24-8237_Exhitit_M_Plans_Rev._1.pdf

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TITLE SHEET

ROOFING SCHEDULES & NOTES

EXISTING SITE PLAN

PROPOSED SITE PLAN

RESTROOM LOCATION PLAN

COTTAGE #1 FLOOR PLANS

COTTAGE #2 FLOOR PLANS

COTTAGE #3 AND OUTDOOR CLASSROOM PLANS

COTTAGE #3 FRAMING AND OUTDOOR CLASS. FOUNDATION...

EXTERIOR ELEVATIONS

SECTIONS

SECTIONS

SECTIONS

SECTIONS

TYPICAL ROOF PLAN & DETAILS

DETAILS

DETAILS

A502 E100 E101

DETAILS

ELECTRICAL NOTES

ELECTRICAL325 PEAR TREE AVE.

GOODLAND, FLORIDA 34140

DRAWING INDEX

MARGOOD COTTAGES RESTORATION

COLLIER COUNTY MUSEUMS

GOODLAND, FLORIDA

BUILDING AND FIRE CODESVICINITY MAP

AERIAL PHOTO

SCOPE OF WORK

BRIEFLY AND WITHOUT FORCE AND EFFECT UPON THE CONTRACT DOCUMENTS, THE WORK OF THE CONTRACT CAN BE

SUMMARIZED AS FOLLOWS:

THE RESTORATION OF THE HISTORIC MARGOOD COTTAGES, WORK INCLUDES DEMOLITION OF THE EXISTING COTTAGE NUMBER #4, REPAIRS/STABILIZATION TO ALL REMAINING COTTAGE FOUNDATIONS, REPAIR AND RESTORATION OF THE EXISTING DETERIORATED/MISSING SIDING, AND REPLACEMENT ALL OF THE EXISTING METAL ROOF WITH NEW FIVE 'V' CRIMP METAL ROOF SYSTEM. THE SCOPE ALSO INCLUDES, THE REPAIR AND RESTORATION OF ALL EXISTING WINDOWS AND DOORS, REGLAZING, REPAIRING AND PATCHING DRY ROT AND DETERIORATED WOOD OF FRAMES, SASHES, AND MUTINS.

PRIMING AND PAINTING, 2 COATS ALL EXTERIOR WOOD SIDING AND WINDOWS. THE SCOPE ALSO INCLUDES THE REMOVAL OF THE CONCRETE PORCH/LANDING IN COTTAGE NO. 1 TO BE REBUILT W/ NEW ADA ACCESSIBLE RAMP AND HANDRAILS.

ALSO, TO REMOVE ALL INTERIOR WOOD PANELING IN CEILING/WALLS AND INSTALL NEW BEADBOARD PANELING. PRIMING AND PAINTING, 2 COATS ALL INTERIOR WALLS, CEILINGS, WINDOWS, AND DOORS, INSTALLATION OF NEW DOOR HARDWARE, REPAIRING EXISTING CABINETRY, IN COTTAGE NO. 1. ALSO, REPAIR OF EXISTING HEART PINE FLOORING, BASE BOARD TRIM AND MOLDINGS, AND OTHER FINISHES, AS NEEDED FOR FLOORING REPAIRS. CONTRACTOR TO ALSO INCLUDE THE INSTALLATION OF NEW OUTDOOR PAVILION, CONCRETE SIDEWALKS AND LANDSCAPING, AS DETAILED.

FLORIDA BUILDING CODE (FBC), 8TH EDITION (2023)

FLORIDA ACCESSIBILITY CODE (FAC), 8TH EDITION (2023)

FLORIDA EXISTING BUILDING CODE (FBC-EB), 8TH EDITION (2023)

FLORIDA FIRE PREVENTION CODE (FFPC), 8TH EDITION (2023)

NATIONAL ELECTRICAL CODE (NEC), 2023 EDITION

ASCE STANDARD 7-10 (STRUCTURAL WIND LOAD CRITERIA)

NOTE: BUILDINGS BEING RESTORED SHALL BE CONSIDERED EXHIBITS AND ARE NOT SUBJECT OR STRIC COMPLIANCE

WITH FBC.

FLORIDA PRODUCT APPROVAL:

AS REQUIRED BY FLORIDA STATUTE 553.842 AND FLORIDA ADMINISTRATIVE CODE 9B-72, PROVIDE INFORMATION AND PRODUCT APPROVAL NUMBER(S) ON THE BUILDING COMPONENTS UTILIZED ON THE CONSTRUCTION PROJECT REQUIRING PERMITTING AFTER APRIL 1, 2004. REFER TO WWW.FLORIDABUILDING.ORG FOR MORE INFORMATION.

PER CHAPTER 119, FLORIDA STATE STATUES, ALL DRAWINGS AND SPECIFICATIONS CONTAINED HEREIN ARE CONFIDENTIAL.

THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF MLD ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR THE USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE

CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.

ELECTRONIC DISTRIBUTION OF THESE DOCUMENTS IS NOT AUTHORIZED, UNLESS SPECIFICALLY APPROVED BY PROJECT

ARCHITECT IN WRITING.

DISCLAIMER

NATIONAL PARK SERVICE PRESERVATION BRIEFS

THIS IS A HISTORIC PROPERTY LISTED BY THE NATIONAL TRUST FOR HISTORIC PRESERVATION. ALL WORK TAKING PLACE ON THIS BUILDING SHALL BE IN ACCORDANCE WITH THE UNITED STATES SECRETARY OF INTERIOR’S GUIDELINES FOR HISTORIC RESTORATION AND THE NATIONAL PARK’S SERVICE PRESERVATION STANDARDS AND BRIEFS. ALL WORK IS EXPECTED TO BE HELD TO THE HIGHEST STANDARD OF CRAFTSMANSHIP AND SHALL EXCEED BEST PRACTICES AND INDUSTRY STANDARDS. ANY WORK NOT MEETING THIS HIGH EXPECTATION WILL BE REQUIRED TO BE REMOVED AND

REINSTALLED.

04 ROOFING FOR HISTORIC BUILDINGS

09 THE REPAIR OF HISTORIC WOODEN WINDOWS

10 EXTERIOR PAINT PROBLEMS ON HISTORIC WOODWORK

16 THE USE OF SUBSTITUTE MATERIALS ON HISTORIC BUILDING EXTERIORS

17 ARCHITECTURAL CHARACTER-IDENTIFYING THE VISUAL ASPECTS OF HISTORIC BUILDINGS AS AN AID TO PRESERVING

THEIR CHARACTER

18 REHABILITATING INTERIORS IN HISTORIC BUILDINGS-IDENTIFYING CHARACTER-DEFINING ELEMENTS

28 PAINTING HISTORIC INTERIORS

32 MAKING HISTORIC PROPERTIES ACCESSIBLE

39 HOLDING THE LINE: CONTROLLING UNWANTED MOISTURE IN HISTORIC BUILDINGS

44 THE USE OF AWNINGS ON HISTORIC BUILDINGS: REPAIR, REPLACEMENT AND NEW DESIGN

47 MAINTAINING THE EXTERIOR OF SMALL AND MEDIUM SIZE HISTORIC BUILDINGS

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EXISTING WOOD SIDING

EXISTING WOOD STUD FRAMING

EXISTING WOOD SIDING

EXISTING WOOD STUD FRAMING

NEW INTERIOR WOOD

BEADBOARD WALL COVERING

NEW NOVELTY COVE WOOD SIDING

NEW INTERIOR WOOD

BEADBOARD WALL COVERING

P.T. 4x4 WOOD POST FRAMING

P.T. 2X6 WOOD LUMBER W/ 1/2" SPACING

EXTEND WALL TO BELOW DECK

GENERAL NOTES WORK NOTES

AWNING:

CAREFULLY REMOVE EXISTING ASPHALT SHINGLES IN ENTRY AWNING DOWN TO THE EXISTING

DECK. INSTALL SYNTHETIC WATERPROOFING UNDERLAYMENT OVER ROOF DECKING. INSTALL

24” WIDE 5V CRIMP METAL ROOF PANELS WITH GROMMET/SELF SEALING PER

MANUFACTURER'S FASTENING RECOMMENDATIONS TO MEET FBC WIND UPLIFT

REQUIREMENTS INTO ROOF DECKING. INSTALL PREFINISHED EDGE METAL TRIM, AS DETAILED.

CONTRACTOR SHALL REPAIR ALL EXISTING WOOD BRACKETS, FASCIA, SOFFIT AND TRIM.

SCRAPING, SANDING, CAULKING JOINTS, PRIMING, AND PAINTING 2 COATS TO MATCH

EXISTING COLOR. CONTRACTOR TO SUPPLEMENT DRY ROTTED SIDING TO MATCH EXISTING

PROFILES, SIZE AND SPECIES.

SIDING REPAIR:

WHERE RESTROOMS WERE PREVIOUSLY REMOVED, INSTALL NEW WALL WHERE INDICATED.

INSTALL NEW SIDING AND TRIM TO MATCH ORIGINAL INSTALLATION AND CONFIGURATION

EVIDENT ELSEWHERE ON THE STRUCTURE. BACK PRIME ALL MATERIALS AND SEAL END CRAW.

SAND, CAULK, AND PREPARE SURFACES FOR PAINT.

NOTE: NO PAINT SAMPLING HAVE BEEN TESTED FOR LEAD. CONTRACTOR TO HAVE PAINT

INDEPENDENTLY TESTED. NOTIFY ARCHITECT AND OWNER RESULTS BEFORE PROCEEDING WITH

RESTORATION.

