Attachment_2_-_Drawings.PDF

PDF 27 MB Posted Aug 13, 2026

Attached to: Free Quaker Meeting House, Roof Repair, Conservati
Solicitation number: 140D0426Q0825
Issued by: Department of the Interior Departmental Offices Interior Business Center

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Written by GovTribe AI · Aug 13, 2026

This is a Drawings attachment (PDF) for a Request for Quote solicitation related to roof repair and conservation work at the Free Quaker Meeting House, Independence National Historical Park. The specific file content describing the technical drawings is not provided in the submission; however, based on the related solicitation details, these drawings support the requirement for replacement of terra cotta tile roof and repair, conservation, or selective replacement of exterior building components.

The solicitation (140D0426Q0825) is issued by the Department of the Interior, Interior Business Center, Acquisition Services Directorate, for a project valued between $1,000,000 and $5,000,000. This is a Total Small Business set-aside under NAICS Code 238160 (Roofing Contractors) with a $19.0 million business size standard. A mandatory site visit is scheduled for August 26, 2026, at 12:00 p.m. EDT; contractors must notify the Contract Specialist (fariha_natawan@ibc.doi.gov) and Contracting Officer (Stephanie_McCullough@ibc.doi.gov) by August 24, 2026, at 12:00 p.m. EDT with company name and attendee information to receive the site address and point of contact details. Pricing information and work scope details are provided in Attachment 6, Pricing Sheet, and quotes should be submitted in accordance with the RFQ requirements.

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Other files

File	Type	Posted
Sol_140D0426Q0825_Amd_0003.pdf	PDF	Sep 11, 2026
Site_Visit_Attendees_0002.pdf	PDF	Sep 2, 2026
Sol_140D0426Q0825_Amd_0002.pdf	PDF	Sep 2, 2026
Questions_QuakerHouseRoof_0002.xlsx	XLSX spreadsheet	Sep 2, 2026
Sol_140D0426Q0825_Amd_0001.pdf	PDF	Aug 23, 2026
Attachment_5_-_PPQ.pdf	PDF	Aug 13, 2026
Attachment_3_-_Specifications.PDF	PDF	Aug 13, 2026
Attachment_1_-_Statement_of_Work.pdf	PDF	Aug 13, 2026
Attachment_6_-_Pricing_Sheet.xlsx	XLSX spreadsheet	Aug 13, 2026
Combined_Synopsis_Solicitation.pdf	PDF	Aug 13, 2026
Attachment_4_-_Wage_Determination.pdf	PDF	Aug 13, 2026

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United States Department of Interior, National Park Service Historic Preservation Training Center

REPLACE TERRA COTTA TILE ROOF & REPAIR EXTERIOR

FREE QUAKER MEETING HOUSE

CONSTRUCTION DOCUMENTS

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INDEPENDENCE

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NATIONAL

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PROJECT SITE:

AutoCAD SHX Text T0.1 TITLE SHEET TITLE SHEET T0.2 SITE PLAN/NOTES SITE PLAN/NOTES D2.1 DEMO ROOF PLAN DEMO ROOF PLAN A2.1 ROOF PLAN ROOF PLAN A2.2 JOIST REPAIR PLAN JOIST REPAIR PLAN A2.3 RAFTER REPAIR PLAN RAFTER REPAIR PLAN A3.1 EAST & NORTH ELEVATIONS EAST & NORTH ELEVATIONS A3.2 WEST & SOUTH ELEVATIONS WEST & SOUTH ELEVATIONS

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DRAWING INDEX

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AutoCAD SHX Text A5.1 EXISTING CONDITION - STRUCTURAL EXISTING CONDITION - STRUCTURAL A5.2 FULL JOIST/RAFTER REPAIR FULL JOIST/RAFTER REPAIR A5.3 SHORT JOIST REPAIR SHORT JOIST REPAIR A5.4 DETAILS DETAILS

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AutoCAD SHX Text GENERAL NOTES 1. PER POLICY MEMORRADIUM 23-01 (APPROVED MAY 09, 2023), the ICC's PER POLICY MEMORRADIUM 23-01 (APPROVED MAY 09, 2023), the ICC's FAMILY OF CODES AND THEIR APPENDICES HAVE BEEN ADOPTED AS THE NATIONALLY RECOGNIZED BUILDING CODES FOR THE NATIONAL PARK SERVICE (NPS). ADDITIONALLY, THE NATIONAL ELECTRICAL CODE (NFPA 70 PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION) IS ADOPTED AS THE NATIONALLY RECOGNIZED CODE FOR ELECTRICAL. 2. ALL WORK IN THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ALL WORK IN THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES, GUIDELINES FOR PRESERVING, REHABILITATING, AND RESTORING HISTORIC BUILDINGS. THE STANDARDS CAN BE FOUND HERE: https://www.nps.gov/orgs/ 1739/secretary-standards-treatment-historic-properties.htm 3. DO NOT SCALE DRAWINGS. DO NOT SCALE DRAWINGS. 4. FIELD VERIFY ALL DIMENSIONS & CONDITIONS. NOTIFY THE COR OF ANY FIELD VERIFY ALL DIMENSIONS & CONDITIONS. NOTIFY THE COR OF ANY CONDITIONS NOT ADDRESSED IN THESE DOCUMENTS PRIOR TO SUBMITTING A BID. 5. ALL DIMENSIONS NOTED AS "±", "EXIST.", AND/OR "V.I.F" ARE EXISTING & ALL DIMENSIONS NOTED AS "±", "EXIST.", AND/OR "V.I.F" ARE EXISTING & SHALL BE VERIFIED IN FIELD. 6. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUD OR ALL DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUD OR MASONRY UNLESS OTHERWISE NOTED. 6. ALL ITEMS INDICATED, NOTED OR SPECIFIED IN THESE CONTRACT ALL ITEMS INDICATED, NOTED OR SPECIFIED IN THESE CONTRACT DOCUMENTS SHALL BE NEW, FURNISHED & INSTALLED BY THE GENERAL CONTRACTOR AS PART OF THIS CONTRACT UNLESS OTHERWISE NOTED.

