INVESTMENT OPPORTUNITY

MEDICAL OFFICE MEDICAL CLINIC AND DIALYSIS CENTER 245 POPLAR STREET, BLACKFOOT, IDAHO 83321 OFFERING PRICE: $4,842,450

FOR ADDITIONAL INFORMATION, PLEASE CONTACT: DAVID McDONALD, CCIM, BROKER mobile: (208) 720-2000 • [email protected]

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com TABLE OF CONTENT

INVESTMENT HIGHLIGHTS ...... 3

PRICING...... 5

PHOTOGRAPHS...... 6

SITE PLAN...... 9

EXTERIOR ELEVATION...... 10

FLOOR PLAN...... 11

STREET MAP...... 12

LOCATION OVERVIEW...... 13

BROKER BIOGRAPHY...... 15

Parsons St Poplar St

Bingham Memorial Women’s Clinic Bingham Memorial Hospital

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com INVESTMENT HIGHLIGHTS

PROJECT OVERVIEW LOCATION 245 Poplar Street, Blackfoot, Idaho, Blackfoot, Idaho 83321 Part of the Bingham Memorial Hospital campus

SITE 1.062 Acres

BUILDING • 1 story / 2017 Construction • 11,028 Gross SF / 10,941 SF Rentable Area

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

3 updated 11/12/2020 INVESTMENT HIGHLIGHTS

SUMMARY BUILDING SIZE • GROSS 11,028 SF • RENTABLE AREA 10,941 SF

TENANTS BMH, INC Fresenius Medical Care Holdings Inc. DBA Bingham Memorial Hospital, Blackfoot, ID DBA Idaho Kidney Center - Blackfoot, LLC https://www.binghammemorial.org/ https://fmcna.com/ USE Medical Clinic Dialysis Center LEASED PREMISES 2,959 SF 7,982 SF TERM 15 years, + 2-5 year options 15 years, + 3-5 year options3 RENT ESCALATION 3% annual increases 2% annual increases SCHEDULED RENT $92,841 $149,282 TYPE OF LEASE NNN NNN

LAND SUBLEASE The building is located on a parcel of land owned by Bingham County as part of the Bingham Memorial Hospital Campus. Bingham County leased the appurtenant land to BMH, Inc for a period of 99 years, beginning in 2007. BMH, Inc then subleased 1.062 acres of land to the developer of the building. The land lease was paid in advance in 2018 and now functions similar to a fee simple ownership position with the advantage of the underlying land still being owned by Bingham County which means it is not taxed.

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

4 updated 11/12/2020 PRICING

OFFERING PRICE $4,842,450

PRICE / SF $439

RENT $242,123

LANDLORD EXPENSES N/A, NNN Lease

NET OPERATING INCOME $242,123

CAPITALIZATION RATE 5.0%

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

5 updated 11/12/2020 INTERIOR PHOTOGRAPHS

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

6 updated 11/12/2020 INTERIOR PHOTOGRAPHS

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

7 updated 11/12/2020 INTERIOR PHOTOGRAPHS

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

8 updated 11/12/2020 SITE PLAN

PAD MOUNTED TRANSFORMER - COORDINATE REQUIREMENT, LOCATION AND CONSTRUCTION DETAILS WITH LOCAL UTILITY, IF NO DETAILS PROVIDED, --- CONTRACTOR SHALL PRICE A 6' SQUARE PAD DETAILED GENERAL NOTES AS SHOWN ON DETAIL # 9 ON SHEET A110

THIS SITE PLAN IS FOR REFERENCE TO DETAILS LOCATED IN THE ARCHITECTURAL DRAWING SET. IT IS MEANT TO DRAW ATTENTION TO ONLY P R O P E R T Y B O U N D A R Y THE DETAILS WHICH ARE SUPPLIED BY THE ARCHITECT. THESE DETAILS CAN BE FOUND THROUGH NOTES ON THIS SHEET AND FROM SUPPLEMENTAL DRAWINGS FOUND ON SHEET A110. FOR INFORMATION ABOUT OVERALL SITE CONSTRUCTION, SITE DRAINAGE AND GRADING, SITE UTILITIES, STORMWATER MANAGEMENT AND ALL CONSTRUCTION DETAILS ASSOCIATED WITH THESE DISCIPLINES SEE THE CIVIL ENGINEERING DOCUMENTS. T

EXISTING POWER LINE, SEE CIVIL

NEW POWER LINE, SEE CIVIL SIDEWALK NEW POWER LINE, SEE CIVIL NEW SANITARY SEWER, SEE CIVIL NEW CONCRETE INCOMING GAS NEW GAS LINE, SEE CIVIL DRAWING LEGEND LOCATION (2 NEW GAS LINE, SEE CIVIL REVISION DESCRIPTION METERS) MED WASTE ACCESS INDICATES EXISTING PROPERTY LINE EMERGENCY EXIT

INDICATES REQUIRED SETBACKS AND EASEMENTS NEW SANITARY SEWER, SEE CIVIL

NEW ASPHALT EXISTING PAVING ASPHALT PAVING 6 # DATE

NEW ASPHALT PAVEMENT - SEE CONCRETE SIDEWALK CIVIL NEW ASPHALT PAVEMENT - SEE CIVIL

PATIENT ENTRANCE CONCRETE SIDEWALK

PATIENT DROP-OFF TOTAL PROPOSED GSF CANOPY 11,028 GSF (10,570 USEABLE) SIDEWALK

BUSINESS GROUP OCCUPANCY B NEW CONCRETE

(CLINIC OUTPATIENT) HEAVY DUTY CONCRETE PAD AT H.C. ACCESSIBLE PARKING, SIGNAGE, DRIVE-UP CANOPY FFE = 4491.50' 11" CONCRETE FILLED STEEL PIPE 15 AND STRIPING (TYPICAL FOR 2) - SEE - SEE CIVIL BOLLARDS WITH INNOPLAST TAN CIVIL FOR DETAILS - SEE CIVIL GRANITE DECORATIVE SLANT TOP PATIENT BOLLARD COVER (TYPICAL FOR 6) 2 ENTRANCE - SEE DETAIL # 5 ON SHEET A110 FOR DETAILS ARCHITECTS ENGINEERS PLANNERS Christopher Kidd and Associates, LLC N48W16550 Lisbon RoadP 262.901.0505 Menomonee Falls, Wisconsin 53051-6630 F 262.901.0510 @cka-ae.com cka-ae.com

