Amend_0004_-_Herrmann_House_As-Constructed_Plans.pdf

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MIIN 159776 - Reuse Warehouse 5 for Visitor Contact Station
Solicitation number
P17PS00522
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Amend 0004 - Hermann House As-Constructed Plans

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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PACIFIC WEST REGION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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HERRMANN HOUSE REHABILITATION

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ADMINISTRATIVE AREA

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PMIS

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MINIDOKA

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IDAHO

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100% CONSTRUCTION DRAWINGS

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OF

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PKG.

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NO.

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SHEET

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DRAWING NO.

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REVISION

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APPROVED:

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RECOMMENDED:

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SUB SHEET NO.

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DATE:

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DESIGNED:

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FFA

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TM

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A/E FIRMS

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PRIME:

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FFA ARCHITECTURE AND INTERIORS PORTLAND, OR

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MECHANICAL ENGINEERING:

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WSP GROUP SEATTLE, WA

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ELECTRICAL ENGINEERING:

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WSP GROUP SEATTLE, WA

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COST ESTIMATING:

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ARCHITECTURAL COST CONSULTANTS, LLC TIGARD, OR

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CAMPGROUND

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INFORMATION CENTER

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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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RIVER OR CREEK

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PARKING

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HQ.

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LEGEND

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COUNTY LINE

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PAVED ROAD

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PARK BOUNDARY

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TRAIL

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STATE LINE

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STRUCTURAL ENGINEERING: FROELICH ENGINEERS PORTLAND, OR

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CIVIL ENGINEERING:

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KPFF CONSULTING ENGINEERS SEATTLE, WA

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SHEET INDEX

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TITLE OF SHEET

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SUB SHT.

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SHT. NO.

AutoCAD SHX Text GENERAL 1. G0 COVER SHEET, SHEET INDEX, AREA PLAN G0 COVER SHEET, SHEET INDEX, AREA PLAN COVER SHEET, SHEET INDEX, AREA PLAN 2. G1 ABBREVIATIONS, NOTES, SYMBOLS, SUMMARY, CODE STANDARDS G1 ABBREVIATIONS, NOTES, SYMBOLS, SUMMARY, CODE STANDARDS ABBREVIATIONS, NOTES, SYMBOLS, SUMMARY, CODE STANDARDS 3. G2 ACCESSIBILITY, EGRESS, AND ARCHITECTURAL SITE PLANS G2 ACCESSIBILITY, EGRESS, AND ARCHITECTURAL SITE PLANS ACCESSIBILITY, EGRESS, AND ARCHITECTURAL SITE PLANS CIVIL 4. C1 SITE PLAN C1 SITE PLAN SITE PLAN 5. C2 SEPTIC SYSTEM - OPTION 1 C2 SEPTIC SYSTEM - OPTION 1 SEPTIC SYSTEM - OPTION 1 6. C4 SEPTIC SYSTEM - DRAIN FIELD PROFILES C4 SEPTIC SYSTEM - DRAIN FIELD PROFILES SEPTIC SYSTEM - DRAIN FIELD PROFILES 7. C5 SEPTIC SYSTEM DETAILS C5 SEPTIC SYSTEM DETAILS SEPTIC SYSTEM DETAILS ARCHITECTURAL 8. A1 DEMOLITION FLOOR PLAN & FLOOR PLAN A1 DEMOLITION FLOOR PLAN & FLOOR PLAN DEMOLITION FLOOR PLAN & FLOOR PLAN 9. A1.1 DEMOLITION REFLECTED CEILING PLAN & REFLECTED CEILING PLAN A1.1 DEMOLITION REFLECTED CEILING PLAN & REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN & REFLECTED CEILING PLAN 10. A1.2 DEMOLITION ELEVATIONS A1.2 DEMOLITION ELEVATIONS DEMOLITION ELEVATIONS 11. A2 EXTERIOR ELEVATIONS A2 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 12. A3 BUILDING SECTION A3 BUILDING SECTION BUILDING SECTION 13. A4 ENLARGED PLANS/INTERIOR ELEVATIONS A4 ENLARGED PLANS/INTERIOR ELEVATIONS ENLARGED PLANS/INTERIOR ELEVATIONS 14. A5.1 WALL TYPES/EXTERIOR DETAILS A5.1 WALL TYPES/EXTERIOR DETAILS WALL TYPES/EXTERIOR DETAILS 15. A5.2 EXTERIOR DETAILS A5.2 EXTERIOR DETAILS EXTERIOR DETAILS 16. A5.3 EXTERIOR DETAILS A5.3 EXTERIOR DETAILS EXTERIOR DETAILS 17. A6.1 SCHEDULES A6.1 SCHEDULES SCHEDULES STRUCTURAL 18. S0.1 GENERAL STRUCTURAL NOTES S0.1 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 19. S0.2 GENERAL STRUCTURAL NOTES S0.2 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 20. S0.3 GENERAL STRUCTURAL NOTES S0.3 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 21. S1 FOUNDATION PLAN/ROOF FRAMING PLAN S1 FOUNDATION PLAN/ROOF FRAMING PLAN FOUNDATION PLAN/ROOF FRAMING PLAN 22. S5.1 DETAILS S5.1 DETAILS DETAILS MECHANICAL 23. M0.0 MECHANICAL LEGEND & ABBREVIATIONS M0.0 MECHANICAL LEGEND & ABBREVIATIONS MECHANICAL LEGEND & ABBREVIATIONS 24. M0.1 MECHANICAL SCHEDULES M0.1 MECHANICAL SCHEDULES MECHANICAL SCHEDULES 25. M1.1 MECHANICAL DEMOLITION PLAN/FLOOR PLAN M1.1 MECHANICAL DEMOLITION PLAN/FLOOR PLAN MECHANICAL DEMOLITION PLAN/FLOOR PLAN 26. M1.2 MECHANICAL PIPING DEMO PLAN/FLOOR PLAN M1.2 MECHANICAL PIPING DEMO PLAN/FLOOR PLAN MECHANICAL PIPING DEMO PLAN/FLOOR PLAN ELECTRICAL 27. E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS E0.0 ELECTRICAL LEGEND AND ABBREVIATIONS ELECTRICAL LEGEND AND ABBREVIATIONS 28. E0.1 ELECTRICAL SCHEDULE AND ONE-LINE DIAGRAM E0.1 ELECTRICAL SCHEDULE AND ONE-LINE DIAGRAM ELECTRICAL SCHEDULE AND ONE-LINE DIAGRAM 29. E1.1 ELECTRICAL DEMOLITION PLAN/FLOOR PLAN E1.1 ELECTRICAL DEMOLITION PLAN/FLOOR PLAN ELECTRICAL DEMOLITION PLAN/FLOOR PLAN PLUMBING 30. FP1 FIRE SPRINKLER PLAN - DELTA FIRE SYSTEMSFP1 FIRE SPRINKLER PLAN - DELTA FIRE SYSTEMSFIRE SPRINKLER PLAN - DELTA FIRE SYSTEMS