AutoCAD SHX Text HISTORIC TREATMENT TERMS CONSOLIDATE: TO STRENGTHEN LOOSE OR DETERIORATED MATERIALS IN PLACE. TO STRENGTHEN LOOSE OR DETERIORATED MATERIALS IN PLACE. DISMANTLE: TO DISASSEMBLE OR DETACH A HISTORIC ITEM FROM A SURFACE, OR A TO DISASSEMBLE OR DETACH A HISTORIC ITEM FROM A SURFACE, OR A NON-HISTORIC ITEM FROM A HISTORIC SURFACE, USING GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO HISTORIC ITEMS AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED. EXISTING TO REMAIN: EXISTING ITEMS THAT ARE NOT TO BE REMOVED OR DISMANTLED, EXISTING ITEMS THAT ARE NOT TO BE REMOVED OR DISMANTLED, EXCEPT TO THE DEGREE INDICATED FOR PERFORMING REQUIRED SCOPE OF WORK. HISTORIC: SPACES, AREAS, ROOMS, SURFACES, MATERIALS, FINISHES, AND OVERALL SPACES, AREAS, ROOMS, SURFACES, MATERIALS, FINISHES, AND OVERALL APPEARANCE THAT ARE IMPORTANT TO THE SUCCESSFUL PRESERVATION, REHABILITATION, RESTORATION, AND RECONSTRUCTION AS DETERMINED BY THE ARCHITECT. MATCH: TO BLEND WITH ADJACENT CONSTRUCTION AND MANIFEST NO APPARENT TO BLEND WITH ADJACENT CONSTRUCTION AND MANIFEST NO APPARENT DIFFERENCE IN MATERIAL TYPE, SPECIES, CUT, FORM, DETAIL, COLOR, GRAIN, TEXTURE, OR FINISH; AS APPROVED BY ARCHITECT. REMOVE: TO TAKE DOWN OR DETACH A NON-HISTORIC ITEM LOCATED WITHIN A TO TAKE DOWN OR DETACH A NON-HISTORIC ITEM LOCATED WITHIN A HISTORIC SPACE, AREA, OR ROOM, USING GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO HISTORIC ITEMS AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED. REPAIR: TO CORRECT DAMAGE AND DEFECTS, RETAINING EXISTING MATERIALS, TO CORRECT DAMAGE AND DEFECTS, RETAINING EXISTING MATERIALS, FEATURES, AND FINISHES WHILE EMPLOYING AS LITTLE NEW MATERIAL AS POSSIBLE. THIS INCLUDES PATCHING, PIECING-IN, SPLICING, CONSOLIDATING, OR OTHERWISE REINFORCING OR UPGRADING MATERIALS. REPLACE: TO REMOVE, DUPLICATE, AND REINSTALL ENTIRE ITEM WITH NEW MATERIAL. TO REMOVE, DUPLICATE, AND REINSTALL ENTIRE ITEM WITH NEW MATERIAL. THE ORIGINAL ITEM IS THE PATTERN FOR CREATING DUPLICATES UNLESS OTHERWISE INDICATED. REPLICATE: TO REPRODUCE IN EXACT DETAIL, MATERIALS, AND FINISH UNLESS TO REPRODUCE IN EXACT DETAIL, MATERIALS, AND FINISH UNLESS OTHERWISE INDICATED. REPRODUCE: TO FABRICATE A NEW ITEM, ACCURATE IN DETAIL TO THE ORIGINAL, AND TO FABRICATE A NEW ITEM, ACCURATE IN DETAIL TO THE ORIGINAL, AND FROM EITHER THE SAME OR A SIMILAR MATERIAL AS THE ORIGINAL, UNLESS OTHERWISE INDICATED. RESTORE: TO CONSOLIDATE, REPLICATE, REPRODUCE, REPAIR, AND REFINISH AS TO CONSOLIDATE, REPLICATE, REPRODUCE, REPAIR, AND REFINISH AS REQUIRED TO ACHIEVE THE INDICATED RESULTS. RETAIN: TO KEEP EXISTING ITEMS THAT ARE NOT TO BE REMOVED OR DISMANTLED. TO KEEP EXISTING ITEMS THAT ARE NOT TO BE REMOVED OR DISMANTLED. REVERSIBLE: NEW CONSTRUCTION WORK, TREATMENTS, OR PROCESSES THAT CAN BE NEW CONSTRUCTION WORK, TREATMENTS, OR PROCESSES THAT CAN BE REMOVED OR UNDONE IN THE FUTURE WITHOUT DAMAGING HISTORIC MATERIALS UNLESS OTHERWISE INDICATED. SALVAGE: TO LABEL AND PROTECT REMOVED OR DISMANTLED ITEMS FOR LATER TO LABEL AND PROTECT REMOVED OR DISMANTLED ITEMS FOR LATER REINSTALLATION. STABILIZE: TO PROVIDE STRUCTURAL REINFORCEMENT OF UNSAFE OR DETERIORATED TO PROVIDE STRUCTURAL REINFORCEMENT OF UNSAFE OR DETERIORATED ITEMS WHILE MAINTAINING THE ESSENTIAL FORM AS IT EXISTS AT PRESENT; ALSO, TO REESTABLISH A WEATHER-RESISTANT ENCLOSURE. STRIP: TO REMOVE EXISTING FINISH DOWN TO BASE MATERIAL UNLESS OTHERWISE TO REMOVE EXISTING FINISH DOWN TO BASE MATERIAL UNLESS OTHERWISE INDICATED.

