OWNER

MECHANICAL ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

SITE DESIGN

ROCHESTER PUBLIC SCHOOLS

615 7TH ST SW

ROCHESTER, MINNESOTA 55902

CONTACT: BILL BURT

PHONE NUMBER: (507) 993-2968

EMAIL: william.burt@rochesterpublicschools.org

CRW ARCHITECTURE + DESIGN GROUP

211 ELEVETH AVENUE NORTHWEST

ROCHESTER, MINNESOTA 55901

CONTACT: VERONICA KINGSTON

PHONE NUMBER: (507) 206-6201

EMAIL: vkingston@crwarchitecture.com

DUNHAM ENGINEERING

421 FIRST AVENUE SW, SUITE 201W

ROCHESTER, MINNESOTA 55902

CONTACT: STEVE HARMON

PHONE NUMBER: (507) 424-3350

EMAIL: steve.harmon@dunhameng.com

BOLTON & MENK, INC.

2900 43RD ST NW #100

ROCHESTER, MN 55901

CONTACT: DEREK OLINGER, PE.

PHONE NUMBER: (507) 525-2685

EMAIL: derek.olinger@bolton-menk.com

SEH, INC.

3428 LAKERIDGE PL NW STE 100

ROCHESTER, MINNESOTA 55901

CONTACT: BENJAMIN WOLF, PE.

PHONE NUMBER: (507) 316-6648

EMAIL: bwolf@sehinc.com

ELECTRICAL ENGINEER

DUNHAM ENGINEERING

421 FIRST AVENUE SW, SUITE 201W

ROCHESTER, MINNESOTA 55902

CONTACT: BLYTHE WALDEMAR

PHONE NUMBER: (507) 271-8389

EMAIL: blythe.waldemar@dunhameng.com

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SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

CONSTRUCTION DOCUMENT PACKAGE

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.4621 www.crwarchitecture.com

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COVER SHEET

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VLK

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RPS - JOHN MARSHALL HIGH

SCHOOL GREENHOUSE

REPLACEMENT

ROCHESTER MINNESOTA

PLANS ISSUED:02/12/2026

1-GENERAL INFORMATION

G0.00 COVER SHEET

2-CIVIL

C1.01 SITE PLAN

3-ARCHITECTURAL DEMO

AD1.00 DEMO PLAN AND ELEVATIONS

4-ARCHITECTURAL

A1.00 LEVEL 1 - FLOOR PLAN

A2.00 BUILDING ELEVATIONS

A3.00 SECTIONS AND DETAILS

5-STRUCTURAL

S1.00 STRUCTURAL DETAILS

6-MECHANICAL

M0.00 MECHANICAL SYMBOLS AND ABBREVIATIONS

M2.01 LOWER LEVEL HVAC MECHANICAL PLANS

M3.01 LOWER LEVEL HVAC PIPING PLANS

M5.01 MECHANICAL SCHEDULES AND DETAILS

P2.00 UNDERFLOOR PLUMBING PLANS

P2.01 LOWER LEVEL PLUBING PLANS

P3.00 PLUMBING RISERS

7-ELECTRICAL

E0.00 ELECTRICAL TITLE SHEET

E2.01 POWER & SIGNAL PLAN

E2.03 ELECTRICAL LIGHTING PLAN

E6.01 ELECTRICAL SCHEDULES

ME7.01 MECHANICAL AND ELECTRICAL SCHEDULES

PE7.01 PLUMBING & ELECTRICAL SCHEDULES

QC003 ELECTRICAL QC SCHEDULES

CODE INFORMATION: SHEET INDEXSITE LOCATION MAP

BUILDING LEGEND

NOT TO SCALE

2024 INTERNATIONAL BUILDING CODE

2020 MINNESOTA STATE BUILDING CODE

2020 MINNESOTA ACCESSIBILITY CODE

2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS

PROPOSED PROJECT SUMMARY:

REPLACEMENT OF MAIN GREENHOUSE STRUCTURE ALONG WITH UPDATES TO EXISTING

INFRASTRUCTURE, MINOR SITE MODIFICATIONS, AND OTHER CONDITIONS THAT WILL REMAIN.

OCCUPANCY CLASSIFICATION (CHAPTER 3):

USE NOT CHANGED

OCCUPANCY LOAD:

OCCUPANCY LOAD NOT CHANGED.

MEANS OF EGRESS

2 EXITS (NOT CHANGED)

ACCESSIBILITY

MINOR SITE REWORK TO ALLOW FOR ZERO STEP ENTRANCE INTO GREENHOUSE ON LOWER

LEVEL.

ACCESS TO UPPER LEVEL BUS STOP WAITING AREA NOT CHANGED.

NO. REVISIONS DATE

FF=1024.82

FF=1025.14

CB

R=1024.21

NW

SE 1018.44

1018.58

INV:INV:INV:INV:INV:

INV:

E

E

E

E

E

E

E

E

E

E

E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

1025.14

1025.14

1024.98

1024.72

1024.95

1025.14

1024.36

1024.24 1024.82

1024.49

1024.43

1025.00

1.51%

1.95%

4.21%

3.08%

CONC

CONC

TURF

TURF

TURF

12" RCP

STM

" R

CP

ST

M

STM

WOOD

MULCH

WOOD

MULCH

RAISED

PLANTERS

BLOCK

RET

WALL

GREENHOUSE

BUILDING

ENTRANCE

9.78%

FF=1024.82

FF=1025.14

CB

R=1024.21

NW

SE 1018.44

1018.58

INV:INV:INV:INV:INV:

INV:

E

E

E

E

E

E

E

E

E

E

E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

CONC

CONC

TURF

TURF

TURF

12" RCP

STM

" R

CP

ST

M

STM

WOOD

MULCH

WOOD

MULCH

RAISED

PLANTERS

BLOCK

RET

WALL

GREENHOUSE

BUILDING

ENTRANCE

R

FEETSCALE

0 10 20

HORZ.

R

FEETSCALE

0 10 20

HORZ.

