTALLATION BEFORE THE FINAL COAT OF PAINT IS

APPLIED.

4. ALL BUILDING INSULATION TO HAVE A FLAME-SPREAD RATING OF 25 AND A

SMOKE-DEVELOPED RATING OF 50.

5. FOR ROOFS AND CEILINGS USE FORMALDEHYDE FREE, R-38 MINIMUM BORATE

TREATED CELLULOSE OR R-38 MINIMUM FIBERGLASS BLOW-IN, SPRAY FOAM OR

BLOW-IN MINERAL WOOL INSULATION MATERIAL, ASTM E-84, CLASS A,

NON-COMBUSTIBLE. PROVIDE INSULATION BAFFLES AT ROOF TO ACCOMMODATE

VENTING. ATTIC INSULATION CARD AND ATTIC RULERS SHOULD BE ON SITE.

CONSULT ENERGY CALCULATION FOR REQUIRED R-VALUE.

6. FOR EXTERIOR WALLS, INSULATE USING IBC APPROVED INSULATION WITH MINIMUM

R-VALUE BY CLIMATE ZONE. CONSULT ENERGY CALCULATION FOR REQUIRED

R-VALUE. ENSURE CONSTRUCTION MEETS ENERGY STAR REQUIREMENTS.

7. WHEN HOUSE IS ELEVATED, FOR UNDERFLOOR USE FORMALDEHYDE FREE,

UNFACED, FIBERGLASS, SPRAY FOAM OR MINERAL WOOL BATT INSULATION

MATERIAL, ASTM E-84, CLASS A, NON-COMBUSTIBLE.

8. ALL VOIDS AROUND WINDOWS, EXTERIOR DOORS, AND WALL PENETRATIONS ARE

TO BE FILLED WITH HIGH-DENSITY FOAMED- IN-PLACE THERMAL INSULATION, AND

CAULKED, SEALED OR GASKETED AS NEEDED WHEN IN CONTACT WITH DRYWALL.

DO NOT USE PRODUCTS CONTAINING UREA FORMALDEHYDE.

9. USE BAFFLES AROUND ALL HEAT SOURCES AND AT THE PLYWOOD DECK BETWEEN

THE JOISTS.

10. ALL MATERIALS THAT WILL BE COVERED MUST BE AT OR BELOW 19% MOISTURE

CONTENT BEFORE BEING COVERED UP

ROOFS

1. SHINGLE ROOF:

a. 30-YEAR ELK, CELOTEX OR GAF OR COMPARABLE ALTERNATE COMPOSITION

ARCHITECTURAL SHINGLES, FIBERGLASS-BASED ASPHALT SHINGLES, ASTM

D3161, CLASS F WITH TYPE I - SELF SEALING; UL RATING OF A AND WIND

RESISTANCE LABEL TO MEET DESIGNATED STRUCTURAL WIND DESIGN

PRESSURES; 220 MINIMUM LB. / SQUARE; SQUARE TYPE; INSTALLED PER

MANUFACTURER'S DETAILS.

b. ALL VALLEYS TO BE WOVEN OR CLOSED-CUT TO COMPLY WITH WINDSTORM

GUIDELINES AND PER MANUFACTURER'S RECOMMENDATIONS.

c. NAIL THE ROOF DECK WITH 8D RING-SHANK NAILS. 8D RING-SHANK NAILS MUST

BE AT LEAST 0.113-IN. DIAMETER AND 2-3/8-IN. LONG. DOCUMENTATION:

PHOTOGRAPH THE FASTENER PACKAGE OR THE NAILS PRIOR TO

INSTALLATION.

d. INSTALL ICE AND WATER SHIELD UNDERLAYMENT TO ALL ROOF SHEATHING.

INSTALL UNDERLAYMENT TO MANUFACTURER SPECIFICATION.

DOCUMENTATION: PHOTOGRAPH THE COMPLETED INSTALLATION

e. INSTALL DRIP EDGE OVER THE UNDERLAYMENT AT RAKES AND EAVES AND

FASTEN AT 4 IN. O.C. STAGGERED. DOCUMENTATION: NONE NEEDED, WILL BE

CERTIFIED AT THE FINAL INSPECTION

2. WARRANTY: CONTRACTOR WARRANTY SHALL INCLUDE ALL MATERIALS AND LABOR

TO REPAIR ANY DEFECTS OR LEAKS THAT DEVELOP AND REPAIR OR MAKE GOOD

ANY DAMAGE CAUSED BY LEAKS AND ROOF REPAIRS FOR A PERIOD OF ONE (1)

YEAR FROM DATE OF SUBSTANTIAL COMPLETION. MANUFACTURER'S WARRANTY

SHALL BE 30 YEAR "NO DOLLAR LIMIT" WARRANTY.

3. MATERIALS: SHEET METAL SHALL BE 26-GAUGE UNLESS NOTED OTHERWISE AK

STEEL ZINCGRIP STEEL, OR EQUAL. SEAMS SHALL BE LOCKED AND SOLDERED

WITH 50% PIG LEAD WITH NON-CORROSIVE FLUX. JOINTS SHALL BE LAPPED 6" AND

BEDDED IN PLASTIC ROOFER'S CEMENT FS-SS-C-153. FASTENERS IN CONTACT

WITH GALVANIZED IRON SHALL BE GALVANIZED, OR CADMIUM PLATED STEEL

SCREWS, OR GALVANIZED OR CADMIUM PLATED STRONG-HOLD TYPE NAILS. ALL

SHEET METAL WORK SHALL CONFORM TO SMACNA. SHEET METAL FLASHING

REQUIRED AT ALL ROOF EDGE, VALLEYS, TIE- INS, CRICKETS, WALL/ROOF

INTERSECTIONS, AND ALL EXTERIOR DOORS AND WINDOW HEADS.

