3-26KP03 Herriman HS Greenhouse Drawings.pdf

26KP03

09/15/2025

2025.047.00

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

CONSTRUCTION DOCUMENTS

HATUFOETATS

T C

ETIHCRADES

N E

CI

L

261112-0301

VALERIE

W. NAGASAWA

VICINITY MAP

HERRIMAN

HIGH SCHOOL

GI001

CODE ANALYSIS, SYMBOLS, AND

ABBREVIATIONS

SITE LOCATION

CODE ANALYSIS

ABBREVIATIONS GRAPHIC SYMBOLS MATERIALS/LEGEND

BLOCKING, ROUGH WOOD

METAL (LARGE SCALE)

QUARRY/CERAMIC TILE

GRAVEL

EARTH

CONCRETE MASONRY UNIT

CONCRETE (POURED IN PLACE)

GYPSUM BOARD OR SETTING BEDS

INSULATION (BATT & BLANKET)

INSULATION (RIGID/SEMI-RIGID)

CONTINUOUS ROUGH WOOD

PLYWOOD

FACE BRICK

GRID

GRID

W1

100A

ELEVATION CONTROL POINT

OR DATUM POINT

EXTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

WALL SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

BUILDING SECTION SYMBOL

SECTION REFERENCE/

SHEET WHERE SECTION IS DRAWN

DETAIL SYMBOL

DETAIL NUMBER/

SHEET WHERE DETAIL IS DRAWN

REVISION TAG

GRID LINES

NAME

SHEET #

SHEET

SHEET

SHEET

SHEET

SCALE

VIEW NAME

VIEW TITLE

VIEW NUMBER/

SHEET WHERE VIEW IS LOCATED

VIEW NAME/ VIEW SCALE

INTERIOR ELEVATION SYMBOL

ELEVATION IDENTIFICATION

SHEET WHERE ELEVATION IS DRAWN

SHEET #

ROOM TAG

ROOM NAME

ROOM NUMBER

WINDOW TAG

WINDOW OR STOREFRONT NUMBER

DOOR TAG

DOOR NUMBER

WOOD

COMPACTED FILL

FIREPROOFING

ABV ABOVE

AFF ABOVE FINISH FLOOR

ADJ ADJUSTABLE

ALUM ALUMINUM

ASTM AMERICAN SOCIETY FOR TESTING

MATERIALS

AB ANCHOR BOLT

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR ARCHITECT

AHJ AUTHORITY HAVING JURISDICTION

(BUILDING DEPARTMENT)

BP BASE PLATE

BSMT BASEMENT

BRG BEARING

BTWN BETWEEN

BITUM BITUMINOUS

BLKG BLOCKING

BD BOARD

BO BOTTOM OF

BLDG BUILDING

CLG CEILING

CL CENTER LINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CFOI CONTRACTOR FURNISHED OWNER

INSTALLED

CJ CONTROL JOINT

COORD COORDINATE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DW DISHWASHER

DBL DOUBLE

DN DOWN

DRWR DRAWER

DWGS DRAWINGS

EA EACH

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

(ROOFING)

EXIST EXISTING

EXP EXPANSION

EJ EXPANSION JOINT

EXT EXTERIOR

FT FEET / FOOT

FV FIELD VERIFY

FIN FINISH

FF FINISH FLOOR

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FDN FOUNDATION

GAL GALLON

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS / GLAZING

GLB GLUE LAMINATED BEAM

GND GROUND

GYP BD GYPSUM BOARD

HW HARDWARE

HVAC HEATING / VENTILATION / AIR

CONDITIONING

H HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HYD HYDRANT

IN. INCHES OR INCH

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JNT JOINT

LAV LAVATORY

LT WT LIGHT WEIGHT

MAINT MAINTENANCE

MFR MANUFACTURER

MO MASONRY OPENING

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OC ON CENTER

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

OH DR OVERHEAD DOOR

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

PNT PAINTED OR PAINT

PTN PARTITION

PVMT PAVEMENT

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PL PLATE

PLUM PLUMBING

PVC POLYVINYL CHLORIDE

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

RAD RADIUS

RE REFER / REFERENCE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

REINF REINFORCED

REQ REQUIRED

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRU STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

THRU THROUGH

T.O. TOP OF

TOA TOP OF ASPHALT

TOC TOP OF CURB

TOF TOP OF FOOTING

TOS TOP OF SLAB OR SIDEWALK

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEN VENEER

FV VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

WC WATER CLOSET

WRB WEATHER RESISTIVE BARRIER

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

NOTE:

ABBREVIATIONS FOR FINISHED MATERIALS ARE DESCRIBED IN THE FINISH LEGEND

FOOTNOTES:

ADA Accessibility Guidelines

ICC/ANSI A117.1

National Electrical Code

International Energy Conservation Code

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

Year Year

APPLICABLE CODES

A.

OCCUPANCY & USE

Group U - Utility and Maintenance Change in use - No Mixed occupancy - No Special Use & Occupancy - No

B. Seismic Design Category - D Design Wind Speed -

C. Type of Construction - Type VB

D. Fire Resistance Rating - 0 for all four exterior walls

E. Mixed Occupancies - No / Non-Separated Uses - No

F. Sprinklers Required - No

G. Number of Stories - 1 / Building Height - under 40 ft.

H. Actual Area per Floor - 1,440 sf

I. Tabular Area - 5,500 SF

Total Allowable Area for one story - 5,500 SF Unlimited Area Building - No

J. Fire Resistance Rating Requirements for Building Elements

L. Design Occupant Load - 29 occupants (50 sf/occ) Exit Width Required - 6” / Exit Width Provided - 36”

M.Minimum Number of Required Plumbing Facilities - No occupancy is being added. No plumbing fixtures are required. One utility sink is provided.

CODE ANALYSIS

1. In case of conflict with the U.S. Department of Justice Federal Registers parts through -ADA Guidelines and specific references to the International Building Code accessiblility chapters, the more restrictive requirement shall govern.

2. All codes shall be as adopted by the state of Utah and the local jurisdiciton.

Element Assembly Element HoursListing

Smoke Partitions Fire Partitions

Exterior Bearing Walls Interior Bearing Walls Exterior Non-Bearing Walls

Structural Frame Partitions -Permanent Fire Barriers

Floors -Ceiling Floors Roofs -Ceiling Roofs

Exterior Doors and Windows Shaft Enclosures Fire Walls

Assembly Listing

109 MPH (3 SEC. GUST, SEE STRUCT.

DESIGN CRITERIA ON SHEET S001)

Hours

BUS DROP-OFF LOOP

CONSTRUCTION CREW

MAY USE STALLS IN

THIS LOT FOR PARKING.

COORD. W/ OWNER

S

+07.20

06.03

EXISTING BUILDING

+06.50

FFE: 4907.50

PROPOSED GREENHOUSE

FFE: 4906.50

+06.15

+06.20

+07.10

1.94%

1.95%

+06.40

2.

4%

2.

4%

+06.50

09/15/2025

2025.047.00

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

09/15/2025

NO. 13221976-5301

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BENJAMIN N. RODES

CONSTRUCTION DOCUMENTS

LG101

GRADING PLAN

SCALE: 1" = 10'-0"

LG101

GRADING PLAN

0' 5' 10' 15' 20' 30'

EXISTING BUILDING

PROPOSED GREENHOUSE

OPEN LAWN

EXISTING BIKE

STORAGE

8'-0"

AE100

AE100

EXISTING TREES,

PRESERVE AND PROTECT IN PLACE

EXISTING ROADWAY

& BUS DROP-OFF

LOOP. MAINTAIN

ROADWAY ACCESS

THROUGH DURATION

OF CONSTRUCTION

X-101

X-102

P-101

P-102

P-103

P-101

P-102

X-101

X-103

PATCH & REPLACE

EXISTING VEHICULAR CONC.

TO ORIGINAL CONDITION

AFTER NEW UTILITY

CONNECTIONS MADE.

SEE DWG. P100

RELOCATE EXISTING IRRIGATION

VALVE ASSEMBLY TO

OPEN LAWN AREA

P-103

PATCH AND REPLACE EXISTING

TURF GRASS & PLANTING

AREAS DAMAGED FROM CONSTRUCTION

SEE PLBG. & ELECT. DWGS.