DETECTABLE

ELECTRICAL PANEL LOCATION WARNING STRIP TEMPORARY CONSTRUCTION/ LIGHT FIXTURE, POLE AND BASE, WHERE SIDEWALK COMING SOON SIGN SHALL BE SIZED SEE ELECTRICAL DRAWINGS IS FLUSH WITH TO CONFORM TO THE CITY OF (TYPICAL 7 LOCATIONS) 2 PAVING - SEE CIVIL BLACKFOOT SIGN STANDARDS AND

L I SHALL BE PLACED AT A LOCATION V I M

C AS DETERMINED BY THE OWNER, R

O E SEE DETAIL # 7 ON SHEET A110 FOR T E S S CONSTRUCTION DETAILS ,

W R SPRINKLER E E

N LANDSCAPED AREA RISER W E S

LANDSCAPED NEW WATER EXISTING WATER

AREA SERVICE, SEE CIVIL PROPERTY BOUNDARY PROPERTY BOUNDARY CONCRETE SIDEWALK SERVICE, SEE CIVIL LANDSCAPED AREA

INFILTRATION SYSTEM, SEE

CONCRETE SIDEWALK SETBACK CIVIL DELIVERY AREA NEW ASPHALT PAVEMENT - SEE CIVIL FIRE RISER DELIVERY EMERGENCY EMERGENCY ACCESS ENTRANCE EXIT EXIT SEE CIVIL DRAWINGS FOR NEW WATER ENTRY AWNING, TYPICAL WHERE DELIVERY ZONE SERVICE, SEE CIVIL SITE LAYOUT AND INDICATED SIGNAGE - SEE CIVIL NEW ASPHALT CONSTRUCTION DETAILS PAVEMENT - NEW ASPHALT EXISTING SEE CIVIL UNLESS NOTED THIS SHEET PAVING ASPHALT PAVING

H.C. ACCESSIBLE PARKING, SIGNAGE, AND STRIPING (TYPICAL FOR 2) - SEE CIVIL FOR DETAILS - SEE CIVIL

NEW S POPLAR STREET TO Poplar Street SEW RM ER, SE NEW STORM E CIVIL SEWER, SEE CIVIL 7 5 2 Blackfoot, Idaho 83221 SIDEWALK Medical Office Building for: NEW CONCRETE TRASH ENCLOSURE

NEW MONUMENT SIGN - SHELL CONTRACTOR SHALL PROVIDE BASE AND TRENCH CONDUITS/RUN

PAVING ELECTRICAL TO SIGN - VERIFY SIGN REQUIREMENT

NEW ASPHALT WITH TENANT (SEE ELECTRICAL AND DETAIL # 10 ON SHEET A110)

EXISTING CATV

LINE, SEE CIVIL Blackfoot Dialysis Center (Shell)

EXISTING TELEPHONE EXISTING LINE, SEE CIVIL EXISTING ASPHALT PAVING ASPHALT PAVING EXISTING POWER LINE, SEE CIVIL

EXISTING GAS LINE, SEE CIVIL These drawings, as instruments of service, remain the property of the Architect or Engineer. EXISTING STORM Any changes, publication, or SEWER, SEE CIVIL use of any kind is prohibited EXISTING WATER unless expressly authorized by SERVICE, SEE CIVIL said party.

EXISTING SANITARY SEWER, SEE CIVIL Copyright 2016

Drafted By: ZTK Checked By: JTP Date Drafted: 04-11-2016 Project #: 13021-03 EXISTING ASPHALT PAVING

ADJACENT BUILDING (N.I.C.) A100

0 5'-4" 10'-8" 21'-4"

ARCHITECTURAL SITE SCALE : 3/32" = 1'-0" PLAN (REFERENCE ONLY)

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

9 updated 11/12/2020 EXTERIOR ELEVATION

PREFINISHED ALUMINUM 1 EDGING W/ D C B CONTINUOUS HOLD A

A430 --- DOWN CLIPS RE

EXTERIOR INSULATED EFS2 FINISH SYSTEM CORNICE 7 1/2" EL. 118'-4" 4" T.O. DRIVE-UP CANOPY 3'-3" EL. 114'-0" EXTERIOR INSULATED EFS1 B.O. DRIVE-UP CANOPY FINISH SYSTEM FASCIA

MODULAR FACE BRICK WITH REVISION DESCRIPTION RUNNING BOND COURSE BRK 10'-5 1/2" CAST STONE CAP (4' LONG MAX) ALIGN MASONRY JOINTS WITH CS ADJACENT MASONRY

EL. 103'-8" 4" DATE

T.O. CAST STONE 07-29-16 CONSTRUCTION CLARIFICATION BULLETIN #1 ZTK INTEGRATED COLOR SPLIT-FACED CMU CMU 3'-4" #

VENEER W/ INTEGRAL WATER REPELLENT C1 EL. 100'-0" FINISHED

FOUNDATION AND FOOTING, SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION

EXTERIOR ELEVATION 1 SCALE: 3/16" = 1'-0" RE PREFINISHED ALUMINUM ROOF 2 2 1 1 EDGING W/ CONTINUOUS HOLD A400 D C B A EXTERIOR INSULATED EFS2 DOWN CLIPS A410 A430 A410 FINISH SYSTEM CORNICE 1'-4" EL. 125'-8" 4" 1 EL. 124'-0" T.O. ROOF EDGING A450 T.O. ROOF EDGING 4" 10" 9 1/4" EL. 123'-4"

EL. 123'-0" 4" 4" 4"

4" T.O. ROOF EDGING T.O. ROOF EDGING 9 1/4" 4" 9 1/4" EL. 122'-4" 2'-0 1/4" EL. 122'-2" 9 1/4" T.O. ROOF EDGING 1'-2 1/4" T.O. ROOF EDGING 9 1/4"

3'-0 1/4" EL. 121'-6" 9 1/4" EL. 118'-4" T.O. ROOF EDGING T.O. DRIVE-UP CANOPY EQ EQ MODULAR FACE BRICK WITH 3'-3 1/2" ℄ RUNNING BOND COURSE BRK 8" 4" 4" EL. 114'-0" 8" EXTERIOR INSULATED FINISH SYSTEM WITH 1" REVEAL AS SHOWN (DIMS TO CL 6'-6 1/2"

B.O. DRIVE-UP CANOPY 6'-6 1/2" ℄ ℄ ℄ ℄ 3'-3 1/2" ARCHITECTS ENGINEERS PLANNERS Christopher Kidd and Associates, LLC N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051-6630 OF REVEALS), SEE A600 FOR DETAILS P 262.901.0505 F 262.901.0510 [email protected] cka-ae.com EL. 112'-8" EFS1 T.O. FRAME WALL SCONCE, SEE ELECTRICAL DRAWINGS EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ CAST STONE CAP (4' LONG MAX) ALIGN CS MASONRY JOINTS WITH ADJACENT MASONRY 1'-0"

9'-0" ℄ EL. 107'-2" 15'-3" 15'-3" SHADED PORTION 8'-11 1/2" T.O. FRAME REPRESENTS 9'-0" SPANDREL GLAZING

EL. 103'-8" 4" EL. 103'-8" 8'-6" T.O. CAST STONE T.O. CAST STONE 4"

EL. 100'-0" EL. 100'-0" FINISHED FLOOR MJ MJ MJ MJ MJ MJ MJ MJ MJ FINISHED FLOOR 4'-0" 19'-4" 4'-0" 6'-6" 15'-6" 4'-0" 18'-8" 3'-4" 16'-8" 4'-0" THERMALLY BROKEN EXTERIOR INSULATED ALUMINUM/GLASS ALUMINUM CMU WIN ALUMINUM STOREFRONT DR2 AWN INTEGRATED COLOR SPLIT-FACED CMU ALUMINUM/GLASS SLIDING FINISH SYSTEM ENTRANCE DOOR CLAD AWNING FRAMING WITH INSULATED DR1 EFS2 VENEER W/ INTEGRAL WATER REPELLENT LOW-E GLAZING DOOR PATIENT ENTRANCE CORNICE WALL AND FOOTING, SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION EXTERIOR ELEVATION 2 SCALE: 3/16" = 1'-0"

1 3 3 2 1 3 1 1 2 3 4 5 6 7 8 9 10 11 12 A440 A420 A440 A440 A420 A410 A400 RE PREFINISHED ALUMINUM ROOF EDGING W/ CONTINUOUS HOLD EFS2 EL. 123'-8" ALUMINUM AWN SHADED PORTION REPRESENTS EXTERIOR INSULATED DOWN CLIPS SPANDREL GLAZING FINISH SYSTEM CORNICE T.O. ROOF EDGING CLAD AWNING 4"

4" EL. 123'-0" 9 1/4" 4" 4" 9 1/4" 4" EL. 122'-2" 10" T.O. ROOF EDGING 1'-4" 9 1/4" T.O. ROOF EDGING 4" EL. 122'-4" 1'-2 1/4" EL. 121'-6" T.O. ROOF EDGING T.O. ROOF EDGING 9 1/4" 9 1/4" 3'-2" EL. 118'-4" EFS2 EXTERIOR INSULATED FINISH SYSTEM T.O. DRIVE-UP CANOPY CORNICE 2'-0 1/4" 4" EFS1 EXTERIOR INSULATED FINISH SYSTEM 3'-3 1/2" 3'-3 1/2" 8" WITH 1" REVEAL AS SHOWN (DIMS TO CL Poplar Street OF REVEALS), SEE A600 FOR DETAILS 4'-8" 5'-9 1/2" 7'-9" 5'-9 1/2" EL. 114'-0" B.O. DRIVE-UP CANOPY EL. 112'-8" 3'-3 1/2" ℄ ℄ ℄ ℄ 3'-3 1/2" MODULAR FACE BRICK T.O. WINDOW FRAME WITH RUNNING BOND

COURSE BRK Blackfoot, Idaho 83221 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ Medical Office Building for: WALL SCONCE, SEE 1'-0" 1'-0" ℄ ℄ 18'-0" ELECTRICAL DRAWINGS EL. 107'-2" ℄ 15'-3" T.O. DOOR FRAME 8'-11 1/2" 8'-11 1/2" CAST STONE CAP (4' LONG MAX) ALIGN MASONRY JOINTS WITH ADJACENT MASONRY CS

EL. 103'-8" 9'-0" 9'-0" 9'-0" EL. 103'-8" 8'-6" 8'-6" T.O. CAST STONE T.O. CAST STONE 4" 4"