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

INFORMATION PROVIDED BY OTHERS

GENERAL NOTES

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1. THESE DRAWINGS, ALONG WITH THE SPECIFICATIONS, DESCRIBE THE BUILDING PROJECT EXCEPT AS NOTED. THESE DRAWINGS, ALONG WITH THE SPECIFICATIONS, DESCRIBE THE BUILDING PROJECT EXCEPT AS NOTED. INFORMATION IS LOCATED ON DRAWINGS AND IN SPECIFICATION SECTIONS FOR THE CONTRACTORS CONVENIENCE AND IS NOT INTENDED TO DEFINE SPECIFIC SUBCONTRACTORS SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK IN CONFORMANCE WITH THE CONSTRUCTION CONTRACT. 2. ALL WALLS INDICATED AS FIRE-RATED SHALL BE CONSTRUCTED TO MAINTAIN THE PROTECTION CONTINUOUSLY ALL WALLS INDICATED AS FIRE-RATED SHALL BE CONSTRUCTED TO MAINTAIN THE PROTECTION CONTINUOUSLY FROM FOUNDATION TO ROOF SHEATHING. 3. THESE DRAWINGS HAVE BEEN ASSEMBLED FOR USE AT THEIR CURRENT SIZE. THE CONTRACTOR ASSUMES ALL THESE DRAWINGS HAVE BEEN ASSEMBLED FOR USE AT THEIR CURRENT SIZE. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR WORK NOT CONFORMING TO THESE DOCUMENTS DUE TO REDUCED DRAWINGS BEING USED FOR ESTIMATING OR CONSTRUCTION PURPOSES. 4. DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH; DIMENSIONS TO NEW WALLS ARE TO FACE OF DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH; DIMENSIONS TO NEW WALLS ARE TO FACE OF FRAMING, U.N.O. 5. ALIGN NEW FRAMING SO FINISH WILL BE FLUSH WITH ADJACENT FINISHES AT UNDIMENSIONED WALLS. ALIGN NEW FRAMING SO FINISH WILL BE FLUSH WITH ADJACENT FINISHES AT UNDIMENSIONED WALLS. 6. PRIOR TO SCHEDULING OF WORK AND COMMENCING OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY PRIOR TO SCHEDULING OF WORK AND COMMENCING OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND DIMENSIONS SHOWN AND NOTIFY C.O. OF ANY OMISSIONS OR DISCREPANCIES. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING CONDITIONS. 7. EXISTING MATERIALS AND FINISHES SELECTED FOR DEMOLITION SHALL BE REPLACED BY NEW MATERIALS AND EXISTING MATERIALS AND FINISHES SELECTED FOR DEMOLITION SHALL BE REPLACED BY NEW MATERIALS AND FINISHES IN KIND TO THE GREATEST EXTENT POSSIBLE.

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XXXX.XX'

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STRUCT

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+XX'-XX"

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ARCHITECTURAL ABBREVIATIONS

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XXXA

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DOOR INDICATOR

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XX

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XXX

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DETAIL SHOWN ON THIS SHEET

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ARCHITECTURAL SYMBOLS LEGEND

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ROOM NAME

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VIEW

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DETAIL SHOWN ON THIS SHEET

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DETAIL NUMBER

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ROOM NUMBER

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NORTH ARROW

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BUILDING GRIDLINE -CENTERLINE

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DETAIL SYMBOL

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SECTION CUT

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INTERIOR ELEVATION(S)

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EXTERIOR ELEVATION

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ELEVATION TARGET

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ROOM NAME / NUMBER

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DOOR LABEL

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WINDOW / RELITE TYPE / LOUVER / ACCESS PANEL

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EXTERIOR WALL TYPES/ INTERIOR WALL TYPES