X-104

K-101

K-101

C-101

PROTECT EXISTING CONCRETE

WALK AND SNOW MELT

PIPING FROM DAMAGE

10'-0"

CODE DESCRIPTION DETAIL WIDTH

CURB

CONCRETE LANDSCAPE CURB 4/AS801 6"

CODE DESCRIPTION DETAIL COLOR SIZE FINISH

PAVING

CONCRETE PAVING 1/AS801 NATURAL

GRAY

4" DEPTH LIGHT BROOM

CONTROL JOINT; TYP. 2/AS801

EXPANSION JOINT, TYP. 2/AS801

CODE DESCRIPTION

EXISTING

EXISTING WALK TO REMAIN; PROTECT IN

PLACE

EXISTING FENCE TO REMAIN; PROTECT IN

PLACE

EXISTING UTILITY; PRESERVE AND PROTECT

IN PLACE

EXISTING LIGHT POLE; PRESERVE AND

PROTECT IN PLACE

CODE DESCRIPTION COLOR SIZE

ROCK

ANGULAR ROCK MULCH; CONTRACTOR TO

MATCH EXISTING ROCK MULCH ON SITE AS

SHOWN BELOW

TAN 3"-6"

C-101

K-101

P-101

P-102

P-103

X-101

X-102

X-103

X-104

REFERENCE NOTES SCHEDULE

09/15/2025

2025.047.00

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

09/15/2025

NO. 13221976-5301

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BENJAMIN N. RODES

CONSTRUCTION DOCUMENTS

LS101

SITE PLAN

SCALE: 1" = 10'-0"

LS101

SITE PLAN

HERRIMAN

HIGH SCHOOL

PROJECT LOCATION

0' 5' 10' 15' 20' 30'

KEYPLAN

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

09/15/2025

NO. 13221976-5301

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BENJAMIN N. RODES

CONSTRUCTION DOCUMENTS

LS801

SITE & PLANTING

DETAILS

4" CONCRETE WALK

1/2" = 1'-0"

NOTES:

1. CONTROL JOINTS AT CONSISTENT ON CENTER SPACING OR AS

INDICATED. CROSS SLOPE, 1/4":12" = 2%

2. FOR JOINTS, SEE DETAIL:

COMPACTED SUBGRADE

FINISH GRADE

CONCRETE WALK, REFERENCE MATERIALS

SCHEDULE FOR COLOR AND FINISH

95% COMPACTED AGGREGATED

BASE COURSE

VARIES; REF. PLANS

6" 4"

1"

P-HHG-01

CONC. PAVING JOINT DETAILS

1" = 1'-0"

TOOLED CONCRETE JOINT

SEALANT CONSTRUCTION JOINT

CONCRETE CURB,

WALL, ETC.

CONCRETE PAVING AT VERTICAL PLANE

ENLARGED TYPICAL SEALANT JOINT - NTS

PREMOLDED EXPANSION JOINT

FILLER PER SPECIFICATIONS

TYPICAL 1/4" TOOLED RADIUS EDGE

TYPICAL CONCRETE PAVING

FOAM BACKER ROD

MASTER SEALANT, PER SPECIFICATIONS,

COLOR TO MATCH ADJACENT PAVING. WIDTH

TO DEPTH RATIO OF MASTIC PER

MANUFACTURERS RECOMMENDATIONS

TYPICAL CONCRETE PAVING

SEALANT JOINT, SEE

ENLARGEMENT DETAIL

SEALANT JOINT, SEE

ENLARGEMENT DETAIL

TYPICAL CONCRETE

PAVING

TYPICAL 1/2" TOOLED

RADIUS EDGE

1/

2" D

EE

P

TYPICAL CONCRETE

PAVING

TYPICAL 1/4" TOOLED

RADIUS EDGE

P-HHG-05

LS801

TREE PROTECTION

NTS

6' -0

EXISTING TREE

TREE CANOPY

CONSTRUCTION FENCE STAKED

AT 4'-0" O.C.. LOCATE 2/3

DISTANCE OF CANOPY DRIP LINE

AND IN A COMPLETE CIRCLE

AROUND TREE

TREE PRESERVATION NOTES

1. TREES CALLED OUT FOR PRESERVATION SHALL BE FENCED AT THE DRIPLINE.

FENCING MAY OCCUR AT THE COMBINED DRIPLINES OF TREES TO BE PRESERVED.

2. FENCING SHALL BE 6-FOOT TALL CHAIN LINK FENCING WITH STEEL POSTS IMBEDDED

IN THE GROUND.

3. NO GRADING SHALL OCCUR WITHINTHE DRIPLINES/FENCED AREA OF EXISTING

TREES.

4. NO CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLES MAY BE STORED

WITHIN THE DRIPLINES/FENCING AREAS OF EXISTING TREES.

5. CONSTRUCTION VEHICLES OR MACHINERY MAY NOT PASS BETWEEN TWO OR MORE

EXISTING TREES IDENTIFIED FOR PRESERVATION IF THEIR CANOPIES ARE WITHIN 10

FEET OF TOUCHING.

6. TREE PRESERVATION MEASURES MUST BE IN PLACE BEFORE CONSTRUCTION,

DEMOLITION AND /OR GRADING ACTIVITIES COMMENCE.

7. THE CONTRACTOR IS REQUIRED TO HAVE AN ARBORIST CERTIFIED BY THE

INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) ON SITE, IF SITE CONSTRUCTION

EFFORTS REQUIRE REMOVAL OF EXISTING ROOTS OR BRANCH PRUNING. A CERTIFIED

ARBORIST SHALL BE ON SITE AND MONITOR ALL ROOT PRUNING AND BRANCH

PRUNING OF EXISTING TREES.

8. UNAUTHORIZED TREE REMOVAL IS SUBJECT TO IN-KIND REPLACEMENT EQUAL TO

THE MATURE RESOURCE LOST.

9. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO OTHER

MAINTENANCE NEEDS OF EXISTING TREES AS NEEDED TO MAINTAIN HEALTHY

GROWTH THROUGHOT THE CONSTRUCTION PERIOD. SIX FEET DIAMETER, MINIMUM,

BY SIX-INCH TALL EARTH BERMS SHALL BE CONSTRUCTED AT THE BASE OF EACH

TREE TO FUNCTION AS TEMPORARY WATERING BASINS DURING THE CONSTRUCITON

PERIOD. TREES SHALL BE WATERED ACCORDING TO WEATHER AND TREE

REQUIREMENTS.

FINISHED GRADE

P-HHG-38

LS801

CONC. LANDSCAPE CURB

1 1/2" = 1'-0"

PLANTING, SEE

PLANTING PLANS

VARIES

6" 4"

1/

2"

NOTE: INSTALL CONTROL JOINTS

EVERY 5' AND EXPANSION

JOINTS EVERY 30'.

95% COMPACTED

SUBGRADE

AGGREGATE BASE

CONCRETE

MOW CURB

FINISH GRADE

1/2" TOOLED EDGE

P-HHG-02

SOD INSTALLATION

NTS

1/ 2"

SOD

TIGHT BEVELED JOINTS

PLANT MIX

CURB OR SIDEWALK EDGE

PREPARED SUB-GRADE

P-HHG-49

SHRUB PLANTING

NTS

MULCH

PLANTING

MIX

PREPARED SUB-GRADE

INSTALL SHRUB SO THAT

ROOT FLARE IS AT FINISH

GRADE, DO NOT PLACE

MULCH WITHIN 3" OF

SHRUB TRUNK

FILTER FABRIC

P-HHG-03

PERENNIAL PLANTING

NTS

PREPARED SUB-GRADE

MULCH

PLANTING MIX

INSTALL PERENNIAL SO

THAT ROOT FLARE IS AT

FINISH GRADE, DO NOT

PLACE MULCH WITHIN 3"

OF PLANT

FILTER FABRIC

P-HHG-06

LS801

LS801LS801

LS801

LS801

EXISTING BUILDING

PROPOSED GREENHOUSE

RELOCATE EXISTING IRRIGATION

VALVE ASSEMBLY TO

OPEN LAWN AREA

EXISTING 3" MAINLINE

1.5

1.5

1.5

-1 2"

8.462 1"

CONNECT EXISTING VALVE

TO EXISTING HEADS IN

LAWN AREA. RE-USE

EQUIP. WHERE POSSIBLE

NEW DRIP VALVE

1"

1.5

1.5

RE-ROUTE MAINLINE

AROUND PROPOSED

GREENHOUSE STRUCTURE

SYMBOL MANUFACTURER/MODEL PSI GPM RADIUS DETAIL

RAIN BIRD 5004-PL-PC-SAM-R-NP-SS 1.5 35 1.35 34' 7/LI801

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

RAIN BIRD XCZ-100-PRF

MEDIUM FLOW DRIP CONTROL KIT, 1IN. DV VALVE, 1IN.

