CO1 Renovation Repair Plans.pdf

PDF 416 KB Posted Jan 13, 2026

Attached to: RESIDENCE RENOVATION-COLLETON STATE PARK
Solicitation number: 5400029212
Issued by: Colleton County, South Carolina

About this file

Written by GovTribe AI · Jan 13, 2026

This document is a set of architectural renovation and repair plans for a residential project in South Carolina. The plans include detailed specifications for wall demolition, new framing, foundation work, plumbing, electrical, HVAC systems, and interior finishes for a multi-room residence containing a living room, two bedrooms, bathroom, kitchen, dining room, and laundry/mudroom. The project encompasses structural modifications including new sheet rock installation (with moisture-rated materials in the bathroom), interior and exterior wall framing using treated Grade 2 SYP lumber, new foundation work with CMU (concrete masonry unit) construction, and complete replacement of plumbing and electrical systems. The plans specify fixtures including dual vanity sinks, water closets, kitchen sinks, shower/tub combinations, and hose bibs, along with appliances such as stoves, refrigerators, dishwashers, washing machines, and dryers.

The technical specifications require adherence to multiple industry standards including ACI standards for masonry placement, ASTM standards for concrete and rebar, the National Electrical Code (2021 Edition), the International Fuel Gas Code, and the International Mechanical Code. The electrical system design includes a 200-amp main circuit breaker with 1-phase, 120/240-volt service, while the HVAC system specifies a Rheem (or approved equal by Goodman or Payne) AC heat pump outdoor condenser unit with a new multi-position air handler to be installed in the attic. All materials and finishes must be installed per manufacturer recommendations, with the contractor responsible for site protection, damage prevention, final placement confirmation, and obtaining third-party inspections prior to concrete pours. The project requires coordination with the owner and engineer throughout construction, with specific notification requirements 72 hours prior to concrete work.

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Other files

File	Type	Posted
Residence Renovation - Colleton SP.pdf	PDF	Jan 13, 2026
CO1 Roof Shingle Specs.doc	DOC document	Jan 13, 2026
CO1 Sheet Rock Specs.doc	DOC document	Jan 13, 2026
CO1 Rough Carpentry.doc	DOC document	Jan 13, 2026
CO1 Masonry Specs.doc	DOC document	Jan 13, 2026
CO1 Cast in Place Concrete.doc	DOC document	Jan 13, 2026

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WALL DEMOLITION PLAN

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NOT TO SCALE

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EXTERIOR WALL TO BE DEMOLISHED

INTERIOR WALL TO BE DEMOLISHED (TYP)

FRIDGE

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STOVE

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SINK

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DISHWASHER

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ROOM FINISH SCHEDULE

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FLOOR

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LIVING ROOM

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BEDROOMS

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BATHROOM

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KITCHEN

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ROOM

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WALLS

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CEILING

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NOTES

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CARPET

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TILE

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PAINTED

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COLOR BY OWNER

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CARPET

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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DINING ROOM

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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PAINTED

