2-Palm House Renovation - CD 091825.pdf

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DETAIL TAG

EXTERIOR ELEVATION TAG

SECTION TAG

INTERIOR ELEVATION TAG

PARTITION TYPE TAG

RE: PARTITION SCHEDULE, A7.05

A7.06SHEET NUMBER

DETAIL NUMBER

ARCHITECTURAL GENERAL NOTES:

1. THIS BUILDING IS A HISTORIC STRUCTURE. SPECIAL CARE SHALL BE

TAKEN TO PROTECT THE BUILDING STRUCTURE, WALLS, WINDOWS,

DOORS, FINISHES AND ALL OTHER ELEMENTS TO REMAIN FROM ANY

DAMAGE DURING RELOCATION AND CONSTRUCTION.

2. THE FOLLOWING NOTES APPLY TO ALL ARCHITECTURAL DRAWINGS.

FOR NOTES APPLICABLE TO ALL DRAWINGS OF ALL DISCIPLINES,

REFER TO THE PROJECT MANUAL AND DRAWINGS IN THEIR ENTIRETY

FOR FURTHER INFORMATION.

3. ALL PARTS OF THE WORK – INCLUDING MATERIALS, METHODS,

ASSEMBLIES, ETC – MUST COMPLY WITH THE MINIMUM

REQUIREMENTS OF THE GOVERNING REGULATIONS OF ALL FEDERAL,

STATE, DISTRICT AND LOCAL AUTHORITIES HAVING JURISDICTION

OVER THE PROJECT AS WELL AS THOSE GREATER REQUIREMENTS

INDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE

CONTRACT DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT

WORK CONTRARY TO A GOVERNING REGULATION.

4. THE ARCHITECTURAL DRAWINGS ARE PART OF A MORE

ENCOMPASSING SET OF DOCUMENTS THAT CONSIST OF ALL

DRAWINGS IN THE INDEX OF DRAWINGS ON COVER SHEET. THE WORK

DESCRIBED ON DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED

BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE

AND MAY REQUIRE REFERENCE TO THE DRAWINGS OF ANOTHER

DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND

SHOULD NOT BE DISTRIBUTED OR UTILIZED BY ANY CONTRACTOR OR

SUB-CONTRACTOR ON THE JOB. ANY PARTY FOUND TO BE WORKING

FROM A PARTIAL SET OF DOCUMENTS SHOULD BE DISMISSED FROM

THE CONSTRUCTION SITE UNTIL A FULL SET OF DOCUMENTS ARE

OBTAINED AND GENERAL CONTRACTOR OR CONSTRUCTION

MANAGER SHALL REVIEW ALL WORK OF PARTY IN VIOLATION FOR

CONFORMANCE WITH CONSTRUCTION DOCUMENTS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR OR CONSTRUCTION MANAGER

TO REVIEW AND COORDINATE THE WORK WITH ALL SUB-

CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS PRIOR TO COMMENCING

CONSTRUCTION AND TO ASSURE ALL PARTIES ARE AWARE OF ALL

REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS

OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE

WORK OF THAT PARTY.

5. AS PART OF THE CONTRACTOR’S OR CONSTRUCTION MANAGER’S

RESPONSIBILITY, THEY ARE TO UNDERSTAND THE CONTRACT

DOCUMENTS AND COORDINATE THE WORK OF ALL SUB-

CONTRACTORS, TRADES AND SUPPLIERS AS REQUIRED TO MEET THE

CONTRACT OBLIGATIONS FOR THE PROJECT. THE CONTRACTOR OR

CONSTRUCTION MANAGER SHALL ENDEAVOR TO IDENTIFY AND

NOTIFY, IN WRITING, THE ARCHITECT/DESIGN TEAM OF ANY

CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES AT THE

EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND

ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT

DELAYING THE WORK. ALL DEVIATION FROM THAT WHICH IS

REQUIRED BY THE CONTRACT DOCUMENTS MUST BE REVIEWED AND

APPROVED BY THE ARCHITECT.

6. THE ARCHITECTURAL DRAWINGS SHALL ESTABLISH AND COORDINATE

THE FINISHED APPEARANCE AND LOCATION OF ALL EXPOSED

ELEMENTS OF THE WORK FOR ALL TRADES, INCLUDING THAT WORK

WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER

DISCIPLINES. LOCATIONS SHOWN ON OTHER DISCIPLINE’S DRAWINGS

ARE SCHEMATIC AND REQUIRE COORDINATION WITH ARCHITECTURAL

DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL TAKE

PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION

OF ALL PARTS OF THE WORK. IF THE EXACT LOCATION IS NOT GIVEN

IN ARCHITECTURAL THEN A REQUEST FOR INFORMATION SHALL

FOLLOW TO VERIFY EXACT LOCATION. EXCEPTIONS: DIMENSIONED

LOCATION SHOWN ON DRAWINGS OF OTHER DISCIPLINES SHALL

GOVERN ONLY WHERE: A. SPECIFICALLY AND INDIVIDUALLY

INDICATED BY SYMBOL, KEYED NOTE OR NOTATION ON THE

ARCHITECTURAL DRAWINGS. B. OCCURRING WITHIN A ROOM OR

OTHER IDENTIFIED SPACE FOR WHICH ARCHITECTURAL SHEET OR

SCHEDULE NOTES INDICATE THAT DIMENSIONS PROVIDED

ELSEWHERE SHALL GOVERN.

7. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND

CIVIL DRAWINGS FOR THE DETAILS OF DESIGN FOR THOSE

DISCIPLINES OF WHICH A PORTION OF THE WORK MAY BE SHOWN ON

THE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL VERIFY AND

CORRELATE ALL DIMENSIONS ON THE JOB SITE. USE DIMENSIONS

INDICATED. DO NOT SCALE DIMENSIONS ON DRAWINGS.

8. ANY WORK THAT INVOLVES CUTTING OR DAMAGE TO EXISTING

CONDITIONS SHALL BE REPAIRED TO MATCH EXISTING.

9. ALL REFERENCES TO CONTRACTOR IN THE FOLLOWING NOTES SHALL

REFERENCE THE INVOLVED PARTY BEING GENERAL CONTRACTOR,

CONSTRUCTION MANAGER AND/OR SUBCONTRACTOR AND THEIR

SUBCONTRACTORS.

10. ALL REFERENCES TO OWNER SHALL REFERENCE THE OWNER OR THE

OWNER’S APPOINTED AGENT.

11. THE CONTRACTOR SHALL SUBMIT A WORK PLAN FOR ALL SCOPES OF

WORK FOR OWNER AND ARCHITECT APPROVAL, INCLUDING BUT NOT

LIMITED TO COMMUNICATION, SAFETY, RISK, CHANGE, CLOSE-OUT

AND QUALITY MANAGEMENT PLAN.

DEFINITIONS & TERMINOLOGY:

1. "TYPICAL" “TYP.”: UNLESS NOTED OTHERWISE, MEANS IDENTICAL FOR

ALL CONDITIONS, WHICH MATCH ORIGINAL CONDITION INDICATED.

2. "SIMILAR" “SIM.”: MEANS COMPARABLE CHARACTERISTICS FOR THE

CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION OF

CONDITIONS, WHICH VARY FROM TYPICAL OR SIMILAR CONDITION

INDICATED.

3. "OPPOSITE HAND" “O.H.”: MEANS CONDITION IS MIRROR IMAGE OF

DETAILED REFERENCED.

4. "ALIGN": MEANS ALIGNMENT OF SIMILAR COMPONENTS OF

CONSTRUCTION (WALLS, JAMBS, ETC.), WHICH ARE ADJACENT OR THE

COMPONENTS SHALL BE IN LINE WITH EACH OTHER ACROSS VOIDS.

DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH PLUS/MINUS

TOLERANCE.

5. “CLR.”: MEANS “CLEAR”

6. “O.T.O”: MEANS “OUT TO OUT”

7. "U.N.O.": MEANS "UNLESS NOTED OTHERWISE"

8. "O.P.O.I.": MEANS "OWNER PROVIDED, OWNER INSTALLED"

9. "O.P.C.I.": MEANS "OWNER PROVIDED, CONTRACTOR INSTALLED"

10. "C.P.O.I.": MEANS "CONTRACTOR PROVIDED, OWNER INSTALLED"

11. "C.P.C.I.": MEANS "CONTRACTOR PROVIDED, CONTRACTOR

INSTALLED"

SITE NOTES:

1. RESTORE VEGETATION ON SITE TO EXISTING LANDSCAPE AREAS AND

EXPOSED EARTHWORK DISTURBED/EXPOSED DUE TO

CONSTRUCTION.

2. THE CONTRACTOR’S USE OF THE PREMISES SHALL COMPLY WITH THE

CONTRACT DOCUMENTS.

3. ADDITIONAL OR ALTERNATIVE STAGING AREAS MAY BE ARRANGED

THROUGH COORDINATION WITH OWNER AND ARCHITECT PRIOR TO

CONTRACTOR MOBILIZATION.

4. CONTRACTORS' AND CONSTRUCTION MATERIALS SHALL BE

DELIVERED AT ENTRY DETERMINED IN PRE CONSTRUCTION MEETING.