PRESSURE REGULATING FILTER, 40PSI PRESSURE

REGULATOR. 5 GPM-20 GPM.

3/LI801

AREA TO RECEIVE DRIPLINE

NETAFIM TLDL-06-12

TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE.

0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED

AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR

PATTERN. SURFACE AND SUB SURFACE INSTALLATIONS. UV

RESISTANT.

1/LI802

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

RAIN BIRD EFB-CP-PRS-D

1IN., 1-1/2IN., 2IN. BRASS REMOTE CONTROL VALVE, THAT IS

CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN.

GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE,

AND PURPLE HANDLE COVER DESIGNATES NON-POTABLE

WATER USE.

2/LI801

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21

PIPE SLEEVE: DUCTILE IRON PIPE- CLASS 350

1.5

VALVE NUMBER

VALVE SIZE

VALVE GPM

VALVE CALLOUT

IRRIGATION SCHEDULE

09/15/2025

2025.047.00

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

09/15/2025

NO. 13221976-5301

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BENJAMIN N. RODES

CONSTRUCTION DOCUMENTS

LI101

IRRIGATION PLAN

SCALE: 1" = 10'-0"

LI101

IRRIGATION PLAN

0' 5' 10' 15' 20' 30'

IRRIGATION NOTES

1. CONTRACTOR SHALL VERIFY STATIC PRESSURE AT POINT OF CONNECTION

AND OPERATING PRESSURE AT EACH HEAD AS INDICATED. PRESSURE BELOW

DESIGN PRESSURE INDICATED ON IRRIGATION PLANS SHALL BE BROUGHT TO

THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY.

2. ALL HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE.

3. ALL MAINLINE CONNECTIONS TO CULINARY WATER SERVICE LINES SHALL

HAVE BACKFLOW PREVENTION AS REQUIRED BY LOCAL MUNICIPALITY CODES

AND ORDINANCES.

4. ALL VALVES SHALL BE LOCATED IN GROUPS WHERE SHOWN ON DRAWINGS.

VALVES SHALL BE LOCATED 2'-6" AWAY FROM ANY FENCE, MOWSTRIP,

WALK, CURB, OR BUILDING.

5. ALL VALVES SHALL BE WIRED USING #14 U.F. WIRE OR MANUFACTURERS

RECOMMENDED 2 WIRE AND PEN-TITE WATER RESISTANT WIRE CONNECTORS.

CONTROL CABLE SHALL FOLLOW THE MAINLINE IN THE SAME TRENCHES.

TAPE AND BUNDLE 2 FEET OF CABLE EVERY 100 FEET, AT EACH TURN IN THE

MAINLINE TRENCH, AND AT EACH VALVE.

6. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF THE IRRIGATION

SPRINKLER SYSTEM SHOWING EXACT MEASURED AND DIMENSIONED

LOCATIONS OF ALL VALVES, WIRE SPLICES NOT IN A VALVE BOX AND DRAIN

VALVES. REFERENCE DIMENSIONS TO PERMANENT STRUCTURES.

7. THE IRRIGATION DESIGN IS SCHEMATIC. ALL PIPING, VALVES, HEADS, ETC.,

SHOWN OUTSIDE OF THE PLANTING AREA IS FOR GRAPHIC CLARITY ONLY

AND SHALL BE INSTALLED WITHIN THE PLANTING AREA. COORDINATE

IRRIGATION, PLANTING AND OTHER SITE OPERATIONS. VERIFY AVAILABLE

WATER PRESSURE AND FLOW AT SUPPLY SOURCE PRIOR TO BEGINNING

WORK. THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL GRADE

DIFFERENCES, LOCATION OF ALL CONSTRUCTED ITEMS, BUILDINGS

DIFFERENCES IN ACTUAL AND DRAWN DIMENSIONS, UNDERGROUND

SERVICES, ETC. PRIOR TO BEGINNING CONSTRUCTION. CALL UTILITY SERVICE,

TO IDENTIFY LOCATIONS OF ALL UNDERGROUND SERVICES.

8. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF IRRIGATION LAYOUT SHOWS

ANY DISCREPANCY BETWEEN DESIGNED IRRIGATION SYSTEM AND ACTUAL

SITE CONDITIONS. LANDSCAPE ARCHITECT WILL MAKE ANY NECESSARY

DECISIONS TO ADJUST DESIGN. NO MAJOR CHANGES OR SUBSTITUTIONS

SHALL BE MADE TO THE IRRIGATION SYSTEM WITHOUT WRITTEN APPROVAL

OF THE LANDSCAPE ARCHITECT.

9. INSTALL SLEEVES AND PIPING IN A PARALLEL OR PERPENDICULAR MANNER,

FOLLOWING THE GENERAL LAYOUT OF THE PAVING DESIGN. THE

CONTRACTOR SHALL ENSURE 100%, HEAD TO HEAD SPRINKLER COVERAGE

FOR ALL LAWN AREAS, AND SHALL ADJUST THE IRRIGATION HEADS TO

ACCOMPLISH SUCH. FLUSH AND ADJUST HEADS TO ENSURE NO OVERTHROW

ONTO WALLS, WALKS, STREETS, OR OTHER HARD SURFACES.

10. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL

LOCAL CODES AND ORDINANCES BY A LICENSED LANDSCAPE CONTRACTOR

AND EXPERIENCED WORKERS. ALL PERMITS SHALL BE OBTAINED AND FEES

PAID BY THE CONTRACTOR.

P-HHG-46LI101

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

09/15/2025

NO. 13221976-5301

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BENJAMIN N. RODES

CONSTRUCTION DOCUMENTS

LI801

IRRIGATION DETAILS

LI801

VALVE ASSEMBLY

NTS

VALVE BOX

REMOTE CONTROL VALVE

MAXIMUM 2 VALVES PER BOX

SCH 80 UNION

GATE VALVE

(1) PER MANIFOLD

SCH 80 UNION

FINISH GRADE

MAINLINE

3/4" MINUS GRAVEL

2" CLEAR

BRICK SUPPORT SET ON 3/4"

MINUS GRAVEL BEDDING

LATERAL LINE

3" 2"

SCH 80

RISER

SET VALVE BOX

FLUSH AT TURF,

2" ABOVE FINISHED

GRADE IN PLANTING

AREAS

P-HHG-19

1" DRIP VALVE/FILTER/REG.

NTS

B

EL

O W

G R

A D

E

2"

ISOLATION VALVE, (1)

PER MANIFOLD

JUMBO PLASTIC

VALVE BOX

SCH. 80

RISER

SxSxT TEE W/

NIPPLE AT

MAINLINE

(2) BRICKS OVER

COMPACTED SUB

GRADE, ONE ON

EACH SIDE OF THE

VALVE BOX

45° DOWN AS REQ.

TO LATERAL LINE

DEPTH

OUTLET PIPE

SAME SIZE AS VALVE,

24" MIN. LENGTH TO

FIRST FITTING

PVC UNION W/

SHORT NIPPLES

RCV DRIP KIT AS

INDICATED

CONTROLLER WIRE WITH 30 INCH

LINEAR LENGTH OF COIL, WITH

PLASTIC I.D. TAG AND WATERPROOF

CONNECTORS

3/4" MINUS GRAVEL

SET VALVE BOX FLUSH

AT TURF, 2" ABOVE

FINISHED GRADE IN

PLANTING AREAS

FINISHED GRADE

P-HHG-07

WIRE BUNDLE JUNCTION BOX

NTS

MAINLINE AS OCCURS

WIRES TO CONTROLLER

SPARE WIRES THAT ARE

TO TERMINATE AT THIS

BOX; COIL 30" LENGTH

AND I.D. TAG.