RESTORE ALL COTTAGES EXISTING NOVELTY COVE SIDING, TRIM, AND EXPOSED WOOD

DECKING (TO MATCH). SCRAPING, SANDING, CAULKING JOINTS, PRIMING, AND PAINTING 2

COATS TO MATCH EXISTING COLOR. CONTRACTOR TO SUPPLEMENT AND/OR REPLACE DRY

ROTTED SIDING AND WHERE EXISTING SIDING IS MISSING/DAMAGED, TO MATCH EXISTING

PROFILES, SIZE AND SPECIES. BACK PRIME NEW SIDING WITH PREMIUM OIL BASED PRIMER,

PRIOR TO INSTALLATION, SEAL ALL END GRAIN OF REPLACEMENT WOOD SIDING.

BASE BID TO INCLUDE 50 LF. FT. OF WOOD DETERIORATION REPLACEMENT OF EXISTING

SIDING. ADD/DEDUCT OF $_____/LF FOR ADDITIONAL WOOD DETERIORATION REPLACEMENT.

WINDOW AND DOOR RESTORATION:

NOTE: NO PAINT SAMPLING NOR GLAZING COMPOUND HAVE BEEN TESTED FOR LEAD AND/OR

ASBESTOS. CONTRACTOR TO INDEPENDENTLY PERFORM TEST. NOTIFY ARCHITECT AND

OWNER RESULTS BEFORE PROCEEDING RESTORATION.

A. CUT OUT, SCRAPE AND REMOVE ALL EXISTING PERIMETER GLAZING COMPOUND BETWEEN

GLASS AND WOOD MUTTONS AND SASH OF ALL EXTERIOR WINDOWS AND TRANSOMS

UNLESS NOTED OTHERWISE. IF DETECTED, COMPLY WITH ABATEMENT PROCEDURES FOR

ASBESTOS CONTAINING GLAZING COMPOUND.

B. REPLACE ALL SEVERELY DETERIORATED WINDOW AND DOOR COMPONENTS WITH NEW

COMPONENTS TO MATCH EXISTING. AT SMALL AREAS OF WOOD ROT, CONTRACTOR TO

REMOVE ALL LOOSE AND UNSALVAGEABLE WOOD TO SOUND SUBSTRATE. ALL SOFT BUT

SALVAGEABLE WOOD SHALL BE SATURATED WITH MINWAX WOOD HARDENER AND RESTORED

WITH MINWAX EPOXY WOOD FILLER TO MATCH EXISTING WOOD PROFILES.

C. CLEAN RABBET GROOVE OF WOOD WINDOW MUNTINS AND SASH OF ALL OLD GLAZING

COMPOUND AND PAINT TO BARE WOOD. SAND, SEAL WITH LINSEED OIL AND PRIME WITH OIL

BASED PRIMER. REPLACE ALL BROKEN GLASS WITH NEW HISTORIC GLASS TO MATCH

EXISTING, SECURE NEW AND EXISTING GLASS WITH PUSH POINTS.

D. MILDEW PREVENTIVE (M-1) TO BE ADDED TO LINSEED OIL, GLAZING COMPOUND, PRIMERS

AND PAINT.

E. REGLAZE ALL WOOD EXTERIOR WINDOWS, CONTRACTOR TO CLEAN AND PREPARE, PRIME

AND GLAZE WOOD WINDOW FOR APPROVAL TO BE BASIS FOR QUALITY CONTROL.

F. PRIME (OIL BASED PRIMER) AND PAINT 2 COATS OVER GLAZING COMPOUND AT ALL

EXTERIOR WINDOWS. CLEAN, PRIME, AND PAINT EXTERIOR AND INTERIOR OF WINDOWS AND

CASING WITH PREMIUM PAINT/COATING SYSTEM.

APLLY FROSTED GLASS FILM ON INTERIOR OF WINDOW GLASS IN COTTAGES # 2,3.

RENOVATE ALL EXTERIOR DOORS, WINDOWS AND SHUTTERS, INCLUDING FRAMING, JAMBS,

GLAZING, STOOL, TRIMS, CASING, AND HARDWARE BY HAND CLEANING, REMOVING ALL

LOOSE, CRACKING, PEELING PAINT AND ALL GLAZING, REWORKING AND GLUING WOOD PARTS

AND REGLAZING WITH ORIGINAL GLASS. REPLACE BROKEN GLASS WITH FLOAT GLASS TO

MATCH. PRIME AND PAINT 2 COATS ALL SURFACES.

PAINTING:

SCRAPE LOOSE PAINT FROM ALL EXTERIOR COTTAGES AND PREPARE SUBSTRATE, FOR

PRIMING FOLLOWING PAINT.

MISCELLANEOUS METAL ACCESSORIES SUCH AS EXPOSED CONDUIT, UNLESS NOTED

OTHERWISE, ARE TO BE CLEANED, PRIMED AND PAINTED. ALL RUST TO BE MECHANICALLY OR

HAND ABRADED AND REPAIR RUSTED AREAS WITH FILLER WHERE NECESSARY, THOROUGHLY

CLEANED AS SPECIFIED. TOUCH UP PRIME BARE AND RUSTED METAL SURFACES, THEN

COMPLETELY PRIME AND PAINT (2) COATS OF PREMIUM INDUSTRIAL ACRYLIC PAINT ON ALL

PREVIOUSLY PAINTED EXTERIOR METAL SURFACES UNLESS NOTED OTHERWISE.

APPLY PRIMER/BOND COAT AND 2 COATS ACRYLIC PAINT COATING SYSTEM TO CLEANED AND

PREPARED, PREVIOUSLY PAINTED SIDING, NEW MASONRY SURFACES, HORIZONTAL BANDS,

REVEALS, COLUMNS, GABLE END WALLS OVER EXTERIOR OF BUILDING IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS UNLESS NOTED OTHERWISE.

APPLY PRIMER/BOND COAT AND 2 COATS PREMIUM EXTERIOR ACRYLIC COATING TO MATCH

EXISTING. PRIME SURFACES AS REQUIRED BY COATING MANUFACTURER AND PROVIDE

WRITTEN APPROVAL OF SUBSTRATE (AND PREPARATION) FROM COATING MANUFACTURER.

FINAL COLOR SHALL BE SELECTED/APPROVED BY ARCHITECT AND OWNER FROM PAINTED

SAMPLE PANEL AREA. COLORS TO BE SIMILAR TO, OR MATCH EXISTING.

PREVIOUSLY PAINTED WINDOW FRAMES TO BE CLEANED PERIMETER SEALANT BONDFACE.

CLEAN, PRIME, AND PAINT WINDOW FRAMES FOLLOWING SEALANT WORK AS SPECIFIED.

COTTAGE #1:

REMOVE EXISTING CONCRETE STAIRS AND PORCH/LANDING, AND HANDRAILS AT ENTRYWAYS

OF COTTAGE NO. #1. PATCH HOLES ON SIDING. CONTRACTOR TO BUILT NEW 5’X5’

CONCRETE STAIRS, AND NEW LANDINGS AT TOP AND BOTTOM OF STAIR. INSTALL NEW

STAINLESS-STEEL TUBULAR HANDRAILS MOUNTED AT 36" MAX. HEIGHT.

INSTALL NEW PRESSURE TREATED ADA ACCESSIBLE WOOD RAMP W/ 2" STAINLESS-STEEL

TUBULAR HANDRAILS 36" MAX. HEIGHT, AS DETAILED. INSTALL 6X6 P.T. WOOD POST WITH 3’

MIN. EMBEDMENT IN CONCRETE FOOTING USING (4) #5 BARS THRU POST @ 8” O.C. INSTALL

(2) 2X8 P.T. WOOD STRINGERS @ 16” O.C. RAMP SLOPE TO BE MINIMUM 1:12.

PROVIDE A LEVEL CONCRETE 5' X 5' LANDING AT BOTTOM OF RAMP, AS DETAILED.

INSTALL UV RESISTANT FILM ON INTERIOR OF ALL GLASS WINDOWS. (BASIS OF DESIGN:

LLUMAR FILM)

WORK NOTES CONTINUED

1. THIS IS A HISTORIC PROPERTY LISTED BY THE NATIONAL TRUST FOR HISTORIC

PRESERVATION. ALL WORK TAKING PLACE ON THIS BUILDING SHALL BE IN ACCORDANCE

WITH THE UNITED STATES SECRETARY OF INTERIOR’S GUIDELINES FOR HISTORIC

RESTORATION AND THE NATIONAL PARK’S SERVICE PRESERVATION STANDARDS AND

BRIEFS. ALL WORK IS EXPECTED TO BE HELD TO THE HIGHEST STANDARD OF

CRAFTSMANSHIP AND SHALL EXCEED BEST PRACTICES AND INDUSTRY STANDARDS. ANY

WORK NOT MEETING THIS HIGH EXPECTATION WILL BE REQUIRED TO BE REMOVED AND

REINSTALLED.

2. THE EXISTING PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL

FIELD VERIFY ALL DIMENSIONS AND ALL CONDITIONS. IF THE CONTRACTOR IS UNABLE TO

INTERPRET THE CONTRACT DOCUMENTS, HE IS RESPONSIBLE FOR REQUESTING

CLARIFICATION IN WRITING TO THE ARCHITECT. IF THE CONTRACTOR PROCEEDS WITH ANY

WORK BEFORE OBTAINING CLARIFICATION, HE SHALL BE HELD RESPONSIBLE FOR ALL

DEFICIENCIES ASSOCIATED THERE WITHIN.

3. BEFORE SUBMITTING FOR THE WORK, EACH BIDDER WILL BE HELD TO HAVE EXAMINED THE

PREMISES AND SATISFIED HIMSELF AS TO THE EXISTING CONDITIONS UNDER WHICH HE

WILL BE OBLIGED TO OPERATE AND COMPLETE THE WORK UNDER THIS CONTRACT. NO

ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF OF THE

CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CLEAR EXIT WAYS. WHERE AN

EXIT MUST BE TEMPORARILY BLOCKED, CONTRACTOR SHALL PROVIDE THE REQUIRED

BARRICADE AND DIRECTIONAL SIGNS FOR TEMPORARY EXITING AND SAFETY.

5. CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY

AND HEALTH INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST

HAZARDS, AS WELL AS POSTING APPLICABLE SAFETY REGULATIONS. CONTRACTOR SHALL

PROVIDE SAFETY PRECAUTIONS AND BARRICADES FOR PEDESTRIANS AT CONSTRUCTION,

VEHICLE ACCESS AND EGRESS LOCATIONS.

6. NORMAL OPERATIONS OF THE REMAINING FACILITY SHALL CONTINUE DURING DEMOLITION

AND CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

AND SEQUENCE DEMOLITION AND CONSTRUCTION TO MINIMIZE INTERRUPTIONS TO

NORMAL OPERATIONS OF THE FACILITY.

7. ALL PROPOSED INTERRUPTIONS TO OPERATIONS AND EQUIPMENT SHALL BE REVIEWED

WITH AND APPROVED BY THE OWNER PRIOR TO STARTING SUCH WORK UNLESS

OTHERWISE APPROVED IN WRITING.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND SEQUENCE

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A COMPLETELY

DETAILED CONSTRUCTION SCHEDULE AND PLAN PRIOR TO PRE-CONSTRUCTION

CONFERENCE.

9. CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY OWNER FOR ON SITE

STORAGE OF CONSTRUCTION MATERIALS. COMPARTMENT TRAILERS OR SIMILAR

PROTECTIVE STORAGE FACILITIES MAY BE UTILIZED ON SITE TO SECURE ALL EQUIPMENT

AND ITEMS REMOVED DURING PROJECT WORK. THE CONTRACTOR IS RESPONSIBLE FOR

THE PROTECTION AND SECURITY OF ALL EQUIPMENT AND ITEMS REMOVED.

10. CONTRACTOR MAY UTILIZE AVAILABLE ELECTRICAL POWER AND WATER UTILITIES AT

PROJECT JOB SITE.

11. ALL WORK SHALL COMPLY WITH APPLICABLE OSHA AND E.P.A. REGULATIONS AND

GUIDELINES.

12. INSTALL WORK IN ACCORDANCE WITH THE CODES LISTED ON THE COVER SHEET. WHERE

CONFLICTS OCCUR BETWEEN CODES AND BETWEEN THE CONSTRUCTION DOCUMENTS

AND CODES, THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN.

13. CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWINGS TO THE ARCHITECT AT COMPLETION

OF THE CONSTRUCTION. CHANGES SHALL BE INDICATED CLEARLY BY MECHANICAL

DRAFTING METHODS.

14. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISES AT ALL TIMES AND SHALL CLEAN

CONSTRUCTION SITE OF ALL DEBRIS DAILY.

15. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING SURFACES AND SHALL BE

RESPONSIBLE FOR RETURNING DAMAGED AREAS (MATERIALS, FINISHES, LANDSCAPE,

ETC.) TO THEIR ORIGINAL CONDITION. ALL DISTURBED AREAS OF SOIL TO BE SODDED.

ALL PLANTING REPLACEMENT TO BE GUARANTEED FOR ONE YEAR.

16. CONTRACTOR SHALL ERECT ALL SAFEGUARDS TO PROTECT AREAS ADJACENT TO BUILDING

SITES. INSTALL SILT FENCING AS REQUIRED TO CONTAIN CONSTRUCTION RUNOFF.

REMOVE DEBRIS FROM JOB SITE DAILY AND ADHERE TO ENVIRONMENTAL REGULATIONS.

17. ANY PROPOSED CHANGES TO WORK MUST BE APPROVED AND PROPERLY DIRECTED BY

THE ARCHITECT. ANY WORK DIRECTED, REQUESTED OR RECOMMENDED BY THE OWNER,

OWNER'S REPRESENTATIVE, INSPECTOR, ETC. SHALL BE SUBMITTED TO THE ARCHITECT

VIA R.F.I. AND APPROVED BY ARCHITECT. ONLY THE ARCHITECT & OWNER CAN STOP

WORK.

CAREFULLY REMOVE EXISTING DETERIORATED INTERIOR WALL COVERINGS (BEAD BOARD OR

PLYWOOD) NEAR THE FLOOR TO IDENTIFY THE CONDITION OF THE WALL FRAMING. REMOVE WALL COVERINGS AS NECESSARY TO EXPOSE THE EXTENT OF DETERIORATION. SHORE WALL IF NECESSARY.

REMOVE DETERIORATED PORTIONS OF BOTH VERTICAL AND HORIZONTAL WALL FRAMING MEMBERS THAT ARE NOT SALVAGEABLE AND SISTER BOTH SIDES PROPERLY WITH NEW PRESSURE TREATED MEMBER TO MATCH EXISTING DIMENSION. EXTEND SISTER 3’ BEYOND DETERIORATED PORTION OF FRAMING AND FASTEN TO SOUND PORTIONS OF EXISTING MEMBER IN A STAGGARD PATTERN EVERY 6” O.C. WITH 3” DECKING SCREWS. IF FRAMING MEMBER IS DETERIORATED OVER HALF ITS LENGTH, REMOVE ENTIRE MEMBER AND REPLACE WITH NEW PRESSURE TREATED MEMBER, TO MATCH EXISTING DIMENSION. TREAT ALL WALL CAVITIES, FRAMING, AND UNEXPOSED SURFACES WITH BORA-CARE PER

MANUFACTURER’S RECOMMENDATIONS. REINSTALL ALL SALVAGEABLE WALL COVERINGS (BEAD

BOARD) AND SUPPLEMENT WITH NEW (WHERE PLYWOOD WAS INSTALLED) TO MATCH EXISTING

HISTORIC INSTALLATION. SINK ALL EXPOSED NAIL HEADS. SAND, CLEAN, PREPARE, PRIME, AND PAINT INTERIOR WALLS, 2 COATS, COLOR TO BE CHOSEN BY OWNER AND ARCHITECT. THE CONTRACTOR SHALL INCLUDE A BASE BID OF 300 BDFT OF WALL FRAMING REPAIR/ SISTER/ REPLACEMENT.

INTERIOR:

ON INTERIOR, REMOVE EXISTING WOOD PANELING ON WALL, CEILINGS, INSTALL NEW

BEADBOARD WALLS, CEILINGS, AND VARIOUS. WHERE FACE NAILING IS NECESSARY, SINK

NAILHEADS BELOW SURFACE OF WOOD. INSTALL NEW TRIM IN MATCHING PROFILES WHERE

EXISTING TRIM IS MISSING/DAMAGED. CLEAN, CAULK, PRIME AND PAINT WOOD CEILINGS,

WALLS, TRIM, FRAMES, MOLDINGS, ETC. COLOR TO MATCH EXISTING COLOR AND SHEEN.

REMOVE AND INSTALL NEW PERIOD APPROPRIATE BATHROOM FIXTURES AND EQUIPMENT.

CONTRACTOR TO DOCUMENT AND RECEIVE APPROVAL FROM ARCHITECT AND OWNER

BEFORE REMOVAL AND INSTALLATION OF NEW FIXTURES AND EQUIPMENT. NEW FIXTURES ARE

TO BE PERIOD APPROPRIATE TO BE USED AS A EXHIBIT AND NOT TO BE FUNCTIONAL. SHALL

APPEAR FUNCTIONAL

INSTALL NEW PERIOD APPROPRIATE NON FUNCTIONING PLUMBING FIXTURES AND

ACCESSORIES WHERE INDICATED.

WOOD CASEWORK:

RESTORE ORIGINAL WOOD CASEWORK IN COTTAGE NO. #1. CLEAN AND RESTORE EXISTING

KITCHEN SINK. WHERE MATERIAL CAN NOT BE SALVAGE, CONTRACTOR SHALL DOCUMENT

EXISTING DIMENSION, STYLE AND PATTERNS BEFORE REMOVAL. INSTALL NEW CASEWORK TO

MATCH HISTORIC ELEMENTS. REPLACE EXISTING DOOR HARDWARE, CLEAN, CAULK, PRIME

AND PAINT WOOD TO MATCH EXISTING COLOR AND SHEEN.

WOOD FLOORING:

CAREFULLY REMOVE EXISTING DETERIORATED WOOD FLOORING TO IDENTIFY THE CONDITION OF THE

FLOOR JOIST FRAMING. REMOVE WOOD FLOORING AS NECESSARY TO EXPOSE THE EXTENT OF

DETERIORATION. SHORE IF NECESSARY. REMOVE DETERIORATED PORTIONS OF FLOOR FRAMING

MEMBERS THAT ARE NOT SALVAGEABLE AND SISTER BOTH SIDES PROPERLY WITH NEW PRESSURE TREATED MEMBER TO MATCH EXISTING DIMENSION. EXTEND SISTER 4’FEET BEYOND DETERIORATED

PORTION OF FRAMING AND FASTEN TO SOUND PORTIONS OF EXISTING MEMBER IN A STAGGARD

PATTERN EVERY 6” O.C. WITH 3” DECKING SCREWS. IF FRAMING MEMBER IS DETERIORATED OVER HALF ITS LENGTH, REMOVE ENTIRE MEMBER AND REPLACE WITH NEW PRESSURE TREATED MEMBER, TO MATCH EXISTING DIMENSION. TREAT ALL WALL CAVITIES, FRAMING, AND UNEXPOSED SURFACES WITH BORA-CARE PER MANUFACTURER’S RECOMMENDATIONS. REINSTALL ALL SALVAGEABLE WOOD FLOORING AND SUPPLEMENT WITH SALVAGED FLOORING AND NEW TO MATCH EXISTING. LIGHT SAND ENTIRE FLOOR AND SEAL WITH SATIN URETHANE FINISH. INSTALL NEW TRIM IN MATCHING PROFILES WHERE THE EXISTING TRIM IS MISSING OR DETERIORATED. SINK ALL NAIL HEADS. PREVIOUSLY PAINTED TRIM SHALL BE SANDED, CLEANED, PRIMED AND PAINTED, 2 COATS. COLOR TO BE CHOSEN BY OWNER AND ARCHITECT. THE CONTRACTOR SHALL INCLUDE A BASE BID OF 150 BDFT OF FLOOR

FRAMING REPAIR/SISTER/REPLACEMENT.