4. SHEET METAL FOR ROOFS, WINDOWS, AND GUTTERS

1. ROOF EDGE FLASHING AND DRIP EDGES: ANGLED. 28-GAUGE GALVANIZED

STEEL;

2. ROOF VALLEYS AND TIE-INS: 26-GAUGE GALVANIZED STEEL.

3. WINDOWS AND DOORS: Z-BAR FLASHING OR EQUIVALENT INSTALLED PER

MANUFACTURER'S INSTRUCTIONS.

4. GUTTERS AND DOWNSPOUTS:

a) PLAIN HALF-ROUND: 6" WIDE AND 4" DIAMETER DOWNSPOUT, MINIMUM.

22-GAUGE GALVANIZED STEEL, OR ALUMINUM PREFINISHED.

b) STANDARD K-STYLE: 6" WIDE AND 4" X 5" DOWNSPOUT, MINIMUM.

22-GAUGE GALVANIZED STEEL, OR ALUMINUM PREFINISHED.

c) PROVIDE SPLASH BLOCK AT EACH DOWNSPOUT OR CONTROL ALL RUN

OFF AND EROSION.

5. RIDGE VENTS AND OTHER ROOF VENTS; NON-COMBUSTIBLE CONSTRUCTION;

INSTALL 1/8" METAL SCREEN AT ALL VENT OPENINGS; MUST MEET STRUCTURAL

REQUIREMENTS. RIDGE VENTS ARE TO BE SHINGLE OVER TYPE.

6. ROOF UNDERLAYMENT OF THE SEALED ROOF DECK TO MEET THE MINIMUM

REQUIREMENTS OF GOVERNING JURISDITION.

OCCUPANCY: R-3 - RESIDENTIAL

CONSTRUCTION TYPE: VB

NM RESIDENTIAL CODE, 14.7.3 NMAC, 2021 IRC, AS AMENDED

NM ENERGY CONSERVATION CODE, 14.7.2 NMAC

2020 NATIONAL ELECTRIC CODE, NFPA 70

NM PLUMBING CODE, 14.8.2 NMAC, 2021 IPC AS AMENDED

2021 INTERNATIONAL WILDLIFE URBAN INTERFACE (IWUIC)

NM FIRE CODE, 10.25.5 NMAC, 2021 IFC AS AMENDED

NM FUEL GAS CODE, 14.8.3 NMAC, 2021 IFGC AS AMENDED

2021 IECC, AS AMENDED

# DATE DESCRIPTION

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY

FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

ISSUANCE / REVISION

PROJECT LOCATION OR ADDRESS:

CLIENT NAME:

ENGINEERING AND INSPECTIONS, LLC

26-0###

CDBG - DR

NEW MEXICO

PLEXOS GROUP

ISSUE FOR ESTIMATING01/10/2026A

GN-0.10

GENERAL NOTES

DOORS AND WINDOWS

1. ALL DOORS AND WINDOWS SHALL BE INSPECTED TO ENSURE THAT THEY ARE

SQUARE, PLUMB, AND ACCURATE BEFORE INSTALLATION AND COMPLY WITH SIZE,

THICKNESS, AND DESIGN AS SHOWN IN THE CONSTRUCTION DOCUMENTS AND

SCHEDULES AND MEET LOCAL CODES. ALL SCHEDULED DOORS SHALL BE

INSTALLED TO BE PLUMB, LEVEL, AND SQUARE AND OPERATE FREELY, BUT NOT

LOOSELY, AND SHALL BE ADJUSTED TO FUNCTION PROPERLY. DOORS SHALL BE

FREE FROM RATTLING WHEN IN LATCHED POSITION.

2. ALL WOOD DOORS AND WINDOW SHALL CONFORM TO STANDARDS SET BY AWI

(ARCHITECTURAL WOODWORK INSTITUTE) AND NWMA (NATIONAL WOODWORK

MANUFACTURER'S ASSOCIATION). PROVIDE ONE-YEAR MINIMUM GUARANTEE

AGAINST ALL DEFECTS.

3. SCHEDULE: REFERENCE DOOR SCHEDULE ON PLANS FOR SIZES, TYPES,

LOCATIONS, ETC.

4. ALL EXTERIOR DOORS MUST BE FABRICATED AND INSTALLED TO MEET THE

ENGINEERED DESIGN AND ENERGY STAR PER CLIMATE ZONE.

5. VERIFY WITH LOCAL CODE AND ORDINANCES AND PROVIDE "IMPACT" RESISTANT

EXTERIOR DOORS, WHERE REQUIRED BY CODE.

6. INTERIOR DOORS ARE TO BE 6 PANEL OR MATCHING THROUGHOUT HOME.

7. INSTALL LOUVER DOOR WHERE REQUIRED BY CODE FOR VENTILATION.

8. PROVIDE WEATHER STRIPPING ON ALL EXTERIOR DOORS.

9. AT LEAST ONE EXTERIOR DOOR SHALL HAVE ALUMINUM, 2-PIECE INTERLOCKING

THRESHOLD TO MEET ADA REQUIREMENTS. WHEN THE APPLICANT HAS

VERIFICATION OF DISABILITY FORM, WITH NO STEP ENTRANCE SELECTED.

10. CONTRACTOR SHALL COMPLETELY INSTALL FINISH HARDWARE AS REQUIRED,

WITHOUT DAMAGING CABINETRY AND DOOR FINISHES AND IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

11. CONTRACTOR WILL BE RESPONSIBLE FOR ALL HARDWARE DELIVERED TO THE JOB

SITE. HARDWARE MUST ALWAYS BE PROTECTED FROM DAMAGE PRIOR TO AND

AFTER INSTALLATION.