PROPOSEDEXISTING

GREENHOUSE

GRADE FOR POSITIVE DRAINAGE, TOPSOIL PREP AND SOD ALL DISTURBED AREAS

PROTECT TREE AND ROOT SYSTEM. REPORT ANY UNAVOIDABLE DAMAGE TO ROOTS

TO OWNER PRIOR TO BACKFILLING, IF APPLICABLE

NEW ELECTRICAL CONDUIT FROM GREENHOUSE TO TUNNEL - SEE ELECTRICAL

DRILL & GROUT (3) #4 EPOXY BAR @ 18" OC, WHERE TYING INTO OTHER WALKS

SALVAGE AND REINSTALL BLOCK RETAINING WALL AS NECESSARY TO

ACCOMMODATE STRUCTURAL WORK

REMOVE CONCRETE WALK

KEYNOTES:

5" CONCRETE WALK

REMOVE MULCH. FURNISH AND INSTALL NEW HEAVY DUTY LANDSCAPING FABRIC &

WOOD MULCH (TYPE AND COLOR TO BE VERIFIED WITH OWNER)

EXCAVATE DOWN TO FLOOR LEVEL TO ALLOW FOR REPLACEMENT OF EXIST

MASONRY WALL. REMOVE VEGETATION AS NECESSARY TO COMPLETE WORK.

BACKFILL, COMPACT AND RESTORE GRADE AFTER STRUCTURAL WORK IS COMPLETE

INLET PROTECTION (CONTRACTOR TO SELECT MOST APPROPRIATE BMP FOR INLET

AND PROPOSED WORK. DEVICE MUST HOLD POTENTIAL ERODED DEPOSITS FROM

ENTERING INLET, BUT STILL PREVENT ANY FLOODING/BACKUPS INTO THE ADJACENT

BUILDINGS.

NEW ELECTRICAL CONDUIT

SAWCUT CONCRETE

LEGEND:

SITE & GRADING PLAN NOTES:

1. ALL FILL REQUIRED TO RAISE SIDEWALK GRADES SHALL BE AGGREGATE BASE, CL-5

2. REPLACEMENT PLANTINGS, BEYOND TURF, WILL BE FURNISHED AND INSTALLED BY THE OWNER AFTER

CONSTRUCTION.

3. ALL TIE IN SLOPES IN GREEN SPACE SHALL BE 1:6 OR LESSER GRADE. VERIFY FINAL GRADES TO ENSURE

SMOOTH TRANSITIONS AND POSITIVE DRAINAGE TOWARD SURFACE INLET(S).

4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD(S) WHICH ARE NOT DESIGNATED TO BE PAVED SHALL

RECEIVE AT LEAST 6" OF TOPSOIL AND SOD.

5. ALL SIDEWALKS, ACCESS ROUTES, AND PEDESTRIAN RAMPS SHALL COMPLY WITH CURRENT ADA

STANDARDS. SIDEWALKS ARE DESIGNED WITH 1.5% CROSS SLOPE UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL ADJUST TO GRADE ALL MANHOLES STRUCTURES AND APPURTENANCES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR SHALL KEEP ALL SAID EXISTING UTILITIES AND THEIR APPURTENANCES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION.

EXISTING CONDITION & REMOVAL NOTES:

1. EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY

THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS

PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY

GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002.THE SUBSURFACE

UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS

OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE

GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE

COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."

2. CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING AND INSTALLING

ALL ADDITIONAL AND NECESSARY EROSION CONTROL BMPs AND CONSTRUCTION

METHODS TO MEET CITY AND MPCA STANDARDS. BEYOND THE INLET

PROTECTION, NO ADDITIONAL BMPs ARE IDENTIFIED ON THE PLAN. ALL BMPs

MUST BE IN PLACE PRIOR TO REMOVALS.

3. PROTECT EXISTING CONCRETE WALKS FROM EQUIPMENT DAMAGE WITH

RUBBER MATS.

4. CONCRETE WALK REPLACEMENT LIMITS ARE APPROXIMATE. ADJUST AS

NECESSARY TO ALIGN WITH EXISTING JOINT PATTERN WHILE MAINTAINING

SLOPES.

5. BMPS AND INLET PROTECTION FOR ALL EXISTING STORM SEWER INLETS SHALL BE

IN PLACE PRIOR TO BEGINNING OF ANY REMOVALS. SEE SHEET C204 FOR

EROSION CONTROL PLAN.

6. CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL.

CONTRACTOR SHALL PROTECT ALL ITEMS DESIGNATED FOR SALVAGE AND

PROVIDE APPROPRIATE STORAGE UNTIL REINCORPORATED INTO THE PROJECT.

DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE

ENGINEER.

7. CONTRACTOR SHALL LOCATE AND VERIFY DEPTHS OF EXISTING UNDERGROUND

UTILITIES PRIOR TO PAVEMENT REMOVAL & EXCAVATION. IF UTILITIES FOUND

TO BE IN CONFLICT WITH PROPOSED IMPROVEMENTS, COORDINATE WITH

ENGINEER & UTILITY OWNER FOR POTENTIAL RELOCATION.

5" CONCRETE WALK (2521)

6" (MIN) AGGREGATE BASE, CL 5 (2211) OR EXIST BASE (PROVIDED MIN DEPTH PROVIDED)

SUBGRADE PREPARATION (2112)

C1.01

CONCRETE WALK

NOT TO SCALE

NOTE: SAW CUT CONTROL JOINTS AT SPACING AND

PATTERN CONSISTENT WITH EXISTING CONCRETE

EXISTING CONTOUR MINOR

EXISTING CONTOUR MAJOR

PROPOSED CONTOUR MINOR

PROPOSED CONTOUR MAJOR

C1.01

SHEET NUMBER

SITE PLAN

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NUMBER

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DEREK P. OLINGER

54287 02/12/2026

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OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

NO. REVISIONS DATE

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.46.21 www.crwarchitecture.com

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UP

DEMOLITION NOTES:

GENERAL DEMOLITION NOTES:

1. DASHED LINES REPRESENT EXISTING ITEMS TO BE REMOVED.

2. PROVIDE ALL WORK TO COMPLETE DEMOLITION AS MAY BE REQUIRED

TO ACCOMPLISH WORK AS SHOWN ON THE DRAWINGS UNLESS

NOTED OTHERWISE. ALL AS INDICATED OR REQUIRED RELATING TO

THE EXISTING BUILDING AND NOT OTHERWISE ASSIGNED IS INCLUDED

UNDER THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR TO VERIFY EXISTING ELECTRICAL & PLUMBING

LOCATIONS PRIOR TO DEMOLITION. EXISTING PLUMBING AND

ELECTRICAL MAY REQUIRE MODIFICATION TO ACCOMPLISH THE NEW

DESIGN AS SHOWN ON THESE PLANS.

4. MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS SHALL

TERMINATE ALL APPROPRIATE SERVICES TO EXISTING CONSTRUCTION

WHICH ARE TO BE PERMANENTLY DISCONNECTED. THEY SHALL

FURTHER MAKE ALL TEMPORARY SERVICE TERMINATIONS INDICATED

OR REQUIRED TO ACCOMPLISH THE DEMOLITION AND/OR NEW

REVISED OR REPLACED SERVICES AS PART OF WORK UNDER ALL

CONTRACTS. ALL PERMANENT TERMINATIONS SHALL BE REMOVED

BACK TO THE SOURCE. NO VACANT SERVICES SHALL BE LEFT IN

PLACE.

5. CONTRACTORS ARE TO BE RESPONSIBLE FOR REMOVING AND

HAULING OF ALL DEMOLITION DEBRIS.

6. AT CONCLUSION OF DEMOLITION, ALL SURFACES SHALL BE READY TO

RECEIVE NEW FINISHES.

7. OWNER TO REMOVE/ RELOCATE ALL FURNITURE, FIXTRUES AND

EQUIPMENT PRIOR TO START OF CONSTRUCTION, COORDINATE

PROJECT SCHEDULE WITH GENERAL CONTRACTOR.

8. REMOVE AND DISPOSE ALL THE EXISTING SIGNAGE ON THE WALL NEXT

TO DOORS U.N.O.

1 REMOVE AND DISPOSE OF EXISTING GREENHOUSE GLAZING AND

STRUCTURE IN IT'S ENTIRETY.

2 REMOVE AND DISPOSE OF TOP THREE COURSES OF EXISTING

CMU, DOWN TO TOP OF EXISTING SLAB/FOUNDATION.. PREPARE

EXISTING FOUNDATION FOR NEW CMU BLOCK.

(NOT ALL DEMOLITION NOTES APPEAR ON EVERY SHEET)

3 REMOVE AND DISPOSE OF EXISTING DOOR, FRAME IN ITS

ENTIRETY.

4 BASE BID: REMOVE, STORE, AND REINSTALL EXISTING WORK

TABLES

ALTERNATE A-1: REMOVE AND DISPOSE OF EXISTING WORK

TABLES.

5 REMOVE AND DISPOSE OF EXISTING STAINLESS STEEL SHELF IN

ITS ENTIRETY

6 REMOVE AND DISPOSE OF DAMAGED CEILING AREA.

CONTRACTOR TO VERIFY EXTENT OF DAMAGE.

7 CUT NEW HOLE IN EXISTING CMU WALL FOR MECHANICAL. SEE

MECHANICAL FOR SIZING.

8 REMOVE AND DISPOSE OF EXISTING FASCIA IN IT'S ENTIRETY

9 REMOVE EXISTING ROCK/SOIL TO 3" BELOW TOP OF SLAB - TYP.

10 REMOVE AND SALVAGE EXISTING STEEL SHELF BRACKETS TO

OWNER - TYP.

11 DEMO CONCRETE SLAB FOR CONNECTION TO PIPES. VERIFY

WITH MECH. FOR LOCATION AND SIZING.

A2.00

A2.00

AD1.00

AD1.00

10' - 7" 4' - 2" 10' - 7"

8' - 8"

AD1.00

4 4

4 4

4 4

4 4

MECHANICAL

GREENHOUSE

EXISTING CONCRETE SLAB

ON GRADE TO REMAIN

DEMO EXISTING CONCRETE SIDEWALK - SEE ARCH SITE PLAN AND CIVIL

AD1.00

EXISTING COUNTERS

TO REMAIN

9 9

2' - 3" 3' - 6"

3' - 1" 2' - 0" 2' - 0"

T.O. SLAB/FOUNDATION

100' - 0"

LEVEL 2

108' - 10"

ROOF

122' - 2 3/8"

T.O. EXISTING FOOTING

96' - 0"

EXIST. GRADE

EXISTING BUILDING TO REMAIN

EXIST. FOUNDATION

TO REMAIN

REMOVE EXISTING SHINGLES

AND UNDERLAYMENT

T.O. SLAB/FOUNDATION

100' - 0"

LEVEL 2

108' - 10"

ROOF

122' - 2 3/8"

T.O. EXISTING FOOTING

96' - 0"

EXIST. GRADE

EXISTING BUILDING TO REMAIN

EXIST. FOUNDATION

TO REMAIN

T.O. SLAB/FOUNDATION

100' - 0"

T.O. EXISTING FOOTING

96' - 0"

EXISTING FOUNDATION

TO REMAIN

T.O. SLAB/FOUNDATION

100' - 0"

LEVEL 2

108' - 10"

REMOVE EXISTING SHINGLES

AND UNDERLAYMENT

REMOVE AND DISPOSE OF

DAMAGED CEILING

EXISTING STRUCTURE

TO REMAIN

T.O. SLAB/FOUNDATION

100' - 0"

LEVEL 2

108' - 10"

ROOF

122' - 2 3/8"

EXISTING FLUE AND GUY WIRES TO

BE REMOVED.

EXIST. FOUNDATION

TO REMAIN

SHEET NUMBER

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CHECKED BY

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NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.4621 www.crwarchitecture.com

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DEMO PLAN AND

ELEVATIONS

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3/8" = 1'-0"

LEVEL 1 DEMO PLAN

1/4" = 1'-0"

EAST ELEVATION DEMO

1/4" = 1'-0"

WEST ELEVATION DEMO

N O R

TH

1/2" = 1'-0"

DEMO WALL SECTION

3/8" = 1'-0"

ROOF DEMO SECTION

1/4" = 1'-0"

SOUTH ELEVATION DEMO

UP

1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL

REQUIREMENTS OF THE OWNER. EACH TRADE CONTRACTOR SHALL BE

RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL

SAFETY PROCEDURES, PRECAUTIONS AND PROGRAMS IN CONNECTION

WITH THEIR WORK.