5. APPROXIMATE LOCATION OF STAGING AREA FOR THE MOVED

STRUCTURE AT THE NEW SITE IS SHOWN. VERIFY THAT THE STAGING

AREA IS FREE OF CONSTRUCTION OBSTACLES AND SITE UTILITIES. IF

NOT SHOWN, COORDINATE WITH OWNER PRIOR TO COMMENCEMENT

OF WORK.

6. IF CONTRACTOR STAGING AREA DOES NOT REQUIRE FENCING, THE

CONTRACTOR SHALL STILL PROVIDE SIGNAGE, TAPE BARRICADE

AND/OR WARNING LIGHTS AS REQUIRED TO DESIGNATE THESE

AREAS. PROVIDE FOR PUBLIC SAFETY AT ALL TIMES ON

CONSTRUCTION SITE.

7. COORDINATE WITH OWNER FOR SPECIAL PERMITS REQUIRED FOR

ANY OBSTRUCTIONS OR TEMPORARY BLOCKAGE OF DRIVEWAYS OR

PARKING AREAS AS REQUIRED DURING CONSTRUCTION TO

ACCOMPLISH WORK.

8. COORDINATE WITH OWNER AND ARCHITECT NUMBER AND LOCATION

OF LIMITED PARKING SPACES ADJACENT TO CONSTRUCTION SITE.

LOCATE CONTRACTOR'S FIELD OFFICE AND STORAGE TRAILERS

WITHIN FENCED AREA. FENCING TO BE PROVIDED, MAINTAINED AND

SECURED BY CONTRACTOR AS SPECIFIED.

9. REMOVE ALL EXISTING CONSTRUCTION, APPURTENANCES &

LANDSCAPING WITHIN THE FOOTPRINT OF NEW CONSTRUCTION.

10. CONTRACTOR IS TO CONSTRUCT ALL NEW GRADES AS INDICATED.

ASSUME A CONSTANT SLOPE BETWEEN RELATIVE NEW SPOT

ELEVATIONS.

11. SLOPE GRADE AWAY FROM NEW BUILDING A MINIMUM OF 1/2" PER

FOOT FOR 10'. SLOPE NEW IMPERVIOUS SURFACES

(SIDEWALKS/PAVING/FLATWORK) AWAY FROM BUILDING A MINIMUM OF

1/8" PER FOOT.

12. LOCATE & MARK ALL UTILITIES PRIOR TO BEGINNING ANY

CONSTRUCTION. NOTIFY UNDERGROUND UTILITY COMPANIES 48

HOURS PRIOR TO ANY EXCAVATION. REPAIR ANY DAMAGED UTILITY

LINES AT CONTRACTOR'S EXPENSE.

13. THE LIMITS OF CONSTRUCTION SHALL INCLUDE BUT NOT BE LIMITED

TO 12' OUTSIDE OF ANY CONSTRUCTED OR RENOVATED AREA, NOT TO

EXTEND BEYOND THE PROPERTY LINE.

14. STOCKPILING OF EXCAVATED OR FILL MATERIAL WILL BE LIMITED TO

AN AREA AS LOCATED ON-SITE BY THE ARCHITECT AND APPROVED BY

OWNER.

DEMOLITION NOTES:

1. PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO

PREVENT DAMAGE TO THE EXISTING STRUCTURES TO REMAIN AND

WHERE DEMOLITION WORK IS PREPARATORY TO CONSTRUCTION.

2. NO EXISTING STRUCTURAL MEMBERS SHALL BE DISTURBED OR

REMOVED WITHOUT SPECIFIC DIRECTION OF THE ENGINEER &

ARCHITECT.

3. PROTECT EXISTING SURROUNDING AREAS, STRUCTURES, AND

SURFACES THAT ARE TO REMAIN. THIS SHALL PREVENT DAMAGE

DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL

REPAIR AND REPLACE ANY DAMAGE DURING THE COURSE OF THE

WORK.

4. COORDINATE ALL DEMOLITION ACTIVITIES WITH THE APPROPRIATE

TRADE, AGENCY, UTILITY COMPANY, ETC., AS REQUIRED.

5. ITEMS NOT INTENDED FOR REUSE OR DELIVERY TO THE OWNER WILL

BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY

REMOVED FROM THE JOB SITE. CONSULT WITH THE OWNER AND

ARCHITECT CONCERNING ANY MATERIALS, EQUIPMENT OR OTHER

ITEMS, SUCH AS CHALKBOARDS, BEFORE DISPOSAL TO ENSURE THAT

THE ITEM HAS NO VALUE TO THE OWNER.

6. PROTECT ALL EXISTING UTILITY SERVICE LINES, INDICATED OR NOT,

AND REPAIR AND REPLACE ANY DAMAGED UTILITY SERVICE LINES.

7. NOTIFY THE OWNER BEFORE THE INTERRUPTION OF UTILITY SERVICE.

8. ALL ITEMS, MATERIALS AND EQUIPMENT TO BE REMOVED SHALL BE

REMOVED BY PERSONNEL SKILLED IN THE TRADE OF ERECTING THE

WORK TO BE REMOVED.

9. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF

ANY DEFECTS IN THE CONSTRUCTION UNCOVERED DURING

DEMOLITION WORK SO THAT THE NECESSARY REPAIRS OR

REPLACEMENT CAN BE MADE. REPORT IMMEDIATELY TO THE

ARCHITECT ANY CONDITIONS UNCOVERED DURING THE DEMOLITION

WORK WHICH MAY DICTATE UNFORESEEN CHANGES IN THE WORK TO

BE PROVIDED. THE ARCHITECT SHALL PREPARE REVISED OR

ALTERNATE DRAWINGS WHICH MAY BE REQUIRED.

10. THE EXISTING BUILDING AND SITE CONTAINS ACTIVATED MEP

SERVICES AND INSTALLATIONS WHICH MAY BE CONCEALED. CUT OFF,

DISCONTINUE, DEACTIVATE PRIOR TO CUTTING INTO THE WORK.

PROVIDE SAFE AND SUITABLE BY-PASS LINES AS REQUIRED.

11. CUTTING AND PATCHING SHALL FOLLOW ALL THE REQUIREMENTS OF

THE CONTRACT DOCUMENT AND ACCOUNT FOR EXISTING

CONDITIONS. CONTRACTOR MUST PROVIDE SUBMITTAL FOR CUTTING

AND PATCHING PRIOR TO COMMENCING WORK.

12. THE DEMOLITION PLAN IS SCHEMATIC IN NATURE AND NOT INTENDED

AS AN EXHAUSTIVE ACCOUNT OF ALL ITEMS TO BE REMOVED.

INSTALLATION OF NEW WORK MAY REQUIRE DEMOLITION OF EXISTING

WORK. COORDINATE EXACT SCOPE OF DEMOLITION TO

ACCOMMODATE ALL NEW WORK.

13. CONTRACTOR SHALL COORDINATE DEMOLITION OF ALL EXISTING

UTILITY SERVICE WITH THE COMPANIES PROVIDING SERVICE PRIOR

TO BIDDING. OWNER SHALL ONLY PAY COST, DIRECT TO SERVICE

PROVIDER, FOR THEIR PORTION OF WORK. ANY OTHER COST

ASSOCIATED WITH REQUIRED SERVICES TO REMAIN ACTIVE SHALL BE

INCLUDED AS PART OF THE SCOPE OF WORK.

14. CONTRACTOR MUST PROVIDE A SUBMITTAL ACCOMPANIED BY WORK

PLAN FOR DEMOLITION. THE CONTRACTOR SHALL MEET WITH OWNER

AND ARCHITECT, WELL IN ADVANCE TO COMMENCEMENT OF WORK,

TO REVIEW AND COORDINATE THE SUBMITTAL AND WORK PLAN.

15. ALL ABANDONED UTILITIES SHALL BE CAPPED OFF BELOW SURFACE.

FLAG LOCATION OF CONTINUATION OF UNDERGROUND UTILITIES

OUTSIDE THE BOUNDARIES OF SCOPE OF WORK FOR OWNER.

16. ANY FOUNDATIONS REMOVED SHALL BE TO BOTTOM OF GRADE BEAM.

BREAK OFF TOPS OF PIERS BELOW GRADE BEAM AND ABANDON IN

PLACE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL NOTES

FOR FURTHER NOTES.

17. OWNER SHALL TAG ANY TREES THAT ARE NOT TO BE REMOVED

WITHIN THE AREA OF WORK. BID PER PLANS FOR REMOVAL AND

COORDINATE WITH OWNER ON CREDIT FOR TAGGED TREES OUTSIDE

THE SCOPE INDICATED IN DRAWINGS.

18. PROVIDE ALL NECESSARY REQUIREMENTS OF SW3P INCLUDING SILT

FENCING, OTHER EROSION BARRICADES AND TREE PROTECTION.

RENOVATION NOTES:

1. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR

CARPET, FURNISHINGS, AND FINISHES IN EXISTING AREAS NOT

DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE

CONSTRUCTION MANAGER AND/OR CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS

WORK OR ANY SUBCONTRACTOR.