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COLOR BY OWNER

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LAUNDRY/MUD ROOM

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LIVING ROOM

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BEDROOM 1

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BATHROOM

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KITCHEN

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DINING ROOM

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BEDROOM 2

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MUDROOM

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CLOSET

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CLOSET

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CLOSET

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WASHING MACHINE

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DRYER

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NEW FLOOR PLAN

NOT TO SCALE

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STOVE

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SINK

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DISHWASHER

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LIVING ROOM

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BEDROOM 1

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BATHROOM

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KITCHEN

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DINING ROOM

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BEDROOM 2

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MUDROOM

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CLOSET

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CLOSET

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CLOSET

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WASHING MACHINE

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DRYER

AutoCAD SHX Text SHEET ROCK NOTES: 1) ALL WALLS AND CEILINGS IN ROOMS SHALL HAVE NEW SHEET ROCK INSTALLED. DIMENSIONS SHOWN ARE APPROXIMATE ALL WALLS AND CEILINGS IN ROOMS SHALL HAVE NEW SHEET ROCK INSTALLED. DIMENSIONS SHOWN ARE APPROXIMATE AND FOR ESTIMATION PURPOSES. CONTRACTOR SHALL CONFIRM EXACT DIMENSIONS.. 2) BATHROOM SHALL HAVE MOISTURE RATED SHEET ROCK INSTALLED. BATHROOM SHALL HAVE MOISTURE RATED SHEET ROCK INSTALLED. 3) SHEET ROCK SHALL HAVE ALL JOINTS TAPED, SANDED SMOOTH, AND SURFACE PREPARED TO PAINT. SHEET ROCK SHALL HAVE ALL JOINTS TAPED, SANDED SMOOTH, AND SURFACE PREPARED TO PAINT. 4) SEE SPECIFICATIONS FOR ADDITIONAL SHEET ROCK REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL SHEET ROCK REQUIREMENTS. 5) ALL MATERIALS AND FINISHES ARE TO BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATION. ALL MATERIALS AND FINISHES ARE TO BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATION.

AutoCAD SHX Text 12' X 11'

AutoCAD SHX Text 12.75'

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NEW SHEET ROCK PLAN

8"x8"x16" HOLLOW CMU

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#4 REBAR 6" O.C. (TYP)

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#4 REBAR FOR CURTAIN WALL 2' O.C. (TYP)

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CMU WALL TIE (TYP)

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CMU MORTAR FILL (TYP)

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CMU MORTAR JOINT (TYP)

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8"X8"X16" CMU BLOCK (TYP)

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#4 REBAR MAT (TYP)

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#4 REBAR MAT

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CURTAIN WALL PROFILE

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TYPICAL PIER DETAIL

AutoCAD SHX Text MASONRY NOTES: 1. MASONRY SHALL PLACED PER ACI STANDARDS. MASONRY SHALL PLACED PER ACI STANDARDS. 2. MORTAR SHALL BE TYPE S, CMU PIERS SHALL HAVE MORTAR FILL. MORTAR SHALL BE TYPE S, CMU PIERS SHALL HAVE MORTAR FILL. 3. REBAR SHALL BE GRADE 60 AND PLACED AS SHOWN. REBAR SHALL HAVE MINIMUM EMBEDMENT OF 3". REBAR SHALL BE GRADE 60 AND PLACED AS SHOWN. REBAR SHALL HAVE MINIMUM EMBEDMENT OF 3". 4. MASONRY LINTEL SHALL BE SIZED FOR SPAN AS SHOWN. MASONRY LINTEL SHALL BE SIZED FOR SPAN AS SHOWN. 5. PLACE CMU WALL TIES AS NEEDED BETWEEN CURTAIN WALL AND PIER. PLACE CMU WALL TIES AS NEEDED BETWEEN CURTAIN WALL AND PIER. 6. DOUBLE AND TRIPLE JOISTS SHALL BE SECURED TO MASONRY USING SIMPSON POST BRACKETS. BRACKETS SHALL BE SIZED DOUBLE AND TRIPLE JOISTS SHALL BE SECURED TO MASONRY USING SIMPSON POST BRACKETS. BRACKETS SHALL BE SIZED ACCORDINGLY SECURE POST BRACKETS INTO CMU MORTAR FILL. 7. NEW CURTAIN WALL SHALL MATCH ELEVATION OF EXISTING CURTAIN WALL. NEW CURTAIN WALL SHALL MATCH ELEVATION OF EXISTING CURTAIN WALL.

