2-2026 06 22 Lindon Well House 5 Drawings Issued for Bid.pdf

NIG SREENE

PROJECT

LOCATION

CITY OF LINDON

WELL HOUSE #5

JUNE 2026

ISSUED FOR BID

JACOB K.

NIELSEN

No. 11762590-2202

STATE OF UTAH

PR

OFESS I ONAL ENGINEER6/22/2026

14271529-2202

MATTHEW

JAMES

L

IC

E N

S

ED

PROFESS IONAL

EN

G

I N E

E R

STA T E OF UTA H

2026.06.22

JACOB K.

S TA T E O F U TAH

OFESS I ONAL ENGI NEER6/22/2026

OFESS I ONAL ENGINEER6/22/2026

4 00

OX

NIG SREENE

JACOB K.

4 00

OX

NIG SREENE

JACOB K.

A B C

JACOB K.

8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W 8-W

C -T

V- U

G C

-T V-

U G

C-TV-UG C-TV-UG C-TV-UG C-TV-UG C-TV-UG C-TV-UG C-TV-UG

2-G 2-G 2-G 2-G

2- G

2- G

2-G 2-G 2-G 2-G 2-G 2-G 2-G 2-G 2-G

2-G 2-G

2- G

15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD 15-SD

8- W

8- W

15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR

IR

R

IR

R

IR

R

X X

X X

X X

X X

X X

SD

W

W LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG

TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC

LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOGTBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC

-S

D

P- U

G P-

U G

P- U

G P-

U G

P- U

G P-

U G

P-

UG

P-

UG

P-

UG

P-

UG

P-

UG

P-

UG

P-

UG

P-UG P-UG P-UG P-UG

P- U

G P-

U G

P-UG P-UG P-UG P-UG P-UG P-UG P-UG

P- U

G

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI

4 5

6 7 8

SITE COORDINATES

POINT # NORTHING EASTING DESCRIPTION

NIG SREENE

JACOB K.

C-TV-UG

C -T

V- U

G C

-T V-

U G

2-G

2- G

2- G

15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR 15-IRR

X X

X X

X X

X X

X X

SD

LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG

TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC TBC

P- U

G P-

U G

P- U

G P-

U G

P- U

G P-

U G

P- U

G

P-

UG

P-

UG

P-

UG

P-

UG

P-

UG

P-

UG

P-UG

P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG P-UG

P- U

G P-

U G

2-G

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

-IR

R

6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI 6-PI

G B

G B

G B

G B

R

GB

2 3

11121314151617181920

313233

37383940

41 42

GRADING AND PAVING COORDINATES

POINT # NORTHING EASTING ELEVATION DESCRIPTION

NIG SREENE

JACOB K.

OFESS I ONAL ENGI NEER6/22/2026

Saw-cut driveway approach

1. GENERAL

A. The drawing shows sawing off and removing a curb for the construction of a new driveway approach. Additional requirements are specified in Plan 215 or Plan 221 for constructing driveway approach after curb is removed.

B. The slope of the right flare is required if a pedestrian access route abuts the curb.

The slope of the left flare is required if a pedestrian access rout DOES NOT abut the curb.

C. Variance from specified slopes must be acceptable to the ENGINEER.

2. PRODUCT

A. Water repellant: Penetrating compound, APWA Section 07 19 00.

B. Expansion Joint Filler: 1/2-inch thick type F1 full depth, APWA Section 32 13 73..

3. EXECUTION

A. At the apron, cut the curb off so the slope of the curb cut as measured perpendicular to the flow line is 16.67 percent (1:6). Unless specified otherwise, make the curb cut intersect the flow line.

B. At the flare, cut the curb off so the slope of curb cut as measured parallel to the flow line is as follows.

1) 8.33 percent (1:12) if curb borders a surface used by pedestrians.

2) 16.67 percent (1:6) if curb does not border a surface used by pedestrians.

C. No over-cutting where cuts merge. Grind sawed surface so no blade marks remain.

D. Water proofing. Apply full coverage water repellant over cut concrete.

E. Expansion Joint: Vertical, full depth, with top of filler set flush with concrete surface.

LEVELS 1, 2 AND 3 QUALITY ASSURANCE OF MASONRY (TMS 602-16 TABLE 3)

MINIMUM VERIFICATION

REQUIRED FOR

QUALITY ASSURANCE(a)

REFERENCE

FOR CRITERIA

PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS. R

LEVEL 1 LEVEL 2 LEVEL 3 TMS 602

ART. 1.5

PRIOR TO CONSTRUCTION, VERIFICATION OF f'm and f'AAC, EXCEPT WHERE

SPECIFICALLY EXEMPTED BY THE CODE. R ART. 1.4 B

DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX

(VSI) WHEN SELF-CONSOLIDATING GROUT IS DELIVERED TO THE PROJECT SITE. R ART. 1.5 & 1.6.3

RDURING CONSTRUCTION, VERIFICATION OF f'm and f'AAC, FOR EVERY 5,000 SQ. FT.

(465 SQ.M). ART. 1.4 B

R ART. 1.4 B

DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS OF MATERIALS AS

DELIVERED TO THE PROJECT SITE FOR PREMIXED OR PREBLENDED MORTAR,

PRESTRESSING GROUT, AND GROUST OTHER THAN SELF-CONSOLIDATION GROUT.