AutoCAD SHX Text GENERAL ROOFING NOTES 1. THE CONTRACTOR SHALL PROTECT THE BUILDING AND ALL INTERIOR SPACES THE CONTRACTOR SHALL PROTECT THE BUILDING AND ALL INTERIOR SPACES FROM PRECIPITATION AT ALL TIMES DURING ROOF DEMOLITION OPERATIONS. THE CONTRACTOR SHALL NOT REMOVE OR DISMANTLE MORE OF THE EXISTING ROOF SYSTEM THAN CAN BE FULLY MADE WATERTIGHT PRIOR TO THE END OF EACH WORKDAY OR BEFORE THE ONSET OF RAIN, SNOW, OR OTHER PRECIPITATION. TEMPORARY WEATHER PROTECTION SHALL BE INSTALLED, MAINTAINED, AND MONITORED BY THE CONTRACTOR AS REQUIRED TO ENSURE A COMPLETE AND CONTINUOUS WATERTIGHT CONDITION. THE CONTRACTOR IS FULLY RESPONSIBLE FOR PREVENTING WATER INFILTRATION AND SHALL, AT NO ADDITIONAL COST TO THE GOVERNMENT, REPAIR ANY DAMAGE TO THE BUILDING, FINISHES, EQUIPMENT, SYSTEMS, OR STORED MATERIALS RESULTING FROM FAILURE TO MAINTAIN EFFECTIVE WEATHER PROTECTION. 2. DISMANTLE EXISTING SHINGLES, UNDERLAYMENT, FLASHING, GUTTERS, DISMANTLE EXISTING SHINGLES, UNDERLAYMENT, FLASHING, GUTTERS, DOWNSPOUTS, SHEATHING (2 LAYERS OF 1/2" PLYWOOD, ETC. TO FACILITATE INSTALLATION OF 3/4" PLYWOOD SHEATHING AND TERRA COTTA TILE SHINGLE SYSTEM. 3. NOTE USED. NOTE USED. 4. DISMANTLE EXISTING PARTIAL SISTERS, NAILERS, AND OTHER EXTRANEOUS DISMANTLE EXISTING PARTIAL SISTERS, NAILERS, AND OTHER EXTRANEOUS WOOD MEMBERS TO PROVIDE CLEAN AND CLEAR ACCESS TO FACILITATE WOOD REPAIRS AS DESCRIBED IN THESE CONTRACT DOCUMENTS. 5. SHIM BETWEEN EXISTING ROOF STRUCTURE AND REPLACEMENT PLYWOOD ROOF SHIM BETWEEN EXISTING ROOF STRUCTURE AND REPLACEMENT PLYWOOD ROOF SHEATHING AS REQUIRED TO PRODUCE A SMOOTH SURFACE, WITH-OUT LOW SPOTS, TO RECEIVE REPLACEMENT TERRA COTTA TILE SHINGLE SYSTEM. 6. SELF DRILLING WOOD SCREWS (SDWS) FASTENERS: BASIS OF DESIGN IS SELF DRILLING WOOD SCREWS (SDWS) FASTENERS: BASIS OF DESIGN IS SIMPSON STRONG DRIVE, SDWS, TIMBER SCREW FOR STRUCTURAL WOOD TO WOOD CONNECTIONS OR GOVERNMENT APPROVED EQUAL. TIMBER SCREWS, SDWS, 0.220" DIAMETER, AND OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBED OF 1 1/2" U.O.N. INTO THE RECEIVING MEMBER. PROVIDE TIMBER SCREWS WITH T40, 6-LOBE, 3/4" DIAMETER WASHER TYPE DRIVE HEADS, SAW TOOTH POINT, AND DOUBLE BARRIER COATING TYPE FINISH THAT IS BLACK IN COLOR. ALL TIMBER SCREWS SHALL BE CENTERED 1 " CLEAR OF EDGES 12" CLEAR OF EDGES AND ENDS AND SPACED AT 16" O.C. MAXIMUM AND STAGGERED. PRE-DRILL " PRE-DRILL " 316" DIAMETER PILOT HOLES AT ALL CONNECTIONS PRIOR TO FASTENING. 7. TREAT ALL EXISTING JOIST, RAFTERS, PLATES, TRUSS MEMBERS, ETC. WITH TREAT ALL EXISTING JOIST, RAFTERS, PLATES, TRUSS MEMBERS, ETC. WITH TWO COATS OF BORA-CARE IN STRICT ADHERENCE TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. NOT USED. NOT USED. 9. INCLUDE IN THE BASE BID THE TOTAL COST TO REPLACE 60 LINEAR FEET OF INCLUDE IN THE BASE BID THE TOTAL COST TO REPLACE 60 LINEAR FEET OF BASE BID THE TOTAL COST TO REPLACE 60 LINEAR FEET OF THE TOTAL COST TO REPLACE 60 LINEAR FEET OF THE FOLLOWING: - CORNICE MOLD #01 - OGEE, MATCH EXISTING - CORNICE MOLD #02 - FLAT STOCK, MATCH EXISTING - CORNICE MOLD #03 - FLAT STOCK, MATCH EXISTING - CORNICE MOLD #04 - OVOLO, MATCH EXISTING - CORNICE MOLD #05 - DENTILS, MATCH EXISTING - CORNICE MOLD #06 - OGEE, MATCH EXISTING 10. INCLUDE IN THE BASE BID THE TOTAL COST TO REPOINT/RESET 500 SQ. FT. INCLUDE IN THE BASE BID THE TOTAL COST TO REPOINT/RESET 500 SQ. FT. BASE BID THE TOTAL COST TO REPOINT/RESET 500 SQ. FT. THE TOTAL COST TO REPOINT/RESET 500 SQ. FT. OF BRICK MASONRY. 11. INCLUDE IN THE BASE BID THE TOTAL COST TO REPLACE 20 LINIER FEET OF INCLUDE IN THE BASE BID THE TOTAL COST TO REPLACE 20 LINIER FEET OF BASE BID THE TOTAL COST TO REPLACE 20 LINIER FEET OF THE TOTAL COST TO REPLACE 20 LINIER FEET OF 3x9 WOOD PLATE

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SITE PLAN UNDER CONSTRUCTION

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ARCH STREET

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FIFTH STREET

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(e) COURTYARD AREA - SEE SITE PLAN NOTE #1.