EL. 100'-0" EL. 100'-0" FINISHED FLOOR MJ MJ MJ MJ MJ MJ MJ MJ MJ MJ MJ FINISHED FLOOR 4'-0" 44'-0" 10'-0" 3'-4" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 3'-4" 19'-4" 4'-0" Blackfoot Dialysis Center (Shell) INTEGRATED COLOR SPLIT-FACED CMU CMU VENEER W/ INTEGRAL WATER REPELLENT ROLL-UP DELIVERY ALUMINUM STOREFRONT HOLLOW METAL DR4 ALUMINUM/GLASS WIN DR2 FRAMING WITH INSULATED ENTRANCE DOOR DR3 DOOR ENTRANCE DOOR FOUNDATION WALL AND FOOTING, LOW-E GLAZING LIGHT FIXTURE, SEE SEE STRUCTURAL DRAWINGS FOR ELECTRICAL DRAWINGS MORE INFORMATION EXTERIOR ELEVATION 3 SCALE: 3/16" = 1'-0" These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited GENERAL NOTES EXTERIOR FINISHES LEGEND MASONRY MOVEMENT JOINT KEY PLAN unless expressly authorized by said party. 1. EIFS REVEAL DIMENSIONS SHOWN TO CENTERLINE OF MANUF ROCKY MOUNTAIN SUPPLY MANUF OLD CASTLE REVEAL. SEE SHEET A600 FOR EIFS DETAILS. BCK COLOR GEORGETOWN (W/ SOLOMON COLORS PLAIN MASONRY MORTAR) WIN COLOR MANUFACTURER'S CLEAR ANODIZED FINISH STANDARD MODULAR BRICK FINISH CENTER GLAZED PRODUCT - PRODUCT SERIES-3000-XT STOREFRONT Copyright 2016 MANUF OLDCASTLE PRECAST MASONRY PRODUCTS MANUF BESAM CMU COLOR NATURAL GREY (W/ SOLOMON COLORS PLAIN MASONRY MORTAR) DR1 COLOR MANUFACTURER'S CLEAR ANODIZED Drafted By: FINISH 8"H X 16"W X 4"D NOMINAL DIMENSIONS FINISH ALUMINUM 10" BOTTOM RAIL ZTK PRODUCT SPLITFACE PRODUCT SL 500-UNISLIDE OC-S (FULL BREAKOUT) Checked By: MANUF SOLOMON COLORS MANUF OLD CASTLE COLOR MANUFACTURER'S CLEAR ANODIZED CS COLOR PLAIN MASONRY(W/ SOLOMON COLORS PLAIN MASONRY MORTAR) DR2 JTP FINISH SMOOTH FINISH CENTER GLAZED PRODUCT CAST STONE PRODUCT THERMAL CLAD DOOR AND FRAME WITH WS-500 Date Drafted: 04-11-2016 MANUF PAC-CLAD MANUF PPG INDUSTRIES OR SIMILAR COLOR STONE WHITE COLOR MATCH STONE WHITE ROOF EDGE (RE) Project #: RE DR3 (44 TOTAL LOCATIONS) C1 FINISH 2-COAT SYSTEM FINISH 2-COAT SYSTEM 13021-03 PRODUCT PAC-TITE (OR FIRESTONE ROOF EDGE) - ALUMINUM PRODUCT DURANAR COATINGS

MANUF DRYVIT MANUF CLOPAY BUILDING PRODUCTS COLOR 106 PEARL ASH COLOR WHITE EFS1 DR4 FINISH SANDPEBBLE FINE NT FINISH - PRODUCT OUTSULATION PB PRODUCT MODEL CESD 20

MANUF DRYVIT MANUF - EFS2 COLOR 612 MOONLIGHT COLOR MATCH STONE WHITE ROOF EDGE (RE) SANDPEBBLE FINE NT AWN A300 FINISH FINISH 2-COAT SYSTEM PRODUCT OUTSULATION PB PRODUCT -

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

10 updated 11/12/2020 FLOOR PLAN

2 1 2 3 4 5 6 7 8 9 1 10 11 A310 A400 3'-4" 21'-7" 8" 21'-5 1/2" 7'-7 1/2" 18'-0 1/2" 10'-1" 13'-6 1/2" 18'-1 1/2" 3'-4"

6 3/4" 114'-8" 2'-6 3/4" SYMBOL LEGEND --- 4'-0" 6'-4" 3'-4" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 3'-4" 65'-8" 4'-0" (NOT ALL SYMBOLS NECESSARILY USED) (2) GAS METERS (1 PER TENANT) - COORDINATE 1'-4" 5'-4" 1'-4" 1'-4" 5'-4" 1'-4" 1'-4" 5'-4" 1'-4" 11'-4" 5'-4" 6'-0" 5'-4" 6'-0" 5'-4" 6'-0" 5'-4" 10'-4" 3'-4" 1'-4" FINAL LOCATION AND SERVICE REQUIREMENTS ROOM - ROOM NAME / NUMBER WITH CIVIL DRAWINGS AND TENANT BUILD-OUT

NAME 8"

PLANS 8" 1'-0" 1'-8"

X 003

- REVISION REFERENCE MARK 1'-8"

W1 W1 W1 1'-0"

4'-0" W1 W1 W1 W1 4'-0"

### 1'-0" 3 2 1 - DOOR REFERENCE MARK A440 A440 A420 2 2

1'-4" OVERFLOW ROOF DRAIN C1 1'-0" FUTURE GYPSUM BOARD ON VAPOR DISCHARGE - SEE A450 A420 1'-0" BARRIER ON INTERIOR FACE OF WOOD EMERGENCY WATER FOR MORE INFORMATION