(a) R = REQUIRED, NR = NOT REQUIRED

N O

T

AP

PL

IC

AB

LE

N O

T

AP

PL

IC

AB

LE

LEVELS 3 FOR RISK CATEGORY IV QUALITY ASSURANCE OF MASONRY (TMS 402 TABLE 3.1)

FREQUENCY (a) REFERENCE OF CRITERIA

CONTINUOUS PERIODIC TMS 402 TMS 602

INSPECTION TASK

AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING

ARE IN COMPLIANCE.

1.

PROPORTIONS OF SITE-PREPARED MORTAR.a.Y X--- --- ART. 2.1, 2.6 A & 2.6 C

SPECIAL

INSPECTION

REQUIRED

Y/N

GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR

BOLTS AND PRESTRESSING TENDONS AND ANCHORAGES.

c.Y X--- --- ART. 2.4 A, D-L

Y

Y

PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY.e. ---X ART. 2.1

DC.1

SAMPLE PANEL CONSTRUCTION.f. ---X ART. 1.6 D---

PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE.2.

GROUT SPACE.a.Y --- ART. 3.2 D, & 3.2 F---X

PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHOR BOLTS.c.Y ---X SEC. 6.1, 6.3.1, 6.3.6, 6.3.7

ART. 3.2 E

& 3.4

VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION.3.

MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALS.a.Y X--- --- ART. 1.5

PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION.b.Y X--- --- ART. 3.3 B

SIZE AND LOCATION OF STRUCTURAL MEMBERS.c.Y X--- --- ART. 3.3 G

TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER

CONSTRUCTION.

d.

Y X--- ---SEC. 1.2.1(e),

6.2.1 & 6.3.1

WELDING REINFORCEMENT.g.Y ---X SEC. 6.1.7.3 ---

PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING

COLD WEATHER (TEMP BELOW 40F) OR HOT WEATHER (TEMP ABOVE 90F).

h.Y X--- --- ART. 1.8 C & 1.8 D

PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED

MORTAR JOINTS.

l.Y ---X --- ART. 3.3 B.8 & 3.3 G.1.b

OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS

AND/OR PRISMS.

4.Y X ------

ART. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 b.2.c.3,

1.4 B.3, 1.4 B.4

FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTIONS, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR

PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE.

(a)

REQUIRED FOR THE FIRST 5000 SQUARE FEET OF AAC MASONRY.(b)

REQUIRED AFTER THE FIRST 5000 SQUARE FEET OF AAC MASONRY.(c)

REQUIRED AFTER THE FIRST10% OF EACH DIFFERENT TYPE OF ANCHOR AND/OR INSTALLER.(d)

REQUIRED FOR THE REMAINING 90% OF EACH DIFFERENT TYPE OF ANCHOR AND/OR INSTALLER.(e)

GRADE AND SIZE PRESTRESSING TENDONS AND ANCHORAGES.b.N X--- --- ART. 2.4 B,

2.4 M & 2.4 N

PRESTRESSING TECHNIQUE.d.N X--- --- ART. 3.6 B

PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGES.b.N X---

PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT

FOR BONDED TENDONS.

d.Y X--- ---

ART. 3.6

ART. 2.6 B,

& 2.4 M.1.b

SEC. 10.8

& 10.9 e.Y

Y

TYPE, SIZE AND LOCATION OF VENEER TIES AND MOVEMENT JOINTS.

f. INSTALLATION OF ADHERED VENEER.

---X ---

---X ---

---X ---

Y

N

N i. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE.

j. PLACEMENT OF GROUT.

k. PLACEMENT OF PRESTRESSING GROUT FOR BONDED TENDONS.

ART. 3.4 D

ART. 3.3 D

ART. 3.6 B

ART. 3.6 C

ART. 3.5

SEC. 13.2

SEC. 13.3

NIG SREENE

SPECIAL INSPECTIONS AND TESTS OF SOILS (IBC 2024)

VERIFICATION AND INSPECTION TASK

SPECIAL

INSPECTION

REQUIRED

Y/N

FREQUENCY OF INSPECTION REFERENCE

OF CRITERIA

CONTINUOUS

DURING TASK

LISTED

PERIODICALLY

DURING TASK

LISTED

IBC SECTION

Y VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE

THE DESIGN BEARING CAPACITY.

1. --- X 1705.6

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL.

2.

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.3.

DURING FILL PLACEMENT, VERIFY PROPER USE OF MATERIALS AND PROCEDURES IN

ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT.

VERIFY DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL.

4.

--- X 1705.6

--- X 1705.6

X --- 1705.6

Y

Y

Y

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY

THAT THE SITE HAS BEEN PREPARED PROPERLY.

5. --- X 1705.6Y

WOOD CONSTRUCTION (2024 IBC)

VERIFICATION AND INSPECTION TASK

SPECIAL

INSPECTION

REQUIRED

Y/N

FREQUENCY OF INSPECTION REFERENCE

OF CRITERIA

CONTINUOUS

DURING TASK

LISTED

PERIODICALLY

DURING TASK

LISTED

IBC SECTION

Y VERIFY FABRICATION / QC PROCEDURES OF STRUCTURAL, LOAD-BEARING OR LATERAL

LOAD-RESISTING MEMBERS OR ASSEMBLIES. IN-PLANT INSPECTION OF FABRICATION /

QUALITY CONTROL PROCEDURES OR SUBMIT CERTIFICATE OF COMPLIANCE..