EXHIBIT PARTITION:

CONTRACTOR TO INSTALL NEW WOOD/PLEXIGLASS PARTITION IN EXHIBIT SPACE. PRECUT

P.T. WOOD MULLION AND P.T. WOOD RAILS TO SIZE. ADHERE PREMIUM SILICONE

SEALANT AROUND PERIMETER OF ½” PLEXIGLASS AND ADHERE PLEXIGLASS TO RAILS.

ATTACH STAINLESS STEEL HINGE AND LATCH SYSTEM WHERE INDICATED ON PLANS.

FIELD VERIFY ALL DIMENSIONS.

ELECTRICAL:

INSTALL NEW ELECTRICAL PANEL SYSTEM ON EXTERIOR OF BUILDING WHERE INDICATED.

ELECTICAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. CONTRACTOR SHALL

COORDINATE WITH CITY UTILITIES FOR POLE FEEDER LINE INSTALLATION. INSTALL NEW

LIGHTING CIRCUITS FOR CEILING FIXTURS, AND SITE LIGHTING. SALVAGE/REPLACE, AS NEEDED

TO MATCH EXISTING FIXTURES. EXISTING POWER CONDUITS SHALL SUBMIT SHOP DRAWINGS

OF PROPOSED LIGHTING FIXTURES FOR OWNER AND ARCHITECTS APPROVAL.

CISTERN REPAIR:

REFURBISH EXISTING CONCRETE CISTERN. REMOVE EXISTING VEGETATION FROM TOP AND

SIDES OF CISTERN. INSTALL NEW PIPPING AND ELECTRICAL REQUIREMENTS FOR CISTERN

PUMP. PLUMBING CONTRACTOR SHALL PROVIDE ADEQUATE SIZING FOR SUMP PUMP.

ELECTRICAL CONTRACTOR SHALL PROVIDE POWER IRRIGATION CONTROLLER AND

DISCONNECT TOGGLE SWITCH FOR CISTERN PUMP. LOCATE SWITCH AND GFCI RECEPTACLE IN

NON-PLASTIC WEATHERPROOF COVER. INSTALL EXTERNAL LEAF DEBRIS BASKET FROM

INFLOW DOWNSPOUTS, AS DETAILED.

REPAIR SPALLED/CRACKED CONCRETE CISTERN WALLS. CONTRACTOR SHALL SUBMIT ALL

REPAIR PRODUCT DATA FOR REVIEW AND APPROVAL PRIOR TO BEING PERFORMED. SAW

CUT RECTANGULAR CUTOUT AT THE PERIMETER OF CONCRETE REPAIR AREA. LOCATE SAW

CUT A MINIMUM OF 1/2" BEYOND SPALL EDGE OR CRACK LINE. EXTEND THE DISTANCE O

SAW CUT LOCATION AS REQUIRED TO EXPOSED UNDAMAGED CONCRETE. CHIP AND

REMOVE ALL UNSOUND CONCRETE. ALSO REMOVE CONCRETE TO A MINIMUM OF 3/4"

CLEAR ABOVE OR BEYOND THE REINFORCING BARS. CLEAN EXPOSED STEEL AND REMOVE

LOOSE RUST AND CORROSION BY MECHANICALLY WIRE BRUSH, HAND TOOL CLEAN AND

SOLVENT CLEAN. WORKMEN MUST BE CAREFUL NOT TO DAMAGE OR WEAKEN STRUCTURAL

SUPPORT IN THE PROCESS OF CHIPPING AND ABRADING. CONTRACTOR SHALL NOTIFY

ARCHITECT TO ALLOW AN OPPORTUNITY TO REVIE CONDITIONS OF THE CONCRETE AND

REINFORCING BEFORE CONTINUING WITH REPAIR. PREPARE THE REINFORCING STEEL AND

EXISTING CONCRETE SUBSTRATE IN ACCORDANCE WITH THE REPAIR PRODUCT

MANUFACTURERS’ RECOMMENDATIONS. COAT STEEL WITH AN ANTI-CORROSION EPOXY

RESIN AND MORTAR BONDING AGENT. REPLACE REMOVED CONCRETE USING NON-SAG

POLYMER MODIFIED CEMENTITIOUS MORTAR SUITABLE FOR VERTICAL OR OVERHEAD

APPLICATIONS. CURE PER MANUFACTURERS RECOMMENDATIONS. MATCH TEXTURE OF

SURROUNDING CONCRETE. ARCHITECTS AND OWNER TO INSPECT MOCKUP SAMPLE FOR

APPROVAL PRIOR TO WORK. BASE BID TO INCLUDE 12 CUBIT FEET OF CONCRETE REPAIR.

CONTRACTOR TO PROVIDE ADDITIVE/DEDUCTIVE UNIT COST FOR CONSTRUCTION REPAIR

($____/CU. FT.)

HAZARDOUS MATERIAL ABATEMENT:

CONTRACTOR SHALL IDENTIFY ANY HAZARDOUS MATERIALS WITHIN THE SCOPE OF WORK.

CONTRACTOR TO COMPLY WITH ABATEMENT/ REMEDIATION PROCEDURES TO PERFORM

LIMITED ABATEMENT ON LEAD CONTAINING PAINT. ABATEMENT/REMEDIATION INCLUDES

REMOVAL OF ALL LOOSE LEAD PAINT FROM ALL SURFACES. CONTRACTOR TO SPOT PRIME

ALL RAW WOOD, AND SCRAPED PAINT AND EDGES. SALVAGE EXISTING WOOD TRIM AND

MOLDING TO BE SCRAPED, SANDED AND CLEANED BY ABATEMENT CONTRACTOR IF TO BE

REUSED. CONTRACTOR SHALL PROPERLY COLLECT AND DISPOSE OF ALL HAZARDOUS

MATERIALS IN A CERTIFIED FACILITY. ALL ABATEMENT/ REMEDIATION PROCEDURES MUST BE

COMPLIANT WITH O.S.H.A. AND E.P.A. REGULATIONS. CONTRACTOR RESPONSIBLE FOR

PROVIDING AIR MONITORING AS NECESSARY AND FINAL CLEARANCES PERFORMED BY AN

ENVIRONMENTAL CONSULTANT. ENVIRONMENTAL CONSULTANT SHALL BE APPROVED BY

ARCHITECT AND OWNER.

WALL TYPES

WORK NOTES CONTINUED

CONTRACTOR SHALL IDENTIFY ANY HAZARDOUS MATERIALS WITHIN THE SCOPE OF WORK.

CONTRACTOR SHALL COMPLY WITH ABATEMENT PROCEDURES FOR ASBESTOS CONTAINING

MATERIALS, SPECIFICALLY GLAZING COMPOUND ON HISTORIC WOOD WINDOWS AND ANY

MISC. INSULATION OR MASTICS. CONTRACTOR SHALL PROPERLY COLLECT AND DISPOSE OF

ALL HAZARDOUS MATERIALS IN A CERTIFIED FACILITY. ALL ABATEMENT PROCEDURES MUST BE

COMPLIANT WITH O.S.H.A. AND E.P.A. REGULATIONS. CONTRACTOR RESPONSIBLE FOR

PROVIDING AIR MONITORING AS NECESSARY AND FINAL CLEARANCES PERFORMED BY AN

ENVIRONMENTAL CONSULTANT. ENVIRONMENTAL CONSULTANT SHALL BE APPROVED BY

ARCHITECT AND OWNER.

SITE WORK:

CONTRACTOR TO INSTALL NEW 4” 3,000 PSI CONCRETE SIDEWALK W/ FIBER MESH

REINFORCED AND A 0.02% SLOPE. SAW CUT CONTROL JOINTS @ 5’ O.C.

CONTRACTOR SHALL INSTALL MUSEUM SIGNAGE PER OWNERS SPECIFICATIONS WHERE

INDICATED ON PLANS.

INSTALL NEW PREASSURED TREATED WOOD RAMP AS DETAILED AND INDICATED IN THE

DRAWINGS. PROVIDE HANDRAILS WITH CURB RAIL AROUND LANDING, AT RAMP AS DETAILED

AND INDICATED IN THE DRAWINGS. PROVIDE 5'X5' LEVEL CONCRETE LANDING AT THE BOTTOM

OF RAMP AS DETAILED AND INSTALL NEW ADA PARKING SPOT.

OUTDOOR CLASSROOM:

CONTRACTOR TO INSTALL PRE-ENGINEERED FREE-STANDING OPEN-AIR PAVILION.

STRUCTURE SHALL BE A GLUE LAMINATED PAVILION OVER A 4” 3,000 PSI CONCRETE DECK/

PAD W/ FIBER MESH REINFORCED AND A 0.02% SLOPE. SAW CUT CONTROL JOINTS @ 5’

O.C. CONTRACTOR SHALL FURNISH TAPERED GLUED LAMINATED SOUTHERN PINE BEAMS.