2. THE GENERAL CONTRACTOR SHALL FILE FOR AND OBTAIN ALL REQUIRED

PERMITS, LETTERS OF SATISFACTORY COMPLETION AND CERTIFICATES

OF OCCUPANCY FROM THE LOCAL BUILDING OFFICIALS.

3. ALL EQUIPMENT SHOWN AS DASHED IS BY THE OWNER. ELECTRICAL

CONTRACTOR TO VERIFY POWER REQUIREMENTS FOR OWNER'S

EQUIPMENT. MECHANICAL CONTRACTOR TO VERIFY PLUMBING AND

HVAC REQUIREMENTS OF OWNER'S EQUIP.

4. REFER TO THE MECHANICAL, ELECTRICAL DRAWINGS FOR ADDITIONAL

WORK REQUIRED UNDER THIS CONTRACT.

5. THE GENERAL CONTRACTOR AND/OR MECHANICAL CONTRACTOR SHALL

COORDINATE ALL MECHANICAL WORK WITH THE OWNER'S

REPRESENTATIVE AND ALL OTHER TRADES.

6. THE GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR SHALL

COORDINATE ALL ELECTRICAL WORK WITH THE OWNER'S

REPRESENTATIVE AND ALL OTHER TRADES.

GENERAL NOTES:

FLOOR PLAN NOTES:

1 NEW STAINLESS STEEL WALL MOUNTED

SHELF TO MATCH EXISTING.

2 REPLACE CEILING TO MATCH EXISTING.

CONTRACTOR TO VERIFY THE EXTENT OF

WORK.

3 DOWEL NEW CMU INTO EXISTING CMU

4 EXISTING 16" x 16" FOUNDATION PIER BELOW.

NEW REINFORCED CMU WALL TO BE

DOWELED INTO EXISTING PIER. SEE STRUCT.

5 NEW MAIN STRUCTURAL FRAME FOR

GREENHOUSE TO BEAR ON NEW REINFORCED

CMU WALL AT 102' - 0". SEE STRUCT.

6 INFILL CONCRETE SLAB AS NEEDED TO

MATCH EXISTING CONSTRUCTION. SEE DETAIL

3/A1.00.

7 NEW CONCRETE HOUSEKEEPING PAD.

CONFIRM FINAL SIZE WITH MECH. SEE DETAIL

4/A1.00

A2.00

A2.00

A2.00

A3.00

A3.00

8' - 8"

10' - 8" 4' - 0" 10' - 8"

1' - 4"

MECHANICAL

GREENHOUSE

EDGE OF EXISTING CONC SLAB TO REMAIN

A3.00

/4

/4

/4

EXISTING COUNTERS

TO REMAIN 7

5" 3

1' - 6"

D-1

FLUSH

SCHEDULE

SEE

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FULL LITE

SCHEDULE

SEE

S

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6" 6"

F-1 F-2

2" 2"

WIDTH

DOOR

D O

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WIDTH

DOOR

D O

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TYPICAL TYPICAL MASONRY

A3.00

A3.00

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/2

2" 4' - 0" 2" 4' - 0" 2" 4' - 0"

2" 2"

4' - 0" 2" 4' - 0" 2" 4' - 0" 2"

A3.00

NEW SHINGLES AND UNDERLAYMENT

6" / 12"

6" / 12"6" / 12"

INSTALL NEW METAL FASCIA - TYP.

HARDWARE GROUPS:

GROUP 1: LOCKED CLASSROOM FUNCTION

EACH DOOR SHALL HAVE:

• HINGES

• ONE LOCKSET D70PD

• FUNCTION: OUTSIDE LEVER LOCKED AND UNLOCKED BY KEY. INSIDE

LEVER ALWAYS UNLOCKED.

• ONE STOP

GROUP 2: LOCKED STOREROOM FUNCTION

EACH DOOR SHALL HAVE:

• HINGES

• ONE LOCKSET D80PD

• FUNCTION: OUTSIDE LEVER FIXED. ENTRANCE BY KEY ONLY. INSIDE

LEVER ALWAYS UNLOCKED.

• ONE STOP

EMBED

3"

EPOXY DOWEL INTO EXIST. SLAB

AT 3' - 0" O.C. - MIN. 1 PER SIDE

COMPACTED GRANULAR FILL TO

DEPTH OF EXIST GRANULAR

NEW CONC. SLAB

EXIST. SLAB ON GRADE

EXIST COMPACTED

GRANULAR FILL

#4 REBAR AT 12" O.C.

EACH WAY AT TOP

#4 REBAR TIE - BOTTOM

CURED/EXISTING SLAB -

INFILLED WHERE NEEDED

3/4" CHAMFER

ALL AROUND

TYPICAL

1/2" CLEAR COVER

ROUGHEN TO PROVIDE SOUND CONCRETE WITH 1/4"

AMPLITUDE, THOROUGHLY CLEAN AND APPLY

BONDING AGENT PRIOR TO POURING BASE CONCRETE

#4 REBAR DOWELS AT 12" O.C. ALL AROUND

PERIMETER - DRILL AND EPOXY GROUT (3" MIN. EMBED)

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.4621 www.crwarchitecture.com

CLIENT

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LEVEL 1 - FLOOR PLAN

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N O R

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1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

DOOR FRAME TYPE

3/8" = 1'-0"

T.O. SLAB/FOUNDATION

COMMON DOOR SCHEDULE

D o o r

N u m b e r

R o o m

N a m e

L e a f Q ua n tit y

Door Frame

S id e lig h t W id th

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W id th

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T h ic kn es s

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F in is h

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100 MECHANICAL 1 3' - 0" 6' - 8" 1 3/8" D-1 HM F-2 H.M. PT-1 2 DOOR AND HARDWARE BY

GREEHOUSE VENDOR

101 GREENHOUSE 1 4' - 0" 8' - 0" 2" D-6 HM F-1 H.M. 1 DOOR AND HARDWARE BY

GREEHOUSE VENDOR

3/8" = 1'-0"

ROOF

N O R

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SLAB ON GRADE INFILL DETAIL

1" = 1'-0"

CONCRETE EQUIPMENT PAD DETAIL

T.O. SLAB/FOUNDATION

100' - 0"

LEVEL 2

108' - 10"

ROOF

122' - 2 3/8"

A3.00

T.O. EXISTING FOOTING

96' - 0"

T.O. GREENHOUSE WALL

110' - 0"

T.O. MASONRY

102' - 8"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 11"

MOTORIZED RIDGE VENTS

MOTORIZED SIDEWALL VENTS

BASE BID: NO INSECT SCREENS

ALTERNATE A-2: PROVIDE INSECT

SCREENS

NEW SHINGLES AND UNDERLAYMENT

16 mm ACRYLIC GLAZING, TYP.