1. 1704.2.5, 1704.2.5.1

INSPECTION OF TEMPORARY RESTRAINT/BRACING HAS BEEN INSTALLED PER THE

TRUSS MANUFACTURER'S SUBMITIAL PACKAGE FOR WOOD TRUSSES WITH CLEAR

SPAN OF 60 FEET OR GREATER.

2.

- X

1705.5.2

INSPECTION OF WOOD SHEAR WALL AND DIAPHRAGM NAILING AND EDGE MEMBER

DIMENSIONS, FASTENER SIZES AND SPACING, DRAG STRUTS, BRACES, HOLD-DOWNS,

BOLTING AND ANCHORING (EXCEPT FOR ANY SHEAR-WALL OR DIAPHRAGMS WITH

NAILING MORE THAN 4-INCHES ON CENTER).

3.

Y

- X

- X

N 1705.5.1

SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (2024 IBC)

TYPE

SPECIAL

INSPECTION

REQUIRED

Y/N

CONTINUOUS

SPECIAL

INSPECTION

REFERENCE

STANDARD (A)

PERIODIC

SPECIAL

INSPECTION

IBC

REFERENCE

Y INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS,

AND VERIFY PLACEMENT.

1. X---

ACI 318 CH. 20,

25.2, 25.3, 26.6.1-26.6.3

REINFORCING BAR WELDING:2.

VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN

ASTM A 706.

a.Y X---

INSPECT WELDING OF REINFORCEMENT FOR SPECIAL MONENT

FRAMES, BOUNDERY ELEMENTS OF SPECIAL STRUCTURAL WALLS AND

COUPLING BEAMS.

b.Y X

INSPECT WELDED REINFORCEMENT SPLICES.c.Y ---X

AWS D1.4

ACI 318: 26.13.1.4

INSPECT ANCHORS CAST IN CONCRETE.3.

Y

X--- ACI 318:

26.13.3.3 ---

VERIFY USE OF REQUIRED DESIGN MIX.5.Y X---

ACI 318 CH. 19,

26.4.3, 26.4.4 1904.1, 1904.2

Y

PRIOR TO CONCRETE PLACEMENT, FABRICATION SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,

AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

6.

X ---

ASTM C31

ASTM C172

ACI 318: 26.5,

26.12

Y INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES.

7. ---X ACI 318: 26.5 ---

Y VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES.

8. ACI 318:

26.5.3-26.5.5 ---X---

N

INSPECT PRE-STRESSED CONCRETE FOR:9.

INSPECT WELDING OF PRIMARY TENSION

REINFOREMENT IN CORBELS.

d.N ---X --- ---

INSPECT SINGLE-PASS FILLET WELDS,

MAXIMUM 5/16".

e.Y X ---

INSPECT ALL OTHER WELDSf.Y --- X ---

--- AWS D1.4

ACI 318: 26.13.3

AWS D1.4

ACI 318: 26.13.3

AWS D1.4

ACI 318: 26.13.3

ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSIONS LOADS

a.Y X --- ACI 318, 26.13.3.2

INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (B):4.

Y

MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a ACI 318 , 26.13.3

b. X---

N INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.10. ACI 318: 26.9 ---X---

APPLICATION OF PRESTRESSING FORCES.a.N X --- ACI 318: 26.10

GROUTING OF BONDED PRESTRESSING TENDONS ACI 318: 26.10b. X ---

NOTE: ITEMS 11 AND 12 FROM IBC TABLE 1705.3 NOT REQUIRED.

Y VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO STRESSING OF

TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF

SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

13. ACI 318: 26.11.2 ---X---

Y INSPECT FORM-WORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

14. ACI 318:

26.11.1.2(b)

---X---

WHERE APPLICABLE, SEE SECTION 1705.13(A)

SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 26.13 IN ACI 318, OR OTHER QUALIFICATION PROCEDURE. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL

PRIOR TO THE COMMENCEMENT OF THE WORK.

(B)

/ / 26196

Sheet List Table

Sheet Number Sheet Title

E1.0 LEGEND

E1.1 TABLES

E2.0 SCHEDULES

E3.0 POWER ONE-LINE DIAGRAM

E3.1 INST AND CONTROL ONE-LINE DIAGRAM

E3.2 TYPICAL VFD CONTROL DIAGRAM

E3.3 CP-1 TYPICAL DIAGRAMS, SHEET 1

E3.4 CP-1 TYPICAL DIAGRAMS, SHEET 2

E3.5 DIAGRAMS

E4.0 SITE PLAN

E4.1 POWER PLAN

E4.2 INSTRUMENTATION AND CONTROL PLAN

E4.3 LIGHTING PLAN

E4.4 HVAC POWER PLAN

E4.5 SECURITY PLAN

E5.0 MAIN CONTROL PANEL ARRANGEMENT

E5.1 SMALL MOTOR CONTROL PANEL

E6.0 DETAILS, SHEET 1

E6.1 DETAILS, SHEET 2

E6.3 DETAILS, SHEET 3

E7.1 MODEL ENERGY CODE, SHEET 1

E7.2 MODEL ENERGY CODE, SHEET 2

x12 12 x22 22 x12 12 x14 6 x14 6

∅12 x22 22

- SLOTS3 1"

48" 400

X12 12

∅12

X12 12 X8 8

X12 12 ∅8

X12 12 ∅8

M1.1

M3.1

F

FS

S

M

BD

LEGEND OF HVAC/PLUMBING SYMBOLS AND ABBREVIATIONS

RD

RDO

WC-1

PS

C

GPM

SD

DN

LPC

HPC

MPC

LPS

MPS

HPS

V

G

MU

CHWS

(E)name

CHWR

CS

CR

HWR

HWS

GHR

LPG

(NAME)

G(NAME)

HG

RS

S

RL

LB/HR.