ROOF DECKING SHALL BE TONGUE AND GROOVE 2X8 KILN DRIED AND FURNISHED IN

SPECIFIED LENGTHS SUCH THAT ALL JOINTS OCCUR OVER THE BEAMS. INSTALL SYNTHETIC

WATERPROOFING UNDERLAYMENT OVER ROOF DECKING AND SELF ADHERED RUBBERIZED

ASPHALT UNDERLAYMENT ALONG THE RIDGE AND PERIMETER OF ROOF EDGE. INSTALL 2" HIGH

STANDING SEAM PREFINISHED ALUMINIZED STEEL METAL ROOF PANEL SYSTEM WITH

CONCEALED ANCHOR CLIPS OVER INSULATION. PANELS SHALL BE ROLLFORMED IN

CONTINUOUS PANEL LENGTH WITH NO LAP JOINT FROM EAVE TO PEAK. ROOF PANELS TO

HAVE BREAD PANNED ENDS WITH "Z" CLOSURES, AND EAVE EDGE TO BE HEMMED AND

CLEATED. ALL MECHANICAL FASTENERS (MIN. 2 FASTENERS PER EACH CLIP) SHALL ANCHOR

INTO P.T. WOOD BATTENS. INSTALL TO MEET FBC WIND UPLIFT OF REQUIREMENTS. INSTALL

PREFINISHED METAL RIDGE CAP, RAKE FLASHING, AND EDGE METAL TRIM, AS DETAILED.

INSTALL 6" PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT SYSTEM. ROUTE GUTTER

OUTFALL BEHIND NEW PARTITION WALL, STRAP EVERY 24" O.C. ONTO EXISTING CISTERN FOR

REUSE.

CONTRACTOR SHALL VERIFY FOUNDATION DESIGN WITH CANOPY MANUFACTURER. PROVIDE

SIGN & SEAL SHOP DRAWINGS FROM A FLORIDA LICENSED ENGINEER FOR APPROVAL.

WIND SPEED: 170 MPH

RISK CATEGORY: II

EXPOSURE CLASSIFICATION: C

CONTRACTOR SHALL INSTALL P.T. WOOD 6X6 COLUMNS MEMBER SIZED TO MEET WIND

UPLIFT REQUIREMENTS. COLUMNS SHALL BE EMBEDDED TO A MINIMUM OF 3' BELOW

FINISHED GRADE.

INSTALL NEW PARTITION WALL WITH P.T. 4X4 WOOD POST TO EXTEND BELOW PAVILION

DECK. CONTRACTOR SHALL INSTALL 2X6 P.T. WOOD OVER COLUMNS, AS DETAILED.

ADDITIVE ALTERNATE ONE:

ALL WORK NOTED TO BE COMPLETED IN COTTAGE #1 SHALL BE COMPLETED IN COTT. #2.

ADDITIVE ALTERNATE TWO:

ALL WORK NOTED TO BE COMPLETED IN COTTAGE #1 SHALL BE COMPLETED IN COTT. #3.

ALT#1

ALT#2

WORK NOTES

DEMOLITION:

DEMOLISH EXISTING COTTAGE NUMBER #4, SALVAGE EXISTING ADJACENT CONCRETE

CISTERN.

REMOVE ALL NON-HISTORIC ADDITIONS (SHOWER) IN COTTAGES NUMBER #1, #2 AND #3.

TEMPORARILY DRY-IN AND PREPARE FOR WALL REBUILD.

CONTRACTOR SHALL REMOVE LOOSE/DAMAGED INTERIOR DEBRIS FROM ALL COTTAGES NO.

#2 AND #3. THE CONTRACTOR SHALL GIVE THE OWNER THE OPTION TO SALVAGE AS MUCH

MATERIAL AS POSSIBLE TO BE USED IN A FUTURE RESTORATION PHASE. ALL OWNER CHOSEN

SALVAGEABLE ITEMS SHOULD BE REMOVED, CLEANED, STACKED, PALLETIZED, AND

TRANSPORTED TO AN OFF-SITE STORAGE AREA. CONTRACTOR TO NOTIFY ARCHITECT AND

OWNER BEFORE REMOVAL OF ANY INTERIOR ARCHITECTURAL HISTORICAL ELEMENTS, AND TO

NOTIFY ARCHITECT AND OWNER IMMEDIATELY OF ANY CONCERNS DURING DEBRIS REMOVAL

OR IF ANY CONCEALED CONDITIONS ARE DISCOVERED.

FOUNDATION:

ON COTTAGES NUMBER #1, #2 AND #3 CONTRACTOR SHALL INSTALL MODULAR BUILDING

ANCHORAGE, INCLUDING WOOD ATTACHMENT RATED FOR 3,000 LBS.

ROOF:

CAREFULLY REMOVE EXISTING ROOFING SYSTEM DOWN TO THE EXISTING ROOF DECK ON ALL

COTTAGES. BASE BID TO INCLUDE 20 LF OF ROOF BEAM REPLACEMENT. CONTRACTOR TO

PROVIDE ADDITIVE/DEDUCTIVE LINEAR FEET UNIT COST ($__/ BF) FOR ADDITIONAL ROOF

BEAM REPLACEMENT. INSTALL 5/8" P.T. PLYWOOD PANEL OVER EXISTING WOOD ROOF

BEAMS, INSTALL SYNTHETIC WATERPROOFING UNDERLAYMENT OVER ROOF DECKING AND

SELF ADHERED RUBBERIZED ASPHALT UNDERLAYMENT. INSTALL 24” WIDE 5V CRIMP METAL

ROOF PANELS WITH GROMMET/SELF SEALING SCREW FASTENERS PER MANUFACTURER'S

FASTENING RECOMMENDATIONS TO MEET FBC WIND UPLIFT REQUIREMENTS INTO ROOF

DECKING. INSTALL PREFINISHED METAL RIDGE CAP, RAKE FLASHING, AND EDGE METAL TRIM, AS DETAILED.

EX

EX A

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

TYP.

MIR.

EXISTING DOOR TO

REMAIN

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A001

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

EXISTING SITE PLAN

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

TIO

N

C O

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R C

O

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M

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EU

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LEGEND

8/19/2024

A100

A101

A102

N

SCALE: 1/8" = 1'-0"

1 EXISTING SITTE PLAN

A001 0 4' 8' 16'

COTTAGE #1

COTTAGE #2

COTTAGE #3

COTTAGE #4

EXISTING

CISTERN

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A002

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

PROPOSED SITE PLAN

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

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N

C O

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O

UN

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LEGEND

8/19/2024

A100

A102

2A101

N

SCALE: 1/8" = 1'-0"

1 PROPOSED SITE PLAN

A002 0 4' 8' 16'

NEW 6'-0" WROUT IRON FENCING

COTTAGE #1

COTTAGE #2

COTTAGE #3

OUTDOOR

CLASSROOM

EXISTING

CISTERN

SITE WORK:

CONTRACTOR TO INSTALL NEW 4” 3,000 PSI CONCRETE SIDEWALK W/ FIBER MESH

REINFORCED AND A 0.02% SLOPE. SAW CUT CONTROL JOINTS @ 5’ O.C.

CONTRACTOR SHALL INSTALL MUSEUM SIGNAGE PER OWNERS SPECIFICATIONS WHERE

INDICATED ON PLANS.

INSTALL NEW PREASSURED TREATED WOOD RAMP AS DETAILED AND INDICATED IN THE

DRAWINGS. PROVIDE HANDRAILS WITH CURB RAIL AROUND LANDING, AT RAMP AS

DETAILED AND INDICATED IN THE DRAWINGS. PROVIDE 5'X5' LEVEL CONCRETE LANDING

AT THE BOTTOM OF RAMP AS DETAILED AND INSTALL NEW ADA PARKING SPOT.

WORK NOTES

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A003

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

RESTROOM LOCATION

PLAN

G O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

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N

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EU

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LEGEND

8/19/2024

TRAVEL DISTANCE TO

NEAREST RESTROOM

407'-6"

MARGOOD

HARBOR PARK

MARGOOD

INTERPRETIVE

CENTER

PETTIT D

RIVE

N

SCALE: 1/16" = 1'-0"

1 RESTROOM LOCATION PLAN

A003 0 8' 16' 32'

2023 FLORIDA BUILDING CODE - BUILDING, EIGHTH EDITION, CHAPTER 29 PLUMBING SYSTEMS, SECTION

[P]2902.3.3 LOCATION OF TOILET FACILITIES IN OCCUPANCIES OTHER THAN MALLS.

IN OCCUPANCIES OTHER THAN COVERED AND OPEN MALL BUILDINGS, THE REQUIRED PUBLIC

AND EMPLOYEE TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN ONE STORY ABOVE OR

BELOW THE SPACE REQUIRED TO BE PROVIDED WITH TOILET FACILITIES, AND THE PATH OF

TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 FEET (152 M).

2023 FBC BUILDING CODE - NOTE

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A100

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

COTTAGE #1 FLOOR

PLANS

G O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

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N

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8/19/2024

COTTAGE

NO. 1

B

A

A

A

A

A200

A200

A200

±3'-9"±17'-7"11'-9"

4'-4"5'12'

'-6

'-9

5'

'-7

A200

UP

A301

A302

A300

A502

5'

A301

COTTAGE

NO. 1

EXISTING FLOOR GIRDER LOCATION.

2x8 P.T. JOIST @16" O.C. TYP.

6x6 P.T. COLUMN WITH 1'-6"

EMBEDMENT MIN. (TYP.)

NEW CAST IN PLACE CONCRETE

STAIR FOUNDATION

EXISTING CMU COLUMN WITH SOOTH

PLASTER FINISH TO REMAIN (TYP.)

(2) 2x8 BEAM

MODULAR BUILDING ANCHORAGE

INCLUDING WOOD ATTACHMENT

RATED FOR 3,000 LBS. EACH (TYP.)

NN

N

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

1 COTTAGE NO. 1 DEMOLITION PLAN

A100 0 2' 4' 8' SCALE: 1/4" = 1'-0"

2 COTTAGE NO. 1 RENOVATION PLAN

A100 0 2' 4' 8'

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

3 COTTAGE NO. 1 FRAMING PLAN

A100 0 2' 4' 8'

2626 2424

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A101

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

COTTAGE #2 FLOOR

PLANS

G O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

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N

C O

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LEGEND

8/19/2024

BA

A

'-1

'-2

±3'-9"±17'-7"

2'-3"

5'

1'

3' -6

" M

IN

UP

A300

±21'-4"

1'-6"

4'2'-3"4'

COTTAGE

NO. 2

COTTAGE

NO. 2

EXISTING FLOOR GIRDER LOCATION.