2. THE CONTRACTOR SHALL MEET WITH THE OWNER'S AUTHORIZED

REPRESENTATIVE WELL IN ADVANCE OF CONSTRUCTION

COMMENCEMENT TO: A. SCHEDULE, SEQUENCE AND COORDINATE

ALL WORK. B. MAINTAIN EXITS AND EGRESS WIDTHS REQUIRED BY

CODES DURING ALL PHASES OF CONSTRUCTION

3. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS OF AS-BUILT

CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY

DISCREPANCIES. ALL INFORMATION SHOWN WITHIN THE CONTRACT

DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE

ORIGINAL OR AS-BUILT CONSTRUCTION DOCUMENTS OF THE FACILITY,

AS PROVIDED BY THE OWNER.

4. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF

EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED

FOR THE INSTALLATION OF THE NEW ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING AND ELECTRICAL WORK.

5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY

CONSTRUCTION DEFECTS FOUND IN UNCOVERING WORK IN THE

EXISTING CONSTRUCTION.

6. REMOVE MECHANICAL AND ELECTRICAL FIXTURES AND CAP OR

REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL

AND ELECTRICAL DOCUMENTS.

FLOOR PLAN NOTES:

1. CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS ON

THE JOB SITE. USE DIMENSIONS AS INDICATED. ANY DIMENSIONAL

CHANGES SHALL REQUIRE NOTIFICATION OF ARCHITECT IN WRITING

PRIOR TO COMMENCING WITH ANY WORK. DO NOT SCALE

DIMENSIONS ON DRAWINGS.

2. ALL FLOOR PLAN DIMENSIONS ARE TO THE GRID LINES OR THE

CENTERLINE OF COLUMNS AND BEAMS, THE FACE OF STUDS,

FURRING OR CONCRETE MASONRY UNITS, AND WINDOW MULLIONS,

UNLESS NOTED OTHERWISE, (U.N.O.)

3. MASONRY DIMENSIONS ARE NOMINAL AND INCLUDE AN ALLOWANCE

FOR A +/- 3/8" MORTAR JOINT, U.N.O. DIMENSIONS AT MASONRY

OPENINGS ARE NOTED M.O. AND THE ACTUAL OPENING DIMENSION

WILL INCLUDE 3/8" FOR THE MORTAR JOINT.

4. DIMENSIONS NOTED AS CLR. (CLEAR) AND O.T.O. (OUTSIDE TO

OUTSIDE) ARE TO FACE OF FINISHED WALL.

5. NOTIFY THE ARCHITECT, IN WRITING, IMMEDIATELY OF

DISCREPANCIES IN THE DRAWINGS, BETWEEN THE DRAWINGS AND

THE SPECIFICATIONS OR BETWEEN THE DRAWINGS AND ACTUAL JOB

CONDITIONS WHICH AFFECT THE EXECUTION OF THE WORK AS

INTENDED. THE ARCHITECT WILL ISSUE A CLARIFICATION OR

PREPARE ALTERNATE DOCUMENTS WHICH MAY BE REQUIRED.

EXTERIOR ELEVATION NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY WATERTIGHT SOLUTIONS

FOR OPENINGS (WINDOWS, FIREPLACE, DUCTWORK PENETRATIONS,

ETC) AND OTHER EXPOSED AREAS DUE TO DEMOLITION (THE

NORTHFACING WALL WITH INTERIOR FINISH, ROOF OPENINGS) UNTIL

RENOVATION WORK IS COMPLETE.

INTERIOR ELEVATIONS NOTES:

1. CONTRACTOR SHALL PROTECT EXISTING FINISHES FROM CONDITIONS

RESULTING FROM MOVING THE STRUCTURE TO THE NEW SITE. SEE

NOTE 1 UNDER FINISH SECTION BELOW.

FINISH NOTES:

1. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR ALL

FINISHED SURFACES THROUGHOUT THE CONSTRUCTION. IT IS THE

CONTRACTOR’S RESPONSIBILITY TO MAKE SURE FINISHES ARE NOT

DAMAGED BY OTHER TRADES. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY COST TO REPAIR OR REPLACE THE FINISHES

TO MEET THE OWNER’S APPROVAL.

DOOR NOTES:

1. ALL DOORS ARE TO BE CAREFULLY SECURED FOR THE MOVE TO THE

NEW SITE.

WINDOW/GLAZING NOTES:

1. WINDOWS AND DOOR LITES ARE TO BE CAREFULLY REMOVED AND

STORED FOR LATER RE-FURBISHING AND RE-USE IN THE NEXT PHASE

OF WORK. COORDINATE WITH OWNER/ARCHITECT ON LOCATION FOR

STORING WINDOWS DURING AND AFTER THE MOVE TO NEW SITE.

ROOFING NOTES:

1. CONTRACTOR TO CAREFULLY REMOVE EXISTING ADJACENT ROOF

CAREFULLY AND LIMIT DAMAGE TO EXISTING PALM HOUSE ROOF

DURING DEMOLITION.

2. PROVIDE TEMPORARY WATERTIGHT SOLUTION FOR ANY EXPOSED

AREAS OF THE ROOF /ATTIC AREA POST DEMOLITION.

3. PROVIDE ADEQUATE BRACING/SUPPORT TO ROOF STRUCTURE FOR

THE MOVE TO THE NEW SITE.

PROJECT LOCATION

ROUND ROCK, TEXAS

PROJECT LOCATION

ROUND ROCK, TEXAS

PROJECT LOCATION

3300 E PALM VALLEY BLVD

ROUND ROCK, TX 78665

Palm House Renovation

OWNER

City of Round Rock 212 Commerce Blvd.

Round Rock, Texas 78664 rlomas@roundrocktexas.gov

ARCHITECT

Heimsath Architects 2104 Greenwood Ave Austin, Texas 78723 cbh@heimsath.com

PROJECT LOCATION:

PROJECT IMAGE:

SHEET INDEX:

SYMBOL LEGEND:

ARCHITECTURAL

ST

AT

E:

R

EG

IO

N

C

IT

Y:

A1 COVER SHEET

AD2.1 DEMOLITION PLAN AND ELEVATIONS, NOTES

A2.1 FLOOR PLAN AND NOTES

A3.1 REFLECTED CEILING PLAN AND ROOF PLAN

A5.1 EXTERIOR ELEVATIONS

A6.1 BUILDING SECTION AND INTERIOR ELEVATIONS

A7.1 DOOR AND WINDOW ELEVATIONS AND DETAILS

A7.2 ROOF DETAILS

MECHANICAL ENGINEER

Encotech

8500 Bluffstone Cove, Suite B-103 Austin, Texas 78759 travis.mattingly@eec-tx.com

MECHANICAL

M000 MECHANICAL GENERAL NOTES

M001 MECHANICAL LEGENDS & ABBREVIATIONS

M051 MECHANICAL SPECIFICATIONS

M052 MECHANICAL SPECIFICATIONS

M053 MECHANICAL SPECIFICATIONS

M054 MECHANICAL SPECIFICATIONS

M101 MECHANICAL BUILDING PLAN

M201 MECHANICAL SCHEDULES

M301 MECHANICAL DETAILS

M302 MECHANICAL DETAILS

M401 MECHANICAL CONTROLS

ELECTRICAL

E000 ELECTRICAL GENERAL NOTES AND LEGEND

E051 ELECTRICAL SPECIFICATIONS

E052 ELECTRICAL SPECIFICATIONS

E101 ELECTRICAL BUILDING PLAN

E201 ELECTRICAL SCHEDULES

E301 ELECTRICAL DETAILS

3300 PALM VALLEY BOULEVARD

ROUND ROCK, TEXAS 78665

STRUCTURAL

STRUCTURAL ENGINEER

KSS ENGINEERS

280 Westbury Lane

Georgetown, Texas 78633 ken.su@kssengineers.com

S0.1 GENERAL STRUCTURAL NOTES

S0.2 GENERAL STRUCTURAL NOTES, ABBREVIATIONS, & SPECIAL

INSPECTIONS

SD1.2 FOUNDATION PLAN - DEMOLITION

S2.0 FOUNDATION PLAN

S2.1 FIRST FLOOR FRAMING PLAN

S2.2 FIRST FLOOR FRAMING PLAN

S3.0 CONCRETE DETAILS

S6.0 STEEL & WOOD DETAILS

S6.1 STEEL & WOOD DETAILS

S6.2 WOOD DETAILS

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Revisions No./Date/Remarks

©2025 Heimsath Architects

09/18/2025

A5.1

A5.1

A5.1

A5.1

7.2

7.2

7.2

7.2

7.2

PROTECT EXISTING PALM HOUSE STRUCTURE

DURING SELECTIVE DEMOLITION

REMOVE HIPPED ROOF FRAMING. PROTECT

ROOF STRUCTURE UNDERNEATH

REMOVE EXIST. GUTTER AND

DOWNSPOUTS

REMOVE EXIST. GUTTER AND

DOWNSPOUT

REMOVE EXIST. GUTTER AND

DOWNSPOUT

REMOVE HIPPED

ROOF FRAMING

AD2.1

AD2.1

AD2.1

AD2.1

3 A6.1

8 A6.1

9 A6.1

REMOVE TERMITE DAMAGED

BEAM AT FOUNDATION

REMOVE EXIST. COLUMNS,

TYP.