SET BOX FLUSH TO

GRADE AT LAWN

SET BOX 2" ABOVE

GRADE AT SHRUBS

10"x15"

STANDARD BOX

VALVE BOX LID, HEAD

BRAND "J BOX" ON LID

WITH 2" HIGH LETTERS

LOOP, BUNDLE, AND

LABEL SPARE WIRES

THAT ARE TO

CONTINUE, AS OCCURS

(2) 6"x2"x16" CONCRETE

BLOCK CAPS, ONE ON

EACH SIDE OF BOX

1/2" WIRE CLOTH GOPHER

PROTECTION SCREEN,

WRAP 6" UP SIDES

P-HHG-16

TRENCH SECTION

NTS

1' -0

1' -6

4"

NOTE: ALL PIPE RUNNING UNDER PAVEMENT

SHALL BE IN SLEEVING, SIZE AS REQUIRED.

FINISH GRADE

LATERAL LINE

VALVE WIRE CONDUIT

UNDER PAVEMENT ONLY

MAINLINE

CONTROL WIRES

PLANT MIX IN PLANTING AREA,

OR 8" MINIMUM ROCK FREE

SOIL ON ALL SIDES UNDER

PAVEMENT TYPICAL

P-HHG-17

VALVE BOX TYPICAL LOCATION

NTS

PLANTING AREA OR LAWN

JUMBO IRRIGATION VALVE BOX,

MAXIMUM 2 VALVES PER BOX

1'-0" 1'-0"

2' -6

PAVING OR BUILDING CONCRETE

P-HHG-15

SLEEVING

NTS

PVC INDICATOR

PIPE/ CAP (TYPICAL)

PAVING

18" MIN.

18" MIN.

24" MAX.

PVC CAP (TYPICAL)

PAVING

4"MIN CLEARANCE

SLEEVES

2 - 6"PVC (TYP) FOR MAIN

LINE SLEEVES

2 - 4"PVC (TYP) FOR

SECTION LINE SLEEVES

NOTE: ALL PVC IRRIGATION SLEEVES TO BE SCHEDULE 40 PIPE.

ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.

WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE

SMALLER SLEEVE. MECHANICALLY TAMP TO 95% PROCTOR.

TRENCH, 8" MINIMUM

ROCK FREE SOIL ON

ALL SIDES TYPICAL

24" MIN. TO

FINISH GRADE

4"MIN CLEARANCE

P-HHG-04

POP-UP SPRAY HEAD

NTS

PLANTING AREA,

SEE PLANTING PLAN

FINISHED GRADE

POP-UP SPRAY HEAD

MARLEX STREET ELL

FLEXIBLE POLYETHYLENE

JOINT (24" MAX.)

LATERAL LINE

P-HHG-65

LI801

LI801

LI801

LI801

LI801

LI801

30'-0"

0"

EXISTING WALL &

BIKE STORAGE AREA

EVAPORATIVE PAD WALL

& AIR INTAKE BY GREENHOUSE

MFR.

UTILITY SINK, HOSE BIB

& WATER HEATER,

SEE MECH/PLBG.

DRAWINGS

SL

O

PE

T

O D

R A

IN

SL

O

PE

T O

D R

A

IN

SL

O

PE

T

O D

R A

IN

SL

O

PE

T

O D

R A

IN

T.O. SLAB = 100'-0"

(EL. 4906'-6")

T.O. SLAB = 100'-0"

(EL. 4906'-6")

GREENHOUSE

B

A

ELECTRICAL

PANEL,

SEE ELECT.

DRAWINGS

ENVIRONMENTAL

CONTROLS PANEL

BY GREENHOUSE

MFR.

SLOPE SLAB TO DRAIN

TRENCH DRAIN

SEE MECH./PLBG.

DRAWINGS

STATIONARY METAL

BENCHES, OFOI

STEEL STRUCTURE

BY GREENHOUSE

MANUFACTURER

POLYCARBONATE

WALL & ROOF

ENCLOSURE BY

GREENHOUSE MFR.

ARCHITECTURAL CONC.

STEM WALL TO 3'-0"

A.F.F., SEE STRUCT.

DRAWINGS

TRENCH DRAIN

SEE MECH./PLBG.

DRAWINGS

FREESTANDING

METAL SUPPLY

SHELVING, OFOI.

ANY EQUP. BY

GREENHOUSE MFR.

IN VICINITY OF

SHELVING TO BE

MOUNTED HIGH TO

AVOID CONFLICT

LOCATE EXHAUST

FANS (PROVIDED BY

GREENHOUSE MFR.) TO

MAINTAIN AT LEAST

66" OF CLEAR WALL

SPACE IN CORNERS FOR

TALL STORAGE SHELVING

09/15/2025

2025.047.00

HERRIMAN HIGH

SCHOOL

GREENHOUSE

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

11917 Mustang Trail Way, Herriman, UT 84096

GSBS

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600 801.521.7913

P F www.gsbsarchitects.com

REV

CONSTRUCTION DOCUMENTS

HATUFOETATS

T C

ETIHCRADES

N E

CI

L

261112-0301

VALERIE

W. NAGASAWA

AE100

FLOOR PLAN

GENERAL NOTES

1. PROVIDE ARCHITECTURAL CONCRETE

FINISH AT EXTERIOR FACE OF

FOUNDATION/STEM WALL. VERTICAL

JOINTS TO ALIGN WITH GREENHOUSE WALL

PANEL JOINTS, COORDINATED THROUGH

SHOP DRAWING PROCESS.

2.DOOR 100B IS A PAIR OF 3'-0" BY 7'-0"

ALUM. FRAMED GLASS STOREFRONT DOORS

BY GREENHOUSE MFR.

3. DOOR 100A IS A SINGLE 3'-0" BY 7'-0"

STANDARD DOOR BY GREENHOUSE MFR.

4. SEE STRUCTURAL DRAWINGS FOR

FOUNDATION SYSTEM.

5. SEE PLUMBING DRAWINGS FOR PLUMBING

FIXTURES.

6. SEE ELECTRICAL DRAWINGS FOR

LIGHTING FIXTURES.

7. OFOI INDICATES OWNER

FURNISHED/OWNER INSTALLED.

AE100

AE100

GREENHOUSE FLOOR PLAN

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

PLAN DETAIL AT EXIST. BUILDING

1/2" = 1'-0"

EXISTING EXTERIOR

WALL OF SCHOOL

PATCH, REPAIR &

PAINT TO MATCH

EXIST.

STAY 12" CLR. FROM

EDGE OF SPOT

FOOTING TO AVOID

UNDERMINING

SAWCUT EXIST. CONC.

SLAB TO ROUTE NEW PIPE

& CONDUIT UNDERGROUND

TO GREENHOUSE. PATCH &

REPAIR SLAB & FINISH

FLOORING TO MATCH EXIST.

PATCH TO MATCH

EXIST.

CUT EXIST. TACKBOARD

TO FIT NEW WALL SPACE

OR PROVIDE NEW TO

MATCH EXIST.

T

EXISTING STRUCTURAL

COL. W/ 3'-0" SQ.

SPOT FTG. BELOW PER

OWNER'S AS-BUILTS

SEE STRUCT. DTL.

A2/S501

NEW METAL STUD

FRAMING & GYP. BD.

TO CREATE CHASE

FOR NEW WATER

SUPPLY PIPE AND

ELECT. CONDUIT. SEE

PLBG. AND ELECT.

DRAWINGS. EXTEND

FRAMING & GYP. BD. TO

6" ABOVE SUSPENDED

CLG. MODIFY EXIST.

CEILING GRID AROUND

NEW CHASE.

1' -8

C

O N

T.

SP

R

EA

D F

TG

PE

R

O W

N

ER

'S A

S- B

U

IL

T D

W G

S.

P-HHG-67

NOTES

1. * CONTEXT INDICATES WHICH ABBREVIATION TERM IS IMPLIED. CONTACT ENGINEER IF

MEANING IS NOT OBVIOUS.