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KEYNOTE

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CEILING HT. - A.F.F

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OPEN TO STRUCTURE ABOVE

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SPOT ELEVATION

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FIRE EXTINGUISHER

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FLOOR DRAIN - SEE PLUMBING

AutoCAD SHX Text @ AT AT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AP ACCESS PANEL ACCESS PANEL ADJ ADJUSTABLE ADJUSTABLE AGGR AGGREGATE AGGREGATE ALUM ALUMINUM ALUMINUM L ANGLE ANGLE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECT(URE) ARCHITECT(URE) ASPH ASPHALT ASPHALT AVG AVERAGE AVERAGE BM BEAM BEAM BLKG BLOCKING BLOCKING BITUM BITUMINOUS BITUMINOUS BD BOARD BOARD BO BOTTOM OF ____ BOTTOM OF ____ BOT BOTTOM BOTTOM BLDG BUILDING BUILDING BLT-IN BUILT-IN BUILT-IN CAB CABINET CABINET CPT CARPET CARPET CB CATCH BASIN CATCH BASIN CBU CEMENTITIOUS BACKING CEMENTITIOUS BACKING UNIT CLG CEILING CEILING CTR CENTER CENTER CL CENTERLINE CENTERLINE CEM CEMENT CEMENT CT CERAMIC TILE CERAMIC TILE CLR CLEAR CLEAR CLO CLOSET CLOSET CW COLD WATER COLD WATER COL COLUMN COLUMN CONC CONCRETE CONCRETE CMU CONC. MASONRY UNIT CONC. MASONRY UNIT CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CO CONTRACTING OFFICER CONTRACTING OFFICER CONTR CONTRACTOR CONTRACTOR CJ CONTROL JOINT CONTROL JOINT CNTR COUNTER COUNTER CONN CONNECTION CONNECTION CORR CORRIDOR CORRIDOR CSK COUNTERSUNK COUNTERSUNK DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DR DOOR DOOR DBL DOUBLE DOUBLE DN DOWN DOWN DS DOWNSPOUT DOWNSPOUT DWB DRAWING DRAWING DSP DRY STANDPIPE DRY STANDPIPE E EAST EAST EA EACH EACH EJ EXPANSION JOINT EXPANSION JOINT ELEC ELECTRIC(AL) ELECTRIC(AL) ELEV ELEVATION ELEVATION EMER ENCLOSURE ENCLOSURE EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT (E) EXISTING EXISTING EXT EXTERIOR EXTERIOR FOC FACE OF CONCRETE FACE OF CONCRETE FOF FACE OF FINISH FACE OF FINISH FIN FINISH FINISH FF EL FINISHED FLOOR FINISHED FLOOR ELEVATION FA FIRE ALARM FIRE ALARM FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FIRE HOSE CABINET FP FIREPROOF FIREPROOF FLASH FLASHING FLASHING FB FLAT BAR FLAT BAR FLR FLOOR FLOOR FAB FABRICATE FABRICATE FD FLOOR DRAIN FLOOR DRAIN FLUOR FLUORESCENT FLUORESCENT FT FOOT or FEET FOOT or FEET FTG FOOTING FOOTING FDTN FOUNDATION FOUNDATION FS FULL SIZE FULL SIZE FURN FURNISH FURNISH FURG FURRING FURRING FUT FUTURE FUTURE GALV GALVANIZED GALVANIZED GEN GENERAL GENERAL GL GLASS GLASS GLULAM GLUE LAMINATED BEAM GLUE LAMINATED BEAM GR GRADE GRADE G GROUND GROUND GYP BD GYPSUM BOARD GYPSUM BOARD GYP BDX GYPSUM BOARD GYPSUM BOARD (TYPE X) HCP HANDICAPPED HANDICAPPED HNDRL HANDRAIL HANDRAIL HGR HANGER HANGER HDBD HARDBOARD HARDBOARD HDW HARDWARE HARDWARE HDWD HARDWOOD HARDWOOD HT HEIGHT HEIGHT HSS HOLLOW STEEL SECTION HOLLOW STEEL SECTION HORIZ HORIZONTAL HORIZONTAL HB HOSE BIBB HOSE BIBB HW HOT WATER HOT WATER IN INCH(ES) INCH(ES) ID INSIDE DIAMETER INSIDE DIAMETER INSTL INSTALL INSTALL INSUL INSULATION INSULATION INT INTERIOR INTERIOR JS JOINT SEALANT JOINT SEALANT JT JOINT JOINT LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LTG LIGHTING LIGHTING LIN LINEAR LINEAR MH MANHOLE MANHOLE MFR MANUFACTURE(R) MANUFACTURE(R) MO MASONRY OPENING MASONRY OPENING MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MEMB MEMBRANE MEMBRANE MTL METAL METAL MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MTD MOUNTED MOUNTED MULL MULLION MULLION (N) NEW NEW NOM NOMINAL NOMINAL N NORTH NORTH NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NO NUMBER NUMBER OBS OBSCURE OBSCURE OC ON CENTER ON CENTER O.H. OVERHANG OVERHANG OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OD OUTSIDE DIAMETER OUTSIDE DIAMETER OF/CI OWNER FURNISHED/ OWNER FURNISHED/ CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/ OWNER FURNISHED/ OWNER INSTALLED PNT PAINT(ED) PAINT(ED) PR PAIR PAIR PBD PARTICLE BOARD PARTICLE BOARD PTN PARTITION PARTITION PLAM PLASTIC LAMINATE PLASTIC LAMINATE PL PLATE PLATE PLUMB PLUMBING PLUMBING PLYWD PLYWOOD PLYWOOD LB POUND POUND PT PRESERVATIVE TREATED PRESERVATIVE TREATED QTY QUANTITY QUANTITY RAD RADIUS RADIUS RCP REFLECTED CEILING REFLECTED CEILING PLAN RWD REDWOOD REDWOOD REF REFERENCE REFERENCE REF REFRIGERATOR REFRIGERATOR REG REGISTER REGISTER REINF REINFORCE REINFORCE RES RESILIENT FLOORING RESILIENT FLOORING REQ'D REQUIRED REQUIRED REV REVISION REVISION R RISER RISER RD ROOF DRAIN ROOF DRAIN RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING SAM SELF-ADHERED SELF-ADHERED MEMBRANE SCHED SCHEDULE SCHEDULE SECT SECTION SECTION SHT SHEET SHEET SHTHG SHEATHING SHEATHING SHWR SHOWER SHOWER SIM SIMILAR SIMILAR SC SOLID CORE SOLID CORE S SOUTH SOUTH SPEC SPECIFICATION(S) SPECIFICATION(S) SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STA STATION STATION STL STEEL STEEL STOR STORAGE STORAGE STRUC STRUCTURAL STRUCTURAL SUSP SUSPENDED SUSPENDED SYMM SYMMETRICAL SYMMETRICAL TEL TELEPHONE TELEPHONE TEMP TEMPERATURE TEMPERATURE THK THICK THICK T&G TONGUE AND GROOVE TONGUE AND GROOVE TO TOP OF ____ TOP OF ____ TOC TOP OF CURB TOP OF CURB TOD TOP OF DECK TOP OF DECK TOL TOP OF LOG TOP OF LOG TOP TOP OF PAVEMENT TOP OF PAVEMENT TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UNFIN UNFINISHED UNFINISHED U.P. UNPEELED UNPEELED UR URINAL URINAL UNO UNLESS NOTED UNLESS NOTED OTHERWISE VFY VERIFY VERIFY VR VAPOR RETARDER VAPOR RETARDER VTR VENT THROUGH ROOF VENT THROUGH ROOF VERT VERTICAL VERTICAL VCT VINYL COMPOSITION VINYL COMPOSITION TILE VEST VESTIBULE VESTIBULE W WEST WEST WC WATER CLOSET WATER CLOSET WD WOOD WOOD WP WATERPROOF WATERPROOF WR WATER RESISTANT WATER RESISTANT WRB WEATHER RESISTANT WEATHER RESISTANT BARRIER WSCT WAINSCOT WAINSCOT WT WEIGHT WEIGHT W/ WITH WITH W/0 WITHOUT WITHOUT