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(e) TREES & SHRUBS - SEE - SITE PLAN NOTE #3, TYP.

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FEET

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(e) GRASS AREA - SEE SITE PLAN NOTE #3, TYP.

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SCAFFOLDING AREA PER SITE PLAN NOTE #4

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CONSTRUCTION STAGING AREA

AutoCAD SHX Text SITE PLAN NOTES: 1. CONTRACTOR MUST MAINTAIN CLEAR AND SAFE PEDESTRIAN ACCESS TO CONTRACTOR MUST MAINTAIN CLEAR AND SAFE PEDESTRIAN ACCESS TO COURTYARD AREA AND SIDEWALKS THROUGHOUT WORK. WHERE PATHWAYS MUST BE CLOSED, SIGNAGE AT INTERSECTIONS MUST BE POSTED ON SIDEWALK AND INNER BLOCK PATHS. 2. CONTRACTOR TO COORDINATE WITH COR PRIOR TO MOBILIZATION FOR CONTRACTOR TO COORDINATE WITH COR PRIOR TO MOBILIZATION FOR TREE TRIMMING. SEE SPECIFICATION SECTION 01 35 29 PROTECTION OF EXISTING VEGETATION, SITE FEATURES AND UTILITIES. 3. CONTRACTOR TO PROVIDE AND INSTALL VEGETATION PROTECTION FENCING CONTRACTOR TO PROVIDE AND INSTALL VEGETATION PROTECTION FENCING AND PROTECT ALL VEGETATION FROM DAMAGE. SEE SPECIFICATION SEE SPECIFICATION SECTION 01 35 29 PROTECTION OF EXISTING VEGETATION, SITE FEATURES AND UTILITIES. 4. CONTRACTOR TO PROVIDE AND INSTALL SCAFFOLDING IN DESIGNATED AREA CONTRACTOR TO PROVIDE AND INSTALL SCAFFOLDING IN DESIGNATED AREA PER OSHA STANDARD 1926 SUBPART L. SCAFFOLDING MUST INCLUDE PEDESTRIAN BRIDGE ON ALL SIDES AT GROUND LEVEL AND A SECURED STAIR TOWER FOR NPS ACCESS AND INSPECTION.

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(E) TREES - SEE SITE PLAN NOTE #3, TYP.

AutoCAD SHX Text ABBREVIATIONS: ± PLUS/MINUS PLUS/MINUS ADJ. ADJACENT ADJACENT A.F.F. ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR A.H. AIR HANDLER AIR HANDLER ALUM. ALUMINUM ALUMINUM BD. BOARD BOARD BLDG. BUILDING BUILDING cj CONTROL JOINT CONTROL JOINT CLO. CLOSET CLOSET C.O.F. CLEAR OF FINISH CLEAR OF FINISH COM.P. COMMUNICATIONS DEVICE(S) COMMUNICATIONS DEVICE(S) CONT. CONTINUOUS CONTINUOUS C.U. CONDENSING UNIT CONDENSING UNIT CW COLD WATER COLD WATER DIA. DIAMETER DIAMETER DBL. DOUBLE DOUBLE (E)/EXIST. EXISTING EXISTING ej EXPANSION JOINT EXPANSION JOINT ENG. ENGINEERED ENGINEERED EXP. EXPOSURE/EXPOSED EXPOSURE/EXPOSED FCU FAN COIL UNIT FAN COIL UNIT FS FAR SIDE FAR SIDE GALV. GALVANIZED GALVANIZED G. BAR GRAB BAR GRAB BAR GYP. BD. GYPSUM BOARD GYPSUM BOARD LAV. LAVATORY LAVATORY H.P. HEAT PUMP HEAT PUMP HPTC HISTORIC PRESERVATION HISTORIC PRESERVATION TRAINING CENTER HT. HEIGHT HEIGHT HW HOT WATER HOT WATER HSS HOLLOW STRUCTURAL HOLLOW STRUCTURAL SECTION HVAC HEATING, VENTING & AIR HEATING, VENTING & AIR CONDITIONING MANF. MANUFACTURER MANUFACTURER MAX. MAXIMUM MAXIMUM MIN. MINIMUM MINIMUM MDP MAIN DISTRIBUTION PANEL MAIN DISTRIBUTION PANEL M.R. MOISTURE RESISTANT MOISTURE RESISTANT NS NEAR SIDE NEAR SIDE o.c. ON CENTER ON CENTER O.H. OPPOSITE HAND OPPOSITE HAND OSB ORIENTED STRAND BOARD ORIENTED STRAND BOARD PLAM. PLASTIC LAMINATE PLASTIC LAMINATE psi POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PTD. PANTED PANTED PVC POLY VINYL CLORIDE POLY VINYL CLORIDE R RADIUS RADIUS REBAR REINFORCEMENT BAR REINFORCEMENT BAR REQ'D. REQUIRED REQUIRED SAN SANITARY SEWER SANITARY SEWER SDWS SELF DRILLING WOOD SELF DRILLING WOOD SCREWS SPEC. SPECIFICATIONS SPECIFICATIONS S.S. STAINLESS STEEL STAINLESS STEEL STO. STORAGE STORAGE SIM. SIMILAR SIMILAR STO. TOILET TOILET TRD. TREATED (PRESSURE) TREATED (PRESSURE) TYP. TYPICAL TYPICAL V.I.F. VERIFY IN FIELD VERIFY IN FIELD U.O.N. UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED W/ WITH WITH W/O WITHOUT WITHOUT WC WATER CLOSET WATER CLOSET WF WIDE FLANGE WIDE FLANGE W.H. WATER HEATER WATER HEATER WWF WELDED WIRE FABRICWELDED WIRE FABRIC

AutoCAD SHX Text BUILDING TO REMAIN OPEN TO NPS, VISITORS & PARTNER GROUPS THROUGHOUT WORK. MAINTAIN CLEAR ACCESS TO MEANS OF EGRESS.