ALUMINUM FRAMING PER GREENHOUSE

MANUFACTURER/INSTALLER, TYP.

NEW METAL FASCIA 1X BLOCKING

EXISTING ASPHALT

SHINGLE ROOF TO REMAIN

EXISTING ALUMINUM

STOREFRONT TO REMAIN

EXISTING MASONRY WALL TO REMAIN

EXISTING MASONRY WALL TO REMAIN

NEW ELBOW EXHAUST - SEE MECH.

T.O. SLAB/FOUNDATION

100' - 0"

ROOF

122' - 2 3/8"

T.O. EXISTING FOOTING

96' - 0"

T.O. GREENHOUSE WALL

110' - 0"

T.O. MASONRY

102' - 8"

A3.00

4' - 2" 4' - 2" 4' - 2" 4' - 2" 4' - 2" 4' - 2"

NEW SHINGLES AND UNDERLAYMENT

16mm ACRYLIC GLAZING, TYP.

ALUMINUM FRAMING PER GREENHOUSE

MANUFACTURER/INSTALLER, TYP.

INSTALL NEW WEATHERTIGHT

COLLAR WITH NEW ROOFING

EXISTING STOREFRONT SYSTEM TO REMAIN

NEW METAL FASCIA W/ 1x BLOCKING

EXISTING FOUNDATION TO REMAIN

T.O. SLAB/FOUNDATION

100' - 0"

ROOF

122' - 2 3/8"

A3.00

T.O. EXISTING FOOTING

96' - 0"

T.O. GREENHOUSE WALL

110' - 0"

T.O. MASONRY

102' - 8"

2' - 11" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

MOTORIZED RIDGE VENTS

MOTORIZED SIDEWALL VENTS

BASE BID: NO INSECT SCREENS

ALTERNATE A-2: PROVIDE INSECT SCREENS

NEW SHINGLES AND UNDERLAYMENT

16mm ACRYLIC GLAZING, TYP.

ALUMINUM FRAMING PER GREENHOUSE

MANUFACTURER/INSTALLER, TYP.

EXISTING ASPHALT SHINGLE

ROOF TO REMAIN

EXISTING ALUMINUM

STOREFRONT TO REMAIN

EXISTING MASONRY

WALL TO REMAIN

NEW METAL FASCIA W/ 1x BLOCKING

EXISTING MASONRY WALL TO REMAIN

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.4621 www.crwarchitecture.com

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BUILDING ELEVATIONS

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Author

Checker

1/4" = 1'-0"

EAST ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

WEST ELEVATION

T.O. SLAB/FOUNDATION

100' - 0"

T.O. EXISTING FOOTING

96' - 0"

T.O. GREENHOUSE WALL

110' - 0"

T.O. MASONRY

102' - 8"

A3.00

6"

12"

6"

12"

TRUSS BY GREENHOUSE SUPPLIER/INSTALLER

BASE BID: NO AUTOMATIC SUN SHADE

ALTERNATE A-3: AUTOMATIC SUN SHADE BY OTHERS

HANGING PLANT POLES

MOTORIZED RIDGE VENTS

MOTORIZED SIDEWALL VENTS

BASE BID: NO INSECT SCREENS

ALTERNATE A-2: PROVIDE INSECT

SCREENS

INSTALL NEW LANDSCAPE

FABRIC WITH 3" OF WASHED

RIVER ROCK - TYP.EXISTING CONCRETE SLAB TO REMAIN

A3.00

RESTORE GRADE AND

LAWN/PLANTINGS

T.O. SLAB/FOUNDATION

100' - 0"

LEVEL 2

108' - 10"

A3.00

T.O. EXISTING FOOTING

96' - 0"

T.O. GREENHOUSE WALL

110' - 0"

T.O. MASONRY

102' - 8"

16mm ACRYLIC GLAZING, TYP.

ALUMINUM FRAMING PER GREENHOUSE

MANUFACTURER/INSTALLER, TYP.

MOTORIZED SIDEWALL VENTS

BASE BID: NO INSECT SCREENS

ALTERNATE A-2: PROVIDE INSECT

SCREENS

EXISTING GRAVEL TO

REMAIN. INSTALL ADDITION

2" OF GRAVEL - TYP.EXISTING CONCRETE SLAB TO REMAIN

NEW SCORED CMU

EXISTING FOUNDATION

TO REMAIN - TYP.

PROVIDE POSITIVE

DRAINAGE AWAY FROM

GREENHOUSE

RESTORE EXISTING

GRADE AND PLANTINGS

TERMINATE WATERPROOFING

BELOW GRADE

NEW GRANULAR BACKFILL

INSTALL WATERPROOFING ON

NEW CMU. EXTEND DOWN ONTO

EXISTING WATERPROOFING.

TYPICAL AT LOCATIONS WHERE

GRADE EXTENDS ABOVE THE

TOP OF SLAB

T.O. SLAB/FOUNDATION

100' - 0"

T.O. EXISTING FOOTING

96' - 0"

/8

CONNECTION OF NEW GREENHOUSE

SHELL TO EXISTING WALL PER

GREENHOUSE SUPPLIER/INSTALLER

NEW SHINGLES AND UNDERLAYMENT

NEW ANODIZED ALUMINUM

STEPPED FLASHING. REGLET

INTO EXISTING CMU JOINTS

GASKETING FOR WATERTIGHT

CONNECTION BY GREENHOUSE INSTALLER

EXISTING SCORED BLOCK FACE TO BE

GROUTED TO PROVIDE A LEVEL SURFACE

FOR GREENHOUSE CONNECTION

EXISTING WOOD DECKING

NEW ANODIZED ALUMINUM

FASCIA W/ 1x BLOCKING

EXISTING SCORED CMU WALL

EXISTING CONCRETE

SLAB TO REMAIN

EXISTING FOUNDATION

TO REMAIN

T.O. SLAB/FOUNDATION

100' - 0"

T.O. EXISTING FOOTING

96' - 0"

T.O. MASONRY

102' - 8"

NEW ANODIZED ALUMINUM

SILL W/ DRIP EDGE

NEW ANODIZED ALUMINUM

SILL W/ DRIP EDGE

DOWEL INTO EXISTING CMU

FOUNDATION. SEE STRUCT.