NEW CAST IN PLACE CONCRETE

STAIR FOUNDATION

2x8 P.T. JOIST @16" O.C. TYP.

6x6 P.T. COLUMN WITH 1'-6"

EMBEDMENT MIN. (TYP.)

(2) 2x8 BEAM(2) 2x8 BEAM

EXISTING CMU COLUMN WITH SOOTH

PLASTER FINISH TO REMAIN (TYP.)

MODULAR BUILDING ANCHORAGE

INCLUDING WOOD ATTACHMENT

RATED FOR 3,000 LBS. EACH (TYP.)

NN

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

2 COTTAGE NO. 2 RENOVATION PLAN (ADD ALT. #1)

A101 0 2' 4' 8'SCALE: 1/4" = 1'-0"

1 COTTAGE NO. 2 DEMOLITION PLAN (ADD ALT. #1)

A101 0 2' 4' 8'

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

3 COTTAGE NO. 2 FRAMING PLAN (ADD ALT. #1)

A101 0 2' 4' 8'

ALT #1

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A102

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

COTTAGE #3 AND

OUTDOOR

CLASSROOM PLANS

G O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

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N

C O

LL

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LEGEND

8/19/2024

EX

B

A

A

2'-3"15'-6"2'-3"

20'

1'5'

7'-6" 5' 7'-6"

36' 5'

±4"

±6'-6 1/2" ±5'-8 1/2"

5'

2' 5'-6" 5' 5'-6" 2'

'-7

'-9

5'

A303

A303

A103

A3033

A303

A303

A

CC

'-4

'-8

'-4

'-9

5'

6'-7"5'6'5'

COTTAGE

NO. 3

OUTDOOR CLASSROOM

OLD CISTERN

COTTAGE

NO. 3

OLD CISTERN

COTTAGE NO. 4

GARAGE / STORAGE

N

N

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

2 OUTDOOR CLASSROOM (BASE BID) AND COTTAGE NO. 3 (ADD ALT. #2) FLOOR PLAN

A102 0 2' 4' 8'

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

1 COTTAGE NO. 4 (BASE BID) AND COTTAGE NO. 3 (ADD ALT. #2) DEMOLITION PLAN

A102 0 2' 4' 8'

3838 38

ALT #2

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A103

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

COTTAGE #3 FRAMING

AND OUTDOOR CLASS.

FOUNDATION PLANS

G O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

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N

C O

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LEGEND

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15'-6"

EXISTING FLOOR GIRDER

LOCATION

NEW CAST IN PLACE CONCRETE

STAIR FOUNDATION

2x8 P.T. JOIST @16" O.C. TYP.

CMU COLUMN WITH SOOTH

PLASTER FINISH TO REMAIN (TYP.)

2x8 P.T. JOIST @16" O.C. TYP.2x8 P.T. JOIST @16" O.C. TYP.

2x8 P.T. JOIST @16" O.C. TYP.2x8 P.T. JOIST @16" O.C. TYP.

6x6 P.T. COLUMN WITH 1'-6"

EMBEDMENT MIN. (TYP.)

(2) 2x8 BEAM(2) 2x8 BEAM

MODULAR BUILDING ANCHORAGE

INCLUDING WOOD ATTACHMENT

RATED FOR 3,000 LBS. EACH (TYP.)

6x6 P.T. COLUMN WITH 1'-6"

EMBEDMENT MIN. (TYP.)

EXISTING CMU COLUMN WITH SOOTH

PLASTER FINISH TO REMAIN (TYP.)

6x6 P.T. COLUMN WITH 3'-0"

EMBEDMENT MIN. (TYP.)

EXISTING CISTERN TO REMAIN

CONTRACTOR SHALL VERIFY

FOUNDATION DESIGN WITH

CANOPY MANUFACTURER.

PROVIDE SIGN & SEAL SHOP

DRAWINGS FROM A FLORIDA

LICENSED ENGINEER FOR

APPROVAL.

CONTRACTOR SHALL VERIFY

FOUNDATION DESIGN WITH

CANOPY MANUFACTURER.

PROVIDE SIGN & SEAL SHOP

DRAWINGS FROM A FLORIDA

LICENSED ENGINEER FOR

APPROVAL.

PREFINISHED 6" Ø

DOWNSPOUT

INFLOW

PREFINISHED 4" Ø

DOWNLEADER

INFLOW (1/4" PER

FOOT SLOPE MIN.)

±0'-0"

SLAB

±10'-9"

RIDGE

±8'-0"

CLEARANCE

20'

A103

A3033

A303

A303

R

ID

G

E DS

DS

N

N

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

3 OUTDOOR CLASSROOM FOUNDATION PLAN AND COTTAGE NO. 3 FRAMING PLAN (ADD ALT. #2)

A103 0 2' 4' 8'

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

2 SOUTH ELEVATION

A103 0 2' 4' 8'SCALE: 1/4" = 1'-0"

1 OUTDOOR CLASSROOM ROOF PLAN

A103 0 2' 4' 8'

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

CONSULTANTS

A200

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

EXTERIOR ELEVATIONS

O

O D

LA

N

D , F

LO

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D A

M A

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O

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C O

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A

G

ES

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TO

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N

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LEGEND

8/19/2024

±13'-9"

ROOF RIDGE

±1'-2"

COTTAGE FLOOR

±12'-0"

RIDGE

0'-0"

SITE

±13'-9"

ROOF RIDGE

±1'-2"

COTTAGE FLOOR

0'-0"

SITE

±13'-9"

ROOF RIDGE

±1'-2"

COTTAGE FLOOR

±12'-0"

RIDGE

0'-0"

SITE

±13'-9"

ROOF RIDGE

±1'-2"

COTTAGE FLOOR

0'-0"

SITE

±12'-0"

RIDGE

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

4 SOUTH ELEVATION - COTTAGE NO.1 (TYP. FOR COTTAGES #2 & #3)

A200 0 2' 4' 8'

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

2 WEST ELEVATION - COTTAGE NO.1 (TYP. FOR COTTAGES #2 & #3)

A200 0 2' 4' 8'

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

1 NORTH ELEVATION -COTTAGE NO.1 (TYP. FOR COTTAGES #2 & #3)

A200 0 2' 4' 8'

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

3 EAST ELEVATION - COTTAGE NO.1 (TYP. FOR COTTAGES #2 & #3)

A200 0 2' 4' 8'

10 17

9 9

10 12

10 12

10 12

5 5

6 7

6 7

9 9

A300

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

SECTIONS

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

TIO

N

C O

LL

IE

R C

O

UN

TY

M

US

EU

M S

8/19/2024

EXISTING NOVELTY COVE SIDING. REPLACE ANY DAMAGED

OR DETERIORATED SIDING WITH NEW MATERIAL AS

REQUIRED. REMOVE LOOSE CRACKED PAINT, CLEAN, PRIME

AND PAINT

NEW STAINLESS STEEL HANDRAILS

CONTRACTOR TO INSTALL NEW 4”

3,000 PSI CONCRETE SIDEWALK

W/ FIBER MESH REINFORCED AND

A 0.02% SLOPE. SAW CUT

CONTROL JOINTS @ 5’ O.C.

INSTALL 5/8" P.T. PLYWOOD PANEL OVER EXISTING WOOD

ROOF BEAMS, INSTALL SYNTHETIC WATERPROOFING

UNDERLAYMENT OVER ROOF DECKING AND SELF ADHERED

RUBBERIZED ASPHALT UNDERLAYMENT ALONG THE RIDGE

AND PERIMETER OF ROOF EDGE. INSTALL 24” WIDE 5V

CRIMP METAL ROOF PANELS WITH GROMMET/SELF SEALING

SCREW FASTENERS

EXISTING NOVELTY COVE

SIDING. REPLACE ANY

DAMAGED OR

DETERIORATED SIDING

WITH NEW MATERIAL AS

REQUIRED. REMOVE

LOOSE CRACKED PAINT,

CLEAN, PRIME AND PAINT

A500

A500

A500

1' 1' 1'

FI

EL

D V

ER

IF

Y

' C

EI

LI

N G

H

EI

G H T

' C

EI

LI

N G

H

EI

G H T

'-4

±8'-3"

AWNING EAVE EDGE

±13'-4"

RIDGE

0'-0"

SITE

±1-2"

TOP OF RAMP LANDING

A502

A502

5'-1" 10"

1'-8"

NEW MONOLITIC CONCRETE SLAB. MIN. 3000

PSI W/ #4 REBAR @ 24" O.C. EACH WAY

INSTALL MODULAR BUILDING

ANCHORAGE, INCLUDING WOOD

ATTACHMENT RATED FOR 3,000

LBS.

INSTALL NEW WOOD/PLEXIGLASS PARTITION IN EXHIBIT SPACE. PRECUT P.T. WOOD

MULLION AND P.T. WOOD RAILS TO SIZE. ADHERE PREMIUM SILICONE SEALANT AROUND

PERIMETER OF ½” PLEXIGLASS AND ADHERE PLEXIGLASS TO RAILS. ATTACH STAINLESS

STEEL HINGE AND LATCH SYSTEM WHERE INDICATED ON PLANS. FIELD VERIFY ALL

DIMENSIONS.

INSTALL MODULAR BUILDING

ANCHORAGE, INCLUDING WOOD

ATTACHMENT RATED FOR 3,000

LBS.

INSTALL NEW PERIOD

APPROPRIATE NON

FUNCTIONING PLUMBING

FIXTURES AND

ACCESSORIES WHERE

INDICATED.