AutoCAD SHX Text FOUNDATION NOTES: 1. ELEVATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED ON SITE WITH OWNER AND ENGINEER. ELEVATIONS ARE TAKEN ELEVATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED ON SITE WITH OWNER AND ENGINEER. ELEVATIONS ARE TAKEN FROM BENCHMARK GROUND ELEVATION OF THE POWER POLE SET AT 0'. AREA IS MARKED WITH FLAGGING SHOWING THE APPROXIMATING LAYOUT. CONTRACTOR RESPONSIBLE FOR FINAL PLACEMENT. 2. FOUNDATION SHALL BE PLACED ACCORDING TO DRAWING, WITH THE TOP OF FOOTING PLACED AT ELEVATION SHOWN. LAYOUT SHALL FOUNDATION SHALL BE PLACED ACCORDING TO DRAWING, WITH THE TOP OF FOOTING PLACED AT ELEVATION SHOWN. LAYOUT SHALL BE INSPECTED BY THIRD PARTY INSPECTOR PRIOR TO CONCRETE POUR. OWNER, ENGINEER AND THIRD PARTY INSPECTOR SHALL BE NOTIFIED 72 HOURS PRIOR TO CONCRETE POUR. THIRD PARTY INSPECTOR SHALL BE ONSITE FOR CONCRETE POUR. 3. ALL CONCRETE WORK SHALL CONFORM TO LATEST A.C.I. STANDARDS. ALL MASONRY WORK SHALL BE PERFORMED BY QUALIFIED ALL CONCRETE WORK SHALL CONFORM TO LATEST A.C.I. STANDARDS. ALL MASONRY WORK SHALL BE PERFORMED BY QUALIFIED MASON LICENSED TO PERFORM WORK IN SOUTH CAROLINA. 4. CONCRETE SHALL BE 3000 PSI MINIMUM, FIBER REINFORCED @ 2LB FIBER PER YARD. SEE SPECIFICATIONS FOR CONCRETE MIX CONCRETE SHALL BE 3000 PSI MINIMUM, FIBER REINFORCED @ 2LB FIBER PER YARD. SEE SPECIFICATIONS FOR CONCRETE MIX REQUIREMENTS. 5. CONCRETE SAW CUTS SHALL BE 1/8" WIDE AND 1/4 DEPTH OF SLAB. EXACT SAW CUT LAYOUT SHALL BE COORDINATED WITH CONCRETE SAW CUTS SHALL BE 1/8" WIDE AND 1/4 DEPTH OF SLAB. EXACT SAW CUT LAYOUT SHALL BE COORDINATED WITH OWNER AND ENGINEER ON SITE. 6. ALL REINFORCEMENT SHALL HAVE MINIMUM EMBEDMENT COVERAGE OF 3". ALL REINFORCEMENT SHALL HAVE MINIMUM EMBEDMENT COVERAGE OF 3". 7. REBAR SHALL CONFORM TO ASTM A 615 AND BE GRADE 60. NO FIELD BENDING OF BARS IS ALLOWED. 90 BENT CORNER BARS REBAR SHALL CONFORM TO ASTM A 615 AND BE GRADE 60. NO FIELD BENDING OF BARS IS ALLOWED. 90° BENT CORNER BARSSHALL BE USED IN ALL CORNERS ON ALL BARS. 8. REBAR LAP SPLICES SHALL HAVE LENGTH OF 50D. REBAR LAP SPLICES SHALL HAVE LENGTH OF 50D. 9. REBAR TIES SHALL BE 16 GAUGE MINIMUM, ANNEALED TYPE. REBAR TIES SHALL BE 16 GAUGE MINIMUM, ANNEALED TYPE. 10. MASONRY JOINT REINFORCEMENTS SHALL CONFORM TO ASTM A 951/A 951M. MASONRY JOINT REINFORCEMENTS SHALL CONFORM TO ASTM A 951/A 951M. ASTM A 951/A 951M. . 11. VAPOR BARRIER SHALL BE 10 MIL POLYETHYLENE SHEETING AND CONFORM TO ASTM C171. VAPOR BARRIER SHALL BE 10 MIL POLYETHYLENE SHEETING AND CONFORM TO ASTM C171. 12. EXISTING SUB-GRADE SHALL BE COMPACTED TO 98% MODIFIED PROCTER. EXCAVATED SOILS NOT USED IN BACKFILL SHALL BE EXISTING SUB-GRADE SHALL BE COMPACTED TO 98% MODIFIED PROCTER. EXCAVATED SOILS NOT USED IN BACKFILL SHALL BE EVENLY GRADED ALONG EXTERIOR OF FOUNDATION. 13. MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C 270. ALL PIERS SHALL BE MORTAR FILLED AND CAPPED. PORTIONS OF MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C 270. ALL PIERS SHALL BE MORTAR FILLED AND CAPPED. PORTIONS OF CURTAIN WALL WHERE REBAR EXTENDS FROM CONCRETE FOOTER SHALL BE MORTAR FILLED AND CAPPED. SEE CONCRETE MASONRY UNITY SPECIFICATIONS. ELEVATION ASSUME MORTAR BED OF 1/2" PER COURSE. 14. CONCRETE MASONRY UNITS (CMU'S) SHALL CONFORM TO ASTM C 140. CMU'S SHALL BE PLACED IN RUNNING BOND. SEE CONCRETE CONCRETE MASONRY UNITS (CMU'S) SHALL CONFORM TO ASTM C 140. CMU'S SHALL BE PLACED IN RUNNING BOND. SEE CONCRETE MASONRY UNIT SPECIFICATIONS FOR PLACEMENT, MORTAR BED AND REINFORCEMENT SPECIFICATIONS. 15. CMU REINFORCEMENTS SHALL BE USED PER A.C.I. LATEST EDITION. WALL TIES SHALL BE 22 GAUGE MIN AND PLACED AS SHOWN. CMU REINFORCEMENTS SHALL BE USED PER A.C.I. LATEST EDITION. WALL TIES SHALL BE 22 GAUGE MIN AND PLACED AS SHOWN. TRUSS REINFORCEMENT SHALL BE 9 GAUGE MIN AND PLACED AS SHOWN. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SITE DURING CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SITE DURING CONSTRUCTION ACTIVITIES. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SITE AND STRUCTURE AT NOT COST TO OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SITE AND STRUCTURE AT NOT COST TO OWNER.