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CODE STANDARDS

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PROJECT SUMMARY

AutoCAD SHX Text THIS PROJECT IS A REHABILITATION IN ACCORDANCE WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES APPLICABLE BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL EXISTING BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2013 AMERICAN WATER WORKS ASSOCIATION STANDARDS NATIONAL HISTORIC PRESERVATION ACT 2006 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) OSHA STANDARD 1910 OCCUPATIONAL SAFETY AND HEALTH STANDARDS JEROME COUNTY HEALTH DEPARTMENT STANDARDS, 208-324-8838 IDAHO DEPARTMENT OF WATER RESOURCES (WELL WATER/DRILLING) NATIONAL PARK SERVICE DIRECTOR'S ORDER NUMBER 83 LOT/LOCATION: MINIDOKA NATIONAL HISTORIC SITE MINIDOKA NATIONAL HISTORIC SITE JEROME, IDAHO

AutoCAD SHX Text THIS PROJECT WILL REHABILITATE THE 1,042 SQUARE FOOT HISTORIC HERRMANN RESIDENCE AND SITE FOR USE AS MINIDOKA NATIONAL HISTORIC SITE ADMINISTRATIVE OFFICES, MEETING SPACE, AND TEMPORARY EXHIBIT SPACE. EXTERIOR IMPROVEMENTS INCLUDE REMOVAL OF EXISTING WOOD SHINGLES AND SHEATHING AND REPLACEMENT WITH NEW WOOD SHEATHING, CONTINUOUS INSULATION, WEATHER BARRIER, AND A RAINSCREEN WOOD SHINGLE SIDING. EXISTING WINDOWS WILL BE RESTORED AND NEW STORM WINDOWS AND WEATHERSTRIPPING WILL BE INSTALLED. NEW ROOFING AND PLYWOOD ROOF DIAPHRAGM WILL BE INSTALLED. CODE COMPLIANT INSULATION WILL BE INSTALLED AT THE CEILING, WALLS AND CRAWLSPACE. INTERIOR IMPROVEMENTS WILL CONSIST OF REPLACEMENT OF ALL WALL AND CEILING FINISHES, PLUMBING AND ELECTRICAL UPGRADES TO MEET CODE, AND REFINISHING OF THE EXISTING WOOD FLOORS. THE WOOD FRAME STRUCTURE WILL BE BROUGHT INTO COMPLIANCE WITH STRUCTURAL CODE AND A HIGHLY ENERGY EFFICIENT HVAC SYSTEM INCLUDING REPLACEMENT OF UNDERFLOOR DUCTWORK WILL BE INSTALLED. ACCESSIBILITY IMPROVEMENTS INCLUDE THE ADDITION OF ACCESSIBLE PARKING AND RAMP AS COMPONENTS IN AN ACCESSIBLE ROUTE CONNECTING ALL AREAS OF THE BUILDING. A NEW FRONT ENTRY STAIR WILL BE INSTALLED. LIFE SAFETY IMPROVEMENTS INCLUDE THE ADDITION OF LOCAL FIRE ALARM AND SUPPRESSION SYSTEMS. SITE IMPROVEMENTS WILL INCLUDE CONNECTING POTABLE WATER IN THE EXISTING WELL PIT, CONNECTING TO NEW SEPTIC TANK AND DRAINFIELD, AND INSTALLATION OF A NEW COMMUNICATIONS/DATA/SECURITY SYSTEM.