INSTALL NEW PERIOD

APPROPRIATE NON

FUNCTIONING PLUMBING

FIXTURES AND

ACCESSORIES WHERE

INDICATED.

REMOVE EXISTING WOOD PANELING ON WALL, CEILINGS, INSTALL NEW BEADBOARD

WALLS, CEILINGS, AND VARIOUS. WHERE FACE NAILING IS NECESSARY, SINK NAILHEADS

BELOW SURFACE OF WOOD. INSTALL NEW TRIM IN MATCHING PROFILES WHERE EXISTING

TRIM IS MISSING/DAMAGED. CLEAN, CAULK, PRIME AND PAINT WOOD CEILINGS, WALLS,

TRIM, FRAMES, MOLDINGS, ETC. COLOR TO MATCH EXISTING COLOR AND SHEEN.

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

1 COTTAGE NO.1 LONGITUDINAL SECTION

A300 0 1' 2' 3'

A301

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

TIO

N

C O

LL

IE

R C

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UN

TY

M

US

EU

M S

8/19/2024

EXISTING NOVELTY COVE SIDING. REPLACE ANY DAMAGED OR

DETERIORATED SIDING WITH NEW MATERIAL AS REQUIRED.

REMOVE LOOSE CRACKED PAINT, CLEAN, PRIME AND PAINT

NEW MONOLITIC CONCRETE SLAB. MIN. 3000 PSI W/ #4

REBAR @ 24" O.C. EACH WAY

NEW PRIFINISHED ALUMINUM FLASHING

5V CRIMP ROOF

SCRAPE LOOSE PAINT OFF FROM AWNING, SOFFIT AND

SUPPORTING ELEMENTS. SAND, PRIME AND PAINT 2 COATS

5V CRIMP ROOF

NEW MONOLITIC CONCRETE SLAB. MIN. 3000 PSI W/ #4

REBAR @ 24" O.C. EACH WAY

INSTALL 5/8" P.T. PLYWOOD PANEL OVER EXISTING WOOD

ROOF BEAMS, INSTALL SYNTHETIC WATERPROOFING

UNDERLAYMENT OVER ROOF DECKING AND SELF ADHERED

RUBBERIZED ASPHALT UNDERLAYMENT ALONG THE RIDGE

AND PERIMETER OF ROOF EDGE. INSTALL 24” WIDE 5V

CRIMP METAL ROOF PANELS WITH GROMMET/SELF SEALING

SCREW FASTENERS

EXISTING NOVELTY COVE SIDING. REPLACE ANY DAMAGED OR

DETERIORATED SIDING WITH NEW MATERIAL AS REQUIRED. REMOVE

LOOSE CRACKED PAINT, CLEAN, PRIME AND PAINT

RESTORE WINDOWS PER WORK NOTES

±13'-9"

ROOF RIDGE

±1'-2"

COTTAGE FLOOR

0'-0"

SITE

±8'-3"

AWNING EAVE EDGE

NEW ADA ACCESSIBLE STAINLESS STEEL 2" ALUMINUM PIPE

HANDRAIL

A500

A500

A502

A502 4

'-1 /2

'-6

'-6

NEW MONOLITIC CONCRETE

SLAB. MIN. 3000 PSI W/ #4

REBAR @ 24" O.C. EACH WAY

2X6 P.T. WOOD PLANKS OVER 2X8

P.T. JOIST @ 16" O.C.

2'-1" 3'-1" 3'-1" 3'-1" 1'-10 1/2" 2'-6" 1'-9"

17'-6"

0'-0"

SITE

±1-2"

TOP OF RAMP LANDING

NEW ADA ACCESSIBLE

STAINLESS STEEL 1 1/4"

ALUMINUM PIPE HANDRAIL

A502

A502

'-8

A502

SLOPE 1:12

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

1 RAMP LONGITUDINAL SECTION

A301 0 1' 2' 3'

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

2 COTTAGE NO.1 RAMP LONGITUDINAL SECTION

A301 0 1' 2' 3'

A302

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

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A

G

ES

R

ES

TO

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UN

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US

EU

M S

8/19/2024

REPLACE EXISTING WOOD PANELING IN

WALL AND CEILING WITH NEW BEADBOARD

INTERIOR PANEL. PRIME AND PAINT 2

COATS

EXISTING NOVELTY COVE SIDING. REPLACE ANY DAMAGED

OR DETERIORATED SIDING WITH NEW MATERIAL AS

REQUIRED. REMOVE LOOSE CRACKED PAINT, CLEAN, PRIME

AND PAINT

NEW STAINLESS STEEL HANDRAILS

NEW MONOLITIC CONCRETE SLAB. MIN. 3000

PSI W/ #4 REBAR @ 24" O.C. EACH WAY

NEW STAINLESS STEEL HANDRAILS (BEYOND).

COORDINATE WITH PLAN

CONTRACTOR TO INSTALL NEW 4”

3,000 PSI CONCRETE SIDEWALK

W/ FIBER MESH REINFORCED AND

A 0.02% SLOPE. SAW CUT

CONTROL JOINTS @ 5’ O.C.

INSTALL 5/8" P.T. PLYWOOD PANEL OVER EXISTING WOOD

ROOF BEAMS, INSTALL SYNTHETIC WATERPROOFING

UNDERLAYMENT OVER ROOF DECKING AND SELF ADHERED

RUBBERIZED ASPHALT UNDERLAYMENT ALONG THE RIDGE

AND PERIMETER OF ROOF EDGE. INSTALL 24” WIDE 5V

CRIMP METAL ROOF PANELS WITH GROMMET/SELF SEALING

SCREW FASTENERS

A500

A500

A500

1'11"6"E.Q.E.Q.E.Q.

±8'-3"

AWNING EAVE EDGE

±13'-4"

RIDGE

0'-0"

SITE

±1-2"

TOP OF RAMP LANDING

RESTORE EXISTING HARD PINE FLOORING.

SUPPLEMENT DAMAGED FLOORING WITH

FLOORING FROM COTTAGE #2 AND #3, AS

NEEDED. REPLACE ANY DAMAGED TRIM, AS

NEEDED. PROFILE TO MATCH EXISTING.

LEVEL EXISTING DOOR THRESHOLD WITH

NEW CONCRETE LANDING

A502

A502

FI

EL

D V

ER

IF

Y

5'-1"10"4'-10"1'-8"

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

1 COTTAGE NO.1 STAIR SECTION

A302 0 1' 2' 3'

A303

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

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A

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R

ES

TO

RA

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IE

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UN

TY

M

US

EU

M S

8/19/2024

EXISTING CISTERN

NEW MONOLITIC CONCRETE SLAB. MIN. 3000

PSI W/ #4 REBAR @ 24" O.C. EACH WAY

PROPOSED 4"

CISTERN OVERFLOW

PREFINISHED 6"

GUTTER

GUTTER OUTFALL

±10'-9"

RIDGE

±8'-0"

CLEARANCE

±0'-0"

6X6 P.T. COLUM WITH

3' EMBEDMENT MIN.

COMPACT FILL (TYP.)

(5) #5 BARS THRU

POST @ 8" O.C.

CONTRACTOR SHALL VERIFY

FOUNDATION DESIGN WITH

CANOPY MANUFACTURER.

PROVIDE SIGN & SEAL SHOP

DRAWINGS FROM A FLORIDA

LICENSED ENGINEER FOR

APPROVAL.

CONTRACTOR SHALL VERIFY

FOUNDATION DESIGN WITH

CANOPY MANUFACTURER.

PROVIDE SIGN & SEAL SHOP

DRAWINGS FROM A FLORIDA

LICENSED ENGINEER FOR

APPROVAL.

TO IRRIGATION.

PLUMBING

DESIGN BY

IRRIGATION

CONTRACTOR

IRRIGATION PUMP

DESIGN BY SYSTEM

CONTRACTOR

FILTRATION

±0'-0"

SLAB

±10'-9"

RIDGE

±8'-0"

CLEARANCE

±0'-0"

SLAB

±10'-9"

RIDGE

±8'-0"

CLEARANCE

±0'-0"

SLAB

±10'-9"

RIDGE

±8'-0"

CLEARANCE

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

4 OUTDOOR CLASSROOM SECTION

A303 0 1' 2' 3'

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

2 EAST ELEVATION - OUTDOOR CLASSROOM

A303 0 2' 4' 8' SCALE: 1/4" = 1'-0"

3 WEST ELEVATION - OUTDOOR CLASSROOM

A303 0 2' 4' 8'SCALE: 1/4" = 1'-0"

1 NORTH ELEVATION - OUTDOOR CLASSROOM

A303 0 2' 4' 8'

A500

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

TYPICAL ROOF PLAN &

DETAILS

G O

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D A

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O

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C O

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8/19/2024

POP RIVET AT 8" O.C.

RIDGE TRIM

OUTSIDE CLOSURE

5V CRIMP ROOF PANEL

EXISTING RAFTERS TO REMAIN

BUTYL TAPE SEALANT

HEAVY GUAGE 'Z' CLOSURE WITH PERFORATIONS

EXISTING PURLINS TO REMAIN

SELF ADHESIVE RUBBERIZED ASPHALT UNDERLAYMENT

NEW 5/8" P.T. PLYWOOD ROOF DECK

SYNTHETIC WATERPROOFING UNDERLAYMENT

EXISTING NOVELTY COVE SHIPLAP SIDING. REPLACE ANY DAMAGED

OR DETERIORATED SIDING WITH NEW MATERIAL AS REQUIRED.

REMOVE LOOSE CRACKED PAINT, CLEAN, PRIME AND PAINT

URETHANE SEALANT CONTINUOUS BEAD ALONG TOP OF CLOSURE

INSIDE CLOSURE

TRI-BEAD SEALANT

WOOD FASTENER WITH WASHER

5V CRIMP ROOF PANEL

SELF ADHESIVE RUBBERIZED ASPHALT UNDERLAYMENT

PANCAKE HEAD SELF-TAPPER FASTERNER AT 5'-0" O.C.