NEW SCORED CMU

EXISTING FOUNDATION TO REMAIN

PREFINISHED METAL TRIM

CLOSURE BY MECH.

FINTUBE AND PIPING -

SEE MECH.

GALVANIZED STEEL CHANNEL BY G.C.

NEW GREENHOUSE STRUCTURE

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.4621 www.crwarchitecture.com

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SECTIONS AND DETAILS

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1/2" = 1'-0"

BUILDING SECTION

1/2" = 1'-0"

BUILDING SECTION

1" = 1'-0"

WALL SECTION

1" = 1'-0"

WALL SECTION

EXISTING CONCRETE PIER 8" BELOW

GRAVEL FLOOR (99'-4")

REMOVE EXISTING FLUTED FACE

BLOCK TO EL.100'-0"

REMOVE BLOCK AT PIER

TO EL. 99'-4"

1'-0" 2'-0" 1'-0"

(6) #4 REBAR VERT.

#4 REBAR TO EXISTING CORE

AT 24" OC, TYP.

OFFSET DOWELS AT BASE AND

BEND AT BOTTOM IN NECESSARY

TO MAINTAIN EDGE DISTANCE AT

CONNECTION TO CONCRETE PIER

GRAVEL FLOOR - REPLACE

100'-0"

TOP OF WALL AND PIER

102'-8"

8" CMU 12" CMU PIER 8" CMU

POUR THRU BOND BEAM

EXISTING 8" CMU

TO REMAIN

EXISTING CONCRETE PIER - EST. 16" SQ. ±

(CONTRACTOR VERIFY)

APPROX.

99'-4"

EXISTING CONCRETE PIER 8" BELOW

GRAVEL FLOOR (99'-4")

EST. 16" x 16" (CONTRACTOR VERIFY)

REMOVE EXISTING BLOCK

TO EL. 100'-0"

REMOVE BLOCK AT

PIER TO EL. 99'-4"

1/4" S.S. TIES AT 8" OC

IN EACH JOINT

(4) #4 REBAR VERT.(4) #4 REBAR VERT.

#4 REBAR TO EXISTING

CORE AT 24" OC

1/4" S.S. TIES AT 8" OC

IN EACH JOINT

#4 REBAR TO EXISTING

CORE AT 24" OC

OFFSET DOWELS AT BASE AND

BEND AT BOTTOM IF

NECESSARY TO MAINTAIN EDGE

DISTANCE AT CONNECTION TO

CONCRETE PIER

GRAVEL FLOOR - REPLACE

100'-0"

TOP OF WALL

102'-8"

APPROX.

99'-4"

4" PREFERRED

2 1/2" MIN. (TYP)

4 1/2" EMBEDMENT

12" CMU PIER AT GREENHOUSE

POSTS - GROUTED SOLID

(2) #5 REBAR CONTINUOUS

WITH 8" TOP BOND BEAM

GREENHOUSE POST MOUNTED

TOP OF WALL

(6) #4 REBAR

(2 PER CORE)

APPROX.

99'-4"

16" CMU PIER

AT CORNERS

1/4" S.S. TIES

(4) #4 REBAR AT

16" DIA. PIER

4" PREFERRED

2 1/2" MIN. (TYP)

#4 LAP BAR

SHEET NUMBER

ISSUE/REVISION HISTORY

CHECKED BY

DRAWN BY

DATE

PROJECT

NUMBER

NUMBER DATE

OF SHEETS

© 2026 CRW architecture + design group

No. ISSUED FOR DATE

211 11th ave nw rochester, mn 55901

p. 507.206.6201

f. 507.206.4621 www.crwarchitecture.com

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STRUCTURAL DETAILS

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02/12/2026

BW

NO. REVISIONS DATE

JS

A INTERMEDIATE WALL REMOVAL

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

B INTERMEDIATE WALL REPLACEMENT WITH PIERS

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

C INTERMEDIATE WALL ELEVATION

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

E CORNER WALL REMOVAL

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

F CORNER WALL RELACEMENT WITH PIERS

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

D 12 INCH CMU TO EXISTING CONCRETE PIER

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

G CORNER CMU TO EXISTING CONCRETE PIER

ORIGINAL SCALE: 3/4" = 1'-0"S1.00

GENERAL STRUCTURAL NOTES

1. These notes do not replace the specifications but are to be read in conjunction with them. Any discrepancies or conflicts between the two shall be brought to the attention of the Structural Engineer of Record (SER) for resolution.

2. These drawings are for the RPS John Marshall High School Greenhouse Replacement project (CRW #25-070) and no other use is authorized. Contact SER, Benjamin A. Wolf at SEH 507-316-6648.

GOVERNING BUILDING CODE:

2020 Minnesota State Building Code 2018 International Building Code as adopted and amended by the state building code

DESIGN CODES AND STANDARDS:

ACI Manual of Concrete Practice ACI 318, 301 Building Code Requirements & Specifications for Structural Concrete ACI 530 / TMS 402 / ASCE 5 Building Code Requirements & Specifications for Masonry Structures AISC 360, 303 Specification for Structural Steel Buildings

DESIGN LOADS PER ASCE 7-16

Risk category II (occupied accessory structure outside main school building)

1. Live load:

Roof live load 20 PSF

2. Dead load:

Superimposed roof load 5 PSF

3. Snow loads:

Ground snow load 50 PSF Importance factor 1.0 Roof snow load 42 PSF + drifting & unbalanced Snow exposure factor 1.0 Thermal factor 1.2

(considering occasionally unheated) Rain loads n/a

4. Wind loads:

Wind speed (3 sec gust) 109 mph Wind exposure C Mean roof height 20 feet Kd 0.85 Kzt 1.0 G 0.85 (rigid building) Structure is: Enclosed Internal press coef +/-0.18

5. Seismic loads:

Site class D Ss 0.048 g S1 0.036 g Fa 1.6 Fv 2.4 Sds 0.051 g Sd1 0.058 g Ie 1.0 Seismic design category A

6. Soil criteria:

Allowable soil bearing pressure 1,500 PSF (assumed) Frost depth 42 inches (heated building)

DESIGN / CONSTRUCTION CRITERIA

1. The contractor shall verify dimensions and conditions before construction and notify the engineer of any discrepancies, inconsistencies, or difficulties affecting the work before proceeding.