AutoCAD SHX Text 11/21/14 08:51 TIMM R19 J:\081209 MIIN MINIDOKA\16_DWG\CAD\_CURRENT\16DD\GEN\G1_ABBREV.DWG XREFS: ..\BASES\XG_ABBR.DWG;

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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MINIDOKA NATIONAL HISTORIC SITE

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TM

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TM

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ST, TM

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SUMMARY/CODE STANDARDS

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HERRMANN HOUSE

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

RESTROOM

UNISEX

RESTROOM

MEN'S

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ACCESSIBILITY AND EGRESS PLAN

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SITE PLAN

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TOTAL OCCUPANTS: 24

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SIGN MARK

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SIGN DESCRIPTION

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DETAIL

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NOTES

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PUBLIC ENTRANCE

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PROVIDE PICTOGRAM SIGN

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UNISEX RESTROOM

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PROVIDE PICTOGRAM SIGN

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ACCESSIBLE PARKING

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PROVIDE PICTOGRAM SIGN

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DIRECTIONAL

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PROVIDE PICTOGRAM SIGN

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ACCESSIBILITY SIGN SCHEDULE

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DESCRIPTION

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ALLOWABLE

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EXISTING

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PROPOSED

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OCCUPANCY

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CONSTRUCTION TYPE

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B-AREA

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7000 SF

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958 SF

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958 SF

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HEIGHT

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FIRE SUPPRESSION SYSTEM: PROVIDED NEW

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SMOKE/FIRE DETECTION SYSTEM: PROVIDED NEW

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CODE SUMMARY (2012 IBC)

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ACCESSIBILITY SIGNAGE

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PICTOGRAM SIGN

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ENTRANCE SIGNS

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5/8" MINIMUM RAISED CHARACTER HEIGHT

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3/16" RAISED BORDER

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LEGEND

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ACCESSIBLE ROUTE/PATH OF TRAVEL (36 INCH MINIMUM CLEAR WIDTH)

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MANEUVERING CLEAR FLOOR SPACE AT DOORS - ARROW INDICATES APPROACH DIRECTION

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ACCESSIBLE BUILDING ENTRANCE

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5 FOOT RADIUS TURNING CIRCLE

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ACCESSIBLE SIGN AND SCHEDULE SIGN MARK

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2 OCCUPANT

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2 OCCUPANT

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2 OCCUPANT

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17 OCCUPANTS

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EXIT LOCATION

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TO ACCESSIBLE PARKING

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1 OCCUPANT

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HERRMANN HOUSE

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BOUNDARY OF CONSTRUCTION

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CONTRACTOR STAGING AREA

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FIRE STATION

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DATE:

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SUB SHEET NO.

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SHEET

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OF

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TITLE OF SHEET

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MINIDOKA NATIONAL HISTORIC SITE

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TM

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TM

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TM

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AND SITE PLANS

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ACCESSIBILITY, EGRESS,

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HERRMANN HOUSE

AutoCAD SHX Text 11/21/14 09:08 TIMM R19 J:\081209 MIIN MINIDOKA\16_DWG\CAD\_CURRENT\16DD\GEN\G2_ACCESS_EGRESS.DWG XREFS: ..\BASES\XA-1STFL.DWG;

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SCALE OF FEET

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SCALE OF FEET

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SCALE

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

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3968.95 FG

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3969.08 FG

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3969.16 FG

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APPROX. FFE=3971.00±

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3969.40 FG

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2% MAX

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3969.29 FG

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APPROXIMATE EXIST. WATER LINE LOCATION

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LEGEND

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GENERAL PLAN NOTES

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1. SURVEY PROVIDED BY KPFF AND KELLER ASSOCIATES, SURVEY PROVIDED BY KPFF AND KELLER ASSOCIATES, DATED MARCH 5, 2010. VERTICAL DATUM NGVD 88, BASED ON A GPS OPUS-RS SOLUTION FROM THE NATIONAL GEODETIC SURVEY (GEIOD 03). 2. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. 3. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING. MATCH PROPOSED SURFACE FEATURES TO EXISTING GRADES. 4. POWER IS PROVIDED TO THE BUILDING VIA AN POWER IS PROVIDED TO THE BUILDING VIA AN OVERHEAD LINE. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER FOR SERVICE RECONNECTION. 5. RECONNECT POTABLE WATER TO EXISTING WELL WITHIN RECONNECT POTABLE WATER TO EXISTING WELL WITHIN WELL PIT USING EXISTING SERVICE. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE INSTALLATION OF A NEW SEPTIC TANK AND DRAIN FIELD.

AutoCAD SHX Text CONCRETE PAVEMENT ACCESSIBLE GRAVEL PEDESTRIAN PATH 6" VEHICULAR GRAVEL FINISHED GRADE (FG) SPOT ELEVATION SURFACE SLOPE

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KEYNOTES

AutoCAD SHX Text ACCESSIBLE RAMP AND STAIRS PER ARCHITECTURAL PLANS WITH PEDESTRIAN CONCRETE PAD AT LANDING. SEE DETAIL FOR PAVEMENT SECTION. PROVIDE CONCRETE PAD FOR ACCESSIBLE PARKING STALL AND LANDING WITH SIGNAGE FOR ACCESSIBLE PARKING STALL. STRIPING SHALL BE 4" WIDE. WHITE PAINT STRIPES. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION. PROVIDE ACCESSIBLE PATH. COORDINATE WITH PARK FOR GRAVEL SECTION AND INSTALLATION REQUIREMENTS. PATH SHALL MATCH EXISTING GRADE AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. EXISTING WELL AND PUMP. CONDITION AND REUSE TO BE DETERMINED BY OTHERS. PROVIDE 4" THICK CONCRETE HOUSE KEEPING PAD WITH 3" THICK BASE COURSE. LOCATION PER ARCHITECTURAL PLANS.

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XXX.XX FG

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%%U CONCRETE PAVEMENT SECTION

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6" THICK CONCRETE

file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG AutoCAD SHX Text

SAWED OR TOOLED CONTROL JOINT D=2"

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PEDESTRIAN CONCRETE

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VEHICULAR CONCRETE

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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HERRMANN HOUSE

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SITE PLAN

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DP

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SB

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MD

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MINIDOKA NATIONAL HISTORIC SITE

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BLDG.