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6" #57 STONE (TYP)

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6" #57 STONE (TYP)

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10 MIL VAPOR BARRIER (TYP)

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10 MIL VAPOR BARRIER (TYP)

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CMU TRUSS REINFORCEMENT (TYP)

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TOP OF FOOTER ELEVATION -X

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BOTTOM OF FOOTER ELEVATION -X

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TOP OF PIER ELEVATION -0.45

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TOP OF FOOTER ELEVATION -X

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BOTTOM OF FOOTER ELEVATION -X

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TOP OF CURTAIN WALL ELEVATION -0.45

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NEW FOOTING AND CMU CURTAIN WALL

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NEW MASONRY PIER

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NEW FOUNDATION PLAN

2"X10" LEDGER

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2"X8" JOIST

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JOIST HANGER

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2"X8" JOIST

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JOIST HANGER

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TRIPLE 2"X8" JOIST

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2"X8" JOIST

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DOUBLE 2"X8" SILL

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JOIST HANGER

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3" RING SHANK NAIL (TYP)

AutoCAD SHX Text FRAMING NOTES: 1. ALL LUMBER SHALL BE TREATED GRADE 2 SYP. TREATMENT SHALL BE AWPA ALL LUMBER SHALL BE TREATED GRADE 2 SYP. TREATMENT SHALL BE AWPA 3B OR EQUIVALENT. 2. ALL HARDWARE SHALL BE GALVANIZED STEEL. ALL HARDWARE SHALL BE GALVANIZED STEEL. 3. JOIST HANGERS SHALL USE HARDWARE ACCORDING TO MANUFACTURERS JOIST HANGERS SHALL USE HARDWARE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 4. DOUBLE AND TRIPLE JOISTS SHALL BE NAILED AS SHOWN. WOOD GLUE SHALL DOUBLE AND TRIPLE JOISTS SHALL BE NAILED AS SHOWN. WOOD GLUE SHALL BE APPLIED BETWEEN BOARDS.

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(2) 2"X4" TOP PLATE

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FINISH- SEE SCHEDULE

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2"X4" STUD 16" OC

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2"X4" BOTTOM PLATE

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R11 BATT INSULATION BETWEEN ALL 2"X4" STUD

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NEW FRAMED INTERIOR WALL SECTION

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NOT TO SCALE

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3 ROWS 2"X4" BLOCKING EQUALLY SPACED

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DOUBLE/TRIPLE JOIST NAIL DETAIL

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LEDGER DETAIL

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JOIST TO SILL DETAIL

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JOIST TO TRIPLE JOIST CONNECTION

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METAL DRIP EDGE, (ON ALL EDGES OF PERIMETER)

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6" FASCIA BOARD 1"X6" TREATED

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NEW SIDING

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PERFORATED SOFFIT

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NEW TRIM

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TYPICAL ROOF AND SOFFIT DETAIL

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NTS

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TRUSS PLATE AS NECESSARY

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ROOF SHEATHING

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SHINGLES W/ UNDERLAYMENT

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NEW EXTERIOR WALL

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SUB-FASCIA BOARD

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(2) 2"X4" TOP PLATE

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FINISH- SEE SCHEDULE

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2"X4" STUD 16" OC

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2"X4" BOTTOM PLATE

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R11 BATT INSULATION BETWEEN ALL 2"X4" STUD