STUDS BY TI CONTRACTOR EXCEPT ACCESS DOOR, SEE 6'-4"

WHERE DENOTED (TYPICAL) DETAIL #11 ON SHEET A480 REVISION DESCRIPTION X ELEVATION DETAIL SYMBOL 2 FOR MORE INFORMATION, AXXX VERIFY FINAL LOCATION - ELEVATION DETAIL NUMBER A410 WITH TENANT PROJECT 002 - ELEVATION NUMBER SHEET MANAGER INTERIOR EXCEPT FOR TENANT 1 2

DEMISING WALL, SPRINKLER RISER 4'-4" A231 A231 16'-8" X ROOM, AND ELECTRICAL ALCOVE SECTION DETAIL SYMBOL W2 20'-0"

AXXX 17'-4" REPRESENT A PRELIMINARY TENANT G G - DETAIL NUMBER WALL LAYOUT FOR REFERENCE ONLY

- SHEET NUMBER DATE 07-29-16 CONSTRUCTION CLARIFICATION BULLETIN #1 ZTK 33'-3 1/2" 33'-3 1/2"

1'-8" 6'-0" X FUTURE REINFORCED CONCRETE FLOOR SLAB SEE CIVIL DRAWINGS FOR DETAILS # AND 15 MIL. POLY VAPOR BARRIER BY TI ON OVERALL SITE DESIGN C1 - PARTITION TYPE SYMBOL CONTRACTOR, BACKFILL TO WITHIN 12" OF SEE SHEET A600 FOR DETAILS M FINISHED FLOOR, SEE GEOTECHNICAL REPORT FOR MORE INFORMATION ON SUB-GRADE PREP - DENOTES FIRE RATED DOOR AND FRAME ASSEMBLY 3'-0" FUTURE REINFORCED CONCRETE 3'-4" 1'-0"

1'-4" FLOOR SLAB AND 15 MIL. POLY * VAPOR BARRIER BY TI CONTRACTOR, G - WALL FACE TO RECEIVE TYPE X

BACKFILL TO WITHIN 12" OF FINISHED 2'-0" GYPSUM BOARD TAPED AND MUDDED TENANT DEMISING WALL FLOOR, SEE GEOTECHNICAL 4'-0" SHALL BE INSULATED, 1 HR C1 REPORT FOR MORE INFORMATION 1 P - WALL FACE TO RECEIVE 5/8" INTERIOR FOOTING BELOW RATED FIRE/SMOKE BARRIER ON SUB-GRADE PREP A410 PLYWOOD (TYPICAL) - SEE STRUCTURAL CONTINUOUS TO UNDERSIDE

OF STRUCTURE ABOVE, SEE 5'-4" 8" INTERIOR STEEL COLUMN (1 LOCATED 1 DETAILS ON SHEET A600 W1 WITHIN THIS TENANT SPACE) - SEE A460 STRUCTURAL DRAWINGS FOR MORE

7'-8" INFORMATION

A 3'-4" A 18'-8"

GENERAL NOTES 2 SEE DETAIL #6 ON SHEET A300 W1 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD A600 FOR THRESHOLD 5'-4" AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. INFORMATION (TYPICAL

6'-8" AT ALL EXTERIOR ) DIMENSIONS AT EXTERIOR ARE FROM EDGE OF 22'-0" FOUNDATION TO ROUGH MASONRY OPENINGS (NOMINAL), GC SHALL FINISH PORTION OF 2 ROOF TOP HVAC UNIT Q 2 UNLESS NOTED OTHERWISE. INTERIOR DIMENSIONS ARE INTERIOR WALL WHERE ELEC. 4'-4"

004 A430 13'-10 1/2" A460 ABOVE - APPROXIMATE 2'-8" PORTE COCHERE 12 FROM INSIDE FACE OF STRUCTURE AT EXTERIOR WALLS PANELS ARE TO BE INSTALLED FREEZE PROOF HOSE BIB - LOCATIONS ROOF LINE ABOVE TO NOMINALLY SIZED INTERIOR WALLS. TENANT DEMISING WALL SHALL BE G AS A PART OF THE SHELL SEE PLUMBING DRAWINGS INSULATED, 1 HR RATED FIRE/SMOKE WORK - SEE GENERAL NOTE #5 FOR MORE DETAILS 11 POTENTIAL RECESSED

BARRIER CONTINUOUS TO UNDERSIDE ARCHITECTS ENGINEERS PLANNERS

2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND FOR FINISHING DETAILS Christopher Kidd and Associates, LLC N48W16550 Lisbon RoadP 262.901.0505 Menomonee Falls, Wisconsin F 53051-6630 262.901.0510 [email protected] cka-ae.com RECYCLING / DISPOSAL OF ALL CONSTRUCTION DEBRIS. A231 OF STRUCTURE ABOVE, SEE DETAILS 4'-0" KNOX BOX LOCATION - G 009 (SEE SPECIFICATIONS MANUAL FOR MORE INFORMATION) ON SHEET A600 SEE GENERAL NOTE #6 7'-8" * B 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL 8" G 12 8"

M 1'-6" 1'-6" CONSTRUCTION ACTIVITIES AS WELL AS SCHEDULING AND 96'-0" ROOF TOP HVAC UNIT A231 96'-0" ABOVE - APPROXIMATE COORDINATING PROJECT PHASING. 30'-8 1/2"

LOCATIONS 6'-6" 4. CONTRACTOR SHALL LOCATE AND INSTALL ALL FIRE EXTINGUISHERS REQUIRED BY APPLICABLE CODES NEAR 4'-0" ALL EXITS AND WHERE SHOWN ELSEWHERE IN THE TENANT BUILD-OUT PLANS. COORDINATE LOCATION WITH TENANT AND VERIFY WITH LOCAL FIRE MARSHAL OR 4'-4" 4'-0" 9 10 AUTHORITY HAVING JURISDICTION (AHJ). 1