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SCALE

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1 INCH = 5 FEET

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

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WATER TOWER FOOTINGS

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CULVERT

I.E.=3965.69

WOOD

CULVERT

I.E.=3964.98

CONC. CULVERT

UNKNOWN OUTFALL

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IE=3968.06 SEE PLUMBING FOR CONTINUATION

AutoCAD SHX Text NEW SEPTIC TANK RIM=3965.10 TOP OF TANK=3964.19 IE IN=3963.11 IE OUT=3962.86 N:369442.81 E:1574653.69 SEE DETAIL 1/C5

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50' WELL OFFSET

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100' WELL OFFSET

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EXISTING WELL

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HERRMANN HOUSE

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FUTURE REPLACEMENT DRAINFIELD

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MATCH EXISTING GRADE

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DISTRIBUTION BOX IE=3962.60 N:369422.44 E:1574674.75

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FFE=3971.00

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AutoCAD SHX Text NEW DRAINFIELD 67' x 18' SEE DETAIL 1/C4 FOR ELEVATION PROFILE

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5 LF - 4"S S=3.33%

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95 LF - 4"S

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±29 LF - 4"SS=1.00%

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48 LF - 4"S

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8 LF - 4"S S=0.00%

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8 LF - 4"S S=0.00%

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S CO-1 RIM=3968.78 IE=3967.89 N:369591.74 E:1574660.49

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S CO-2 RIM=3967.09 IE=3964.73 N:369496.98 E:1574654.46

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S CO-3 RIM=3965.18 IE=3963.14 N:369449.22 E:1574651.42

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3964.50 FG

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3964.10 FG

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3964.10 FG

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3964.50 FG

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(3) 67 LF - 4"S PERF. S=0.00%

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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HERRMANN HOUSE

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SEPTIC SYSTEM

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DP

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CB

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NC

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MINIDOKA NATIONAL HISTORIC SITE

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SCALE

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1 INCH = 20 FEET

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1. SEPTIC TANK SHALL BE A MINIMUM OF 50' SET-BACK SEPTIC TANK SHALL BE A MINIMUM OF 50' SET-BACK FROM ANY DOMESTIC WATER WELLS PER IDAHO CODE 39-118. 2. DRAINFIELD SHALL BE A MINIMUM OF 100' SET-BACK DRAINFIELD SHALL BE A MINIMUM OF 100' SET-BACK FROM ANY DOMESTIC WATER WELLS PER IDAHO CODE 39-118. 3. SEPTIC TANK SHALL BE A MINIMUM OF 6' SET-BACK SEPTIC TANK SHALL BE A MINIMUM OF 6' SET-BACK FROM DRAINFIELD PER IDAHO 39-118. 4. SEPTIC TANK SHALL BE A MINIMUM OF 5' SET-BACK SEPTIC TANK SHALL BE A MINIMUM OF 5' SET-BACK FROM RESIDENCE PER IDAHO CODE 39-118. 5. EACH DRAINAGE TRENCH SHALL BE A MINIMUM OF 6' EACH DRAINAGE TRENCH SHALL BE A MINIMUM OF 6' FROM ALL OTHER TRENCHES AND DRAIN FIELDS PER IDAHO CODE 39-118. 6. THE TRENCH DESIGN REQUIRES A FILL VOLUME OF THE TRENCH DESIGN REQUIRES A FILL VOLUME OF APPROXIMATELY 270 CUBIC YARDS. FILL QUANTITY IS A NEAT LINE FINISHED GRADE TO EXISTING GRADE QUANTITY THAT DOES NOT ACCOUNT FOR ANY OVER EXCAVATION, STRIPPING, OR TOPSOIL. 7. PRECAST CONCRETE DISTRIBUTION BOX SHALL BE PRECAST CONCRETE DISTRIBUTION BOX SHALL BE INSTALLED WITH LEVELING CAPS TO EVENLY DISTRIBUTE FLOW TO EACH ABSORPTION TRENCH. 8. FOR PIPE BEDDING AND BACKFILL, SEE C5 DETAIL 3. FOR PIPE BEDDING AND BACKFILL, SEE C5 DETAIL 3. 9. STRUCTURE LOCATIONS IDENTIFIED ARE TO CENTER OF STRUCTURE LOCATIONS IDENTIFIED ARE TO CENTER OF STRUCTURE.

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NOTES

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LEGEND

AutoCAD SHX Text EXISTING CONTOURS PROPOSED CONTOURS SEPTIC TANK CLEAN OUT TO GRADE (CO) SEE DETAIL 2/C5 GRADING DAYLIGHT LINE FINISHED GRADE (FG) SPOT ELEVATION SURFACE SLOPE SEWER LINE PERFORATED DRAINFIELD LINE

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XXX.XX FG

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

3:1 MAX

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EXISTING SOIL

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SAND FILTER MATERIAL

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WEATHERED BASALT

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EXISTING GRADE

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ESTABLISH VEGETATIVE COVER VIA HYDROSEEDING W/ NAVITVE GRASS MIXTURE

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GEOTEXTILE WRAPPED AGGREGATE FILTER MATERIAL (TYP.) (SEE DETAIL 2/C4)

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GRAVEL ROAD

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SLOPE VARIES

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4" PERF PIPE IE=3962.60

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4" PERF PIPE IE=3962.60

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4" PERF PIPE IE=3962.60

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%%U DRAINFIELD PROFILE

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SCALE: HORZ. 1"=4', VERT. 1"=4'

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FINISHED GRADE

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%%U ABSORPTION TRENCH DETAIL

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GEOTEXTILE WRAPPED AGGREGATE FILTER MATERIAL (TYP.)