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NEW FRAMED WALL SECTION

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NOT TO SCALE

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3 ROWS 2"X4" BLOCKING EQUALLY SPACED

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NEW EXTERIOR SIDING

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NEW DRYWALL

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NEW 2"X10" RAFTER

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NEW 2"X4" KNEE WALL WITH TOP AND BOTTOM PLATES AS SHOWN

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EXISTING 2"X6" RAFTER

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EXISTING EXTERIOR WALL

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NEW ROOF RAFTER SECTION

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NOT TO SCALE

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EXISTING VERTICAL TIMBER

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NEW RAFTER CLIP

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EXISTING BOTTOM CHORD

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NOTCH 2"X10" RAFTER AS NECESSARY

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NEW 2"X10" RAFTER (TYP) 12" O.C.

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NEW INTERIOR WALL

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NEW ROOF RAFTER PLAN

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NOT TO SCALE

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EXISTING RIDGE LINE (TYP)

NEW KNEE WALL (TYP)

V-1

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FIXTURE DESIGNATION

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BATHROOM VANITY SINK

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FIXTURE TYPE

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DUAL VANITY SINK, ROUND BOWL, STANDARD FAUCETS.

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DESCRIPTION

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SAN

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VENT

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NONE

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REMARKS

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SERVICE CONNECTION

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WC-1

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WATER CLOSET

AutoCAD SHX Text WATER CLOSET SHALL BE EQUAL TO KOHLER DEVONSHIRE , WHITE, VITREOUS CHINA, 1.25 GPF MAX, MODEL # 98992-0 OR APPROVED EQUAL, FLOOR MOUNTED, BOTTOM OUTLET. SEAT SHALL BE EQUAL TO BEMIS MODEL 9400SSCT, WHITE, OPEN FRONT. WATER CLOSET SHALL BE PROVIDED WITH CHROME PLATED SUPPLY EQUAL TO McGUIRE #173.

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FIXTURE RIM TO FINISHED FLOOR MOUNTING HEIGHT SHALL BE 15".

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KITCHEN SINK

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SHOWER HEAD AND FAUCET TO BE MOUNTED AT UNIT RECOMMENDED LOCATIONS.

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PLUMBING FIXTURE SCHEDULE - SUPPLY PRODUCTS SPECIFIED OR APPROVED EQUAL

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SHOWER/TUB UNIT

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SHOWER UNIT TO BE SHOWER/TUB COMBINATION UNIT.

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WC-1

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STAINLESS STEEL SINK, STANDARD FAUCET WITH SPRAYER

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HOSE BIB

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HB-1

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LEAD FREE BRASS HOSE BIB/SILLCOCK

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FRIDGE

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STOVE

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SINK

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DISHWASHER

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TWH

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HB-1

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WASHING MACHINE

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DRYER

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NEW PLUMBING PLAN

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NOT TO SCALE

CONNECT TO EXISTING WATER SERVICE

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STOVE

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SINK

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DISHWASHER

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TWH

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FIXTURE DESIGNATION

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BATHROOM VANITY SINK

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FIXTURE TYPE

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DUAL VANITY SINK, ROUND BOWL, STANDARD FAUCETS.

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DESCRIPTION

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SAN

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VENT

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NONE

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REMARKS

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SERVICE CONNECTION

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WC-1

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WATER CLOSET

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FIXTURE RIM TO FINISHED FLOOR MOUNTING HEIGHT SHALL BE 15".

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KITCHEN SINK

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SHOWER HEAD AND FAUCET TO BE MOUNTED AT UNIT RECOMMENDED LOCATIONS.

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PLUMBING FIXTURE SCHEDULE - SUPPLY PRODUCTS SPECIFIED OR APPROVED EQUAL

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SHOWER/TUB UNIT

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SHOWER UNIT TO BE SHOWER/TUB COMBINATION UNIT.