REMOVE EXISTING FRONT

PORCH FRAMING AND WOOD

DECKING

REMOVE EXIST. DOOR

REMOVE AND SALVAGE EXIST.

WINDOWS

REMOVE TERMITE DAMAGED

FRAMING AND SIDING

EXISTING J-BOX/DUPLEX

OUTLET, TYP.

ROOM 2

ROOM 1

101 PORCH 1

ENTRY

EXIST. CHIMNEY

TO REMAIN

REMOVE EXIST. COLUMNS,

TYP. OF 6

REMOVE EXISTING

FRONT PORCH

FRAMING & WOOD

DECKING

REMOVE EXIST. 4X4

BEAM

REMOVE AND SALVAGE

EXIST. STONE BASE

REMOVE EXIST.

CONCRETE PIERS

AT PORCH

EXIST. WINDOW TO BE REMOVED

AND REFURBHISHED, TYP. OF 4

REMOVE EXIST. NON-

HISTORIC DOOR

REMOVE EXISTING

CAMERA

REMOVE EXISTING CAMERA

REMOVE EXISTING

J BOXES & COVER PLATES

REMOVE EXISTING

J BOXES & COVER PLATES

PROTECT EXISTING ROOF STRUCTURE

DURING HIPPED ROOF DEMOLITION

EXIST. CHIMNEY

TO REMAIN

REMOVE EXIST.

PORCH COLUMNS

REMOVE EXIST. 4X4 BEAM

REMOVE EXIST. FRONT

PORCH FRAMING AND

WOOD DECKING

REMOVE EXIST.

CONCRETE PIERS

AT PORCH EXIST. WINDOW TO BE

REINSTALLED

ASSESS AND REPAIR

TERMITE DAMAGE

REMOVING SIDING

EXTENSION

PROTECT EXISTING ROOF STRUCTURE

DURING HIP ROOF DEMOLITION

EXIST. CHIMNEY

TO REMAIN

REMOVE EXIST. 4X4 BEAM

REMOVE EXIST. COLUMNS

REMOVE EXIST. FRONT

PORCH FRAMING AND

WOOD DECKING

REMOVE EXIST.

IRRIGATION CONTROLLER

REMOVE EXIST. CONCRETE

PIERS AT PORCHEXIST. WINDOW TO BE REMOVED

AND REFURBHISHED

DEMOLISH EXISTING SECURITY

CAMERA AND ASSOCIATED

CABLING

REMOVING SIDING

EXTENSION

PROTECT EXISTING ROOF STRUCTURE

DURING HIPPED ROOF DEMOLITION

EXIST. CHIMNEY

TO REMAIN

EXIST. WINDOW TO BE REMOVED

AND REFURBISHED

ASSESS AND REPAIR

TERMITE DAMAGE

ASSESS AND REPAIR

TERMITE DAMAGE EXIST. DOORS TO BE REMOVED

AND REFURBISHED

EXIST. DOORS TO BE REMOVED

AND REFURBISHED

N N

SCALE: 1/8" = 1'-0"2 ROOF PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"1 FIRST FLOOR - DEMOLITION

SCALE: 1/8" = 1'-0"4 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"5 EAST ELEVATION SCALE: 1/8" = 1'-0"6 WEST ELEVATION

SCALE: 1/8" = 1'-0"3 NORTH ELEVATION

GENERAL NOTES:

THIS BUILDING IS A RECORDED HISTORIC TEXAS LANDMARK. SPECIAL CARE

SHALL BE TAKEN TO PROTECT THE BUILDING STRUCTURE, ALL ELEMENTS, ALL

FINISHES AND ALL OF THE CONTENTS FROM ANY DAMAGE DURING

CONSTRUCTION.

1. PRIOR TO PROPOSAL SUBMISSION, THE CONTRACTOR SHALL VISIT THE SITE

TO REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH THE SCOPE OF

WORK AND ADJACENT AREAS TO ASCERTAIN THE DIFFICULTIES WHICH WILL

AFFECT THE EXECUTION OF THE WORK OF THIS CONTRACT.

2. SUBMISSION OF A PROPOSAL WILL ALSO BE CONSTRUED AS EVIDENCE THAT

THE CONTRACTOR ACKNOWLEDGES THAT THE PLANS ARE SUFFICIENT TO

DO THE WORK AND A SITE EXAMINATION HAS BEEN MADE. LATER CLAIMS

WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS

REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE

BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. PROVIDING A BID

FOR THE WORK IS ACKNOWLEDGING THAT PLANS ARE SUFFICIENT TO DO

THE WORK.

3. REFER TO THE PROJECT MANUAL FOR ADDITIONAL INFORMATION ON THIS

PROJECT. THE PROJECT MANUAL AND DRAWINGS ARE COMPLIMENTARY AND

TOGETHER DESCRIBE THE SCOPE OF WORK.

4. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK AND

INFORM THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS AND THE INFORMATION SHOWN IN THESE DOCUMENTS.

5. UNLESS SPECIFICALLY NOTED OTHERWISE, DIMENSIONS ON THE DRAWINGS

ARE TO THE FACE OF STUDS, EDGES OF SLABS AND MASONRY, AND

CENTERLINE OF STRUCTURAL ELEMENTS.

6. DO NOT SCALE DRAWINGS. REQUEST DIMENSION CLARIFICATIONS FROM

THE ARCHITECT.

7. FIELD VERIFY DIMENSIONS AND COORDINATE WORK AS IT PROGRESSES.

INFORM ARCHITECT OF POTENTIAL CONFLICTS.

8. COMPLY WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. NOTIFY THE

ARCHITECT OF CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND

REGULATORY REQUIREMENTS.

9. CONTRACTOR TO PROVIDE ALLOWANCE TO REMOVE AND OR REPLACE

ROTTED WOOD JOISTS AND REPAIR TERMITE DAMAGE AS NECESSARY. SEE

LINE ITEMS #2 AND #3 ON THE BID FORM.

GENERAL DEMOLITION NOTES:

1. CONTRACTOR TO COORDINATE WORK OF VARIOUS DISCIPLINES AND

REPORT ANY CONFLICTS OR DISCREPANCIES PRIOR TO BEGINNING

WORK.

2. FULL EXTENT OF REQUIRED DEMOLITION MAY NOT BE INDICATED ON

THIS PLAN. PROVIDE ALL DEMOLITION WORK EVEN WHERE NOT

SPECIFICALLY INDICATED FOR A COMPLETELY FINISHED PROJECT.

3. MAINTAIN RECORD DRAWINGS OF ALL SITE WORK. NOTE ANY

DISCREPANCY BETWEEN THESE DRAWINGS AND ACTUAL FIELD

CONDITION ESPECIALLY WHERE HIDDEN.

4. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION. TAKE CARE TO NOT

ENCROACH INTO ADJACENT AREAS NOT WITHIN THE SCOPE OF WORK.

PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, CABINETRY,

MILLWORK, ETC. THAT ARE TO REMAIN.

5. CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS TO

ENSURE MINIMUM INTERFERENCE WITH STREETS, SIDEWALKS, AND

OTHER ADJACENT OCCUPIED SPACES. COMPLY WITH LOCAL

JURISDICTION REQUIREMENTS FOR RECYCLING AND TREATMENT OF

ITEMS TO BE RECYCLED.

6. UPON COMPLETION OF WORK, CLEAN AREAS TO A UNIFORM CONDITION

REMOVING ALL DEBRIS, DUST PARTITIONS AND ASSOCIATED MATERIALS

USED DURING THE DEMOLITION. THIS INCLUDES AREAS IMPACTED BY

THE DEMOLITION AND THAT OTHERWISE WOULD NOT BE PART OF THE

SCOPE OF WORK.

7. THE OWNER'S HAZARDOUS MATERIALS REPORT WILL BE PROVIDED TO

THE CONTRACTOR AND SHOULD BE KEPT ON THE JOB SITE. THE

CONTRACTOR SHALL TAKE THE APPROPRIATE MEASURES IN

COORDINATING THE REMOVAL OF ALL HAZARDOUS MATERIALS ON THE

SITE AS OUTLINED IN THE TEXAS HEALTH PROTECTION RULES (TAHPR).

8. PROTECT ALL HISTORIC FABRIC TO REMAIN IN PLACE DURING

CONSTRUCTION. ANY DAMAGE WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO REPAIR.

9. HISTORIC BUILDING ELEMENTS AND FEATURES TO BE REFURBISHED

ARE TO BE CAREFULLY REMOVED, MARKED AND CAREFULLY HANDLED

DURING TRANSPORTATION AND REFURBISHMENT. ANY DAMAGE WILL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR.