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SAND FILTER MATERIAL

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ROCK LAYER

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CODE MINIMUM

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NOTE: : NOTIFY ENGINEER IF CODE MINIMUM DIMENSIONS CAN NOT BE MET.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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HERRMANN HOUSE

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SEPTIC SYSTEM

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DRAIN FIELD PROFILES

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DP

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CB

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NC

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MINIDOKA NATIONAL HISTORIC SITE

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

SECTION VIEW

PLAN VIEW

AutoCAD SHX Text NOTES: : 1. REQUIRED MINIMUM CAPACITY = 750 GAL. REQUIRED MINIMUM CAPACITY = 750 GAL. 2. BASIS OF DESIGN IS OLDCASTLE PRECAST SEPTIC SYSTEM (1000 GAL BASIS OF DESIGN IS OLDCASTLE PRECAST SEPTIC SYSTEM (1000 GAL PRECAST SEPTIC TANK(NON TRAFFIC RATED)). PROVIDE BASIS OF DESIGN PRODUCT OR EQUAL. DETAIL IS SHOWN FOR REFERENCE ONLY. INSTALL PER MANUFACTURERS RECOMMENDATIONS.

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%%U (NON TRAFFIC RATED)

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SCALE: NTS

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1000 GAL PRECAST SEPTIC TANK

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ACCESS HOLES TO ACCEPT 24" DIA. BELL AND SPIGOT PIPE

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INLET

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OUTLET

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RIM

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TOP OF TANK

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IE PER PLAN

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IE PER PLAN

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HARD SURFACE

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LANDSCAPE AREA

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MECHANICAL PLUG WITH GASKET

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CAST IRON FRAME SET IN CONCRETE

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#4 HOOP CENTERED IN 3000 PSI CONCRETE PAD

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PROVIDE " MIN. 14" MIN. CLEARANCE FOR CONCRETE PAD AND RISER PIPE

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RISER PIPE

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45° BEND

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INSTALL PLUG WITH GASKET IF END OF LINE

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SERVICE CONNECTION IF REQUIRED

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CAST IRON FRAME AND COVER TO FINISHED GRADE IN PAVED AREAS

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AC PVM'T OR CONC. PAVING OR OTHER SURFACING

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CARRIER PIPE

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WYE BRANCH

AutoCAD SHX Text NOTES: : 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6" AND LESS, PROVIDE RISER FOR CARRIER PIPE SIZE 6" AND LESS, PROVIDE RISERPIPE SIZE TO MATCH CARRIER PIPE. 3. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL.RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL.

file:///L:/DETAILS/paving/201-A.DWG AutoCAD SHX Text

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%%U STANDARD CLEANOUT (COTG)

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SCALE: NTS

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UNPAVED AREAS

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GRAVEL AREAS

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DETECTABLE WARNING TAPE

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RESURFACING MATCH EXISTING GRAVEL SECTION

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EXCAVATION LINE

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EXISTING GRAVEL

file:///L:/DETAILS/paving/201-A.DWG

TRACER WIRE

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%%U TYPICAL PIPE BEDDING AND BACKFILL

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SCALE: NTS

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4" MIN.

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4" MIN.

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SATISFACTORY

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SATISFACTORY

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36" MIN.

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36" MIN.

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FINAL

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FINAL

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INITIAL

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INITIAL

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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HERRMANN HOUSE

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SEPTIC SYSTEM DETAILS

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DP

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CB

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NC

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MINIDOKA NATIONAL HISTORIC SITE

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

FIRST FLOOR DEMOLITION PLAN

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BEDROOM

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KITCHEN

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F.F. ELEV. = +0'-0"

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FLOOR PLAN

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TEMP. EXHIBIT

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UP

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SLOPE MAX. 1:12

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UP

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UP

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(3) RISERS AT 6-5/8"

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F.F. LANDING = -0'-10"

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F.F. LANDING = -1'-8"

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F.F. LANDING = -1'-8"

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HALL

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TYP. AT EXTERIOR WALLS U.O.N.

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GENERAL PLAN NOTES

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1. COORDINATE DEMOLITION AND SALVAGE WORK IN CONJUNCTION COORDINATE DEMOLITION AND SALVAGE WORK IN CONJUNCTION WITH (N) CONSTRUCTION 2. SEE DEMOLITION EXTERIOR ELEVATIONS SHEET D2 AND NEW SEE DEMOLITION EXTERIOR ELEVATIONS SHEET D2 AND NEW EXTERIOR ELEVATIONS SHEET A2 FOR ADDITIONAL INFORMATION

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(E) CONSTRUCTION

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(E) WINDOW

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(E) DOOR

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(E) WALL

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KEYNOTES

AutoCAD SHX Text REMOVE (E) CONCRETE STAIRS AND LANDING REMOVE (E) CRAWL SPACE ACCESS HATCH REMOVE (E) METAL CANOPY SUPPORT REMOVE AND SALVAGE (E) DOOR REMOVE (E) WINDOW REMOVE (E) PLUMBING FIXTURE REMOVE (E) ELECTRICAL PANEL LINE OF (E) ROOF ABOVE REMOVE (E) SCREEN DOOR REMOVE (E) APPLIANCE REMOVE (E) GAS STOVE REMOVE AND SALVAGE (E) BUILT-IN CUPBOARD, SEE SPECIFICATIONS FOR REFINISHING PROTECT (E) CABINET IN PLACE - REFINISH PER SPECIFICATIONS

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(N) ACCESSIBLE RAMP AND STAIR (N) WOOD STAIR (N) DOOR (N) INSULATED WINDOW (N) PLUMBING FIXTURE (N) ELECTRICAL EQUIPMENT (N) REFRIGERATOR (N) GAS STOVE (N) ACCESS HATCH COVER (N) CONCRETE LANDING (N) MECHANICAL EQUIPMENT, SEE MECH. DWGS. (N) CONCRETE HOUSEKEEPING PAD

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REMOVE (E) CONSTRUCTION

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REMOVE (E) WINDOW

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REMOVE (E) DOOR

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(N) WINDOW

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(N) DOOR

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(N) WALL FINISH

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(N) CONCRETE, SEE STRUCTURAL DWGS.