BUILDING TO REMAIN OPEN TO NPS, VISITORS & PARTNER GROUPS THROUGHOUT WORK. MAINTAIN CLEAR ACCESS TO MEANS OF EGRESS.

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AutoCAD SHX Text A5.4

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AutoCAD SHX Text A5.4

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

LINE OF TRUSS BELOW

AutoCAD SHX Text

LINE OF TRUSS BELOW

AutoCAD SHX Text

LINE OF TRUSS BELOW

AutoCAD SHX Text

LINE OF TRUSS BELOW

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

SELF-ADHERED UNDERLAYMENT

AutoCAD SHX Text

SELF-ADHERED UNDERLAYMENT

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text

SELF-ADHERED UNDERLAYMENT

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

SELF-ADHERED MEMBRANE FLASHING

AutoCAD SHX Text A5.3

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

POLE GUTTER - SLOPE 2" DOWN TO DOWNSPOUT

AutoCAD SHX Text

POLE GUTTER - SLOPE 2" DOWN TO DOWNSPOUT

AutoCAD SHX Text

POLE GUTTER - SLOPE 2" DOWN TO DOWNSPOUT

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text

SELF-ADHERED UNDERLAYMENT

AutoCAD SHX Text ej

AutoCAD SHX Text A5.4

AutoCAD SHX Text

CORNICE

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

BELOW

AutoCAD SHX Text A5.4

AutoCAD SHX Text

CORNICE

AutoCAD SHX Text

RETURN

AutoCAD SHX Text

BELOW

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text A5.4

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Joist Schedule Joist # Work Detail # Notes

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Ho us e In de pe nd en ce N at io na l H ist or ica l P ar k

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text

JOIST REPAIR PLAN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

± 5'-6" JOIST, TYP.

AutoCAD SHX Text

± 5'-6" JOIST, TYP.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text 2 1/4" x 7 1/2" JOISTS, TYP.

AutoCAD SHX Text LEGEND: EXISTING CEILING JOIST TO REMAIN EXISTING CEILING JOIST WITH FULL JOIST "SISTERED" REPAIR - SEE A5.2 & A5.3 STRONGBACK W/ INFILL STUDS - SEE A5.3 FALSE PLATE - SEE A5.2 & A5.3 SILL PLATE TO BE REPLACED EXISTING HVAC DUCTS

AutoCAD SHX Text

EXISTING WOOD TRUSS

AutoCAD SHX Text

EXISTING WOOD TRUSS

AutoCAD SHX Text EXISTING WF 21x62

AutoCAD SHX Text EXISTING WF 8x20

AutoCAD SHX Text EXISTING WF 21x62

AutoCAD SHX Text

EXISTING WOOD TRUSS

AutoCAD SHX Text

EXISTING WOOD TRUSS

AutoCAD SHX Text EXISTING WF 8x20

AutoCAD SHX Text

AutoCAD SHX Text 2 1/4" x 7 1/2" JOISTS, TYP.

AutoCAD SHX Text 2 1/4" x 7 1/2" GIRDER, TYP.

AutoCAD SHX Text 2 1/4" x 7 1/2" JOISTS, TYP.

AutoCAD SHX Text 2 1/4" x 7 1/2" GIRDER, TYP.

AutoCAD SHX Text 2 1/4" x 7 1/2" JOISTS, TYP.

AutoCAD SHX Text

± 5'-6" JOIST, TYP.

AutoCAD SHX Text

± 5'-6" JOIST, TYP.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text N/A

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text N/A

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text

SHORT JOIST REPAIR

AutoCAD SHX Text D.S.

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text N/A

AutoCAD SHX Text 1/A5.3

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

± 49'-0" EXISTING V.I.F.

AutoCAD SHX Text ± 36'-8"

AutoCAD SHX Text

EXISTING V.I.F.

AutoCAD SHX Text

(E) SUPPLY

AutoCAD SHX Text

(E) SUPPLY

AutoCAD SHX Text

(E) SUPPLY

AutoCAD SHX Text

(E) RETURN

AutoCAD SHX Text

(E) RETURN

AutoCAD SHX Text 5th STREET

AutoCAD SHX Text

ARCH STREET

AutoCAD SHX Text

COURTYARD

AutoCAD SHX Text

ALLEY

AutoCAD SHX Text 2 1/4"x5" TRD. WD. IN-FILL STUDS

AutoCAD SHX Text 4"x4" TRD. WD. FALSE PLATE

AutoCAD SHX Text 2 1/4"x7 1/2" TRD. WD. JOIST

AutoCAD SHX Text 2 1/4"x5" TRD. WD. STRONG BACK

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text ±8'-8"

AutoCAD SHX Text ± 10'-8"

AutoCAD SHX Text ±10'-4"

AutoCAD SHX Text ±10'-8"

AutoCAD SHX Text ±8'-8""

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

PROVIDE DBL. HEADER

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

PROVIDE DBL. HEADER

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

PROVIDE DBL. HEADER

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

PROVIDE DBL. HEADER

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

(e) BROKEN/SPLIT

AutoCAD SHX Text A5.4

AutoCAD SHX Text

TRUSS REPAIR

AutoCAD SHX Text A5.4

AutoCAD SHX Text

TRUSS REPAIR

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text

RAFTER REPAIR PLAN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 2 1/4" x 5" ROOF RAFTERS, TYP.