2. NOT ALL ABBREVIATIONS ARE USED.

3. MANY ABBREVIATIONS MAY BE MADE PLURAL BY ADDING AN S SUFFIX.

4. FOR ABBREVIATIONS NOT LISTED, REFER TO US NATIONAL CAD STANDARD, VERSION

3.1, TERMS AND ABBREVIATIONS SECTION, OR CONTACT ENGINEER.

1717_01

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.791

P

F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

www.calderrichards.com

09/15/2025

2025.047.00

STRUCTURAL GENERAL

NOTES

JORDAN SCHOOL

DISTRICT

HERRIMAN HIGH

SCHOOL

GREENHOUSE

11917 Mustang Trail Way, Herriman, UT 84096

CONSTRUCTION DOCUMENTS

S001

NO SCALEA5

TERMS & ABBREVIATIONS

STRUCTURAL DESIGN CRITERIA

Risk Category: III Roof:

Dead Load: DL = 5 PSF Self-Weight +10 PSF Collateral Ground Snow Load: Pg = 40 PSF Flat Roof Snow Load: Pf = 31 PSF Snow Exposure Factor: Ce = 1.0 Snow Importance Factor: I = 1.1 Thermal Factor: Ct = 1.2 Rain Intensity: i = 1.01 In/hr

Wind:

Basic Wind Speed: V = 109 MPH (3 Sec Gust) Wind Exposure: "C" Internal Pressure Coeff: GCpi = 0.18(±) Component and Cladding Pressure: P = See Table Below

Seismic:

Procedure: Equivalent Lateral Force Site Class: D - Default D Importance Factor: I = 1.25 Seismic Design Category: D Spectral Response Accelerations: Ss = 0.980

S1 = 0.352 Spectral Response Coeff: SDS = 0.784

SD1 = NA

Basic Seismic-Force-Resisting System:

Pre-Engineered Greenhouse Structure Soils:

Net Allowable Soil Pressure = 1500 PSF Assumed

GENERAL

1. All details, sections, and notes shown on the drawings are intended to be typical and shall apply to similar situations elsewhere unless noted or shown otherwise. Notes and details on drawings shall take precedence over these General Notes. General Notes shall take precedence over the Specifications.

2. Refer to the Specifications for information not covered by these General Notes or the Structural Drawings.

3. See the Architectural Drawings for dimensions, doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, etc.

4. All design, construction, and inspection shall be in conformance with the 2021 International Building Code (IBC) including all referenced standards therein.

5. The Contractor shall verify all dimensions and conditions at the site.

6. All omissions or conflicts between the various elements of the working drawings and/or Specifications shall be brought to the attention of the Architect and/or Structural Engineer before proceeding with any work involved.

7. The Structural Drawings shall be used in conjunction with the entire set of Construction Drawings. This means that detailing and shop drawing production for structural elements will require information that is contained on the Architectural and/or other consultants' drawings. The Structural Drawings may not show all dimensions, slopes, elevations, depressions, mechanical housekeeping pads, etc. The Contractor shall verify all dimensions that are shown on the Structural Drawings with the Architectural and/or other consultants' drawings. Any discrepancies shall be brought to the attention of the Architect and/or Structural Engineer before proceeding with any work involved.

8. Drawings indicate the finished product. They do not indicate a method of construction. Contractor shall take all precautions necessary to protect the structure during construction. Such precautions shall include, but not be limited to, bracing, shoring for construction equipment, etc.

9. The Contractor shall be responsible for compensating the Owner for any changes made as a result of a deviation from the Contract Documents, deviation from the Specifications, faulty materials, or faulty workmanship.

10. Options are for the Contractor's convenience. The Contractor shall be responsible for coordinating all required design changes. Cost associated with any design work initiated by the option shall be borne by the Contractor.

11. Contractor shall be responsible for safety and protection within and adjacent to the job site.

12. Temporary shoring and bracing shall be provided wherever necessary to support all loads to which the structure may be subjected including wind and soil loads. Such bracing shall be left in place as long as may be required for safety or until all structural elements are complete.

13. During and after construction the Contractor and/or Owner shall keep loads on the structure within the limits of the design loads.

14. Observation visits to the job site by field representatives of Calder Richards Consulting Engineers shall neither be construed as inspection nor approval of construction.

15. Sizes, locations, and anchorages of equipment shall be verified in the field with equipment manufacturers (suppliers) prior to placing concrete or fabricating steel.

16. Thermal or moisture protection, furnishings, doors, windows, equipment, mechanical, electrical, finishes, siding, paneling, and veneers are not part of the responsibility of the Structural Engineer.

STRUCTURAL DEFERRED SUBMITTALS

Contractor shall submit Drawings and Calculations for the following items bearing the seal of a Professional Engineer Licensed in the State of the project to Architect/Engineer before submitting to jurisdiction for review and permitting.

Items:

1. Pre-Engineered Greenhouse and Anchorage

STRUCTURAL OBSERVATION

Calder Richards Consulting Engineers shall be notified by the Contractor 5 business days before the completion of the items listed in this section so that Structural Observation may be scheduled and performed in accordance with IBC Section 1704.6. The observations will be performed at the discretion of Calder Richards Consulting Engineers.

1. After forms, reinforcement, anchor bolts, and embeds in place for footings (before pouring).

2. After forms, reinforcement, anchor bolts, and embeds in place for foundation walls (before pouring).

FOOTINGS

1. All footings shall bear on original undisturbed earth or on engineered fill down to undisturbed earth compacted to 95% of maximum relative density based on ASTM D1557. Such fill shall be placed in layers not to exceed 6" in depth after compaction and shall extend down to in-situ granular soils. Unless noted otherwise, follow all recommendations in the soils report.

2. Footing elevations shown on plan are top of footings and are minimum depth.

Different or unusual conditions shall be reported to the Architect and/or Engineer before proceeding.

3. Exterior wall footings shall bear at a minimum depth of 2'-6" below finished exterior grade to achieve frost depth requirements.

4. NO footings shall be placed in water or on frozen ground.

5. Any soil condition encountered during excavation that is contrary to the conditions used for design of footings as outlined in the referenced Soils Report or on the drawings shall be brought to the attention of the Architect before proceeding.

6. DO NOT back fill behind foundation walls until top and bottom decks have been completed and attained their design strengths.

7. Back fill both sides of foundation walls at same time to prevent overturning.

8. Wall footings, where not shown otherwise, shall be 12" thick with an 8" spread each side of wall and provided with (1) #5 x continuous at bottom for each 8" of footing width.

9. Where a pipe passes through an interior or exterior foundation wall, step the footing down to pass below pipe and then step back up to indicated elevation.

Provide pipe sleeve through foundation wall.

10. All footing excavations shall be examined by a Geotechnical Engineer for verification of adequate bearing conditions before placing concrete.

REINFORCING STEEL

1. All reinforcement shall be detailed and placed in accordance with ACI Detailing

Manual 315R (Current Version) and ACI Standard 318 (Current Version).

2. Reinforcing steel shall be ASTM A615 Grade 60.

3. Welded wire fabric shall conform to ASTM A185. Lap one mesh tie.

4. All reinforcement shall be securely tied and held in place.

5. Provide accessories recommended by the CRSI necessary to properly support reinforcing at positions shown on plans.

6. Reinforcing bars that are to be welded, including Deformed Bar Anchors (DBA) shall comply with ASTM A706 or another weldable grade and shall be welded in accordance with the AWS recommendations.

7. All continuous reinforcement shall terminate with a 90 degree turn or a separate corner bar. All splices shall have a minimum lap or embedment per Reinforcing Schedule.

8. Where the length of a bar is given and it is to be hooked, the hook shall be in addition to the length given, unless shown otherwise.

9. Cover to main reinforcement from adjacent surfaces shall be as follows unless shown otherwise:

A. Cast against and permanently in contact with ground ...................................................................... 3" B. Exposed to weather or in contact with ground

(#6 and larger) ..................................................................2" C. Exposed to weather or in contact with ground

(#5 and smaller) ......................................................... 1-1/2" D. Not exposed to weather or in contact with ground

(slabs, joists, and walls #11 and smaller) ..................... 3/4" E. Not exposed to weather or in contact with ground

(beams, columns, pedestals and tension ties)............ 1-1/2" F. In all cases minimum cover shall not be less than the diameter of adjacent bars.