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REMOVE (E) WALL FINISH

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REMOVE (E) FLOOR FINISH

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(N) FLOOR FINISH

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DATE:

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DESIGNED:

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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HERRMANN HOUSE

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DEMOLITION FLOOR PLAN

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& FLOOR PLAN

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MINIDOKA NATIONAL HISTORIC SITE

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SCALE OF FEET

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BLDG.

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RECORD DRAWINGS 07-20-17

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RECORD DRAWINGS HAVE BEEN PREPARED BASED ON

DEMOLITION REFLECTED CEILING PLAN

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GENERAL REFLECTED CEILING PLAN NOTES

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1. COORDINATE DEMOLITION AND SALVAGE WORK IN CONJUNCTION WITH COORDINATE DEMOLITION AND SALVAGE WORK IN CONJUNCTION WITH (N) CONSTRUCTION 2. SEE DEMOLITION EXTERIOR ELEVATIONS SHEET D2 AND NEW SEE DEMOLITION EXTERIOR ELEVATIONS SHEET D2 AND NEW EXTERIOR ELEVATIONS SHEET A2 FOR ADDITIONAL INFORMATION 3. REMOVE ALL (E) LIGHTING FIXTURES INCLUDING J-BOX, TYP. U.N.O. REMOVE ALL (E) LIGHTING FIXTURES INCLUDING J-BOX, TYP. U.N.O. 4. CENTER LIGHTING FIXTURE IN CEILING, U.N.O. CENTER LIGHTING FIXTURE IN CEILING, U.N.O. 5. CENTER LIGHTING FIXTURE OVER LAVATORY, U.N.O.CENTER LIGHTING FIXTURE OVER LAVATORY, U.N.O.

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(E) WALL

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KEYNOTES

AutoCAD SHX Text REMOVE (E) ACCESS DOOR PROTECT (E) UPPER CABINET IN PLACE - REFINISH PER SPECIFICATIONS REMOVE AND SALVAGE (E) LIGHT FIXTURE REFURBISHED (E) LIGHTING FIXTURE ORIGINAL CEILING TO REMAIN & PRIMED WITH FIREGUARD

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REMOVE (E) CONSTRUCTION

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(N) WALL FINISH

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(N) GYP. BD. CEILING FINISH

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REMOVE (E) GYP. BD/PLASTER CLG.

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(N) LIGHTING FIXTURE, SEE ELECTRICAL FOR CIRCUITING AND SWITCHING

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LAUNDRY

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+8'-0" TYP.

L-3

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L-2 TYP.

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HERRMANN HOUSE

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DEMOLITION RCP

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& RCP

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WEST ELEVATION

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FF. EL. FIRST

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GENERAL DEMOLITION ELEVATION NOTES

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1. COORDINATE DEMOLITION AND SALVAGE WORK IN COORDINATE DEMOLITION AND SALVAGE WORK IN CONJUNCTION WITH NEW CONSTRUCTION. SEE NEW ELEVATION AND SECTION DRAWINGS FOR ADDITIONAL INFORMATION 2. SEE SPECIFICATIONS SECTION 024100 SELECTIVE SEE SPECIFICATIONS SECTION 024100 SELECTIVE DEMOLITION FOR DETAILED DEMOLITION REQUIREMENTS 3. SEE MECHANICAL/PLUMBING/ELECTRICAL DRAWINGS FOR SEE MECHANICAL/PLUMBING/ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS 4. REMOVE (E) ROOFING - (E) SHEATHING AND FRAMING REMOVE (E) ROOFING - (E) SHEATHING AND FRAMING TO REMAIN 5. REMOVE (E) WOOD WINDOWS, TYP. REMOVE (E) WOOD WINDOWS, TYP. 6. REMOVE (E) ALUMINUM STORM WINDOWS, TYP. REMOVE (E) ALUMINUM STORM WINDOWS, TYP. 7. ALL EMPLOYEES MUST BE INFORMED THAT THE PRESENCE OF ALL EMPLOYEES MUST BE INFORMED THAT THE PRESENCE OF MOLD OR MOUSE FECES AND/OR DRIED URINE REPRESENTS A POTENTIAL HEALTH RISK. IF MOLD OR MOUSE FECES AND/OR DRIED URINE ARE DISCOVERED, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER FOR FURTHER INSTRUCTIONS REGARDING APPROPRIATE SAFETY PRECAUTIONS AND PROCEDURES FOR THE SAFE REMOVAL OF THESE MATERIALS.

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LEGEND

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KEYNOTES

AutoCAD SHX Text REMOVE (E) CONCRETE STEPS AND METAL RAILINGS NOT USED REMOVE (E) WOOD DOOR, FRAME, SCREEN, AND STORM DOOR REMOVE AND SALVAGE (E) WOOD SHINGLES REMOVE (E) WOOD WINDOW REMOVE AND SALVAGE (E) TONGUE AND GROOVE WOOD SIDING REMOVE (E) WOOD FASCIA REMOVE AND SALVAGE (E) WOOD ACCESS PANEL, SIDING AND HARDWARE REMOVE (E) GUTTER AND DOWNSPOUT REMOVE (E) ROOFING REMOVE (E) VENT REMOVE (E) LIGHTING FIXTURE REMOVE (E) PIPE AND PATCH (E) FOUNDATION PENETRATION REMOVE (E) CRAWLSPACE HATCH

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REMOVE (E) CONSTRUCTION; SEE KEYNOTES FOR ADDITIONAL INFORMATION

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TYP.

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DATE:

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DESIGNED:

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HERRMANN HOUSE

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MINIDOKA NATIONAL HISTORIC SITE

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