12. EXTERIOR HARDWARE: ALL EXTERIOR DOOR HARDWARE SHALL COMPLY WITH

LOCAL CODE. INCLUDE DOOR LOCKS, HINGES, DOOR STOPS, WEATHER-STRIP, AND

THRESHOLD. PROVIDE COMPRESSIBLE DOOR SEALS WITH RUBBER BOTTOM

GASKET WHERE SOUND MITIGATION IS REQUIRED.

13. INTERIOR HARDWARE: INCLUDE DOOR LOCKS, HINGES AND DOOR STOPS.

BRUSHED CHROME FINISH. BEDROOMS AND BATHROOMS TO HAVE PRIVACY

LOCKSETS. ALL OTHER DOORS SHALL HAVE PASSAGE LOCKSETS.

14. INSTALL LEVER TYPE DOOR HANDLES ON ALL DOORS.

15. ALL ENTRANCE LOCKSETS TO BE KEYED ALIKE (INCLUDING DEADBOLTS) PROVIDE

MINIMUM TWO KEYS TOTAL.

16. ALL WINDOWS MUST BE FABRICATED AND INSTALLED TO MEET THE ENGINEERED

DESIGN PRESSURES. REFER TO STRUCTURAL DRAWINGS. INSTALLATION SHALL BE

ACCORDING TO DETAILS AND MANUFACTURER'S RECOMMENDATIONS TO ASSURE

A WEATHER-TIGHT FIT. ALL FRAMES WILL BE INSTALLED PLUMB, LEVEL AND

SQUARE TO ENSURE PROPER FUNCTIONING WITH REGARD TO SLIDING, LOCKING

AND WEATHERING. REFERENCE WINDOW SCHEDULE ON PLANS FOR SIZES,

LOCATIONS, ETC. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND

SPECIFICATIONS, THE SPECIFICATIONS WILL RULE.

17. VERIFY LOCAL CODE AND ORDINANCES AND PROVIDE "IMPACT" RESISTANT

WINDOWS, WHERE REQUIRED BY CODE.

18. SINGLE HUNG, OPERABLE TYPE VINYL WINDOWS, INSULATED FRAME WITH

FACTORY GLAZED, LOW-E INSULATED GLASS UNITS COMPRISED OF 2 LAYERS OF

GLASS - PROVIDE IMPACT RESISTANT GLASS WHERE REQUIRED BY CODE.

WINDOWS SHALL BE ENERGY STAR RATED FOR THE PROPER CLIMATE ZONE.

19. EACH OPEN AREA OF OPERABLE WINDOWS MUST BE SUPPLIED WITH REMOVABLE

SCREENS COVERING THE OPERABLE AREA. SCREEN MATERIAL IS NOT TO BE LESS

THAN 8-8X16 MESH PER INCH.

20. ALL OPERABLE WINDOWS MUST HAVE A SECURITY DEVICE/LOCK.

FINISHES

1. CEILINGS ARE TO BE 1/2" THICK, ANSI/ASTM C30, PAINTED GYPSUM BOARD WITH

TAPE AND ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION.

2. WALLS ARE TO BE 1/2" THICK ANSI/ASTM C30, PAINTED GYPSUM BOARD WITH TAPE

AND ACCESSORIES. (BATHROOM WALL SHALL BE REINFORCED WITH SOLID 2X12

LUMBER FOR POTENTIAL INSTALLATION OF GRAB BARS. REFER TO FLOOR PLANS

FOR REINFORCED WALL LOCATIONS.).

3. MAXIMUM VARIATION OF FINISHED GYPSUM BOARD SURFACE FROM TRUE

FLATNESS OF 1/4 INCH (6.35 MM) IN 4 FEET (1219 MM) IN ANY DIRECTION.

4. BATHROOMS, KITCHEN, WASHER / DRYER CLOSET (ALL WET AREAS), USE

MOISTURE RESISTANT GYPSUM BOARD, ANSI/ASTM C630.

5. CORNER AND EDGE BEADS IS TO BE USG OR APPROVED EQUAL; QUARTER ROUND

OR 90-DEGREE CORNER BEAD;

6. TAPE AND JOINT CEMENT TO BE USG OR APPROVED EQUAL.

PAINT AND COATINGS

7. ALL PAINTS, COATINGS, AND FINISHES ARE TO BE APPLIED IN STRICT ACCORDANCE

WITH MANUFACTURER'S DIRECTIONS AND CARRY A MANUFACTURER'S WARRANTY.

8. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL MAKE CERTAIN THAT THE

SURFACE TO BE COVERED IS IN PROPER CONDITION TO RECEIVE THE FINISH

SPECIFIED. THE COVERAGE OF THE SURFACE SHALL BE HELD TO DENOTE THE

ACCEPTANCE OF THE SURFACE.

9. ALL INTERIOR SPACES ARE TO BE PRIMED AND PAINTED AS SCHEDULED. INTERIOR

PAINTING WILL NOT EXCEED A TOTAL OF THREE PAINT COLORS; ONE WALL COLOR,

ONE CEILING COLOR, AND ONE TRIM COLOR. COLORS TO BE SELECTED FROM

PRE-SELECTED COLOR SCHEMES.

10. EXTERIOR SURFACES TO BE PRIMED AND RECEIVE MINIMUM OF TWO TOP COATS

OF PAINT. COLORS TO BE SELECTED FROM PRE-SELECTED COLOR SCHEMES.

SPECIALTIES

1. BATHROOM ACCESSORIES SHALL BE ASI, AMERICAN STANDARD OR OTHER

APPROVED. ALL BATHROOM ACCESSORIES SHALL BE SUPPLIED BY ONE

MANUFACTURER.

2. TOWEL BARS, TWO (2), 18" LONG REQ.

3. TOILET TISSUE HOLDER, SINGLE ROLL.

4. MIRROR, HEIGHT ABOVE FINISHED FLOOR INDICATED ON DRAWINGS.

5. TUB/SHOWER ENCLOSURE: INSTALL NEW WHITE FIBERGLASS SHOWER/TUB

ENCLOSURE ABLE TO RECEIVE APPROVED GRAB BARS AS INDICATED ON PLANS.