10. Prior to fabrication and placement, Shop Drawings for all reinforcing steel shall be reviewed by the Structural Engineer.

CONCRETE

1. Concrete shall attain the following minimum compressive strengths at 28 days:

Footings .................................................... 4000 PSI Foundation Walls ...................................... 4000 PSI Interior Slabs on Grade ............................ 3000 PSI

2. The various concrete items are assigned to the following Exposure Categories and Classes per Section 19.3 of ACI 318 (Current Version):

Footings ........................................... F1, S0, W0, C1 Foundation Walls ............................. F1, S0, W0, C1 Interior Slabs on Grade .................... F0, S0, W0, C1

See Table 19.3.1.1 of ACI 318 (Current Version) for explanations of Categories and Classes listed above.

3. A Statement of Mix Design for all concrete shall be submitted to and reviewed by the Structural Engineer prior to commencing work. All mix designs shall incorporate requirements and restrictions found in Section 19.3 & Tables 19.3.1.1, 19.3.2.1, and 19.3.3.1 of ACI 318 (Current Version). If two or more requirements are in conflict, the more restrictive requirement shall be followed.

4. All concrete work shall be placed, cured, stripped, and protected as directed by the specifications and ACI Standards and Practices.

5. Before concrete is poured, check with all trades to ensure proper placement of all openings, sleeves, curbs, conduits, bolts, inserts, etc, relative to work.

NO aluminum conduit nor product containing aluminum nor any other material injurious to concrete shall be embedded in concrete.

6. Continuous top and bottom bars in walls over openings shall be spliced as follows:

A. Top bars - At mid-span B. Bottom bars - Over support

7. Where openings larger than 16" in any direction occur in walls or slabs, provide same size additional, full length reinforcing at each side of opening equal to 1/2 the number of bars interrupted by the opening. Space additional bars at 4 x bar diameter.

8. Construction Joints and Control Joints:

A. Refer to drawings for typical construction joint details.

B. Provide a continuous tool-roughened surface at top of all walls and footings, unless noted otherwise.

C. All horizontal and vertical construction joints shall have a continuous

2"x4" keyway along the joint, unless noted otherwise, see details.

D. Provide reinforcing dowels to match the member reinforcing at the joint, unless noted otherwise.

E. Slabs and beams shall not have joints in horizontal plane.

F. Construction joints for slabs on steel deck shall not exceed a distance of 80'-0" in any direction.

G. Control joints shall be complete within 12 hours of concrete placement.

9. All slabs on grade shall be placed in alternate panels with a maximum width of 90 times the slab thickness in any direction. Construction joints shall not exceed 125'-0" OC in any direction; refer to typical details on drawings.

Unless otherwise noted, slabs on grade shall be 4" thick and shall be reinforced with 6x6-W1.4xW1.4 welded wire fabric, centered in slab.

10. Provide a #3 nosing bar in all stair treads.

11. Forms, screeds, and beams supporting suspended concrete shall be cambered 1/4 inch per 10 feet of span to compensate for Dead Load deflections.

12. Where exterior slabs on grade abut walls or columns, provide 3/8" pre-formed expansion joint with sealant.

13. Where interior masonry walls do not bear on a footing provide a typical thickened slab (12" thick x 16" wide) under wall. Reinforce with (2) #4 x continuous. Dowel wall reinforcing to slab.

14. Admixtures:

A. Air-entraining admixtures (when used), shall comply with ASTM C260.

B. Calcium chloride shall not be added to concrete mix.

COMPONENTS & CLADDING WIND PRESSURE (PSF)

ULTIMATE DESIGN LOADS

Tributary Area

Typical Conditions Corner Conditions

Positive Pressure

Negative Pressure

Positive Pressure

Negative Pressure

10 SF +23 PSF -25 PSF +23 PSF -31 PSF

50 SF +21 PSF -23 PSF +21 PSF -27 PSF

100 SF +20 PSF -22 PSF +20 PSF -24 PSF

500 SF +18 PSF -20 PSF +18 PSF -20 PSF

DRILL & EPOXY ANCHORS

1. Use HILTI HIT-HY 200 adhesive system or approved equivalent for concrete and solid grouted masonry connections.

2. Use HILTI HIT-HY 270 adhesive system or approved equivalent for all hollow unit CMU connections and unreinforced masonry walls, including multi-wythe walls.

3. Anchor rods shall be ASTM F1554 Grade 36 (unless noted otherwise in drawings) with diameter indicated, threaded and galvanized.

4. Provide screen tubes for ungrouted masonry units or unreinforced masonry walls.

5. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings.

6. Substitution requests for alternate products must be approved in writing by the Structural Engineer prior to use. The contractor shall provide calculations demonstrating the substituted product is capable of achieving the performance values of the specified product.

Substitutions will be evaluated by the product having an ICC-ES report showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions.

7. The contractor shall arrange for an anchor manufacturer's representative to provide onsite installation training for all of their anchoring products specified. The contractor shall provide the engineer with documentation showing their personnel have received training prior to commencement of work.

8. Ten percent of all anchors placed shall be randomly tested to 100% of manufacturer's specified allowable load. If any anchor fails it shall be replaced and retested at no additional cost to the owner. If an anchor fails, 100% of all other anchors installed by that same crew shall be tested at no additional cost to the owner.

SPECIAL INSPECTION - CONCRETE CONSTRUCTION

(IBC 1705.3)

Item C/P ◄(A)

INSPECTION OF CONCRETE CONSTRUCTION (IBC 1705.3, TABLE 1705.3)

1. Inspect reinforcement, including prestressing tendons, and verify placement P

2. Reinforcing bar welding:

- A. Verify weldability of reinforcing bars other than ASTM A706; P

- B. Inspect single-pass fillet welds, maximum 5/16"; and P

- C. Inspect all other welds C

3. Inspect anchors cast in concrete P

4. Inspect anchors post-installed in hardened concrete members ◄(B)

- A. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

C

- B. Mechanical anchors and adhesive anchors not defined in 4.A P

5. Verify use of required design mix P

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete

C

7. Inspect concrete and shotcrete placement for proper application techniques C

8. Verify maintenance of specified curing temperature and techniques P

9. Inspect prestressed concrete for:

- A. Application of prestressing forces; and C

- B. Grouting of bonded prestressing tendons C

10. Inspect erection of precast concrete members P

11. For precast concrete diaphragm connections or reinforcement at joints classified as moderate or high deformability elements (MDE or HDE) in structure assigned to Seismic Design Category C, D, E, or F, inspect such connections and reinforcement in the field for:

- A. Installation of the embedded parts C

- B. Completion of the continuity of reinforcement across joists C

- C. Completion of connections in the field C

12. Inspect installation tolerances of precast concrete diaphragm connections for compliance with ACI 550.5

P

13. 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

P

14. Inspect formwork for shape, location and dimensions of the concrete member being formed

P

TABLE NOTES:

►(A) Continuous or periodic (C/P) refers to the frequency of inspection, which may be continuous during the task listed or periodically during the listed task, as defined in the table.

►(B) Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work.