A231 A231 16'-10" A430 5. CONTRACTOR SHALL PROVIDE UN-FACED BATT 3 ELECTRICAL CONDUITS - SEE W3

A450 9'-0"

INSULATION AT ALL EXTERIOR WALLS. VAPOR BARRIER 22'-0" ELECTRICAL DRAWINGS FOR 18'-0" AND GYPSUM BOARD INSTALLATION (EXCEPT AS NOTED ON MORE DETAILS AND GENERAL ABOVE 1 THIS PLAN) IS BY TENANT CONTRACTOR. SHELL NOTE #8 ON THIS SHEET FUTURE TENANT DOOR A300 CONTRACTOR SHALL MUD AND TAPE AT INSTALLED 1 WIRING

A310 001 GYPSUM BOARD - ALL OTHER FINISHING SHALL BE BY THE TUBE STEEL EMBEDDED TI CONTRACTOR. IN EXTERIOR WALL (TYPICAL AT 6 LOCATIONS) - SEE STRUCTURAL 6. CONTRACTOR SHALL COORDINATE THE LOCATION OF A C C KNOX BOX OR OTHER CITY APPROVED EMERGENCY ELECTRICAL PANELS -

ACCESS SYSTEM WITH THE OWNER AND THE LOCAL FIRE 6'-6"

COORDINATE FINAL LOCATIONS ELECTRICAL CONDUITS - SEE 4'-2" DEPARTMENT. FUTURE INTERIOR COLUMN FOOTING BELOW AND SERVICE REQUIREMENTS ELECTRICAL DRAWINGS FOR 8" DATA (TYPICAL) - SEE STRUCTURAL WITH ELECTRICAL DRAWINGS MORE DETAILS AND GENERAL 7. ALL BUILDING UTILITY SERVICES INCLUDING SANITARY CLOSET D LINES, DOMESTIC WATER LINES, SPRINKLER SYSTEM NOTE #9 ON THIS SHEET INTERIOR STEEL COLUMN (6 1'-6" 1'-6" WATER LINE, DATA AND LINES AND LOCATED WITHIN THIS TENANT ELECTRICAL TRANSFORMER, MAIN SERVICE PANELS AND SPACE) - SEE STRUCTURAL DISCONNECTS SHALL BE LOCATED AND COORDINATED M DRAWINGS FOR MORE INFORMATION 4'-0"

TENANT DEMISING WALL SHALL BE 1'-0" WITH FUTURE TENANT BUILD-OUT PLANS. SERVICES FREEZE PROOF HOSE BIB - STEEL COLUMNS INSULATED, 1 HR RATED FIRE/SMOKE SHOWN DEPICT APPROXIMATE LOCATIONS AND ESTIMATE SEE PLUMBING DRAWINGS EMBEDDED IN STUD AND 38'-0" BARRIER CONTINUOUS TO UNDERSIDE UTILITY SIZES BASED ON GENERAL TENANT FOR MORE DETAILS MASONRY ENCLOSURE - OF STRUCTURE ABOVE, SEE DETAILS 2'-4" 1 2 REQUIREMENTS. 2 SEE STRUCTURAL ON SHEET A600 A450 A400 A400 FUTURE GYPSUM BOARD ON (TYPICAL FOR 2) 8. SHELL CONTRACTOR SHALL PROVIDE (3) 4" ELECTRICAL G G VAPOR BARRIER ON INTERIOR CONDUITS AND PULL STRINGS FOR LOW VOLTAGE 3 OVERFLOW ROOF DRAIN IRRIGATION PANEL FACE OF WOOD STUDS BY TI 2 SATELLITE AND INTERNET WIRING FROM THE FUTURE A310 DISCHARGE - SEE PLUMBING DESIGN/BUILD BY GC - INTERIOR WALLS EXCEPT FOR TENANT CONTRACTOR EXCEPT WHERE A410 TENANT WIRING CLOSET. (2) CONDUITS SHALL RUN FROM FOR MORE INFORMATION SEE ELECTRICAL FOR DEMISING WALL, SPRINKLER RISER DENOTED (TYPICAL) THE FUTURE TENANT WIRING CLOSET TO THE ROOF. FINAL METAL LADDER WITH SAFETY

WIRING AND CIRCUITING ROOM, AND ELECTRICAL ALCOVE Poplar Street CONDUIT LOCATION ON ROOF SHALL BE COORDINATED 32'-0" TREADS TO ROOF SCUTTLE REPRESENT A PRELIMINARY TENANT WITH THE TENANT PROJECT MANAGER. (1) CONDUIT SHALL ABOVE, SEE DETAILS #1 ON PORTION OF INTERIOR CONCRETE FLOOR WALL LAYOUT FOR REFERENCE ONLY RUN FROM THE FUTURE TENANT WIRING CLOSET TO THE SHEET A600 FOR MORE SLAB BY GC WITH 15 MIL. POLY VAPOR W2 27'-10" 17'-4" 19'-4"

PROPERTY LINE WHERE THE LOCAL VOICE/DATA PROVIDER INFORMATION 1'-0" BARRIER EXTENDING 12" BEYOND EDGE OF P

SPECIFIES (COORDINATE FINAL LOCATION WITH TENANT SLAB FOR SPLICING BY T.I. CONTRACTOR, Blackfoot, Idaho 83221 5" PROJECT MANAGER AND LOCAL TELECOM COMPANY). SUB-GRADE PER STRUCTURAL DRAWINGS W1 1'-0"