INCLUDE NEW RAMP OVERFLOW AND DRAIN WITH STOP VALVE AND WATER

CONNECTIONS. VALVE MUST BE WASHERLESS AND HIGH-QUALITY

CHROME-PLATED BRASS UNIT WITH SINGLE CONTROL, LEVER TYPE PLUMBING

FIXTURE HANDLES. INSTALL PLUMBING PIPE ACCESS. PROVIDE SHOWER CURTAIN

ROD, BRUSHED CHROME FINISH.

6. N/A

7. SINK FAUCET WITH AERATOR SHOULD MEET IBC 2021 RESIDENTIAL CODE, SECTION

P2903, TABLE 2903.1; CHROME OR BRUSHED CHROME FINISH.

8. TOILETS SHOULD MEET IBC 2021 RESIDENTIAL CODE, SECTION P2903, TABLE 2903.1,

ELONGATED; 17”-19” FLOOR TO BOWL RIM HEIGHT, INCLUDING THE SEAT; CHROME

OR BRUSHED CHROME FINISH HANDLE.

9. SHOWERHEADS TO BE WATERSENSE LABELED (1.8 GALLONS PER MINUTE AT 80 PSI.

CHROME OR BRUSHED CHROME FINISH.

10. STACK REQUIRED. EVERY BUILDING SHALL HAVE AT LEAST ONE STACK THE SIZE OF

WHICH IS NOT LESS THAN 3 INCHES (76MM) IN DIAMETER. SUCH STACK SHALL RUN

UNDIMINISHED IN SIZE AND AS DIRECTLY AS POSSIBLE FROM THE BUILDING DRAIN

THROUGH TO THE OPEN AIR OR TO A VENT HEADER THAT EXTENDS TO THE OPEN

AIR.

11. RA REQUIREMENTS WHEN APPLICABLE, PROVIDE 36" HALLWAYS,WIDE ENOUGH TO

ACCOMMODATE A STANDARD WHEELCHAIR; ADEQUATE TURNING RADIUS FOR A

WHEELCHAIR IN THE KITCHEN; ADEQUATE TURNING RADIUS FOR A WHEELCHAIR IN

BOTH BATHROOMS; ALL DOORS INSTALLED WITH LEVERS INSTEAD OF KNOBS;

EXTERIOR DOORS, ALL BEDROOM.

12. RA-KITCHEN REQUIREMENTS WHEN APPLICABLE, PROVIDE WHEELCHAIR

ACCESSIBLE COOK TOP (KNOBS ON FRONT OF APPLIANCE).

EQUIPMENT

1. ALL EQUIPMENT SHALL BE ENERGY STAR RATED (OR EQUIVALENT). EQUIPMENT

ITEMS TO BE PROVIDED ACCORDING TO THE FOLLOWING SELECTION LIST

(RESIDENTIAL RANGES ARE NOT AVAILABLE AS ENERGY STAR):

a. RANGE: 30" ELECTRICAL RANGE WITH SMOOTH OR COIL TOPS.

b. MICROWAVE UNIT: WITH INTEGRAL EXHAUST FAN AND LIGHT; EXHAUST

TO EXTERIOR.

c. REFRIGERATOR: 18 CUBIC FOOT MINIMUM SIZE UNIT WITH AN ICE-MAKER.

d. SINK: 2 EQUAL SIZED COMPARTMENTS, 22" X 33", 6" DEEP MINIMUM, STAINLESS STEEL FINISH.

e. DISHWASHER AND GARBAGE DISPOSAL: INSTALL 24" BUILT-IN, MULTI-STAGE DISHWASHER; 1/2-HP CONTINUOUS FEED GARBAGE DISPOSAL.

2. DRYER EXHAUST DUCTS FOR CLOTHES DRYERS SHALL TERMINATE ON THE

OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER.

SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. DUCTS SHALL

NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTHER

FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW. CLOTHES DRYER EXHAUST

DUCTS SHALL NOT BE CONNECTED TO A VENT CONNECTOR, VENT OR CHIMNEY.

CLOTHES DRYER EXHAUST DUCTS SHALL NOT EXTEND INTO OR THROUGH DUCTS

OR PLENUMS. CLOTHES DRYER EXHAUST DUCTS SHALL BE SEALED

2. PROVIDE HOOK-UP AND VENTING FOR ELECTRIC CLOTHES WASHER AND DRYER.

DRYER EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE

DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE THE

MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION LOCATION, THE

EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) IN ANY

DIRECTION FROM OPENINGS INTO BUILDINGS, INCLUDING OPENINGS IN

VENTILATED SOFFITS. DRYER EXHAUST VENT CONNECTION SHALL BE TO

EXTERIOR. CLOTHES WASHER AND DRYER ARE NOT IN THE CONTRACT, NOT TO BE

SUPPLIED.

3. VENTING FROM RANGE HOOD SHALL DISCHARGE TO THE OUTDOORS THROUGH

SHEET METAL DUCTS CONSTRUCTED OF GALVANIZED STEEL, STAINLESS STEEL,

ALUMINUM OR COPPER. SUCH DUCTS SHALL HAVE SMOOTH INNER WALLS, SHALL

BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER, AND SHALL BE

INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS.

4. IN OTHER THAN GROUP I-1 AND I-2, WHERE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER’S INSTRUCTIONS AND WHERE MECHANICAL OR NATURAL

VENTILATION IS OTHERWISE PROVIDED IN ACCORDANCE WITH CHAPTER 4 OF THE

2021 IMC, LISTED AND LABELED DUCTLESS RANGE HOODS SHALL NOT BE

REQUIRED TO DISCHARGE TO THE OUTDOORS. DUCTLESS HOODS ARE NOT

ALLOWED AS A APART OF THE PROGRAM REQUIREMENTS. ALL RANGE HOODS ARE

TO BE VENTED TO THE EXTERIOR. REFERENCE NOTE NUMBER 3.

5. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND

CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL PLUMBING CODE, CITY,

COUNTY, AND STATE PLUMBING AND HEALTH CODES AND/OR LOCAL ORDINANCES,

MOST RECENT EDITION.

6. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FILE ALL

NECESSARY DRAWINGS WITH THE CITY AND/OR COUNTY AGENCY HAVING

JURISDICTION.

7. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC AS REQUIRED BY CODE.

ALL WATER PIPING (BOTH HOT AND COLD) SHALL BE PEX (OR APPROVED EQUAL)

AND SHALL BE SIZED AND INSTALLED SO THAT NO RUNNING WATER NOISE IS

AUDIBLE IN PIPING SYSTEM. ALL HOT AND COLD-WATER PIPING SHALL BE

INSTALLED INSIDE OF BUILDING INSULATION TO PREVENT FREEZING. WHERE THIS

IS NOT PRACTICAL, PIPING IS TO BE INSULATED - MINIMUM R-3.5. SWING JOINTS,

EXPANSION LOOPS, AND OFFSETS SHALL BE PROVIDED AS NECESSARY TO ALLOW

FOR EXPANSION OF PIPING.

8. WHERE EXISTING NATURAL GAS SERVICE EXISTS, UTILITY COMPANY SHALL

REMOVE GAS METER AND GAS LINE(S) TO EDGE OF PROPERTY AND CAP SERVICE.

9. PROVIDE HEAVY BRASS HOSE-BIBS WITH INSULATED CUT-OFFS, MOUNT WITH

HANDLES 4" FROM WALL IN LOCATIONS AS SHOWN AND NOTED ON DOCUMENTS.

DO NOT LOCATE HOSE BIB ON FRONT ELEVATION OF HOUSE OR ON PORCHES,

BALCONIES, OR DECKS. U.N.O.

10. PROVIDE ESCUTCHEONS FOR EXPOSED PIPING PASSING THROUGH FLOORS,

WALLS, PARTITIONS, AND CEILINGS. POLISHED, OR BRUSHED CHROME FINISH.

11. CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES REQUIRED

INCLUDING ALL ITEMS SUCH AS TRAPS, SUPPLY TUBING, STOP AND BASIN COCKS,

ETC. ALL FIXTURES SHALL BE FURNISHED AND INSTALLED WITHOUT DAMAGE OR

REPLACED IN CASE OF DAMAGE.

12. ONE 40 GALLON ELECTRIC WATER HEATER - GLASS LINED, QUICK RECOVERY, WITH

A MINIMUM FIVE (5) YEAR WARRANTY. PROVIDE 2-1/2" GALVANIZED, PLASTIC, OR

EQUAL DRAIN PAN. ENERGY STAR RATED; MINIMUM 0.95 EF (ELECTRIC).

13. SINKS, LAVATORIES, WATER CLOSETS, BATHTUBS, STALL SHOWERS (WHERE

REQUIRED), SHOWER HEADS, FITTINGS, TRIM. INSTALL LEVER TYPE PLUMBING

FIXTURE HANDLES. BRUSHED CHROME FINISH ACCESSORIES.

14. BATHTUBS TO BE FIBERGLASS PRE-FABRICATED TUB (30" X 60") OR SHOWER

(WHERE REQUIRED), AS INDICATED ON DRAWINGS.

HEATING VENTILATING AND AIR CONDITIONING

1. ALL WORK SHALL BE PERFORMED BY A LICENSED HVAC CONTRACTOR AND

CONFORM TO REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES.

2. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FILE ALL

NECESSARY DRAWINGS WITH THE CITY AND/OR COUNTY AGENCY HAVING

JURISDICTION.

3. LOCATIONS OF OUTLETS WILL BE COORDINATED WITH LIGHTS AND STRUCTURE ON

THE BASIS OF CURRENT NEC CODES ADOPTED IN NEW MEXICO.

4. PROVIDE PROGRAMMABLE THERMOSTAT.

5. BALANCE SYSTEM AND TEST PERFORMANCE AND OPERATION OF ALL EQUIPMENT

AND MAKE ADJUSTMENTS OR CORRECTIONS REQUIRED FOR PROPER OPERATION.

6. FURNISH AND INSTALL LOW VOLTAGE CONTROL WIRING AND HIGH VOLTAGE

WIRING, INCLUDING CONNECTIONS TO EQUIPMENT.

7. STANDARD ONE (1) YEAR GUARANTEE FOR PARTS AND LABOR. IN ADDITION,

FURNISH A MINIMUM OF FIVE (5) YEAR MANUFACTURER'S WARRANTY FOR

COMPRESSOR, CONDENSER COIL, AND HEAT EXCHANGER.

8. INSULATE RETURN AIR DUCTS WITH SOUND ATTENUATING MATERIAL.

9. REFRIGERANT PIPING TO BE COPPER. PRIMARY CONDENSATE DRAIN TO BE PVC.

RUN TO HUB DRAIN WITH A TRAP PRIMER. AUXILIARY DRAIN PIPING TO BE 1"

PLASTIC. PROVIDE 2" DEEP DRAIN PAN UNDER EQUIPMENT WITH AUTO CUT OFF

FLOAT SWITCH. NOTE THAT MECHANICAL DRAIN LINES CANNOT CONNECT TO

PLUMBING SYSTEM.

10. ALL EQUIPMENT SHALL BE SET ON SUITABLE FOUNDATIONS AND SHALL HAVE

VIBRATION ISOLATION TO PREVENT NOISE. EQUIPMENT INSTALLED OUTSIDE SHALL

BE SET ON PADS AT BASE FLOOD ELEVATION OR IN ACCORDANCE WITH LOCAL

REQUIREMENTS. ALL EQUIPMENT SHALL HAVE MOTOR STARTERS.