TERMS AND ABBREVIATIONS

ABBRV TERM

(#) Numerical quantities when enclosed in parentheses

A/E Architect / Engineer

AB Anchor Bolt

ABV Above

ADDM Addendum

AFF Above Finished Floor

ALUM Aluminum

APPROX Approximately

ARCH Architect (Architectural)*

ASTM American Society for Testing and Materials

B PL Base Plate

B/B Back to Back bf Beam Flange Width

BLKG Blocking

BLW Below

BM Beam

BOS Bottom of Steel

BOT Bottom

BRG Bearing

BTWN Between

C TO C Center to Center

CD Contract Documents

CIP Cast-In-Place

CJ Construction Joint (Control Joint)*

CL Centerline

CMU Concrete Masonry Unit

COL Column

CONC Concrete

CONN Connection

CONT Continuous (Continue)*

CONTR Contractor

COORD Coordinate

CTR Center

D Depth d Pennyweight Nail

DB Deck Bearing

DBA Deformed Bar Anchor

DBL Double

DFS Douglas Fir - South

DIA Diameter

DIAG Diagonal

DIM Dimension

DL Dead Load

DTL Detail

DWG Drawing

(E) Existing

E Modulus of Elasticity

EA Each

EJ Expansion Joint

EL Elevation

ELEV Elevator

ENGR Engineer

EQ Equal

EQL SP Equally Spaced (Equal Spaces)*

EQUIP Equipment

EQUIV Equivalent

EST Estimate

ETC And so forth

EW Each Way

EXCL Exclude

EXP Expansion

EXT Exterior

(F) Future

FDTN Foundation

FFE Finished Floor Elevation

FIN Finish (Finished)*

FLR Floor

FRMG Framing

FSE Finished Slab Elevation

FTG Footing

FV Field Verify

GA Gage / Gauge

GALV Galvanized

GLB Glued Laminated Wood Beam

HGR Hanger

HORIZ Horizontal (Horizontally)*

HSA Headed Stud Anchor

HSS Hollow Structural Section

I Moment of Inertia

ID Inside Diameter

INT Interior

TERMS AND ABBREVIATIONS

ABBRV TERM

JST Joist

KIP (K) Thousand Pounds

KIP FT Thousand Foot/Pounds

KLF KIPs per Lineal Foot

LB Pound

LHS Left Hand Shoe

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LONG Longitudinal

LSH Long Slotted Hole(s)

LSL Laminated Strand Lumber

LTWT Lightweight

LVL Laminated Veneer Lumber

MAX Maximum

MECH Mechanical

MFR Manufacturer

MIN Minimum

MISC Miscellaneous

N/A Not Applicable

NTS Not to Scale

OC On Center

OD Outside Diameter

OPNG Opening

OPP Opposite

OPT Optional

OSB Oriented Strand Board

P/T Pressure Treated

PERP Perpendicular

PLF Pounds per Lineal Foot

PSL Parallel Strand Lumber

PT Post Tensioned

QA Quality Assurance

QC Quality Control

(RE) Remove Existing

REINF Reinforce (Reinforced, Reinforcing)*

REQD Required

RFI Request for Information

RS Rough Sawn

RTU Roof Top Unit

SCHED Schedule

SECT Section

SF Square Foot (Feet)*

SGL Single

SHTHG Sheathing

SIM Similar

SL Snow Load

SOG Slab on Grade

SPCL Special

SPEC Specification

SQ Square

SSH Short Slotted Hole(s)

STD Standard

STIF Stiffener

STRUCT Structure (Structural)*

SYMM Symmetrical

T&B Top & Bottom

T&G Tongue and Groove

THRU Through

TO FDTN Top of Foundation

TOB Top of Beam

TOC Top of Concrete

TOF Top of Footing

TOJ Top of Joist

TOM Top of Masonry

TOP Top of Parapet

TOS Top of Steel

TOW Top of Wall

TWS Threaded Welded Stud

TYP Typical

UNO Unless Noted Otherwise

VERT Vertical (Vertically)*

W/ With

W/O Without

WL Wind Load

WLD Weld (Welded)*

WP Work Point

WWF Welded Wire Fabric

XS Extra Strong

XXS Double Extra Strong

SHOP DRAWING SUBMITTALS

1. Contractor shall review and verify all Shop Drawings to ensure they comply with the requirements of the Contract Documents. Engineer will review the Shop Drawings for general conformance with the design concept. This review by the Engineer shall not be construed as approval. The Contractor shall verify all shop drawing dimensions with Structural and Architectural plans and details.

2. Provide Shop Drawings to the Engineer for review for the following, but not limited to:

A. Concrete Foundation Reinforcement B. Concrete Mix Design C. Pre-Engineered Greenhouse

3. Refer to the Architectural Drawings for Shop Drawing submittals required for non-structural elements.

A5

S501

A5

S501

A5

S501

A4

S501

________________A5

S501

F C

5.

F C

5.

FC5.0

FC5.0

TRENCH DRAIN,

SEE ARCH & MECH

C W

-1

C W

-1

CW-1

CW-1

TRENCH DRAIN,

SEE ARCH & MECH

A4

S501

B5

S501

B5

S501

VARIES, SEE ARCH

DWGS FOR SLOPE

CONCRETE SLAB ON

GRADE, [SG#], SEE

SCHEDULE

FTG/FDTN PLAN LEGEND

CONCRETE FOOTING

& FDTN WALL, SEE

SCHEDULE

CONCRETE WALL

TYPE, [CW-#], SEE

SCHEDULE

CHANGE IN ELEVATION

OR STEP IN SLAB, SEE

ARCH DWGS FOR

EXACT LOCATION

RECESS IN CONCRETE

FDTN WALL

FCx.xS S FOOTING STEP, LOCATIONS SHOWN

SCHEMATICALLY ONLY,

SEE DETAIL

CONTINUOUS

FOOTING, SPOT

FOOTING,

RECTANGULAR

FOOTING TYPES

RESPECTIVELY,

SEE SCHEDULE

FCx.x, FSx.x, FRx.x/y.y

TOP OF CONCRETE

SLAB ELEVATION

xxx'-xx"

TOP OF WALL

ELEVATION

TW xxx'-xx"

TF xx'-xx"

TOP OF FTG

ELEVATION

B4/S502

A3/S502 B4/S502

C4/S502

CW-#

SG#

C2/S502

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.791

P

F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

www.calderrichards.com

2025.047.00

FOOTING & FOUNDATION

PLAN

JORDAN SCHOOL

DISTRICT

HERRIMAN HIGH

SCHOOL

GREENHOUSE

11917 Mustang Trail Way, Herriman, UT 84096

CONSTRUCTION DOCUMENTS

S101

1/4" = 1'-0"

Footing & Foundation Plan

PLAN NOTES - FOOTING & FDTN

# NUMBERED NOTES BELOW ARE KEYED ON

PLAN.

* SEE ARCHITECTURAL DRAWINGS FOR ALL

DIMENSIONS, TYPICAL.

** NOT ALL NOTES MAY APPLY TO AREA

SHOWN ON SHEET.

A SEE STRUCTURAL NOTES ON SHEET S001

FOR ADDITIONAL INFORMATION.

B TOP OF CONCRETE SLAB

ELEVATION = 100'-0",

UNLESS NOTED THUS:

SLOPE UNIFORMLY

TO FLOOR DRAINS.

C PLACE CONTROL JOINTS AND

CONSTRUCTION JOINTS IN SLAB PER

STRUCTURAL NOTES AND DETAIL B2/S502.

D CENTER FOOTINGS ON WALLS AND

COLUMNS UNLESS DIMENSIONED

OTHERWISE ON PLANS.

xxx'-x"

PLAN NOTES - FOOTING & FDTN

E SEE STRUCTURAL NOTES ON SHEET S001

FOR MINIMUM FROST COVER FOR ALL

EXTERIOR FOOTINGS. FOOTING

ELEVATIONS SHOWN ARE BASED ON A

UNIFORM GRADE 6" BELOW SLAB PLUS

FROST COVER. COORDINATE ELEVATIONS

SHOWN WITH CIVIL AND SITE PLANS FOR

ANY ADDITIONAL DEPTH THAT MAY BE

REQUIRED TO MAINTAIN MINIMUM FROST

COVER OVER FOOTINGS. STEP FOOTINGS

PER DETAIL A3/S502 WHERE REQUIRED.

F SEE DETAILS A2/S502 FOR TYPICAL

CONCRETE REINFORCEMENT AT CORNERS

AND INTERSECTIONS.

G DO NOT PLACE BACKFILL AGAINST

FOUNDATION WALLS UNTIL BRACING

FLOOR IS IN PLACE OR ADEQUATE

SHORING IS INSTALLED.

H SEE ARCHITECTURAL / SITE DRAWINGS

FOR INFORMATION AND LOCATION OF SITE

WALLS, STEPS, PLANTERS, RAMPS, ETC.

J WHERE PLUMBING LINES OR ELECTRICAL

CONDUIT INTERSECT FOOTINGS, SEE

DETAIL A2/S501.

1 EXISTING STORM DRAIN LINE. SEE DETAIL

A2/S501 FOR REQUIREMENTS AT FOOTING

INTERSECTION.