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Sheet Number

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Date:

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Revisions No./Date/Remarks

A

A

A1

A1

'-8

41/2

7'-

4" 41/2

'-7

'-2

1/2

6'-0"RAMP TO SLOPE AT 1:12 MAX -

LENGTH WILL VARY DEPENDING ON GRADE

6'-6"16'-13/4"8'-0"

7'-

1/4

7'-

1/4

7'-

1/4

7'-

1/4

7'-

1/4

'-4

1/2

'-2

3/4

7"

5'- 0"

A5.1

A5.1

A5.1

A5.1

1 A6 .1

3 A6.1

8 A6.1

9 A6.1

3 A2 .1

5 A2 .1

4 A2 .1

NEW STEPS AND HANDRAILSNEW STEPS AND HANDRAILS

NEW CHAMFERED

COLUMN TO MATCH

HISTORIC, TYP.

NEW ENGAGED

CHAMFERED COLUMN TO

MATCH HISTORIC, TYP. OF 2

REBUILD PORCH AND

INSTALL NEW WOOD

DECKING. RE:

STRUCTURAL

REPLACE ROTTED/TERMITE

DAMAGED 2X BEAM WITH NEW

GLULAM. RE: STRUCTURAL

REPLACE/REPAIR ALL

TERMITE DAMAGED WOOD

INSTALL NEW WOOD SIDING AND

TRIM TO MATCH EAST AND WEST

ELEVATIONS.

REFURBISH, REPAIR,

AND REATTACH

FIREPLACE SURROUND

NEW LANDING AND RAMP. RE:

STRUCTURAL. DECKING TO MATCH

PORCH

NEW CONCRETE LANDING. PROVIDE

ACCESSIBLE PATH FROM HANDICAP

PARKING

NEW WOOD DECK WITH

METAL HANDRAILS

NEW WOOD DECK WITH

METAL HANDRAILS

EXISING J-BOX/DUPLEX OUTLET, TYP. -

RE: ELECTRICAL

UP

REFURBISH, REPAIR,

AND REATTACH

FIREPLACE SURROUND

REPLACE BEAM

NEW LANDING AND RAMP. RE:

STRUCTURAL. DECKING TO MATCH

PORCH

REPAIR MISALIGNED FRAMING AND SIDING

INSTALL NEW CRAWLSPACE

HATCH ROOM 2

ROOM 1

PORCH 1

REAR DECK

ENTRY

A1

NEW FIRE BRICKNEW FIRE BRICK

REBUILD PORCH WITH

NEW FRAMING AND

DECKING. RE:

STRUCTURAL

FILL

EXISTING

GRADE

NEW CONCRETE

FOOTING RE:

STRUCTURAL

NEW LIMESTONE

SKIRTING

REBUILD PORCH WITH

NEW FRAMING AND

DECKING RE:

STRUCTRUAL

11"

TYP

1/2"

7" TY

P NEW STEPS

NEW CONCRETE PAD,

REFER TO STRUCTURAL

TREADS TO MATCH

DECKING MATERIAL

FINISHED GRADE

NOTCHED STRINGER,

REFER TO STRUCTURAL

31/2

2'- 81/2

1'-0"

3'- 0"

MI

N, T

YP

RE

FE

R

TO

S

TR

UC

TU

RA

L

6"

GR

AV

EL

ACCESSIBLE PATH

LOWER CONCRETE LANDING

NEW HANDRAIL, 1-1/2" OD

METAL PIPE

TOP LANDING TO MATCH

FINISH FLOOR OF PORCH

COMPACT FILL DOWN

TO ORIGINAL GRADE

NEW FOOTING,

REFER TO STRUCTURAL

7'- 8"

FI

EL

D

VE

RI

Y

4"

SQUARE

4"

4" 1/2

1/2

2" 1/2

1/2

4" 1/2

1/2

11/2

2'- 6"

3'-

1'-

4"

REPLICATED CHAMFERED

WOOD COLUMN

TO BE PAINTED

PLAN OF HALF

COLUMN @ CABIN

WALL

PLAN OF

COLUMN @

FRONT PORCH

N

SCALE: 1/4" = 1'-0"1 FIRST FLOOR

SCALE: 1 1/2"= 1'-0"

3 STONE SKIRTING

SCALE: 1 1/2"= 1'-0"

4 PORCH STEPS

SCALE: 1/2" = 1'-0"

5 ACCESSIBLE RAMP

SCALE: 1 1/2"= 1'-0"6 NEW COLUMN

SCOPE OF WORK:

SITE WORK:

• GRADE SITE AROUND BUILDING FOR PROPER DRAINAGE AND HANDICAP

ACCESS. SEE LINE ITEM #4 ON THE BID FORM.

DEMOLITION:

WALL

• REMOVE PHONE BOX AT WEST ELEVATION.

CONCRETE:

MASONRY:

BACKFILL TO APPROXIMATE ORIGINAL GRADE IN HISTORIC PHOTO.

METAL:

• NEW DECORATIVE METAL HANDRAILS AT HANDICAP RAMP AND PORCH

STEPS

WOOD, PLASTICS AND COMPOSITES:

• CONTRACTOR TO PROVIDE AN ALLOWANCE FOR ROTTED/TERMITE

DAMAGED OUTER BEAM AT NORTH WALL

• REMOVE AND REPLACE ALL TERMITE DAMAGED ROTTED WOOD

FRAMING AT NE CORNER.

• INSTALL NEW CHAMFERED COLUMNS TO MATCH ORIGINAL

CONFIGURATION AND LOCATION AT FRONT PORCH

ORIGINAL

HATCH COVER

• REPAIR, STRAIGHTEN AND ALIGN FIRE PLACE MANTLE

THERMAL AND MOISTURE PROTECTION

OPENINGS:

PROVIDE NEW HARDWARE TO MATCH HISTORIC

• RECREATE ORIGINAL FRONT DOOR

FINISHES:

• REPAIR ANY DAMAGED AREAS OF EXISTING WOOD FLOOR. CLEAN AND

WAX FLOOR.

• PAINT ALL WOOD INTERIOR AND EXTERIOR, INCLUDING SIDING,

COLUMNS, TRIM, WINDOWS, DOORS, SHUTTERS AND SKIRTING. SEAL

AND PAINT ALL WOOD DECKING AND STEPS.

SPECIALITIES:

• REINSTALL EXISTING STOVE & STOVE PIPE

MECHANICAL:

• PROVIDE AND INSTALL NEW SPLIT HVAC SYSTEM IN ATTIC

ELECRICAL:

WIRING IN EACH ROOM AND AT PORCHES

NEW SIGNAGE:

PROVIDE NEW BLOCKING BETWEEN

PIERS AND FLOOR FRAMING

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Revisions No./Date/Remarks

MS

DOWN LIGHT

WALL LIGHT

EXIT SIGN

WALL MOUNTED EXIT SIGN

MOTION SENSOR

SUPPLY AIR

RETURN AIR

RCP SYMBOL LEGEND

A5.1

A5.1

A5.1

A5.1

7.2

7.2

7.2

7.2

7.2

EXTEND EXISTING RAKE TO

MATCH OPPOSITE SIDE OF

CHIMNEY

NEW CHIMNEY CAP

NEW GUTTER

NEW GUTTER

RIDGE

NEW CEDAR SHAKES

EXISTING FRONT PORCH

A A

A A

A A

A A

A A

L

REINFORCE CEILING

FRAMING TO SUPPORT NEW

HVAC UNITRE: STRUCTURA

INSTALL NEW ACCESS

PANEL BETWEEN JOISTS.

ADJUST LOCATION OF HVAC

UNIT SO THAT NO JOISTS

ARE CUT. SALVAGE CEILING

WOOD FOR REUSE RE:

STRUCTURAL.

ROOM 2

ROOM 1

PORCH 1

ENTRY

PATCH CEILING TO

MATCH EXISTING

CEILING, TYP.

PATCH CEILING AT

LOCATION OF EXISTING

JUNCTION BOX

PATCH CEILING TO MATCH

EXISTING.CEILING, TYP.

PATCH CEILING AT

LOCATION OF EXISTING

JUNCTION BOX

REPLACE BEAM RE:

STRUCTURAL

EXISTING BEADED

BOARD CEILING TO

REMAIN

NEW WALL SCONCEREMOVE EXISTING

ROOF HATCH AND

PATCH CEILING TO

MATCH EXISTING

EXISTING FLUE FOR STOVE -

REPLACE WITH NEW:

REINFORCE CEILING

FRAMING AS NECESSARY TO

SUPPORT LIMESTONE

CHIMNEY IN ATTIC RE:

STRUCTURAL

NEW HVAC VENTS, TYP.

RE: MECHANICAL

NEW LIGHTING, TYP.

RE: ELECTRICAL

SCALE: 1/4" = 1'-0"

2 ROOF PLAN

SCALE: 1/4" = 1'-0"

3 REFLECTED CEILING PLAN

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Revisions No./Date/Remarks

NEW WOOD SKIRTING, TYP.

NEW STEPS AND HANDRAILS

NEW CHIMNEY CAP

NEW STEPS AND

HANDRAILS

NEW GUTTER

EXISITNG SIDING

AND TRIM

NEW WOOD SKIRTING

RE: 9/A7.1

NEW GUTTER

EXTEND EAVE & SOFFIT

PATCH HOLES FROM REMOVAL

OF PHONE BOX

NEW WOOD DECK WITH

METAL HANDRAIL

NEW CHAMFERED

COLUMN, TYP.

NEW ENGAGED CHAMFERED

COLUMN, TYP.