NEW PREFINISHED ALUMINUM EDGE

EXISTING RAFTERS TO REMAIN

NEW 5/8" P.T. PLYWOOD ROOF DECK

EXISTING PURLING TO REMAIN

SIMPSON STRONG TIE H2.5A AT EACH EXISTING RAFTER

SYNTHETIC WATERPROOFING UNDERLAYMENT

EXISTING NOVELTY COVE SHIPLAP SIDING. REPLACE ANY DAMAGED

OR DETERIORATED SIDING WITH NEW MATERIAL AS REQUIRED.

REMOVE LOOSE CRACKED PAINT, CLEAN, PRIME AND PAINT

PREFINISHED ALUMINUM RAKE TRIM

EXISTING WOOD FASCIA. REMOVE LOOSE CRACKED PAINT,

CLEAN, PRIME AND PAINT 2 COATS

5V CRIMP ROOF PANEL

SELF ADHESIVE RUBBERIZED ASPHALT UNDERLAYMENT

PANCAKE HEAD SELF-TAPPER FASTERNER AT 5'-0" O.C.

NEW 5/8" P.T. PLYWOOD ROOF DECK

EXISTING GABLE WALL RAFTER FRAMING BEYOND

EXISTING RAFTER TO REMAIN

EXISTING PURLINS TO REMAIN

SYNTHETIC WATERPROOFING UNDERLAYMENT

EXISTING NOVELTY COVE SHIPLAP SIDING. REPLACE ANY DAMAGED

OR DETERIORATED SIDING WITH NEW MATERIAL AS REQUIRED.

REMOVE LOOSE CRACKED PAINT, CLEAN, PRIME AND PAINT

5V CRIMP ROOF PANEL

EXISTING RAFTERS TO REMAIN

PANCAKE HEAD FASTERNER 8" O.C.

PREFINISHED ALUMINUM FLASHING

HIGH-TEMP BUTYL TAPE SEALANT

OUTSIDE CLOSURE

BUTYL TAPE SEALANT

EXISTING WOOD STUD FRAMING BEYOND

EXISTING WOOD PLANK ROOF DECKING. REPLACE ANY DAMAGED OR

DETERIORATED WOOD PLANK DECKING WITH NEW MATERIAL AS REQUIRED

SYNTHETIC WATERPROOFING UNDERLAYMENT

EXISTING WOOD FASCIA. REMOVE LOOSE CRACKED PAINT,

CLEAN, PRIME AND PAINT 2 COATS. REPLACE ANY DAMAGED OR

DETERIORATED WITH NEW MATERIAL AS REQUIRED

URETHANE SEALANT CONTINUOUS BEAD ALONG TOP OF CLOSURE

INSIDE CLOSURE

TRI-BEAD SEALANT

WOOD FASTENER WITH WASHER

5V CRIMP ROOF PANEL

SELF ADHESIVE RUBBERIZED ASPHALT UNDERLAYMENT

PANCAKE HEAD SELF-TAPPER FASTERNER AT 5'-0" O.C.

NEW PREFINISHED ALUMINUM EDGE

EXISTING RAFTERS, REMOVE LOOSE CRACKED PAINT, CLEAN,

PRIME AND PAINT 2 COATS.

EXISTING WOOD PLANK ROOF DECKING. REPLACE ANY DAMAGED

OR DETERIORATED WOOD PLANK DECKING WITH NEW MATERIAL AS

REQUIRED

SYNTHETIC WATERPROOFING UNDERLAYMENT

EXISTING NOVELTY COVE SHIPLAP SIDING.

REPLACE ANY DAMAGED OR DETERIORATED

SIDING WITH NEW MATERIAL AS REQUIRED.

REMOVE LOOSE CRACKED PAINT, CLEAN,

PRIME AND PAINT

5V CRIMP ROOF PANEL

PANCAKE HEAD FASTERNER 8" O.C.

PREFINISHED ALUMINUM RAKE WALL FLASHING

HIGH-TEMP BUTYL TAPE SEALANT

EXISTING WOOD STUD FRAMING BEYOND

NEW 5/8" P.T. PLYWOOD ROOF DECK

SYNTHETIC WATERPROOFING UNDERLAYMENT

EX

EX A

A500

EXISTING WALL

NEW WALL. SEE WALL TYPES

ELEVATION/SECTION NUMBER

SHEET NUMBER

WORK LEGEND NOTE

PHOTO MARKER

PHOTO # / SHEET #

AWNING ABOVE

WIDE 5V CRIMP METAL ROOF PANELS

NOT IN CONTRACT

HEART PINE WOOD FLOOR

CONCRETE LANDING

N.I.C.

A.F.F.

B.F.F.

EXISTING WINDOW TO

REMAIN

ROOM NAME

NOT IN CONTRACT

ABOVE FINISH FLOOR

BELOW FINISH FLOOR

TYPICAL

MIRROR

ROOF SLOPE

ROOF RIDGE

ELEVATION MARKER

1/A100

RIDGE

N.I.C.

ROOM

±19'-7" ±3'-9"

'-3

A500

A500

A500

A500

A500

A500

A500

A500

5 12

LOW LOW

RIDGE

RIDGE

RIDGE

SCALE: 3" = 1'-0"

2 RIDGE DETAIL

A500 0 3'' 6'' 9''

SCALE: 3" = 1'-0"

3 EAVE EDGE DETAIL

A500 0 3'' 6'' 9'' SCALE: 3" = 1'-0"

4 RAKE DETAIL

A500 0 3'' 6'' 9''

SCALE: 3" = 1'-0"

5 AWNING WALL BASE DETAIL

A500 0 3'' 6'' 9'' SCALE: 3" = 1'-0"

6 AWNING EAVE DETAIL

A500 0 3'' 6'' 9'' SCALE: 3" = 1'-0"

7 RAKE WALL DETAIL

A500 0 3'' 6'' 9''

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

1 TYPICAL ROOF PLAN

A500 0 2' 4' 8'

A501

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

O

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EU

M S

8/19/2024

EXISTING NOVELTY COVE

SIDING. REPLACE ANY

DAMAGED OR

DETERIORATED SIDING

WITH NEW MATERIAL AS

REQUIRED. REMOVE

LOOSE CRACKED PAINT,

CLEAN, PRIME AND

PAINT

REPLACE EXISTING WOOD

PANELING IN WALL AND

CEILING WITH NEW

BEADBOARD INTERIOR

PANEL. PRIME AND PAINT 2

COATS

EXISTING

EXISTING WINDOW

HEAD, SCRAPE

LOOSE PAINT,

SAND, CLEAN,

PRIME, AND

PAINT, 2 COATS.

(JAMB SIMILAR)

TOP RAIL OF TOP

SASH,SCRAPE

LOOSE PAINT,

SAND CLEAN

PRIME AND PAINT

2, COATS.

TYPICAL MUNTIN,

SCRAPE LOOSE

PAINT, SAND,

CLEAN, PRIME

AND PAINT, 2

COATS

MEETING RAIL,

SCRAPE LOOSE

PAINT, SAND

CLEAN PRIME AND

PAINT 2, COATS.

BOTTOM RAIL OF

BOTTOM SASH,

SCRAPE LOOSE

PAINT, SAND

CLEAN PRIME AND

PAINT 2, COATS.

WINDOW SILL,

SCRAPE LOOSE

PAINT, SAND

CLEAN PRIME AND

PAINT 2, COATS.

CAREFULLY REMOVE AND

INSTALL NEW GLAZING

CAREFULLY REMOVE AND

INSTALL NEW GLAZING

' M

IN

P.T. 2x4 WOOD RAIL

1/2" PLEXIGLASS

P.T. 2x4 WOOD MULLION

REFINISH FLOORING

P.T. 2x4 WOOD RAIL

1/2" PLEXIGLASS

P.T. 2x4 WOOD MULLION P.T. 2x4 WOOD MULLION

STAINLES STEEL DOOR LATCH

(3 ) STAINLES STEEL DOOR HINGE

P.T. 2x4 WOOD RAIL (BEYOND)

PUBLIC SIDE

EXHIBIT SIDE

2'-10" DOOR 3' 3' 3' 3'

SCALE: 3" = 1'-0"

3 WINDOW DETAIL

A501 0 3'' 6'' 9''

SCALE: 3" = 1'-0"

1 WOOD/ PLEXIGLAS PARTITION HEAD/SILL

A501 0 3'' 6'' 9''

SCALE: 3" = 1'-0"

2 WOOD/ PLEXIGLASS PARTITION JAMB DETAIL

A501 0 3'' 6'' 9''

A502

100% SUBMITTAL

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

169323

10/12/2023

AW

O

O D

LA

N

D , F

LO

RI

D A

M A

RG

O

O D

C O

TT

A

G

ES

R

ES

TO

RA

TIO

N

C O

LL

IE

R C

O

UN

TY

M

US

EU

M S

8/19/2024

1/2"X4" MASONRY

EXPANDING FASTENERS.

S.S

3" S.S. BOLTS WITH

WASHERS AND LOCK

WASHERS

4" S.S. BOLTS WITH

WASHERS AND LOCK

WASHERS

3" S.S. BOLTS WITH

WASHERS AND LOCK

WASHERS

EPOXY GROUT

2" ALUMINIUM RAIL POST

CONCRETE LANDING

3'-6" MINIMUM

'-6

V A R

IE

S

'-1

1'-4"

NEW 2" ALUMINUM PIPE

HANDRAIL RETURN

6X6 POST SET IN

CONCRETE AT LEAST 30"

DEEP X 18" DIA. (TYP)

2X8 P.T. WOOD JOIST

CONCRETE…