2. All material, workmanship, and details shall be in accordance with typical competent construction practices, current manufacturer's recommendations, and all applicable codes and government regulations.

3. The contractor shall coordinate all disciplines, verifying size and location of all openings, whether shown on structural drawings or not, as called for on process, architectural, mechanical, electrical or other drawings. All conflicts, inconsistencies, or other difficulties affecting structural work shall be called to the architect and engineer's attention for direction before proceeding.

4. Equipment and structural anchor rod sizes, types, embedment, and patterns shall be verified with the manufacturer or fabricator. All anchor patterns shall be templated to ensure accuracy of placement.

5. The contractor shall supply all necessary temporary bracing, shoring, guying, or other means to avoid excessive stresses and to hold structural elements in place during construction.

6. Job site safety (including excavations) is the sole responsibility of the general contractor and their subcontractors.

7. The engineer is not responsible for construction means, methods, techniques or practices.

8. Standard or typical structural details are intended to illustrate design concepts and to specify material and required physical dimensions matching or similar to the referenced locations in the drawing set. Standard details apply whether or not they are cut on the drawings.

9. There is no provision for future vertical or horizontal expansion in the design.

EXISTING CONSTRUCTION

1. Before proceeding with any work within the existing facility, the contractor shall familiarize themself with existing structural and other conditions. It shall be the contractor's responsibility to design, provide, and erect all necessary bracing, shoring and other safeguards to maintain all parts of the existing work in a safe condition during the process of demolition and construction and to protect from damage those portions of the existing work which are to remain.

2. The contractor shall field verify the dimensions, elevations, etc. necessary for the proper construction and alignment of the new portions of the work to the existing work. The contractor shall make all measurements necessary for fabrication and erection of structural members. Any discrepancy shall be immediately brought to the attention of the engineer.

3. Any existing construction damaged in the removal of adjacent elements shall be replaced at the contractor's expense.

4. Where existing concrete elements are to be demolished and reinforcing is not required to remain, cut existing reinforcing flush with concrete to remain and coat with epoxy, unless covered with concrete in final construction.

FOUNDATIONS

1. CAUTION: Existing underground utilities may exist anywhere on the site. Notify owner and Gopher One-Call (800)

252-1166 (Minnesota) prior to disturbing any grade or excavation.

2. Structural foundations are existing foundation elements supporting an existing greenhouse building with the same general structural configuration. No significant change to foundation pressures is proposed.

3. Grading: where not specifically shown on the plans, it is intended that all excavated and backfilled areas shall be graded to slope away from buildings and other structures.

REINFORCING STEEL

1. All concrete is reinforced concrete unless specifically called out as unreinforced. Reinforce all concrete not otherwise shown with same steel as in similar sections or areas. All reinforcing steel shall be detailed, fabricated, and installed in accordance with the following standards and codes:

· ACI 315 "Details and detailing of concrete reinforcing”

· ACI 318 "Building code requirements for reinforced concrete"

· MSP2 "CRSI manual of standard practice"

2. All reinforcing steel shall conform to the requirements of ASTM A615 grade 60 steel. Reinforcing steel shall not be welded.

3. Clear minimum cover of concrete over reinforcing steel shall be as follows unless specifically noted otherwise:

· 3" Concrete placed against earth

· 3” Top mat of base slabs to receive waterstops at wall joint

· 2" All other concrete

4. Bar lap lengths in concrete and 90 degree end hooks shall be in accordance with the table below unless noted otherwise. This table lists class 'B' laps. For epoxy coated reinforcing steel, increase lap length by 50% with c-c bar spacing < 6db and cover to center of bar <3db, otherwise increase by 20%. For masonry reinforcing, use fc' = 3000 psi values.

5. Bars marked continuous, corner bars, and all vertical steel shall be lapped in accordance with table above at splices and embedments, unless shown otherwise. Splice top bars near midspan and splice bottom bars over supports, unless noted otherwise.

CONCRETE MASONRY

1. Concrete block used in exterior walls or load bearing walls shall meet the following minimum requirements:

· Masonry assembly f'm = 2,000 PSI

· Concrete masonry units: ASTM C90-11A 2,000 PSI

· Mortar, ASTM C-270-10 Type S UNO

· Grout, ASTM C-476-10 f'g = 3,000 PSI, Slump: 8-11 inches

2. The contractor shall provide adequate temporary bracing for all masonry walls during construction.

3. Concrete block shall be laid in running bond pattern typical unless noted otherwise. No vertical (head) joint shall be continuous for more than one block height. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on footings and foundation walls and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities which are to be reinforced or to be filled with concrete or grout.

4. Masonry piers shall be laid up in running bond in each direction to provide a monolithic unit.

5. All joints shall be concave tooled joints above and below grade.

6. Masonry walls shall be reinforced with hot dipped galvanized truss horizontal reinforcing (per ASTM A153) with 9 gage side and cross rods. Reinforcing shall be continuous in horizontal joints every other block course (16 inches OC) in walls, every course (8 inches OC) in parapets, with prefabricated corner and tee sections.

7. Continuous horizontal bars shall be included per section or detail in bond beam where noted. Where not detailed, use (2) #5 continuous. Where bond beams are continuous at corners of walls, supply corner bars matching size of horizontal bars. All bond beam reinforcing shall have standard laps or hooked development reinforcing bars at wall corners and intersections.Vertical reinforcing shall be a minimum of (1) #5 bar in 6" and 8" walls and (2) #4 bars in 10" and 12" walls at 4'-0" on center.