PENETRATION THROUGH EXTERIOR WALL SHALL BE INLINE P AND GEOTECHNICAL REPORT Medical Office Building for: WITH THIS CONDUIT RUN (NOTIFY THE ARCHITECT OF THIS PLYWOOD ON VAPOR N FREEZE PROOF HOSE BIB - LOCATION PRIOR TO INSTALLATION). ALL ACTUAL WIRING BARRIER AT EXTERIOR SPRINKLER SEE PLUMBING DRAWINGS AND TELECOM EQUIPMENT SHALL BE PROVIDED AND WALL, EXTEND VAPOR RISER P FOR MORE DETAILS 7 8 1'-0" INSTALLED BY THE TENANT CONTRACTOR. BARRIER 12" BEYOND ROOM ELECTRICAL EDGES OF PLYWOOD P ALCOVE A231 A231 1'-0" 9'-0" 1'-0" 9. SHELL CONTRACTOR SHALL PROVIDE (2) 4" ELECTRICAL 12'-11" 5" 7'-10" 7 1/4" 5'-10 5/8" 5 6 3 3 CONDUITS AND PULL STRINGS FOR LOW VOLTAGE A231 A231 1 A410 A420 3 2 SATELLITE AND INTERNET WIRING FROM THE FUTURE DATA A420 CLOSET. (1) CONDUIT SHALL RUN FROM THE FUTURE DATA P G 007 W1 A440 A440 1'-0" W1 W1 W1

CLOSET TO THE ROOF. FINAL CONDUIT LOCATION ON ROOF 4'-0" 4'-0" SHALL BE COORDINATED WITH THE TENANT PROJECT MANAGER. (1) CONDUIT SHALL RUN FROM THE FUTURE 8"

1 Blackfoot Dialysis Center (Shell) 005 DATA CLOSET TO THE PROPERTY LINE WHERE THE LOCAL 006 8" 8"

3 4 008 A440 1'-0"

VOICE/DATA PROVIDER SPECIFIES (COORDINATE FINAL 1'-0" A231 A231 1'-8" LOCATION WITH TENANT PROJECT MANAGER AND LOCAL 1'-0" TELECOM COMPANY). PENETRATION THROUGH EXTERIOR 6'-8" 3'-4" 5'-4" 3'-4" 6'-8" 6'-0" 6'-0" 5'-4" 1'-8" 3'-0" 3'-4" 3'-4" 1'-4" 5'-4" 1'-4" 1'-4" 5'-4" 1'-4" 1'-4" 5'-4" 1'-4" WALL SHALL BE INLINE WITH THIS CONDUIT RUN (NOTIFY THE ARCHITECT OF THIS LOCATION PRIOR TO 4'-0" 44'-4" 9'-8" 3'-4" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 3'-4" 19'-4" 4'-0" 25'-6" 3'-0" INSTALLATION). ALL ACTUAL WIRING AND TELECOM 1'-10 3/4" 116'-0" EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY THE TENANT CONTRACTOR. 3'-4" 22'-3" 21'-5 1/2" 7'-7 1/2" 18'-0 1/2" 10'-1" 13'-6 1/2" 18'-1 1/2" 3'-4" 27'-1 1/4"

GC SHALL FINISH INSIDE OF EXTERIOR WALL 1 2 3 4 REINFORCED, CAST-IN-PLACE 5 6 7 8 9 10 11 12 WHERE ELEC. PANELS ARE TO BE INSTALLED 3 1 These drawings, as instruments CONCRETE STOOP, SEE STRUCTURAL AS A PART OF THE SHELL WORK - SEE A300 A400 (TYPICAL AT ALL EXTERIOR DOORS) of service, remain the property GENERAL NOTE #5 FOR FINISHING DETAILS of the Architect or Engineer. SHELL BUILDING Any changes, publication, or 11,028 G.S.F. CODE ANALYSIS NOTES use of any kind is prohibited unless expressly authorized by 10,570 U.S.F. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND said party. (1) STORY REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. Climate zone for energy code : Climate Zone 6B A. Type of Work: New Structure Addition Alteration I. Limited Sprinkler System Yes No P. FINISH FLOOR ELEVATION A = Moist, B = Dry, C = Marine B. Occupancy Description CLINIC - OUTPATIENT Use Group BUSINESS Full Automatic Sprinkler System Yes No Copyright 2016 4491.50' Q. Is this area within the "Warm-Humid" region? Yes No C. Mixed Use: Yes No Standpipe System Yes No If yes: Non-Separated Use Separated Use Separate Building Smoke Control/Removal System Yes No R. Roof Drafted By: 5B D. Type of Construction Unlimited Area Building Yes No Insulation entirely above Yes No Required R-30ci Provided R-30ci ZTK E. Fire Resistive Construction Fire Test Design Numbers K. Handicap Accessible Yes No If no, state exemption Metal building w/ R-5 thermal blocks Yes No Required R-25+R-11LS Provided -- Exterior Walls > 30' 0 hr. L. Occupant Load 0 2'-8" 5'-4" 10'-8" Checked By: and other Yes No Required R-49 Provided -- SEE CIVIL DRAWINGS FOR DETAILS Interior Walls 0 hr. Area Square Feet Occupants JTP ON OVERALL SITE DESIGN Floor/ 0 hr. S. Walls - Above Grade Office 11,028 at 100 g.s.f. per person = 111 Date Drafted: Columns/Bearing Walls 0 hr. R-13.3ci -- SCALE : 3/16" = 1'-0" Mechanical/Storage n/a at 300 g.s.f. per person = 0 Mass Yes No Required Provided Exit Enclosures 0 hr. 04-11-2016 111 Total Occupants Metal building Yes No Required R-13+R-13ci Provided -- Shafts n/a hr. M. Egress R-13+R-7.5ci -- Project #: n/a Metal framed Yes No Required Provided Corridors hr. 3 PUBLIC, 2 SERVICE R-13+R-7.5ci Egress Capacity/Floor 500 Required Exits 2 Provided Exits R-21 + R4.4ci 13021-03 Tenant Separation 1 hr. U344 Wood framed and other Yes No Required or R-20+R-3.8ci Provided 36,000 S.F. 11,028 S.F. F. Allowable Maximum Floor Area Actual N. Restroom Fixture Counts T. Walls - Below Grade Does the above include increase for excess frontage Yes No Women's Water : Required N/A Provided N/A Below grade wall Yes No Required R-7.5ci Provided -- for complete sprinkler system Yes No Women's Lavatories: Required N/A Provided N/A 1 1 G. Number of stories above grade Total stories Men's Water Closets: Required N/A Provided N/A Water Closets U. Height 25'-8" N/A Provided Urinals Mass Yes No Required R-12.5ci Provided -- N/A N/A A210 Yes No Men's Lavatories: Required Provided Joist / Framing (steel / wood) Yes No Required R-30 Provided -- H. Horizontal Exits Yes No N/A N/A * Fire alarm system & fire Employee Water Closets: Required Provided J. N/A N/A Manual Fire Alarm * Yes No extinguishers locations shall be Employee Lavatories: Required Provided V. Slab on Grade Monitored Return Air Ducts * Yes No submitted under separate Unheated slabs Yes No Required R-10 to 24" Provided R-10 to 48" Fire Extinguishers * Yes No tenant improvement package O. Project County and State : Bingham County, Idaho Heated slabs Yes No Required R-15 to 36" Provided -- FLOOR PLAN