WALL BEYOND, SEE PLAN

FTG, SEE PLAN &

SCHED B4/S502

FOR SIZE & REINF

C L

R 3"

EXT CONC SLAB ON GRADE

OR ASPHALT, SEE CIVIL DWGS

(2) CONT HORIZ BARS,

TOP & BOT OF FDTN WALL

#4 x DOWELS

@ 16" OC

2' - 0"

1'

6"

F R

O S

T C

O V

E R

S E

E S

T R

U C

T N

O T

E S

#4 x 4' - 0" @ 16" OC

AT OPENING

FINISH GRADE

3136_03

B4/S502

CONC FDTN WALL, SEE PLAN &

SCHED FOR SIZE & REINFC4/S502

PROVIDE STD HOOK AT ALL

VERT REINF EXTENDING

INTO FTG (ALT HOOK DIR)

TYP

2" CLR

C2/S502

CONC SLAB ON GRADE,

SEE PLAN & SCHED

8"

C L

R 3"

(2) CONT HORIZ BARS,

TOP & BOT OF FDTN WALL

F R

O S

T C

O V

E R

S E

E S

T R

U C

T N

O T

E S

4'

M A

X

3162_04

C2/S502

CONC SLAB ON

GRADE, SEE

PLAN & SCHED

GREENHOUSE STRUCTURE &

ANCHORAGE BY OTHERS

FTG, SEE PLAN &

SCHED B4/S502

FOR SIZE & REINF

B4/S502

CONC FDTN WALL, SEE PLAN &

SCHED FOR SIZE & REINFC4/S502

PROVIDE STD HOOK AT ALL

VERT REINF EXTENDING

INTO FTG (ALT HOOK DIR)

TYP

2" CLR

WATERLINE OR ELECTRICAL

CONDUIT, SEE PLUMBING OR

ELECTRICAL PLANS. SEE DETAIL

A2/S501 FOR PASSAGE BELOW

FOOTING. PIPES AND CONDUITS

MAY BE SLEEVED UP THROUGH

FOOTING AS SHOWN. MAINTAIN 3"

MIN BETWEEN SLEEVES.

A2/S501

LEAN CONCRETE. FILL

BELOW FTG AT PIPE /

CONDUIT LOCATION.

PIPE / CONDUIT

SLEEVE

SHALLOW SINGLE PIPE / CONDUIT

BELOW & NEAR BOTTOM OF FTG

MULTIPLE PIPES / CONDUITS

BELOW BOTTOM OF FTG

3"

TYP

3" T Y

P

LEAN CONCRETE. FILL

BELOW FTG AT PIPE /

CONDUIT LOCATION.

PIPES / CONDUITS MAY

STACK WHERE REQD

SLEEVE

PIPE / CONDUIT

CLR

3"

1'

M

IN

SLEEVE

PIPE / CONDUIT

LEAN CONCRETE. FILL

BELOW FTG AT PIPE /

CONDUIT LOCATION.

DEEP SINGLE PIPE / CONDUIT

BELOW FTG

TYP

3"

BAR LAP SPLICE,

SEE SCHED

3' - 0" MAX

FDTN WALL. TYP WALL

REINF NOT SHOWN.

(2) #4 BARS ABOVE PIPE /

CONDUIT PENETRATIONS

MULTIPLE PIPES / CONDUITS

THRU FDTN WALL

3117_02

C L

R 3"

C L

R 3"

1'

M A

X 3"

M

IN

FDTN WALL

CONC FTG

FDTN WALL

CONC FTG

3" M

IN

C L

R 3"

4" GRAVEL ABOVE LEAN

CONCRETE WHERE UTILITIES

ARE PLACED PRIOR TO

FOOTINGS. OTHERWISE

CONTINUE LEAN CONCRETE

UP TO BOT OF FOOTING

WHERE UTILITIES ARE

PLACED AFTER FOOTINGS.

CLR

3"

CONC FTG

FDTN WALL

CONC FTG

SLEEVE

PIPE / CONDUIT

A4/S502

M

IN3"

CONC FTG. STEP

FOOTING DOWN AS

REQD TO AVOID

PIPES / CONDUITS.

CLR

3" MIN

2" M

IN

T

O T

O P

O F

F D

T N

W A

L L

NOTES:

1. NO UTILITIES SHALL RUN HORIZONTALLY THROUGH FOOTINGS.

2. NO UTILITIES SHALL RUN BELOW SPOT FOOTINGS.

3. SLEEVE INSIDE DIAMETER SHALL BE AT LEAST 1 1/2" GREATER

THAN PIPE / CONDUIT OUTSIDE DIAMETER.

4. SINGLE PIPES MUST BE SPACED AT A MINIMUM OF 3'-0" OC.

C L

R 3"

TRENCH DRAIN,

SEE ARCH & MECH

#4 DOWEL @ 18" OC

8"

2' - 0"

(3) #4 x CONT

NOTCH AS REQD FOR

GRATING BEARING

SC3677_A

CONC SLAB ON GRADE, SEE

PLAN & SCHED .

SLOPE AS REQD

C2/S502

3/4" = 1'-0"A4

EXT DOOR OPENING DETAIL

3/4" = 1'-0"B5

3/4" = 1'-0"A2

PLUMBING / CONDUIT

PENETRATIONS NEAR FTGS

3/4" = 1'-0"A5

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600

801.521.791

P

F www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REV

www.calderrichards.com

2025.047.00

STRUCTURAL DETAILS

JORDAN SCHOOL

DISTRICT

HERRIMAN HIGH

SCHOOL

GREENHOUSE

11917 Mustang Trail Way, Herriman, UT 84096

CONSTRUCTION DOCUMENTS

S501

NOTES:

1. THE SCHEDULE SHOWN APPLIES TO REGULAR WEIGHT

CONCRETE WITH 60ksi GRADE REINFORCING BARS.

2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF

FRESH CONCRETE CAST BELOW THE BARS.

3. CLASS "A" SPLICES SHALL BE USED WHEN 50% (OR LESS)

OF BARS SPLICED WITHIN LAP.

4. CLASS "B" SPLICES SHALL BE USED FOR ALL ELSE,

TYPICALLY WITH SHEARWALLS, COLUMNS, BEAMS AND

SLABS.

5. FOR EPOXY COATED BARS, INCREASE LAP LENGTHS AS

FOLLOWS:

TOP BARS: Ld x 1.7 REGULAR BARS: Ld x 1.5

6. FOR BUNDLED BARS, INCREASE LAP LENGTHS AS

FOLLOWS:

BUNDLED BARS, THREE OR LESS: Ld x 1.2 BUNDLED BARS, FOUR OR MORE: Ld x 1.33

INDIVIDUAL BAR SPLICES WITHIN A BUNDLE

SHALL NOT OVERLAP.

7. LAP SPLICES ARE NOT ALLOWED FOR TIES AND

STIRRUPS.

3747_01

NOTES:

1. LOCATE VERTICAL REINFORCING EACH

SIDE OF ALL OPENINGS, EACH SIDE OF

CONTROL JOINTS AND AT ALL ENDS AND

CORNERS IN ADDITION TO SCHEDULED

SPACING. SEE PLAN WHERE SPECIAL

COLUMNS OCCUR AT JAMBS. DOWEL

VERTICAL REINFORCING TO FOOTING

OR THICKENED SLAB WHERE OCCURS.

2. PLACE HORIZONTAL REINFORCING AT

ALL SUSPENDED LEVELS. SEE PLANS,

SECTIONS AND SCHEDULES FOR

SPECIAL HORIZONTAL REINFORCING AT

ROOFS AND OVER OPENINGS. SEE

FOR CORNER BAR DETAILS AND

AT INTERSECTING WALLS.

3. WHERE ONLY ONE (1) VERTICAL

REINFORCING BAR IS SCHEDULED, THE

BAR SHALL BE CENTERED IN THE WALL.

WHERE TWO (2) BARS ARE SCHEDULED,

LOCATE FACE OF REBAR AT 3/4" FROM

EACH FACE. SEE SCHEDULE

FOR BAR LAP REQUIREMENTS. MINIMUM

COVER REQUIREMENTS ARE IN

ADDITION TO ANY ARCHITECTURAL

REVEALS OR FEATURES.

4. PROVIDE 90°…