A

GPM

UP

RW

RPBP

DN

E

T

S

S

WCO

FCO

VTR

E

MECHANICAL GENERAL NOTES

1. DUCT DIMENSIONS SHOWN REPRESENT INSIDE DUCT DIMENSIONS.

2. ALL EXTERIOR DUCTWORK TO BE CONCENTRIC WITH A MINIMUM OF R-8

INSULATION BETWEEN THE INNER AND OUTER DUCT.

3. ALL INTERIOR RECTANGULAR DUCTWORK TO BE LINED WITH 1/2" LINER

WHERE CODE REQUIRED. DUCT DIMENSIONS ARE TO ACCOUNT FOR

INSULATION.

4. GAS PIPING IS BY THE PLUMBING CONTRACTOR.

5. THE SHEET METAL DUCT WORK SHALL BE GALVANIZED STEEL, PER SMACNA

STANDARDS, AND BE FABRICATED & INSTALLED IN ACCORDANCE WITH THE

LATEST SMACNA DUCT STANDARD EDITION.

6. COORDINATE THE HVAC SYSTEM, DUCT WORK, AND DIFFUSERS/GRILLES

WITH THE OTHER TRADES AND THE REFLECTED CEILING PLAN.

7. THE MECHANICAL CONTRACTOR SHALL PERFORM THE NECESSARY

TESTING, ADJUSTING, AND BALANCING OF THE HVAC EQUIPMENT AND

SYSTEM.

8. PRIOR TO FINAL INSPECTION OR ACCEPTANCE, FULLY INSTRUCT THE

OWNERS DESIGNATED OPERATION & MAINTENANCE PERSONNEL IN

OPERATION, ADJUSTING, AND MAINTAINING THE PRODUCTS, EQUIPMENT,

OR SYSTEMS.

9. THE INSTALLATION OF THE HVAC SYSTEM SHALL COMPLY WITHTHE LATEST

SMACNA, ACCA, UBC, IMC, AND IPS CODES BEING ENFORCED BY THE LOCAL

STATE OR CITY WHERE IN THE STRUCTURE IS BEING BUILT.

10. INSTALL ALL EQUIPMENT WITH PROPER CLEARANCE.

11. SMOKE DAMPERS SHALL BE LISTED UL555S AND BE CONTROLLED BY

AUTOMATIC SMOKE DETECTION.

12. PENETRATION OF A SMOKE BARRIER SHALL BE PROVIDED WITH AN

APPROVED FIRE/SMOKE STOP SYSTEM OF A MINIMUM OF 1 HOUR FIRE

RATED MATERIALS WHICH HAVE BEEN TESTED BY THE AMERICAN SOCIETY

OF TESTING MATERIALS (ASTM) E 814.

13. ENVIRONMENTAL AIR DUCTS THAT PENETRATE A FIRE RATED ASSEMBLY

SHALL BE PROVIDED WITH FIRE DAMPERS WHICH ARE LABELED UL 555 AND

LABELED A FIRE RATING WHICH IS 3/4 OF THE HOUR OF THE FIRE RATED

ASSEMBLY PENETRATED.

14. THE CONTRACTOR SHALL SUBMIT PLANS AND CALCULATIONS FOR SEISMIC

BRACING WHERE REQUIRED BY CODE.

15. ALL DUCTWORK SIZED BY THE EQUAL FRICTION METHOD.

HOSE VALVE

FLOW SWITCH

ROOF DRAIN

WALL CLEAN-OUT

ROOF DRAIN OVERFLOW

FLOOR CLEAN-OUT OR

VENT THRU ROOF

CLEAN-OUT TO GRADE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC RECIRCULATING HOT WATER

SEWER (BELOW GRADE)

VENT (SEWER)

PLUMBING FIXTURE CALLOUT

SEWER (ABOVE GRADE)