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

11 updated 11/12/2020 STREET MAP

Eastern Idaho Regional Medical Center

245 POPLAR STREET

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

12 updated 11/12/2020 LOCATION OVERVIEW

Idaho Falls Sun Valley

Boise

Twin Falls

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

13 updated 02/22/2019 LOCATION OVERVIEW

BLACKFOOT, IDAHO BINGHAM COUNTY COUNTY POPULATION, 2020: 46,900 BLACKFOOT POPULATION, 2020: 12,096 LAND AREA, SQ MILES: 6.21

Known as the “Potato Capital of the World” Blackfoot is the county seat of Bingham County. Established in 1885, Blackfoot originally earned DEMOGRAPHICS the nickname “Grove City” due to the stark contrast of its tree lined streets and the high- RADIUS 2 Mile 5 Mile 10 Mile desert arid vistas surrounding it. POPULATION to two of the largest employers in Idaho 2020 Population 12,741 20,266 26,561 (Bingham Memorial Hospital and Nonpareil 2025 Projection 13,143 20,963 27,517 Farms) and the Bingham County Historical Pop Growth 2020-2025 0.6% 0.7% 0.7% Museum, Blackfoot also serves as the location HOUSEHOLDS for the Eastern Idaho Fair; which draws thousands of visitors each September for top 2020 Total Households 4,550 6,960 8,917 country entertainers, horse racing, a carnival HH Growth 2020-2025 0.6% 0.7% 0.7% and classic car competitions. HOUSING Located on the south side of the Snake River, Median Home Value $148,775 $164,036 $171,917 residents enjoy biking and walking the cities Median Year Built 1971 1974 1974 6.5 mile Greenbelt, connecting public parks 2020 Avg Household Income $64,831 $67,142 $69,058 and other recreation sites throughout the Source: CoStar 2020 picturesque town.

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

14 updated 11/12/2020 BROKER BIOGRAPHY

REAL ESTATE PRACTICES Hard work, perseverance and integrity have made David McDonald a leader in the commercial Investment field. David specializes in consulting and brokerage of investment properties including apartments, industrial, office and retail.

WORK HISTORY In a career spanning more than 21 years of real state experience in Idaho, David has established himself as a powerful force in the real estate community having successfully completed over 500 transactions. He is continually ranked among the top 1% of agents in Idaho for total sales production and was ranked number one in sales at his previous brokerage firm, Thornton Oliver Keller Commercial. In November 2002, David founded Idaho Commercial Brokerage with the simple mission of providing superior representation and investment advising services to his clients. With uncompromising integrity, concise market knowledge and extensive experience, David continues to be a leader in his field. Between 2006 and 2010, David developed over 50 million dollars of residential vacation DAVID MCDONALD property in the Sun Valley area. Broker, CCIM Growing with the changing demands of the market, David has built strong business (208) 720-2000 relationships within the banking community. He has created one of the most comprehensive [email protected] approaches to developing business and creative loan solutions in the currently ever-changing financial markets.

PROFESSIONAL ACCREDITATION • CCIM designation • Vice President of the Boise Chapter of the Commercial Investment Real Estate Institute from 2001-2003 • Member of the National Association of Realtors and the Commercial Investment Real Estate Institute (CCIM)

PERSONAL David is a life-long Idaho resident. He grew-up in the Wood River Valley and moved to Boise in 1991. He has been married to his wife Rain for 26 years and they have three children, Gavin, Makena and Savanna. David spends much of his free-time in the Sawtooth Valley where he and his family raise organic Angus cattle on the Salmon River. When he’s not in the mountains, he’s flying over them. In 2006 David earned his pilot’s license and now spends time in the air flying his Scout in the back country of Idaho and the beaches of Mexico.

950 West Bannock Street, Suite 420 • Boise, Idaho 83702 • ( 208) 343- 9300 • icbre.com

15 updated 11/12/2020