11. A COMPLETE CHARGE OF REFRIGERANT AND OIL SHALL BE MAINTAINED

THROUGHOUT THE WARRANTY PERIOD.

12. AFTER THE SYSTEM HAS BEEN COMPLETELY INSTALLED, PROVIDE NECESSARY

TESTING, ADJUSTING, AND OPERATING TO PLACE THE SYSTEM IN SATISFACTORY

OPERATING CONDITION. AFTER FINAL INSPECTION AND APPROVAL, THE SYSTEM

SHALL BE GUARANTEED AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR

A PERIOD OF ONE YEAR.

13. EXTERIOR A/C COMPRESSOR UNIT SHALL BE STRAPPED OR BOLTED TO A

PERMANENT SUPPORT PLATFORM IN ACCORDANCE WITH LOCAL REQUIREMENTS.

14. AIR-CONDITIONING UNITS AND ELECTRIC HEAT PUMP SHALL BE SIZED AND HAVE AN

EFFICIENCY RATING IN ACCORDANCE TO MINIMUM IECC CODE REQUIREMENTS AND

APPROVED ENERGY RATING CALCULATIONS.

15. MECHANICAL VENTILATION NEEDS TO BE PROVIDED, PER IBC 2021 RESIDENTIAL

CODE, CHAPTER 4 VENTILATION, FOR LAUNDRY ROOM OR BATH FAN WITH A

MAKEUP AIR SUPPLY. A CONTROLLED BALANCED MECHANICAL VENTILATION IS

REQUIRED. SEE OPTIONS AS NOTED IN THE 2020 NGBS CERTIFIED SCORING

PATHWAY SECTION 1205.8.

16. THE MINIMUM INSULATION VALUE FOR SUPPLY DUCTWORK IS R-6 IN

SEMI-CONDITIONED SPACE AND R-8 IN UNCONDITIONED SPACE TO COMPLY WITH THE

INTERNATIONAL ENERGY CONSERVATION CODE.

17. DUCT MATERIAL:

a. SUPPLY: FLEX DUCT. MINIMUM R-6 INSULATION WRAP MIN.

b. RETURN: FRAMED PLENUM. FLEX DUCT.

c. REGISTERS: PREFINISHED METAL, OPPOSED BLADE, WHITE.

d. INSULATION: AS REQUIRED BY INTERNATIONAL ENERGY CODE, MOST

RECENT ADOPTED EDITION.

17. ALL HVAC DUCT WORK SHALL BE TAPED AND SEALED WITH MASTIC

18. EXHAUST FAN: PROVIDE EXHAUST FAN/LIGHT COMBINATION ADEQUATE FOR ROOM

SIZE PER MANUFACTURER'S RECOMMENDATION. USE NU-TONE OR EQUAL

SUBSTITUTE APPROVED BY DESIGNER AND MEETING LOCAL REQUIREMENTS. ALL

EXHAUST FANS SHALL HAVE 80 CFM MINIMUM AS REQUIRED BY PROGRAM AND BE

ENERGY STAR RATED. EXHAUST THROUGH ROOF OR SOFFIT EXCEPT ON

TWO-STORY HOUSE EXHAUST THROUGH WALL.

19. MINIMUM MERV 8 FILTERS MUST BE INSTALLED

20. ALL UTILITIES, MACHINERY, AND EQUIPMENT ARE TO BE ELEVATED ABOVE THE

DESIGN FLOOD ELEVATION (DFE) OR DESIGNED AND PROTECTED TO RESIST

DAMAGE BY PREVENTING FLOODWATER FROM ENTERING OR ACCUMULATING

WITHIN THEM IF LOCATED BELOW THE DFE. (ASCE 24-14 CH 7)

21. PLUMBING SYSTEMS BELOW THE DFE SHALL BE DESIGNED WITH AUTOMATIC

BACKFLOW DEVICES (ASCE 24-14 SECTION 7.3.3).

ELECTRICAL

1. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND CONFORM TO

REQUIREMENTS OF NATIONAL ELECTRICAL CODES, STATE AND LOCAL CODES AND

ORDINANCES AND ARCHITECTURAL STANDARDS.

2. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FILE ALL

NECESSARY DRAWINGS WITH THE CITY AND/OR COUNTY AGENCY HAVING

JURISDICTION.

3. CONTRACTOR SHALL SIZE ALL CONDUCTORS, FUSES, AND SWITCHES AS REQUIRED

BY LOADS AND PROVIDE SPACE FOR TWO ADDITIONAL CIRCUITS. LABEL ALL

CIRCUITS IN THE PANEL BOX.

4. ALL 220-VOLT CIRCUITS SHALL BE COPPER. ALL SWITCH LEGS AND 110-VOLT

BRANCH CIRCUITS SHALL BE COPPER, G.E. MULTI-CONDUCTOR, NON-METALLIC

"ROMEX," OR EQUAL. ALL JOINTS SHALL BE CODE APPROVED. CIRCUIT VOLTAGE

DROP SHALL CONFORM TO APPLICABLE CODES.

5. **NO ALUMINUM WIRING SHALL BE USED BEYOND THE PANEL (INTERIOR BRANCH

CIRCUITS OR SWITCH LEGS)**

6. ALUMINUM WIRING MAY ONLY BE USED FROM THE METER TO THE SERVICE PANEL

7. PROVIDE SEPARATE CIRCUITS FOR REFRIGERATOR, DISHWASHER W/ GFCI, RANGE,

AND MICROWAVE OVEN/VENT.

8. PROVIDE MAIN POWER DISCONNECT SWITCH INSTALLED AS REQUIRED BY CODE.

9. PROVIDE INTERIOR BREAKER PANEL ENCLOSURE WITH DOOR AND LATCH AND,

WHERE REQUIRED BY CODE, PROVIDE WITH A MAIN BREAKER. ENCLOSURE SHALL

BE LOCATED 48" ABOVE THE FINISH FLOOR (MAXIMUM) TO THE CENTERLINE OF THE

HIGHEST BREAKER.