FLOW SWITCH

PRESSURE SWITCH

CHECK VALVE

MOTOR OPERATED BUTTERFLY VALVE

GAS COCK

RELIEF VALVE

GATE VALVE

ATC VALVE - 2 WAY

GLOBE VALVE

CALIBRATED BALANCING VALVE

FLOW CONTROL VALVE

ATC VALVE - 3 WAY

SHUT-OFF COCK FOR USE WITH

PRESSURE GAUGE

PRESSURE REDUCING, EXTERNAL PRESSURE VALVE

PRESSURE REDUCING, SELF CONTAINED VALVE

PUMP

45° ELBOW

90° ELBOW

FLOW METER

FLEXIBLE CONNECTION

REDUCER

ECCENTRIC REDUCER

CONCENTRIC REDUCER

B=BUCKET, T=THERMOSTATIC

LEADER INDICATES DOWNWARD SLOPE

PIPE OUT OF PLANE

PIPE INTO PLANE

DUCT SMOKE DETECTOR

THERMOMETER 0-100°F

STEAM TRAP, F&T=FLOAT & THERMOSTATIC

ARROW INDICATES DIRECTION OF FLOW IN PIPE

PIPE BRANCH - OUT OF PLANE

PIPE BRANCH - IN PLANE

PIPE BRANCH - IN TO PLANE

HIGH PRESSURE CONDENSATE

MEDIUM PRESSURE CONDENSATE

LOW PRESSURE CONDENSATE

1-WAY BLOW PATTERN

4-WAY BLOW PATTERN

3-WAY BLOW PATTERN

2-WAY BLOW PATTERN

2-WAY BLOW PATTERN

PUMPED CONDENSATE

CHILLED WATER SUPPLY

EXISTING PIPING

MAKE UP WATER

NATURAL GAS

LOW PRESSURE STEAM

HIGH PRESSURE STEAM

MEDIUM PRESSURE STEAM

VACUUM

SUPPLY AIR DUCT - RISE

SUPPLY AIR DUCT - DROP

RETURN AIR DUCT - RISE

ROUND DUCT - RISE

UNDER FLOOR DUCT

TURNING VANES

ROUND DUCT - DROP

RETURN AIR DUCT - DROP

FRESH AIR LOUVER

RELIEF AIR OR EXHAUST AIR LOUVER

CEILING RETURN REGISTER

SIDEWALL SUPPLY REGISTER

CEILING SUPPLY DIFFUSER

EXISTING PIPING TO BE REMOVED

HEATING HOT WATER RETURN

GLYCOL HEAT RECOVERY PIPING

GLYCOL PIPING SOLUTION

LIQUIFIED PETROLEUM GAS

HEATING HOT WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

PRESSURE GAUGE WITH SHUT-OFF COCK

PRESSURE GAUGE WITH PIGTAIL

FLANGE

DEMOLITION

ALIGNMENT GUIDE

SOLENOID VALVE

EXPANSION JOINT

REFRIGERANT SUCTION

HOT GAS

REFRIGERANT LIQUID

FLEXIBLE DUCT

FLEXIBLE DUCT CONNECTION

INCLINED RISE

R/W=1. ROUND DUCT SIMILAR TO RECTANGULAR

MANUAL VOLUME DAMPER

SMOKE DAMPER W/ ACCESS PANEL

RECTANGULAR TO ROUND DUCT TRANSFORMATION

FIRE DAMPER IN DUCT, W/ ACCESS PANEL REQD.

INCLINED DROP

FLOW METER ORIFICE

AIR VENT-MANUAL

AIR VENT-AUTO

UNION

ATC DAMPER/MOTORIZED DAMPER

ACCESS PANEL

COMBINATION FIRE/SMOKE DAMPER W/

ACCESS PANEL

RECTANGULAR TO RECTANGULAR OR ROUND TO ROUND

DUCT TRANSFORMATION MAXIMUM 15° INCLUDED ANGLE

EXCEPT WHERE SHOWN OTHERWISE.

WITH RESPECT TO AIR FLOW

15° NOMINAL INCLINE WITH

RADIUS TURNS=DEPTH OF

DUCT.

ROUND DUCT WITH NET INSIDE

DIMENSIONS SHOWN IN INCHES.

RECTANGULAR DUCT WITH NET

INSIDE DIMENSIONS SHOWN IN

INCHES.

LINEAR DIFFUSER WITH PLENUM AND FLEXIBLE DUCT

CONNECTION. NO. OF SLOTS ON TOP, ACTIVE LENGTH AND

CFM ON BOTTOM

CEILING RETURN AIR GRILE

W/ SOUND BOOT

CEILING SUPPLY

DIFFUSER WITH FLEXIBLE

DUCT

SIDEWALL EXHAUST

OR RETURN REGISTER

CEILING EXHAUST REGISTER,

(BALANCE TO MATCH SUPPLY IF

RETURN CFM IS NOT SHOWN)

REDUCED PRESSURE BACKFLOW

PREVENTOR W/ DRAIN PAN

BALL VALVE (PIPE SIZES 2" AND SMALLER)

BUTTERFLY VALVE (PIPE SIZES 2-1/2" AND LARGER)

LATERAL STRAINER WITH BLOW-OFF VALVE,

PROVIDE HOSE WHERE DISCHARGE IS NOT

PIPED TO DRAIN

TOP FIGURES

INDICATE NECK SIZE.

BOTTOM FIGURE

INDICATES CFM.

TAP FITTING FOR RECTANGULAR & ROUND DUCT -

VOLUME DAMPER TO BE INCLUDED ON BRANCHES

BALANCE DAMPER

CONNECTION TO EXISTING

DEMOLITION

THERMOSTAT

SENSOR

EMCS SENSOR

REVISION

KEYED NOTE IDENTIFICATION

EQUIPMENT IDENTIFICATION

DETAIL TAG - TOP FIGURE IS DETAIL NO.