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WC-1

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STAINLESS STEEL SINK, STANDARD FAUCET WITH SPRAYER

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HOSE BIB

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HB-1

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LEAD FREE BRASS HOSE BIB/SILLCOCK

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WASHING MACHINE

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DRYER

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NEW 4" GRAVITY SEWER

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NEW SEWER PLAN

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NOT TO SCALE

CONNECT TO EXISTING GRAVITY SEWER

1 PHASE

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3 WIRE

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200A MINIMUM BUS SIZE

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200A MAIN CIRCUIT BREAKER

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22,000 MINIMUM AIC RATING

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NEMA 4X ENCLOSURE

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SURFACE MOUNTING

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GROUND BAR

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DRYER

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FRIDGE

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LIVING ROOM

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KITCHEN

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LOAD

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CCT

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PANEL DETAIL

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CCT

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WATER HEATER

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HVAC HANDLER

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SYMBOL DESCRIPTION

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NEW RECEPTACLE, DUPLEX, 15A, WALL MOUNTED GFI RECEPTICLE,

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NEW RECEPTACLE, DUPLEX, 15A, WALL MOUNTED RECEPTACLE,

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GFI

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HUBBELL # GF-5262I, MOUNTED @ ACCESSIBLE HEIGHT

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NEW EXTERIOR RECEPTACLE, DUPLEX, 15A, WALL MOUNTED GFI RECEPTACLE,

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MOUNTED @ 12" FROM FLOOR

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LIGHT/EXHUAST FAN COMBO FOR BATHROOM

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DINING ROOM

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NEW CEILING FAN WITH LIGHT, PER OWNER

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NEW EXHAUST FAN

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NEW LIGHT FIXTURE

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GFI

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MOUNTED @ 12" FROM FLOOR

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NEW EXTERIOR LIGHT FIXTURE

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NEW LIGHT SWITCH

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BEDROOM 1

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BEDROOM 2

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BATHROOM

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NEW COAX BOX

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NEW SMOKE DETECTOR

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NEW EXTERIOR FLOOD LIGHT FIXTURE

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RANGE

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NEW LIGHT FIXTURE

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AutoCAD SHX Text ELECTRICAL NOTES NOTES: 1) OUTLET, LIGHT AND SWITCH TO BE INSTALLED IN ATTIC SPACE, NEAR ATTIC ENTRY. OUTLET, LIGHT AND SWITCH TO BE INSTALLED IN ATTIC SPACE, NEAR ATTIC ENTRY. 2) NEW DISCONNECT SHALL INSTALLED FOR AIR HANDLER TO BE PLACED IN ATTIC. NEW DISCONNECT SHALL INSTALLED FOR AIR HANDLER TO BE PLACED IN ATTIC. 3) NEW DISCONNECT SHALL BE PLACED NEAR FOR NEW HVAC CONDENSER NEAR EXISTING LOCATION. NEW DISCONNECT SHALL BE PLACED NEAR FOR NEW HVAC CONDENSER NEAR EXISTING LOCATION. 4) ALL EXTERIOR FLOODLIGHTS SHALL BE WIRED TO THE SINGLE SWITCH AS SHOWN. ALL EXTERIOR FLOODLIGHTS SHALL BE WIRED TO THE SINGLE SWITCH AS SHOWN. 5) ALL WORK SHALL COMPLY WITH NATIONAL ELECTRIC CODE (2021 EDITION)ALL WORK SHALL COMPLY WITH NATIONAL ELECTRIC CODE (2021 EDITION)

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HVAC CONDENSER

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FLOOD LIGHTS

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WC-1

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FRIDGE

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STOVE

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SINK

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DISHWASHER

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EXTERIOR OUTLETS

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GFI

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GFI

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GFI

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GFI

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GFI

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GFI

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GFI

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WASHING MACHINE

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DRYER

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NEW ELECTRICAL PLAN

SYMBOL

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DESCRIPTION

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UNIT SIZE (MAX BTU)

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TYPE

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ELECTRICAL DATA

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AC HEAT PUMP

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OUTDOOR CONDENSER

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HVAC SCHEDULE

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MCA

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VOLTAGE

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MANUFACTURER AND MODEL #

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RHEEM --- OR APPROVED EQUAL BY GOODMAN OR PAYNE

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ACCESSORIES NOTES

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DUCTING SIZE.