10. INSTALL GFCI DEVICE WITHIN 72" OF ANY WATER SOURCE AS SPECIFIED IN

CURRENT IBC, TO INCLUDE DISHWASHER AND WASHER.

11. GFCI RECEPTACLES SHALL BE LABELED IN ACCORDANCE WITH NEC 406.3.

12. ALL SWITCH PLATES ARE TO BE WHITE FACEPLATES, HIGHEST CONTROL NO

HIGHER THAN 48" AFF, EXCEPT AS NOTED IN DOCUMENTS. SWITCH PLATES SHOULD

BE SET AS CLOSE TO DOOR FRAME AS PRACTICAL.

13. ALL CONVENIENCE PLATES ARE TO BE WHITE FACEPLATES, EXCEPT AS NOTED IN

DOCUMENTS.

14. ALL DUPLEX OUTLETS TO BE INSTALLED SUCH THAT THE LOWEST OPERABLE PART

IS NO LOWER THAN 15" AFF, EXCEPT AS NOTED IN DOCUMENTS. COLOR TO MATCH

FACEPLATES.

15. FIXTURES ARE TO BE ENERGY STAR RATED; BRUSHED NICKEL FINISH, UNLESS

NOTED OTHERWISE. REFER TO ELECTRICAL LEGEND FOR REQUIRED FIXTURES

DESCRIPTION. CEILING FANS WITH LIGHT KITS REQUIRED IN BEDROOMS AND LIVING

ROOMS.

16. TYPICAL WALL SWITCH TO BE PROVIDED. COLOR TO MATCH FACEPLATES.

17. FOR TELEVISIONS PROVIDE RG-6 SHIELDED CABLES. PROVIDE FACEPLATE; COLOR

TO MATCH TYPICAL FACEPLATES.

18. FOR TELEPHONES PROVIDE CAT-5 WIRING. PROVIDE FACEPLATE; COLOR TO MATCH

TYPICAL FACEPLATES.

19. PROVIDE SMOKE DETECTOR ALARM WHERE REQUIRED BY CODE. PRODUCT OF

GENTEX # GN-303 SERIES OR OTHER APPROVED. ALARM DEVICES SHALL BE

INTERCONNECTED AND HARDWIRED 120VAC WITH 9VDC OR 10YR BATTERY

BACK-UP AND IN COMPLIANCE WITH UL 217, UL 2034 LISTING AND NFPA 72. DEVICE

SHALL BE INSTALLED PER GOVERNING AUTHORITY BUILDING CODES.

e. NOTE: IF HOUSE IS OCCUPIED BY A PERSON(S) WITH AUDIO/ VISUAL

IMPAIRMENT, PROVIDE SMOKE DETECTOR/ ALARM WITH 90DB HORN AND

FLASHING STROBE LIGHT - GENTEX # 7109-CS-C OR OTHER APPROVED. ALARM

DEVICES SHALL BE INTERCONNECTED AND HARDWIRED 120VAC WITH 9VDC OR

10YR BATTERY BACK-UP AND IN COMPLIANCE WITH UL 217, UL 2034 LISTING.

DEVISE SHALL BE INSTALLED PER GOVERNING AUTHORITY BUILDING CODES

AND NFPA 72.

20. COMBINATION SMOKE DETECTOR / CARBON MONOXIDE DETECTOR ALARM:

PROVIDE WHERE CARBON MONOXIDE DETECTORS ARE REQUIRED BY CODE.

PRODUCT OF GENTEX # GN-503 SERIES OR OTHER APPROVED. ALARM DEVICES

SHALL BE INTERCONNECTED AND HARDWIRED 120VAC WITH 9VDC OR 10YR

BATTERY BACK-UP AND IN COMPLIANCE WITH UL 217, UL 2034 LISTING AND NFPA 72.

DEVICE SHALL BE INSTALLED PER GOVERNING AUTHORITY BUILDING CODES.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR FEES ASSOCIATED WITH

DISCONNECTING AND RECONNECTING UTILITIES. THIS DOES NOT INCLUDE

ACCOUNT SET UP DEPOSIT.

22. 95% HIGH EFFICACY LIGHTING REQUIRED

23. ELECTRIC METERS SHALL BE LOCATED ABOVE THE DESIGN FLOOD ELEVATION

UNLESS THE CONNECTION BETWEEN THE METER AND ELECTRIC LINES EXTENDING

VERTICALLY FROM THE METER IS WITHIN A WATERPROOF ENCLOSURE (ASCE 24-14

SECTION 7.2.3.).

24. MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS AND OTHER SERVICE

EQUIPMENT SHALL BE LOCATED AT OR ABOVE THE REQUIRED FLOOD ELEVATION

REQUIRED IN SECTION R322.2 OR R322.3. OF THE RESIDENTIAL BUILDING CODE.

# DATE DESCRIPTION

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY

FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

ISSUANCE / REVISION

PROJECT LOCATION OR ADDRESS:

CLIENT NAME:

ENGINEERING AND INSPECTIONS, LLC

26-0###

CDBG - DR

NEW MEXICO

G-0.30

AGEING IN PLACE

SWITCH TYP.OUTLETS, DATA, TV,

& TELEPHONE

6' -0

" T

YP

" M

AX

5'-3" MIN.

TUB GRAB BAR

STANDARD

SURFACE MOUNTED

CONTINUOUS TOILET

GRAB BAR, SURFACE

MOUNTED w/ SNAP FLANGE

TO BOTTOM OF

REFLECTIVE

SURFACE

2' -9

'-0

3'-0"

MAX

6'-9" MIN.