AutoCAD SHX Text

±6'-10" RAFTER, TYP.

AutoCAD SHX Text

±6'-10" RAFTER, TYP.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text

± 49'-0" EXISTING V.I.F.

AutoCAD SHX Text

AutoCAD SHX Text 2 1/4" x 5" ROOF RAFTERS, TYP.

AutoCAD SHX Text

±6'-10" RAFTER, TYP.

AutoCAD SHX Text

±6'-10" RAFTER, TYP.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text 2 1/4" x 5" ROOF RAFTERS, TYP.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text N/A

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text D.S.

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text N/A

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text ± 36'-8"

AutoCAD SHX Text

EXISTING V.I.F.

AutoCAD SHX Text 2 1/4"x5" TRD. WD. IN-FILL STUDS, TYP.

AutoCAD SHX Text 4"x4" TRD. WD. FALSE PLATE, TYP.

AutoCAD SHX Text 2 1/4"x5" TRD. WD. RAFTER, TYP.

AutoCAD SHX Text 2 1/4"x5" TRD. WD. STRONG BACK BELOW, TYP.

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text ±8'-8"

AutoCAD SHX Text ± 10'-8"

AutoCAD SHX Text ±10'-4"

AutoCAD SHX Text ±10'-8"

AutoCAD SHX Text ±8'-8""

AutoCAD SHX Text 5th STREET

AutoCAD SHX Text

ARCH STREET

AutoCAD SHX Text

COURTYARD

AutoCAD SHX Text

ALLEY

AutoCAD SHX Text LEGEND: EXISTING ROOF RAFTER TO REMAIN EXISTING ROOF RAFTER WITH FULL RAFTER "SISTERED" REPAIR - SEE A5.2 & A5.3 STRONGBACK BELOW W/ INFILL STUDS - SEE A5.3 FALSE PLATE BELOW- SEE A5.2 & A5.3 EXISTING HVAC DUCTS

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text

(e) BROKEN/SPLIT

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

SHORT RAFTER

AutoCAD SHX Text

SHORT RAFTER

AutoCAD SHX Text

(e) BROKEN/SPLIT

AutoCAD SHX Text

SHORT RAFTER

AutoCAD SHX Text

SHORT RAFTER

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text N/A

AutoCAD SHX Text

(e) SISTERED REPAIR

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

2002 REPAIR

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text N/A

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

REPAIR EXIST.

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text

EXIST. TO REMAIN

AutoCAD SHX Text 1/A5.2

AutoCAD SHX Text A5.4

AutoCAD SHX Text

TRUSS REPAIR

AutoCAD SHX Text A5.4

AutoCAD SHX Text

TRUSS REPAIR

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Window Schedule # Size Shutters Notes

Elev

Door Schedule # Size Notes

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Ho us e In de pe nd en ce N at io na l H ist or ica l P ar k

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text ±5'-0"x±8'-0"

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text ±5'-0"x±9'-5"

AutoCAD SHX Text

AutoCAD SHX Text ±5'-0"x±9'-5"

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EAST

AutoCAD SHX Text ±5'-0"x±9'-2"

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text ±5'-3"x±11'-6"

AutoCAD SHX Text

WEST

AutoCAD SHX Text ±5'-3"x±11'-6"

AutoCAD SHX Text

WEST

AutoCAD SHX Text N/A

AutoCAD SHX Text ±2'-2"x±9'-5"

AutoCAD SHX Text

AutoCAD SHX Text ±6'-8"x±9'-3"

AutoCAD SHX Text

EAST

AutoCAD SHX Text ±4'-3"x±8'-0"

AutoCAD SHX Text

WEST

AutoCAD SHX Text

WEST

AutoCAD SHX Text ±4'-3"x±8'-0"

AutoCAD SHX Text

AutoCAD SHX Text ±3'-8"x±5'-2"

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EAST

AutoCAD SHX Text

WEST

AutoCAD SHX Text

WEST

AutoCAD SHX Text ±3'-8"x±5'-2"

AutoCAD SHX Text N/A

AutoCAD SHX Text ±4'-0"x±6'-6"

AutoCAD SHX Text 2"

AutoCAD SHX Text

GUTTER SLOPE TO DOWNSPOUT

AutoCAD SHX Text 2"

AutoCAD SHX Text

GUTTER SLOPE TO DOWNSPOUT

AutoCAD SHX Text

NOTE: ALL DIMENSIONS ARE APPROXIMATE, VERIFY IN FIELD.

AutoCAD SHX Text

TERRA COTTA TILE SHINGLE ON 30# ROOFING FELT.

AutoCAD SHX Text

POLE GUTTER SLOPE 2" DOWN TO DOWNSPOUT FROM EACH EAVE-SEE 1/A5.2

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD FEATURES, TYP.

AutoCAD SHX Text ±25'-0"

AutoCAD SHX Text APPROXIMATE EXTENT OF (e) CORNICE TO BE REPAIRED

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD WINDOWS & TRIM, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD SHUTTERS, TYP.

AutoCAD SHX Text LEGEND: (e) CORNICE AREA REQUIRING REPAIRS (e) DOOR, WINDOW & TRIM AREAS REQUIRING REPAIRS REPAIRS

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD WINDOWS, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD DOOR & TRIM, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD CORNICE, TYP.

AutoCAD SHX Text

TERRA COTTA TILE RIDGE CAP ON SELF ADHERED UNDERLAYMENT

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD DOWNSPOUT BOOT, TYP.