A2.1

CEDAR SHAKES

NEW CHAMFERED

COLUMN, TYP

NEW GUTTER

NEW CHIMNEY CAP

REBUILD PORCH WITH NEW FRAMING AND

WOOD DECKING. RE: STRUCTURAL

NEW HANDICAP RAMPNEW STEPS AND HANDRAILS

NEW CEDAR SHAKES

NEW LIMESTONE SKIRTING TO

MATCH ORIGINAL

A2.1

A2.1

A7.1

NEW WOOD SKIRTING, TYP. NEW STEPS AND HANDRAILS RE: STRUCTURAL

NEW CEDAR SHAKES

NEW CHIMNEY CAP

NEW SIDING AND

TRIM TO MATCH

EAST AND WEST

ELEVATIONS

NEW GUTTER

NEW SIDING AND

TRIM TO MATCH

EAST AND WEST

ELEVATIONS

NEW WOOD SKIRTING LATTICE

RE: 9/A7.1

NEW 24" X 30" CRAWLSPACE

ACCESS HATCH

REPLACE ROTTED/TERMITE DAMAGED

BEAM BEYOND RE: STRUCTURAL

NEW WOOD DECK WITH

METAL HANDRAIL

A6.1

NEW WOOD SKIRTING, TYP.

NEW GUTTER

NEW ENGAGED COLUMN

NEW RAMP AND HANDRAILS

NEW GUTTER

REMOVE SIDING AND TRIM TO

REPAIR ROTTED WOOD AND

TERMITE DAMAGE

NEW LIMESTONE SKIRTING TO

MATCH ORIGINAL

NEW CHIMNEY CAP

NEW LIMESTONE SKIRTING TO

MATCH ORIGINAL

NEW WOOD DECK WITH

METAL HANDRAIL

SCALE: 1/4" = 1'-0"1 WEST ELEVATION

SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"4 NORTH ELEVATION

SCALE: 1/4" = 1'-0"3 EAST ELEVATION

NOTE: REPLACE SHIMS AT ALL PIERS, TYP.

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Revisions No./Date/Remarks

A7.1

SIM

NEW GUTTER

REFURBISH, REPAIR, AND

REATTACH FIREPLACE

SURROUND

EXISTING WOOD CEILING

NEW CHIMNEY CAP

7.2

7.2

7.2

7.2

NEW PORCH AND

RAILING

NEW FIRE BRICK

REMOVE EXIST.

SENSOR. PATCH

HOLES AND

MATCH

SURROUNDING

FINISH.

PATCH EXIST. OPENING.

MATCH SURROUNDING

WALL FINISH

REVERSE SWING

OF EXIST. DOOR

EXIST. J-BOX

PATCH OPENING

TO MATCH

SURROUNDING

WALL FINISH

EXIST. J-BOX,

TYP.

ADJUST DOOR TO

FIT PROPERLY IN

FRAME

PATCH OPENING TO

MATCH SURROUNDING

WALL FINISH

REMOVE EXIST.

SENSOR. PATCH

HOLES

EXIST. J-BOX

STRAIGHTEN & REATTACH

BASEBOARD AND FRAMING.

SCALE: 1/4" = 1'-0"1 SECTION LOOKING EAST

SCALE: 1/4" = 1'-0"

2 ROOM ONE ELEVATION - SOUTH

SCALE: 1/4" = 1'-0"

3 ROOM ONE ELEVATION - NORTH

SCALE: 1/4" = 1'-0"

4 ROOM ONE ELEVATION - WEST

SCALE: 1/4" = 1'-0"

5 CORRIDOR ELEVATION - SOUTH

SCALE: 1/4" = 1'-0"

6 CORRIDOR ELEVATION - EAST

SCALE: 1/4" = 1'-0"

7 CORRIDOR ELEVATION - WEST

SCALE: 1/4" = 1'-0"

8 CORRIDOR ELEVATION - NORTH

SCALE: 1/4" = 1'-0"

9 ROOM 2 ELEVATION - NORTH

SCALE: 1/4" = 1'-0"

10 ROOM TWO ELEVATION - WEST

SCALE: 1/4" = 1'-0"

11 ROOM TWO ELEVATION - EAST

SCALE: 1/4" = 1'-0"

12 ROOM TWO ELEVATION - SOUTH

GENERAL NOTE

REUSE ALL EXISTING J-BOX LOCATIONS WHERE POSSIBLE.

PATCH ALL UNUSED BOXES TO MATCH SURROUNDING WALL

SURFACE.

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Revisions No./Date/Remarks

WOOD TRIM

WOOD

FRAMING

WOOD SIDING

WOOD TRIM

WOOD SIDING

HISTORIC WINDOW

SASH TO BE

REFURBISHED AND

FIXED IN PLACE

WOOD APRON

WOOD TRIM

WOOD SIDING

HISTORIC WOOD

SHUTTER AND

HARDWARE

SASH WEIGHTS

WOOD SILL

WOOD SILL

WOOD APRON

JAMB

HEAD

MEETING RAIL

MUNTIN

EXTERIOR INTERIOR

SILL

WOOD SILL

WOOD SILL

WOOD TRIM

WOOD

FRAMING

WOOD SIDING

WOOD TRIM

WOOD SIDING

WOOD TRIM

WOOD

FRAMING

WOOD SIDING

WOOD TRIM

WOOD SIDING

WOOD THRESHOLD

SET IN FULL BED OF

SEALANT

LAMINATED

GLASS PANEL

RAISED WOOD

PANEL

REUSE EXIST.

GLASS PANEL

WOOD PORCH FLOOR EXISTING WOOD

FLOOR

TRANSOM SILL&

DOOR HEAD

TRANSOM

HEAD

RAIL

THRESHOLD

JAMB

EXTERIOR INTERIOR

1 2 3 4 5 A A1

REPLICATED

WOOD DOOR

AND HARDWARE.

REFURBISH

EXISTING FRAME

AND TRANSOM.

NEW 1/4"

GLAZING

REPLICATED

WOOD DOOR

AND HARDWARE.

REFURBISH

EXISTING FRAME

AND TRANSOM.

NEW 1/4"

GLAZING

REFURBISH

EXISTING DOOR,

FRAME AND

TRANSOM. NEW

REPLICATED

HARDWARE.

NEW 1/4"

GLAZING

REFURBISH

EXISTING DOOR

AND FRAME.

REPLICATED

HARDWARE.

REFURBISH

EXISTING DOOR

AND FRAME.

REPLICATED

HARDWARE.

REFURBISH

EXISTING DOOR

AND FRAME.

REPLICATED

HARDWARE.

REFURBISH EXISTING

WINDOW SASHES,

FRAMES, TRIM AND

SHUTTERS.

REFURBISH OR

REPLICATE

HARDWARE.

REFURBISH EXISTING

WINDOW SASHES,

FRAMES AND TRIM.

REFURBISH OR

REPLICATE

HARDWARE.

37/8

" MA

X.

C

LE

AR

37/8" MAX CLEAR

12"

1-1/2" X 1-1/2" SQUARE TUBE

3/4" X 3/4 SQUARE TUBE

1-1/2" OD CONT. GALV.

PIPE HANDRAIL

GUARDRAIL POST

BEYOND

GALV. STEEL BRACKET @

48" O.C.

1-1/2" OD CONT. PIPE

HANDRAIL

NEW DECK,

REFER TO

STRUCTURAL

POST BASE

PLATE COVER

2X P.T. BLOCKING

@ GUARDRAIL

POSTS

RE: STRUCTURAL FOR STEPS & DECKRE: STRUCTURAL FOR STEPS & DECK

36" TO FIN. FLOOR

36" TO FIN. FLOOR

EXIST. 2X WALL FRAMING. REPLACE WHERE

DAMAGED BY TERMITES

NEW BATT INSULATION WHERE WALL IS OPENED TO

REPAIR TERMITE DAMAGE

REMOVE AND SALVAGE EXISTING WOOD SIDING TO REPAIR

TERMITE DAMAGE. INSTALL NEW WOOD SIDING WHERE DAMAGED

BY TERMITES TO MATCH EXISTING WOOD SIDING

NEW 30# FELT MOISTURE BARRIER WHERE

DAMAGED BY TERMITES

REPLACE TERMITE DAMAGED SHEATHING

EXISTING INTERIOR WOOD SHEATHING. REPLACE ANY

TERMITE DAMAGED W/ NEW TO MATCH

EXISTING WOOD FLOORING TO REMAIN

EXISTING WOOD FRAMING TO REMAIN

EXISTING CONC. PIER TO REMAIN

REFER TO STRUCTURAL FOR BLOCKING

TO PIER

FIELD VERIFY BASED ON

SIZE OF MECHANICAL UNIT

EXISTING WOOD CEILING

NEW TRIM

EXISTING INSULATION

NEW 1X8" INSULATION DAM

SALVAGED WOOD FROM

CEILING OVER HATCH

NEW FOLDING LADDER

HOOK FOR HATCH ACCESS

POLE

NEW BLOCKING FOR

OPENING, REFER TO

STRUCTURAL

1" TYP.