TOILET TISSUE

DISPENSER,

SINGLE - SURF- MTD.

1'-6"

MAX

24"

MIN.

1' -1

/2

LINE OF

WALL

1' -1

1/

2"

4'-6" MIN.

2'

-9 " M

IN

3'

-0 " M

AX

3' -4

" M

AX

4' -6

M

AX

.7'

-0

2' -3

BLOCKING,

TYP.

ROLL-IN SHOWER GRAB

BARS, SURFACE MOUNTED

LINE

OF

WALL

24"

2' -1

0"

3' -0

LINE OF

WALL

2' -1

0"

3' -0

3'-4 1/2"

MAX

2' -1

0"

3' -0

1'-6"

2' -1

0"

3' -0

1'-6"

MAX

SINK

4' -0

" A C

C

ES

SI

BL

E 5'

-0 " T

YP

IC

AL

6"

MAX.

TOILET

16"-18"

NOTE:

ADA-TOILETS SHALL HAVE A TOILET SEAT

17"-19" AFF-AND SHALL HAVE CONTROL

VALVES ON THE WIDE SIDE OF THE TOILET

TANK, OPPOSITE OF ADJACENT WALL.

LINE OF

WALL

5' -3

1' -1

1/

2"

3'-9"

NAPKIN DISPOSAL

4 1/2"

LIGHT SWITCH

AT DOOR, TYP.

LINE OF

WALL

9" OF

BOWL

7' -9

" A C

C

ES

SI

BL

E

LINE OF

WALL

BEYOND

9"

CORNER

WALL

9"

6' -0

SINKTOILET & URINAL

LOCATION

OF

CONTROLS

3" -6

2'

-3

M

IN

CONTROL

WALL3'

-3

'-5

4' -9

" M

IN

6' -0

" M

AX

9"

MAX

LOCATION

OF CONTROL

LINE OF

WALL

LINE OF

WALL

BEYOND

FOLDING SHOWER

SEAT, SURFACE

MOUNTED

2'-6"

ACCESSIBLE TUB GRAB BARS

ACCESSIBLE ROLL-IN SHOWER GRAB BARS & SEAT

ACCESSORIES

7' -0

REMOVABLE

SEAT

7' -0

" S

TA

N D

AR

D

WHEN ABOVE

LOWER OUTLET

7' -0

9"

MAX

LINE OF

WALL

BEYOND

LINE OF

WALL

LINE OF

WALL

BEYOND

9'-0" 3'-9"

4' -0

" A D

A

7"-9"

ADJUSTABLE HEIGHT HAND

SHOWER MOUNTED ON

VERTICAL BAR

NOTE:

MATERIALS USED AS BACKERS FOR WALL TILE

IN TUB AND SHOWER AREAS AND WALL

PANELS IN SHOWER AREAS SHALL BE OF

MATERIALS LISTED IN TABLE R702.4.2.

*WHEN REQUIRED BY DISASTER RECOVERY PROGRAM, AND/OR MUNICIPAL CODE, AND/OR BUILDING CODE.

ADJUSTABLE HEIGHT

HAND SHOWER MOUNTED

ON VERTICAL BAR

LINE OF

WALL

BEYOND

TOWEL

BAR, SURFACE

MOUNTED

SHOWER CURTAIN

ROD MOUNTING

HEIGHT, TYP.

STANDARD

SHOWER HEAD

MOUNTING HEIGHT

STANDARD

CONTROLS

MOUNTING HEIGHT

WIRE CORNER

CADDY

(TUB & SHOWER)

WALL

MOUNTED

CORRIDOR SCONCE

WALL

MOUNTED

HAIRDRYER

MIRROR SURFACE

MOUNTED AT PUBLIC

& BOH TOILET

SE

E

N O

TE

TOILET

ACCESSORIES

FRONT VIEW SIDE VIEW FRONT/SIDE VIEW CONTROL WALL VIEW BACK WALL VIEW HEAD WALL VIEW

CONTROL WALL VIEW SIDE VIEW

1' -0

2' -0

# DATE DESCRIPTION

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR UTILIZED IN ANY

FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

ISSUANCE / REVISION

PROJECT LOCATION OR ADDRESS:

CLIENT NAME:

ENGINEERING AND INSPECTIONS, LLC

26-0###

CDBG - DR

NEW MEXICO

01 ROOF PLAN 02 FLOOR PLAN

SCALE SCALE

SQUARE FOOTAGE CALCULATIONS

LOCATION SQUARE FOOTAGE REMARKS

FLOOR PLAN 1,478 SQFT

FRONT PORCH 92 SQFT

SIDE PORCH 45 SQFT

DOOR SCHEDULE

MARK QTY DESCRIPTIONS REMARKS

01 1 3'-0" X 6'-8" 1/2 LITE EXTERIOR

02 1 3'-0" X 6'-8" EXTERIOR

03 6 3'-0" X 6'-8" INTERIOR

04 1 2'-0" X 6'-8" INTERIOR

05 1 (2) 2'-0" X 6'-8" DOUBLE DOOR

06 1 22" X 30" MIN. ATTIC ACCESS 250 POUND LADDER RATING

07 1 3'-0" X 6'-8"

SELF CLOSING WITH A

MINIMUM OF 20 MINUTE FIRE

RATING (VENTED)

08 1 (2) 2'-6" X 6'-8" VENTED (IF GAS

APPLIANCES)

09 1 2'-0" X 6'-8"

VENTED (IF GAS

APPLIANCES)

WINDOW SCHEDULE

MARK QUANTITY DESCRIPTIONS REMARKS

A 7 3'-0" X 5'-0" SINGLE HUNG

B 1 3'-0" X 3'-0" SINGLE HUNG

MASTER

BATH

78 S.F.

9'-0" CLG.

A

A

A

BEDROOM 2

107 S.F.

9'-0" CLG.

LIVING/DI…