AutoCAD SHX Text 4x5 DOWNSPOUT

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

AutoCAD SHX Text A5.3

AutoCAD SHX Text

CLEAR ALL SUBGRADE DRAINS TO ENSURE THE FREE FLOW OF ROOF DRAINAGE SYSTEM.

AutoCAD SHX Text

SEE NOTE W203, W203, , 2/A3.2

AutoCAD SHX Text D201 LEFT DOOR: REPLACE BOTTOM RAIL & ROTTED RECESS FOR PANEL ABOVE. SALVAGE MAIL BOX SLOT & INSTALL IN NEW BOTTOM RAIL. RIGHT DOOR: EPOXY FILL 4 HOLES IN RAISED PANEL WHERE A SIGN HAS BEEN REMOVED. DUTCHMAN REPAIR DOOR LOWER RIGHT STILE 6". DUTCHMAN REPAIR PANEL JAMB BOTTOM RAIL & STILE 3". DUTCHMAN REPAIR LOWER DOOR CASING AT RIGHT 3" FROM STONE & LEFT 6" FROM STONE.

AutoCAD SHX Text

SEE NOTE D201, 1/A3.1D201, 1/A3.1, 1/A3.1

AutoCAD SHX Text

SEE NOTE W205, W205, , 1/A3.2

AutoCAD SHX Text

W206: REPLACE MISSING SILL CORNER

AutoCAD SHX Text

SEE NOTE W206, W206, , 2/A3.1

AutoCAD SHX Text

W207: SILL DUTCHMAN REPAIR ~1'-0"

SEE NOTE W207, W207, , 2/A3.1

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AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 201A

AutoCAD SHX Text 201B

AutoCAD SHX Text 4x5 DOWNSPOUT W/ WOOD DOWNSPOUT BOOT, MATCH EXISTING ON EAST ELEVATION

AutoCAD SHX Text 2"

AutoCAD SHX Text

GUTTER SLOPE TO DOWNSPOUT

AutoCAD SHX Text 2"

AutoCAD SHX Text

GUTTER SLOPE TO DOWNSPOUT

AutoCAD SHX Text ±35'-0"

AutoCAD SHX Text APPROXIMATE EXTENT OF (e) CORNICE TO BE REPAIRED

AutoCAD SHX Text

TERRA COTTA TILE SHINGLE ON 30# ROOFING FELT

AutoCAD SHX Text

POLE GUTTER SLOPE 2" DOWN TO DOWNSPOUT FROM EACH EAVE-SEE 1/A5.2

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD FEATURES, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD WINDOWS & TRIM, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD SHUTTERS, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD WINDOWS, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD DOORS & TRIM, TYP.

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD CORNICE, TYP, AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text A5.4

AutoCAD SHX Text

TERRA COTTA TILE RIDGE CAP ON SELF ADHERED UNDERLAYMENT

AutoCAD SHX Text A5.4

AutoCAD SHX Text

AutoCAD SHX Text PREP, PRIME AND PAINT (e) WOOD LOUVER & TRIM

AutoCAD SHX Text A5.2

AutoCAD SHX Text

AutoCAD SHX Text A5.3

AutoCAD SHX Text

CLEAR ALL SUBGRADE DRAINS TO ENSURE THE FREE FLOW OF ROOF DRAINAGE SYSTEM.

AutoCAD SHX Text W203: DUTCHMAN REPAIR AT SILL LEFT CORNER (10"). DUTCHMAN REPAIR AT LEFT SHUTTER, LEFT STILE (10"). DUTCHMAN REPAIR AT RIGHT SHUTTER, LEFT STILE (10").

AutoCAD SHX Text LEGEND: (e) CORNICE AREA REQUIRING REPAIRS (e) DOOR, WINDOW & TRIM AREAS REQUIRING REPAIRS

W205: REPLACE MISSING SILL CORNER

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Ho us e In de pe nd en ce N at io na l H ist or ica l P ar k

AutoCAD SHX Text

EXISTING CONDITION - STRUCTURAL

AutoCAD SHX Text

TYPICAL SHORT JOIST CONDITION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2"=1'-0"

AutoCAD SHX Text

EXISTING CONDITION - STRUCTURAL

AutoCAD SHX Text

TYPICAL JOIST/RAFTER CONDITION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2"=1'-0"

AutoCAD SHX Text

(E) CORNICE - REMOVE DECAYED COMPONENTS & REPLACE IN KIND. PER A3.1

AutoCAD SHX Text

(E) 2x2 TRD. WD. NAILER @ EA. JOIST - REMOVE & REPLACE AS REQUIRED TO MAKE STRUCTURAL. REPAIRS

AutoCAD SHX Text

(E) 2 1/2"x5" RAFTERS - REPAIR PER 1/A2.3

AutoCAD SHX Text

(E) 4" DEEP SHEET METAL DUCT - RETAIN

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(E) PLASTER CEILING AND WALL BELOW - RETAIN

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(E) WOOD GIRDER - RETAIN

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(E) WOOD PEG - RETAIN

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(E) WOOD THROUGH TENON - RETAIN

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LINE OF (E) TRUSS TOP CORD BEYOND - RETAIN

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(E) 4"x4" TRD. WD. FALSE PLATE, REMOVE & REPLACE PER 1/A2.3

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(E) WOOD PURLIN - RETAIN

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(E) 2 1/2"x5" STRONG BACK, REMOVE & REPLACE PER 1/A2.2

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(E) 2 1/2"x7 1/2" SHORT JOIST. REPAIR PER 1/A2.2

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(E) 3"x9" WD. PLATE - RETAIN

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LINE OF (E) FULL JOIST BEYOND

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LINE OF (E) TRUSS BOTTOM CORD BEYOND - RETAIN