1" T

YP

1"

DI

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2X4 CEDAR FRAME

MOUNTED TO NEW DECK

NEW P.T. POST RE: STRUCTURAL

1X1 CEDAR LATTICE STOPS

1x1 CEDAR SQUARE LATTICE

NEW 2X6 P.T. POST BEYOND

TYPICAL LATTICE PATERN

EXISTING GRADE

NEW 2X4 CEDAR FRAME

OP

EN

IN

G

STONE SKIRTING BEYOND

CONTINUOUS STAINLESS STEEL

PIANO HINGE

SCREW

3/4" PAINT GRADE WOOD,

30W x 24H DOOR PANEL

2"X4" BLOCKING AROUND

STONE OPENING.

2"X4" BLOCKING AROUND

STONE OPENING.

LEAD ANCHOR

NEW CONCRETE FOOTING

LEAD ANCHOR, RECESSED INTO

2X4 BLOCKING

CAULK AROUND FRAME PERIMETER

MORTISE DOOR AND FRAME FOR

DEADBOLT LOCK

SCALE: 1 1/2"= 1'-0"3 WINDOW DETAIL

SCALE: 1 1/2"= 1'-0"2 DOOR DETAIL

SCALE: 1/4" = 1'-0"1 DOOR AND WINDOW ELEVATIONS

SCALE: 1" = 1'-0"

6 GUARDRAIL, TYP.

SCALE: 1 1/2"= 1'-0"

7 TERMITE REPAIR AT NE CORNER

SCALE: 1 1/2"= 1'-0"

8 ATTIC HATCH

SCALE: 3" = 1'-0"

9 WOOD SKIRTING LATTICE DETAIL

SCALE: 1" = 1'-0"

10 CRAWLSPACE HATCH

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Date:

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Revisions No./Date/Remarks

11/2"

CENTERLINE OF HEART

KNOT OR SIMILAR DEFECT

GENERAL NOTES:

APPROXIMATELY 1” OVER THE GABLE OR RAKE END.

3. SPACING BETWEEN ADJACENT SHINGLES (JOINTS) SHOULD BE A MINIMUM OF 1/4” AND A

MAXIMUM OF 3/8”.

4. SHINGLES SHALL BE LAID WITH A SIDE LAP NOT LESS THAN 1 1/2” BETWEEN JOINTS IN

ADJACENT COURSES AND NOT MORE THAN 10% SHALL BE IN DIRECTALIGNMENT IN

ALTERNATE COURSES.

5. IN LESSER GRADE SHINGLES CONTAINING BOTH FLAT AND VERTICAL GRAIN, JOINTS

SHOULD NOT BE ALIGNED WITH CENTERLINE OF HEART.

2" MIN

KEEP EDGE OF FLANGE

MINIMUM 2" FROM EDGE OF

SHAKE OR SHINGLE JOINT

NAILS SHOULD NOT

PENETRATE FLASHING

FLANGE UNDERNEATH

1 INCH MINIMUM CLEARANCE

AROUND PROJECTION

COUNTER FLASHING

JACK

PLUMBING STACK

ROOFING FELT

CAULKING

AIRFLOW

THROUGH

RIDGE

ROOFING FELT, FOLDED

BACK

RIDGE VENTILATION

PRODUCT INSTALLED TO

MANUFACTURER'S

SPECIFICATIONS

SHAKE OR CEDAR SHINGLE

RIDGE

3"

6"

NOTE: CHECK WITH YOUR LOCAL BUILDING CODE

OFFICIAL FOR MINIMUM GAUGE/THICKNESS

REQUIREMENT AND STEP FLASHING HEIGHT.

RECOMMENDED STEP FLASHING WIDTH

HORIZONTAL WIDTH

VERTICAL WIDTH

SHAKES SHINGLES

4"

3"

2 1/2"

2 1/2"

TYPICAL CHIMNEY

FLASHING NOT

REQUIRING SOLDERING

STEP FLASHING 3" MIN.

OVERLAP

TYPICAL CHIMNEY

FLASHING REQUIRING

SOLDERING

SOLDER JOINTS

BOTTOM OR

APRON FLASHING

HEAD FLASHING

SEALANT, TYP.

SOLDER JOINTS

CEDAR SHAKES

COPPER STEP FLASHING

COPPER APRON FLASHING

LIMESTONE CHIMNEY

11/2"

5" TYP.

NEW HALF ROUND GUTTER

WITH BRACKETS @ 36" O.C.

FACIA BOARD

EXISTING JOISTS

SOLID NAILING STRIPS 2'-0" UP

FROM EDGE OF ROOF

DOUBLE STARTER COURSE

CEDAR SHAKES, 5" EXPOSURE,

INTERLACED WITH FELT STRIPS, TYP.

FELT INSTALLED 2'-0' UP FROM

EDGE OF ROOF

COPPER FLASHING

1. THE STARTER COURSE WILL BE ONE LAYER OF CEDAR SHAKES

OVERLAID WITH THE DESIRED SHAKE. A 15” SHAKE IS MADE EXPRESSLY

FOR STARTER AND FINISH COURSES.

2. BUTTS OF FIRST COURSE SHAKES SHOULD PROJECT 1 1/2” BEYOND

THE FASCIA AND APPROXIMATELY 1” OVER THE GABLE OR RAKE END.

3. USE AN 18” WIDE STRIP OF NO. 30 ASTM D226 TYPE II OR NO. 30 ASTM

D4869 TYPE IV ORGANIC ROOFING FELT LAID OVER THE TOP PORTION

OF SHAKES AND EXTENDING ON TO THE SHEATHING. THE BOTTOM

EDGE OF THE ORGANIC FELT SHOULD BE POSITIONED ABOVE THE BUTT

OF THE SHAKE AT A DISTANCE EQUAL TO TWICE THE WEATHER

EXPOSURE. FOR EXAMPLE, 24” SHAKES, FELT EXTENDS UP 14” ONTO

THE SHEATHING FORCING WATER TO THE SURFACE.

5" TYP.

6"

6"

CEDAR SHAKES, 5" EXPOSURE ,

INTERLACED WITH FELT STRIPS,TYP.

COPPER FLASHING

EXSTING PLYWOOD DECK

1X4 NAILERS INSTALLED @ 5" O.C.

DOUBLE STARTER COURSE

EXISTING JOISTS

CEDAR SHAKES, 5" EXPOSURE ,

INTERLACED WITH FELT STRIPS,TYP.

EXISTING JOISTS

SHINGLE RIDGE

EXSTING PLYWOOD DECK

1X4 NAILERS INSTALLED @ 5" O.C.

RIDGE VENT

FOLD FELT OVER END OF SHINGLE

SEALANT

ROOF TRANSITION

8"

1"

NEW FACIA BOARD. MATCH EXISTING

CEDAR SHAKES, 5" EXPOSURE,

INTERLACED WITH FELT STRIPS, TYP.

EXISTING INSULATION TO REMAIN

EXTEND DECKING TO MATCH ORIGINAL

WIDTH AND MATERIAL

NEW NAILING STRIPS SPACED TO

ACCOMMODATE CEDAR SHAKE SIZE

FELT INTERLACED WITH SHAKES

EXISTING RAFTERS

EXISTING WOOD SIDING

EXISTING MOISTURE BARRIER

EXISTING SHEATHING

RAKE DETAIL @ NE WALL

3/4" PLYWOOD

FLASHING

EXISTING CHIMNEY WALL

PAINT GRADE GALV. METAL

ANCHOR BOLT

EXISTING

CHIMNEY

FLUE

ANCHOR CHIMNEY CAP IN

PLACE TO PREVENT

BLOW OFF DURING HIGH

WINDS

SCALE: 1 1/2"= 1'-0"

7 CEDAR SHAKE - COURSE ALIGNMENT

SCALE: 1 1/2"= 1'-0"

6 CEDAR SHAKE - TYPICAL PROJECTION

SCALE: 1 1/2"= 1'-0"

10 NEW RIDGE VENT - AXON

SCALE: 1 1/2"= 1'-0"

5 CEDAR SHAKE - CHIMNEY PROJECTION

SCALE: 1 1/2"= 1'-0"

1 NEW GUTTER AT PORCH

SCALE: 1 1/2"= 1'-0"

2 ROOF TRANSITION

SCALE: 1 1/2"= 1'-0"

3 NEW RIDGE VENT

SCALE: 1 1/2"= 1'-0"

4 RAKE DETAIL AT NE WALL

SCALE: 3" = 1'-0"

9 CHIMNEY CAP

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Sheet Number

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Date:

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Revisions No./Date/Remarks

AN-YIH SU

123736

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03/28/2025 Sheet Number

Project Number:

Date:

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Revisions No./Date/Remarks

©2025 Heimsath Architects

M000 8500 Bluffstone Cove, Suite B-103 Austin, Texas 78759 512.338.1101

TBPE Firm

Project No.: 25017.MS.AUS

ME

CH

AN

IC

AL

G

EN

ER

AL

N

OT

ES

2015 IMC

2015 IPC

2023 NEC

2015 IECC

2015 TAS

2015 IBC

APPLICABLE CODES AND STANDARDS

(WITH CITY AMENDMENTS):

MECHANICAL SHEET LIST

MECHANICAL GENERAL NOTES

MECHANICAL LEGENDS & ABBREVIATIONS

MECHANICAL SPECIFICATIONS

MECHANICAL BUILDING PLAN

M000

M001

M051

M052

M101

MECHANICAL GENERAL NOTES:

A. THE MECHANICAL WORK CONSISTS OF PROVIDING LABOR, MATERIALS,

PRODUCTS, AND PERFORMING ALL OPERATIONS REQUIRED FOR THE

COMPLETE OPERATING INSTALLATION OF ALL MECHANICAL SYSTEMS IN

ACCORDANCE WITH SPECIFICATIONS, APPLICABLE DRAWINGS, TERMS,

CONDITIONS OF THE CONTRACT, AND ALL APPLICABLE CODES AND

ORDINANCES GOVERNING THE INSTALLATION OF THE VARIOUS MECHANICAL

SYSTEMS. ALL WORK SHALL BE FULLY CORRELATED WITH THE WORK OF OTHER

CRAFTS.