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HVAC

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AutoCAD SHX Text HVAC NOTES: 1) ALL PRODUCTS USED SHALL BE BY SAME MANUFACTURER. ALL PRODUCTS USED SHALL BE BY SAME MANUFACTURER. 2) ALL GAS LINES SHALL BE RUN ACCORDING TO INTERNATIONAL FUEL GAS CODE (IFGC) LATEST O.S.E. ADOPTED EDITION. ALL GAS LINES SHALL BE RUN ACCORDING TO INTERNATIONAL FUEL GAS CODE (IFGC) LATEST O.S.E. ADOPTED EDITION. 3) BREAKER AMP SERVICE PROVIDED AS APART OF BASE BID FOR AIR HANDLER W/ ELECTRIC HEAT STRIPS. HEAT STRIPS SHALL BE SIZED BY HVAC CONTRACTOR. BREAKER AMP SERVICE PROVIDED AS APART OF BASE BID FOR AIR HANDLER W/ ELECTRIC HEAT STRIPS. HEAT STRIPS SHALL BE SIZED BY HVAC CONTRACTOR. 4) HVAC RETURNS SHALL BE SIZED BY HVAC CONTRACTOR BASED ON AIR HANDLER SIZE AND MANUFACTURERS WRITTEN RECOMMENDATIONS. HVAC RETURNS SHALL BE SIZED BY HVAC CONTRACTOR BASED ON AIR HANDLER SIZE AND MANUFACTURERS WRITTEN RECOMMENDATIONS. 5) EXISTING AIR HANDLER SHALL BE REMOVED AND REPLACED. NEW AIR HANDLER SHALL BE INSTALLED IN ATTIC. HANDLER SHALL BE MULTI-POSITION UNIT. AIR HANDLER EXISTING AIR HANDLER SHALL BE REMOVED AND REPLACED. NEW AIR HANDLER SHALL BE INSTALLED IN ATTIC. HANDLER SHALL BE MULTI-POSITION UNIT. AIR HANDLER SHALL BE INSTALLED PER INTERNATIONAL MECHANICAL CODE, LATEST OFFICE OF STATE ENGINEERS ADOPTED EDITION. 6) ALL EXISTING DUCTING SHALL BE REMOVED AND REPLACED. ALL EXISTING DUCTING SHALL BE REMOVED AND REPLACED. 7) ALL NEW DUCTING SHALL BE RUN IN CEILING AND INSTALLED PER INTERNATIONAL MECHANICAL CODE, LATEST O.S.E. ADOPTED EDITION. ALL NEW DUCTING SHALL BE RUN IN CEILING AND INSTALLED PER INTERNATIONAL MECHANICAL CODE, LATEST O.S.E. ADOPTED EDITION. 8) CONTRACTOR RESPONSIBLE FOR ALL FITTINGS, CONNECTIONS, AND ADDITIONAL APPURTENANCES REQUIRED FOR A COMPLETE AND PROPERLY FUNCTIONING HVAC SYSTEM. CONTRACTOR RESPONSIBLE FOR ALL FITTINGS, CONNECTIONS, AND ADDITIONAL APPURTENANCES REQUIRED FOR A COMPLETE AND PROPERLY FUNCTIONING HVAC SYSTEM. 9) ALL HVAC COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. ALL HVAC COMPONENTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. 10) THERMOSTAT SHALL BE INSTALLED IN HALLWAY. EXACT LOCATION TO BE DETERMINED BY OWNER. THERMOSTAT SHALL BE BY HONEYWELL OR APPROVED EQUAL. THERMOSTAT SHALL BE INSTALLED IN HALLWAY. EXACT LOCATION TO BE DETERMINED BY OWNER. THERMOSTAT SHALL BE BY HONEYWELL OR APPROVED EQUAL. 11) HVAC SHALL BE WIRED TO DESIGNATED HVAC BREAKERS IN PANEL.HVAC SHALL BE WIRED TO DESIGNATED HVAC BREAKERS IN PANEL.

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AIR HANDLER W/ HEAT STRIPS

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AIR HANDLER

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AutoCAD SHX Text 230/1/60

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RHEEM --- OR APPROVED EQUAL BY GOODMAN OR PAYNE

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WC-1

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FRIDGE

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STOVE

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SINK

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DISHWASHER

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HVAC RETURN (SEE NOTES)

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HVAC VENT (TYP) (SEE NOTES)

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NEW HVAC PLAN

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