ANCHOR

SECTION CUT

NRS GATE VALVE WITH SUPERVISION

EMERGENCY SHUT-DOWN

PLUMBING GENERAL NOTES

1. PIPING FOR THIS PROJECT IS TO BE PLENUM RATED UNLESS EXPLICITLY

STATED OTHERWISE.

2. INSTALL EXPANSION CONTRACTION CONTROL DEVICE EVERY 65 FEET IN

STRAIGHT PIPING LENGTH. COORDINATE WITH MANUFACTURER.

3. SLEEVE PIPING THRU WALLS AND FOUNDATIONS.

4. COORDINATE EXACT ROUTING WITH ALL OTHER TRADES. (PLUMBING

DRAWINGS ARE SCHEMATIC IN NATURE.)

5. ARRANGE PIPING IN PLUMBING CHASES TO ALLOW MAINTENANCE ACCESS.

6. NO PIPING TO BE RUN OVER ELECTRICAL PANELS, VFD'S, OR MCC'S AND A 42"

DEEP ZONE IN FRONT OF PANELS, VFD'S, AND MCC'S IS TO BE PROTECTED.

7. FIXTURE MOUNTING HEIGHTS, DIMENSIONS, AND OTHER REQUIREMENTS ARE

TO BE COORDINATED WITH ARCHITECTURAL AND ADA REQUIREMENTS.

8. LOCATE VENTS A MINIMUM 10' AWAY FROM AIR INTAKES.

9. DOMESTIC WATER LINES ARE TO BE INSTALLED BELOW DUCTWORK.

10. A 24" X 24" ACCESS DOOR IS TO BE INSTALLED BELOW ALL ISOLATION VALVES

& CIRCUIT SETTERS WHERE MOUNTED ABOVE HARD CEILINGS.

11. EXISTING CONDITIONS ARE TO BE VERIFIED PRIOR TO COMMENCING WORK.

12. PLUMBING INSTALLATION AS PER IMC 2021, IFGC 2021, IPC 2021, AND IECC

2021 AS WELL AS ALL LOCAL CODES.

13. ALL FIXTURES ARE TO BE PROPERLY VENTED TO THE ATMOSPHERE.

14. COORDINATE INDIVIDUAL LINE SIZES TO FIXTURES

15. PENETRATION OF A SMOKE BARRIER SHALL BE PROVIDED WITH AN

APPROVED FIRE/SMOKE STOP SYSTEM OF A MINIMUM OF 1 HOUR FIRE RATED

MATERIALS WHICH HAVE BEEN TESTED BY THE AMERICAN SOCIETY OF

TESTING MATERIALS (ASTM) E 814.

14271529-2202

MATTHEW

JAMES

L

IC

E N

S

ED

PROFESS IONAL

EN

G

I N E

E R

STA T E OF UTA H

NIG SREENE APVD.PROJECT ENGINEER DATE

CHECKED

DRAFTED

DESIGNED

R E V I S I O N SNO.

BY

SHEETWELL HOUSE #5

340.11.100JUNE 2026

TG

MJ HVAC

ISSUED FOR BID06/2026

MJ

2026.06.22

H-1

LEGENDS, SYMBOLS & ABBREVIATIONS

SHEET INDEX

SHEET

NUMBER SHEET NAME

H-1 LEGENDS, SYMBOLS & ABBREVIATIONS

H-2 PLAN, DETAILS, AND SCHEDULES

H-3 LOAD CALCS

H-4 COMCHECK

T

EQUIPMENT WEIGHT

250 LBS. OR LESS

CLAMP

HANGER ROD

CROSS BRACING RODS

ALL FOUR SIDES

LOCK NUTS

SECURE TO WALL

ACOUSTICAL LOUVER

OUTSIDE WALL

INSECT SCREEN

CHANNEL FRAMEPROVIDE G.I. BOOT FOR DUCT

CONNECTION AT WALL LINE.

SECURE BOOT TO WALL.

ADJUSTABLE BACKDRAFT (OR MOTORIZED

DAMPERS) SET TO RELIEVE AT 0.03" W.C.

DAMPERS TO BE

SIZED TO COMPLETELY FILL OPENING SEE

SPECIFICATION WHERE SCHEDULED

EUH-1

0 5 10

EUH-2

EF-1

EUH-3

MOU-1

L-1

7 8

14"ø EA 11

MS-5

MS-1

MS-2

MS-3

MS-4

ROUTE TO DRAIN

WITH AIR GAP

1 1/4"ø CD

DN

ROUTE TO DRAIN

1 1/4"ø CD

DN

ROUTE TO DRAIN

WITH AIR GAP

1 1/4"ø CD

DN

1 1/4"ø CD

CHLORINE

ROOM 101

PUMP ROOM

P-1

SEE CIVIL

MS-FUTURE

M

14271529-2202

MATTHEW

JAMES

L

IC

E N

S

ED

PROFESS IONAL

EN

G

I N E

E R

STA T E OF UTA H

NIG SREENE APVD.PROJECT ENGINEER DATE

CHECKED

DRAFTED

DESIGNED

R E V I S I O N SNO.