AutoCAD SHX Text 2x10 "L" - TEMP ROOF SHORING TO SUPPORT RAFTERS DURING FALSE PLATE REPLACEMENT. EXTEND 1 RAFTER BAY BEYOND TRUSS EA. SIDE

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(E) CORNICE - REMOVE DECAYED COMPONENTS & REPLACE IN KIND. PER A3.1 & A3.2

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(E) 2x2 TRD. WD. NAILER @ EA. JOIST - REMOVE & REPLACE AS REQUIRED TO MAKE STRUCTURAL. REPAIRS

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(E) BRICK MASONRY. RESET, REPLACE & REPOINT AS NEEDED. SEE BASE BID QUANTITY IN SPECIFICATION SECTION 04 01 20, PART 1.8

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(E) 2 1/2"x5" RAFTERS @ - REPAIR PER 1/A2.3

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(E) 4" DEEP SHEET METAL DUCT - RETAIN

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(E) PLASTER CEILING AND WALL BELOW - RETAIN

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(E) WOOD GIRDER - RETAIN

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(E) WOOD PEG - RETAIN

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(E) WOOD THROUGH TENON RETAIN

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LINE OF (E) TRUSS TOP CORD BEYOND - RETAIN

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(E) 4"x4" TRD. WD. FALSE PLATE, REMOVE & REPLACE PER 1/A2.2

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(E) 2 LAYERS 1/2" PLYWOOD ROOF SHEATHING. REMOVE AS REQUIRED BY GENERAL ROOFING NOTES T0.2

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(E) WOOD PURLIN - RETAIN

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(E) 2 1/2"x7 1/2" JOIST. REPAIR PER 1/A2.3

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(E) 3"x9" WD. PLATE - RETAIN

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LINE OF (E) TRUSS BOTTOM CORD BEYOND - RETAIN

AutoCAD SHX Text 2x10 "L" TEMP ROOF SHORING TO SUPPORT RAFTERS DURING FALSE PLATE REPLACEMENT. EXTEND 1 RAFTER BAY BEYOND TRUSS EA. SIDE

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(E) 2 LAYERS 1/2" PLYWOOD ROOF SHEATHING. REMOVE AS REQUIRED BY GENERAL ROOFING NOTES T0.2

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LINE OF (E) FULL JOIST

(E) BRICK MASONRY. RESET, REPLACE & REPOINT AS NEEDED. SEE BASE BID QUANTITY IN SPECIFICATION SECTION 04 01 20, PART 1.8

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FULL JOIST/RAFTER REPAIR

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FEET

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AutoCAD SHX Text 3"=1'-0"

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±5'-6" - EXISTING, VERIFY IN FIELD

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METAL GUTTER LINER

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METAL APRON FLASHING

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SELF ADHERED UNDERLAYMENT

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TERRA COTTA TILE SHINGLE

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(E) CORNICE MOLD #01

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(E) CORNICE MOLD #02

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(E) CORNICE MOLD #03

AutoCAD SHX Text 2x2 TRD. WD. NAILER @ EA. JOIST

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(E) CORNICE MOLD #05

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(E) CORNICE MOLD #06

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TERRA COTTA STARTER COURSE

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SELF ADHERED UNDERLAYMENT

AutoCAD SHX Text 2" CLEATS @ 16" o.c.

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TERRA COTTA TILE SHINGLE

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30# ROOFING FELT

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(E) BRICK MASONRY

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(E) CORNICE MOLD #04

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(E) 2 1/2"x5" DECAYED RAFTER (FS)

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(E) 4" DEEP SHEET METAL DUCT

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(E) 3"x9" WD. PLATE

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(E) PLASTER CEILING AND WALL BELOW

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(E) WOOD GIRDER

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(E) TRUNNEL

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(E) WOOD THROUGH TENON

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(E) WOOD PURLIN

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(E) 2 1/2"x7 1/2" DECAYED JOIST (FS)

AutoCAD SHX Text 2 1/2"x7 1/2" TRD. WD. JOIST SISTERED TO EXIST. DECAYED JOIST (NS)

AutoCAD SHX Text 2 1/2"x5" TRD. WD. RAFTER SISTERED TO EXIST. RAFTER (FS)

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(2) 0.220 SDWS AT ENDS, TYP.

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(2) 0.220 SDWS

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0.220 SDWS STAGGERED @ 16" o.c.MAX. TYP.

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(2) 0.220 SDWS AT ENDS, TYP.

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0.220 SDWS STAGGERED @ 16" o.c.MAX. TYP.

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(2) 0.220 SDWS

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(1) 0.220 SDWS, 2" EMBED MIN.

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LINE OF (E) TRUSS BOTTOM CORD BEYOND

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LINE OF (E) TRUSS TOP CORD BEYOND

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SELF ADHERED UNDERLAYMENT

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TERRA COTTA STARTER COURSE

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±1'-4" - MATCH EXISTING

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VARIES 4" MIN.

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5'-8" - EXTENT OF SELF ADHERED UNDERLAYMENT

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3/4" PLYWOOD SHEATHING

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3/4" PLYWOOD SHEATHING

AutoCAD SHX Text 2" CLEATS @ 16"o.c.

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6" MIN. PER SMACNA

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SELF ADHERED UNDERLAYMENT

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TERRA COTTA TILE SHINGLE

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METAL DRIP FLASHING

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TRD. WD. LEDGER

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11" EXPOSURE - TYP.

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TERRA COTTA TILE SHINGLE SHALL OVERLAP GUTTER LINER 2", MIN. 3" MAX.

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OVERLAP

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SEE A3.1 & A3.2 FOR LOCATION & EXTENT OF CORNICE REPAIRS

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(2) 0.220 SDWS AT ENDS, TYP.

0.220 SDWS STAGGERED @ 16" o.c.MAX. TYP.

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SHORT JOIST REPAIR

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