B. EACH CONTRACTOR SHALL STUDY THE CONTRACT DOCUMENTS TO DETERMINE

THE EXTENT OF WORK PROVIDED UNDER THIS CONTRACT, AS WELL AS TO

ASCERTAIN THE DIFFICULTY TO BE ENCOUNTERED IN PERFORMING THE WORK

ON THE DRAWINGS AND OUTLINED HEREINAFTER, AND IN MAKING

CONNECTIONS TO EXISTING UTILITIES, INSTALLING NEW EQUIPMENT AND

SYSTEMS AND COORDINATING THE WORK WITH THE OTHER TRADES.

C. EXAMINATION OF SITE: CONTRACTOR SHALL THOROUGHLY EXAMINE SITE AND

SATISFY THEMSELVES AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO

BE PERFORMED. THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL

MEASUREMENTS AFFECTING THEIR WORK AND SHALL BE RESPONSIBLE FOR

THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED TO

CONTRACTOR FOR EXPENSES DUE TO THEIR NEGLECT TO EXAMINE OR FAILURE

TO DISCOVER CONDITIONS WHICH AFFECT THEIR WORK. NO EXTRA

COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN

ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS.

D. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR

REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS

INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE.

E. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND

APPLICABLE CODES AND REGULATIONS.

F. SHOULD DISCREPANCIES EXIST WITHIN THE CONTRACT DOCUMENTS, THE

MORE STRINGENT AND MORE COSTLY APPROACH SHALL APPLY FOR BIDDING

PURPOSES. THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE OF

DISCREPANCIES FOR CLARIFICATION. CLARIFICATIONS ISSUED AFTER THE

CONTRACT IS AWARDED ARE TO BE INCORPORATED BY THE CONTRACTOR AT

NO ADDITIONAL COSTS AND ARE TO BE REVIEWED BY THE OWNER'S

REPRESENTATIVE TO DETERMINE IF A REDUCTION IN COST IS JUSTIFIED.

G. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES AND CHARGES TO

ALL LOCAL AND OTHER RELATED AGENCIES AS REQUIRED.

H. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO

PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE.

I. ALL EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL BE SUPPORTED AS DETAILED,

SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION-FREE INSTALLATION.

J. PROVIDE VIBRATION ISOLATORS FOR ALL PIPING SUPPORTS CONNECTED TO,

AND WITHIN 50' OF, ISOLATED EQUIPMENT (EXCEPT AT BASE ELBOW

SUPPORTS AND ANCHOR POINTS) THROUGHOUT MECHANICAL EQUIPMENT

ROOMS.

K. IF APPLICABLE, THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS

SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING

WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL DAMAGES CAUSED

BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES UNLESS OTHERWISE INDICATED.

L. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH

ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, PLUMBING WORK, ETC.,

SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS.

M. MAINTAIN AN ADEQUATE CLEARANCE TO THE UNDERSIDE OF PIPES, DUCTS,

CONDUITS, SUSPENDED EQUIPMENT, ETC., THROUGHOUT ACCESS ROUTES IN

MECHANICAL ROOMS, ATTIC SPACES, CRAWL SPACES, ETC.

N. ALL TESTS (PRESSURE TESTS, FLOW TESTS, ETC.) SHALL BE COMPLETED BEFORE

ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED.

O. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN

ACCESSIBLE LOCATIONS WITH THE STRAIGHT SECTION OF PIPE OR DUCT UP

AND DOWNSTREAM PER MANUFACTURER'S INSTALLATION GUIDELINES AND

REQUIREMENTS.

P. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE

REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE USED.

Q. ALL MATERIALS, EQUIPMENT, AND APPARATUS INSTALLED ON THE PROJECT

SHALL BE NEW AND INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S PRINTED INSTRUCTIONS. THE MANUFACTURER OR THEIR

AUTHORIZED REPRESENTATIVE SHALL CERTIFY IN WRITING TO THE OWNER

AND THE OWNER'S REPRESENTATIVE, THAT THE INSTALLATION HAS BEEN

MADE IN ACCORDANCE WITH SUCH PRINTED REQUIREMENTS.

R. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S

CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND PIPING

TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED

EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING

DIMENSIONS BEFORE FABRICATION.

S. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL

ELECTRIC CODE (NEC) AND DIVISION 26 OF THE SPECIFICATION.

T. CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL

CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL

CONTRACTOR TO COORDINATE THE SIZE AND LOCATION OF CONCRETE

HOUSEKEEPING PADS WITH THE GENERAL CONTRACTOR.

U. ALL MECHANICAL ROOM DOORS SHALL BE A MINIMUM OF 4'-0” WIDE.

COORDINATE WITH ARCHITECT.

V. DO NOT CUT BEAMS OR SLABS WITHOUT PRIOR AUTHORIZATION FROM

STRUCTURAL ENGINEER. WHERE BEAMS ARE INDICATED TO BE PENETRATED

WITH DUCTWORK OR PIPING, CONTACT STRUCTURAL ENGINEER FOR

APPROVAL AND COORDINATE DUCTWORK AND PIPING LAYOUT WITH BEAM

OPENING SIZE AND OPENING LOCATIONS. COORDINATION SHALL BE DONE

PRIOR TO THE FABRICATION OF DUCTWORK, CUTTING OF PIPING, AND

FABRICATION OF BEAMS.

W. WHEN MECHANICAL WORK IS SUBCONTRACTED, IT SHALL BE THE MECHANICAL

CONTRACTOR'S RESPONSIBILITY TO COORDINATE SUBCONTRACTORS AND THE

ASSOCIATED CONTRACTS. WHEN DISCREPANCIES ARISE PERTAINING TO WHICH

CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL CONTRACT

OR WHICH CONTRACTOR PROVIDES FINAL CONNECTIONS FOR A PARTICULAR

ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE

ATTENTION OF THE MECHANICAL CONTRACTOR, WHOSE DECISION SHALL BE

FINAL.

X. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN

THE SPECIFICATIONS NOT DEFINITIVELY FIXED BY DIMENSIONS ARE

APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST

CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE

CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE

BEING INSTALLED. DO NOT SCALE DRAWINGS.

Y. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION

AND/OR AS SHOWN IN DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT

(UNLESS OTHERWISE NOTED) SHALL BE FURNISHED AND INSTALLED BY THE

MECHANICAL CONTRACTOR.

Z. ALL DUCTWORK, PIPING, AND EQUIPMENT SUPPORTED DIRECTLY FROM

STRUCTURE SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. ALL

ATTACHMENTS TO STEEL BAR JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT

PANEL POINTS. PROVIDE BEAM CLAMPS AS REQUIRED. WELDING TO

STRUCTURAL MEMBERS SHALL NOT BE PERMITTED.

AA. ALL ROOF-MOUNTED EQUIPMENT CURBS FOR EQUIPMENT PROVIDED BY THE

MECHANICAL CONTRACTOR SHALL BE FURNISHED BY THE MECHANICAL

CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR.

BB. ANY ROOF PENETRATION SHALL BE COORDINATED WITH ROOFING

CONTRACTOR, ROOF SYSTEM MANUFACTURER, ARCHITECT, AND ALL OTHER

TRADES INVOLVED. ALL ROOF PENETRATIONS SHALL BE REVIEWED AND

APPROVED BY ROOF SYSTEM MANUFACTURER FOR COMPLIANCE WITH THE

ROOFING WARRANTY.

CC. LOCATIONS AND SIZES OF ALL FLOOR AND WALL PENETRATIONS SHALL BE

COORDINATED WITH ALL OTHER TRADES INVOLVED.

DD. PROVIDE DAMPERS WITH APPROPRIATE RATINGS AT SUPPLY AIR AND RETURN

AIR DUCT PENETRATIONS THRU RATED CEILINGS, PARTITIONS, FLOORS AND

WALLS. MAINTAIN ALL RATINGS BY PROVIDING AN APPROVED FIRESTOPPING

MATERIAL FOR ALL PENETRATIONS THROUGH RATED CEILINGS, PARTITIONS,

FLOORS AND WALLS.

EE. DUCT SMOKE DETECTORS SHALL BE LOCATED WITHIN 5' OF FIRE SMOKE

DAMPER…