BY

SHEETWELL HOUSE #5

340.11.100JUNE 2026

TG

MJ HVAC

ISSUED FOR BID06/2026

MJ

2026.06.22

H-2

PLAN, DETAILS, AND SCHEDULES

KEY NOTES

1 VERIFY LOCATION WITH OWNER.

2 INSULATE TEMPERATURE SENSOR. SINGLE THERMOSTAT WITH THREE

STAGE COOLING. STAGE 1 TO ENERGIZE MS-1 AND MS-2; STAGE 2 TO

ENERGIZE MS-3 AND MS-4; STAGE 3 TO ENERGIZE MS-5 AND A

POSSIBLE FUTURE MS-6.

3 INSTALL ON CONCRETE HOUSE KEEPING PAD.

4 COORDINATE CONTROLS LOCATION WITH ELECTRICAL.

5 BUILDING INTAKE LOUVER IS TO BE MOUNTED 7.5 FT ABOVE FINISH

FLOOR.

6 STATIONARY LOUVER WITH MOTORIZED DAMPER. TIED TO EXHAUST

FAN.

7 PROVIDE WITH FACTORY WALL MOUNTING BRACKETS. CONTROL

PANEL CP-1 WILL CONTROL THE ELECTRIC UNIT HEATERS. TYPICAL

FOR ALL ELECTRICAL HEATERS.

8 INSTALL MOTORIZED BACKDRAFT DAMPER TIED TO EXHAUST FAN

OPERATION.

9 EXHAUST FROM BOTTOM OF ROOM.

10 CORROSION RESISTANT PLASTIC IN-LINE FAN.

11 20 GAUGE STAINLESS STEEL DUCT.

12 EXHAUST FAN EF-1 AND LOUVER L-1 TO BE CONTROLLED BY

ELECTRCIAL. SEE ELECTRICAL DRAWINGS FOR MORE DESIGN

INFORMATION.

13 LOCATION OF CONTROL PANEL AND RELAYS TO ENERGIZE THE THREE

STAGES OF COOLING.

14 INSTALL WITH PROPER CLEARANCE.

ELECTRIC UNIT HEATER SCHEDULE

TAG MANUFACTURER MODEL TYPE

NOMINAL HEATING

CAPACITY (BTUH)

WATTS

AIRFLOW

(CFM)

VOLT /

PHASE

MCA MOCP

HEIGHT

(IN)

WIDTH

(IN)

DEPTH

(IN)

NOTES

EUH-1 Q-MARK IUH-548 ELECTRIC 17,000 5,000 270 460 / 3 6 15 18 18 18 1,2. 3. 4

EUH-2 Q-MARK IUH-548 ELECTRIC 17,000 5,000 270 460 / 3 6 15 18 18 18 1,2. 3. 4

EUH-3 Q-MARK IUH-548 ELECTRIC 17,000 5,000 270 460 / 3 6 15 18 18 18 1,2. 3. 4

1. PROVIDE WITH FACTORY WALL MOUNT BRACKET.

2. PROVIDE WITH FINGER PROOF FAN GAURD

3. COORDINATE WITH OWNER.

4. HEATER TO BE CONTROLLED WITH REMOTE MCP

FAN SCHEDULE

TAG TYPE MANUFACTURER MODEL

AIRFLOW

(CFM)

MOTOR

HP

STATIC PRESSURE

(IN-WC)

MCA MOCP

VOLT /

PHASE

HEIGHT

(IN)

WIDTH

(IN)

DEPTH

(IN)

WEIGHT

(LBS)

NOTES

EF-1 INLINE-PLASTIC FANTECH PRIOAIR 10"

DUCT LINE

1230 0.25 0.5 2 15 120 / 1 12" 12" 12" 20 1, 2, 3, 4

1. FAN OPERATION TO BE TIED TO MCP

2. COORDINATE SEQUENCING OF FAN OPERATION WITH ELECTRICAL

3. FAN TO BE CORROSION RESITANT

4. EC-10V SPEED CONTROL TO BE INSIDE THE CONTROL PANEL. SEE ELECTRICAL.

NTS

SEISMIC BRACING FOR LIGHT SUPPENDED EQUIPMENT

COMMISSIONING CHECKLIST

[INITIAL - DATE]

GENERAL

START-UP

SEQUENCE

ITEM

THE DESIGN INTENT, NOTES, DETAILS, AND

CHECKLIST ARE UNDERSTOOD.

ALL START-UP CHECK LISTS ARE COMPLETE

& PREPARED TO SUBMIT TO THE OWNER.

THE SEQUENCE HAS BEEN VERIFIED TO

OPERATE CORRECTLY.

THE FOLLOWING CHECKLIST IS TO BE COMPLETED BY THE

CONTRACTOR & RETURNED TO THE ENGINEER AT JOB COMPLETION

WITH AS-BUILT RED LINES

PUMP ROOM SEQUENCE

COOLING: MAINTAIN 80 DEG. MAX WITH 5 DEGREE DEAD-BAND

HEATING: MAINTAIN SET POINT WITH 5 DEGREE DEAD-BAND

WHEN THE PUMP MOTORS ARE RUNNING:

MS / MOU - ON/AUTO

EUH-1,2 - AUTO

WHEN THE PUMP MOTORS ARE OFF:

MS / MOU - ON/AUTO

EUH-1,2 - AUTO

HEATING: MAINTAIN 55 DEGRRES WITH 5 DEGREE DEAD-BAND

MS / MOU - OFF

EUH-1,2 - ON

CHLORINE ROOM

COOLING - EF.1 - SET POINT OF 80°F - OPEN L-1 DAMPER WHEN

ENGAGED.

HEATING - UNIT HEATER - ENGAGE AT TEMPERATURE SET-

POINT.

AS SHOWN

MITSUBISHI INDOOR UNIT (SPLIT) SCHEDULE

TAG MODEL TYPE AIRFLOW

COOLING

CAPACITY (MBH)

HEATING

CAPACITY (MBH)

MOTOR

HP

REFRIGERANT

TYPE

REFRIGERANT PIPE DIM LIQUID /

GAS PRESSURE (INCH)

MCA MOCP

VOLT /

PHASE

HEIGHT

(IN)

WIDTH

(IN)

DEPTH

(IN)

WEIGHT

(LBS)

NOTES

MS-1 PKFY-M30NKMU-A WALL MOUNTED 710 - 920 30 34 3/32 R-32 3/8 / 5/8 1 15 208 / 1 14 46 12 60 1, 2, 3

MS-2 PKFY-M30NKMU-A WALL MOUNTED 710 - 920 30 34 3/32 R-32 3/8 / 5/8 1 15 208 / 1 14 46 12 60 1, 2, 3

MS-3 PKFY-M30NKMU-A WALL MOUNTED 710 - 920 30 34 3/32 R-32 3/8 / 5/8 1 15 208 / 1 14 46 12 60 1, 2, 3

MS-4 PKFY-M30NKMU-A WALL MOUNTED 710 - 920 30 34 3/32 R-32 3/8 / 5/8 1 15 208 / 1 14 46 12 60 1, 2, 3

MS-5 PKFY-M30NKMU-A WALL MOUNTED 710 - 920 30 34 3/32 R-32 3/8 / 5/8 1 15 208 / 1 14 46 12 60 1, 2, 3

MS-FUTURE PKFY-M30NKMU-A WALL MOUNTED 710 - 920 30 34 3/32 R-32 3/8 / 5/8 1 15 208 / 1 14 46 12 60 1, 2, 3

MITSUBISHI CITY MULTI OUTDOOR UNIT SCHEDULE

TAG MODEL

COOLING

CAPACITY

(MBH)

HEATING

CAPACITY

(MBH)

IEER EER

HEATING

COP

DESIGN

COOLING

OUTDOOR

TEMP DB F

DESIGN

HEATING

OUTDOOR

TEMP WB F

REFRIGERANT

TYPE

REFRIGERANT

PIPE DIM LIQUID /

GAS PRESSURE

(INCH)

SOUND

PRESSURE

(dBA)

INVERTER DRIVEN

COMPRESSOR

TYPE/QUANTITY

VOLT /

PHASE

ELECTRICAL

(MCA/MOCP)

WEIGHT NOTES

MOU-1 PUHY-EM168TXU-A 168 168 28 14.7 4 126 -4 R-32 5/8 / 1-1/8 58 INVERTER SCROLL HERMETIC

COMPRESSOR / 1

460 / 3 24 / 40 600 1, 2, 3

NTS

INTAKE AIR LOUVER

LOUVER SCHEDULE

TAG MANUFACTURER MODEL TYPE

AIRFLOW

(CFM)

STATIC PRESSURE

(IN-WC) WIDTH (IN)

HEIGHT

(IN)

DEPTH

(IN)

NOTES

L-1 GREENHECK EDJ-401 INTAKE 1,300 0.1 32 32 6 1, 2, 3

1. BOTTOM OF UNIT IS TO BE INSTALLED 8'4" FROM FINISH FLOOR.

2. ALL INDOOR UNITS WILL BE CONTROLLED BY SINGLE MITSUBISHI CONTROLLER WITH A SPACE TEMPERATURE SENSOR.

3. PROVIDE HYPERHEAT SYSTEM FOR HIGH HEATING DURING LOW TEMPERATURES.

1. INSTALL ON 12" HOUSEKEEPING PAD

2. INSTALL WITH HAIL GAURDS

3. INSTALL WITH LOW AMBIENT KIT

1. OR EQUAL

2. INSTALL WITH MOTORIZED DAMPER. DAMPER IS TO BE TIED TO EXHAUST. SEE PLANS.

3. INSTALL WITH BIRD & BUG SCREEN

14271529-2202

MATTHEW

JAMES

L

IC

E N

S

ED

PROFESS IONAL

EN

G

I N E

E R

STA T E OF UTA H

NIG SREENE APVD.PROJECT ENGINEER DATE

CHECKED

DRAFTED

DESIGNED

R E V I S I O N SNO.

BY

SHEETWELL HOUSE #5

340.11.100JUNE 2026

TG

MJ HVAC

ISSUED FOR BID06/2026

MJ

2026.06.22

H-3

LOAD CALCS

14271529-2202

MATTHEW

JAMES

L

IC

E N

S

ED

PROFESS IONAL

EN

G

I N E

E R

STA T E OF UTA H

NIG SREENE APVD.PROJECT ENGINEER DATE

CHECKED

DRAFTED

DESIGNED

R E V I S I O N SNO.

BY

SHEETWELL HOUSE #5

340.11.100JUNE 2026

TG

MJ HVAC

ISSUED FOR BID06/2026

MJ

2026.06.22

H-4

COMCHECK