8. Grouting and reinforcing: all masonry, grouting, and reinforcing work shall be performed by mason craft workers who have successfully completed the International Masonry Institute (1-800-IMI -0988) training course for grouting and reinforced masonry construction, or equal

9. When grouting is stopped for more than one hour, stop grout approximately 1 ½ inches below top of CMU to provide key.

10. Masonry block cells with vertical reinforcing and bond beams with horizontal reinforcing shall be grouted solid.

Mortar is not an acceptable corefill. Provide a cleanout hole at the base of all grouted cells where grout lift exceeds 5'-4”. Account for fly ash in grout during winter construction by protecting and heating as required to assure set and strength gain.

11. Unless otherwise covered on architectural plans or specifications, vertical control joints in masonry construction shall be 3/8" wide, full height of wall. Joints shall be spaced at a maximum of 16' -0" on center and coordinated with the architect/engineer. Install control joints in locations as required and as directed by engineer/architect.

12. All horizontal joint reinforcing shall be discontinuous at control joints in masonry. All bond beam horizontal reinforcing shall be continuous through control joints.

13. Walls shall be anchored at bottom by dowels to existing hollow concrete masonry cores in existing masonry foundation below grade. Clean mortar, corefill insulation, and debris from cores to be reinforced and grouted. If grouted existing cores are encountered, shift new reinforcing by 8” either direction to provide average spacing indicated in details.

14. Masonry piers shall be anchored at bottom by adhesive anchors dowels to existing concrete foundation below grade. See details for minimum edge distance required at adhesive anchors.

15. Continuity bond beams may be, and upper courses of multi-course bond beams shall be, flow through block.

POST INSTALLED ANCHOR RODS AND DOWELS

1. Unless noted otherwise, anchors and reinforcing dowels installed in concrete or concrete masonry shall be as noted below. Anchors not shown or noted on the drawings, those required by the contractor solely for his means and methods, or those required by mechanical/electrical and carrying less than 100 pounds of non-safety-related items, do not require special inspection.

2. Approved manufacturers are: HILTI, ITW / Redhead, Simpson, and Powers / Rawl. Submit product data and current ICC ES report or IAPMO report showing product is compliant with project code requirements for review.

Contractor shall arrange for manufacturer's rep to train all installers on the complete installation process. A letter of procedure stating method of drilling, the product for use, the complete installation procedure, manufacturer training date and a list of the personnel trained on anchor installation shall be submitted to the engineer.

3. Permanent anchors exposed to earth, weather, or corrosive environments and anchors engaging stainless steel or aluminum members, shall be stainless steel type 304 or 316. Reinforcing dowels shall be of the same size (U.N.O.), material and coating (if any) as the continuing reinforcing.

4. Where expansion anchors are called for, contractor may substitute screw type anchors with self-tapping threads or adhesive anchors of the same size and embedment, subject to review of capacity by the engineer for the product substituted. Where adhesive anchors are called for, other types shall not be substituted. Screw type anchors shall not be re-used on permanent work.

5. Adhesive shall have a current ICC ES report. Use high viscosity adhesive and placement devices in consultation with the manufacturer for overhead work. Overhead installation shall be subject to continuous special inspection during installation and shall only be performed by certified adhesive anchor installers. Use low temperature formulations for cold weather work. Do not apply significant load to anchors until their capacity has been assured.

6. Anchors installed in concrete masonry and precast hollow core concrete shall be installed in cores grouted solid.

Minimum grout strength f'g = 3,000 PSI. Minimum 12 inches of grout each way along horizontal cores from anchor.

Vertical cores shall be grouted full height. Anchors installed in masonry shall not be installed within 1 1/2 inches of any head joint unless block are square end and mortared across full width of head joint, or filled bond beam.

7. Holes shall be drilled, cleaned, and maintained until installation in accordance with manufacturer's recommendations using standard rotary-impact bits and oil-free compressed air; diamond core bits shall not be used unless specifically approved by the manufacturer. Locate and avoid reinforcing bars and PT tendons.

Maintain spacing (minimum 8 inches) and edge/corner distances (minimum 4 inches) as recommended by manufacturer unless specifically noted otherwise in the drawings.

8. Unless noted otherwise, anchors shall be installed to the following embedments:

Diameter CIP Concrete Grouted CMU

Expansion/screw: 1/2 inch 3 1/2 inches 4 1/2 inches 5/8 inch 4 inches 5 inches 3/4 inch 5 inches 6 inches

Adhesive: 1/2 inch 4 1/2 inches 5 1/2 inches 5/8 inch 5 inches 6 inches 3/4 inch 6 inches 7 inches (6” in 8” CMU)

9. Except as noted, all anchors shall have intermittent special structural inspection by one of the following.

a. Expansion and screw anchors:

· Witness installation with torque wrench according to manufacturer's recommendations and requirements of ICC report;

· Test all anchors with torque wrench after installation (including load test of 5 percent of installed anchors); or

b. Adhesive anchor rods and dowels:

· Witness installation according to manufacturer's recommendations and requirements of ICC report; or

FABRICATED ENGINEERED STRUCTURES (GREENHOUSE)

1. Provide rigid-frame or braced frame aluminum greenhouse structure according to drawings, specifications, the

State Building Code. Where any of these conflict, the more stringent criteria shall be applied. General contractor shall supply full set of architectural and structural drawings to pre-engineered structure supplier.

2. Unless galvanized, all metal shall be aluminum.

3. Building manufacturer shall provide all girts, purlins, wall and roof frames and glazing, flashing, bracing, and other components required for a complete system; with the exception of anchor rods, which shall be supplied and installed by the General Contractor.

4. Maximum lateral deflection under load combinations including full code wind load (before factoring per ASCE-7) shall not exceed height/120 at eave. Deflection calculations shall use only the stiffness of the bare frame and bracing.

5. Manufacturer shall provide final vertical and horizontal reactions to the engineer prior to proceeding with fabrication.

6. Greenhouse manufacturer shall review architectural and structural foundation drawings and shall design structural mainframe anchors with minimum 4” clear distance from edges of masonry piers. Secondary components may be secured with minimum 2” clear distance from edges of masonry wall.

SHOP DRAWING REVIEW

1. Short Elliott Hendrickson Inc. (SEH) will review the general contractor's (GC) shop drawings and related submittals

(as indicated below) with respect to the ability of the detailed work, when complete, to be a properly functioning integral element of the overall structural system designed by SEH. In general, submittals will not be reviewed for correct quantities or construction considerations. SEH shall review shop drawings and related materials with comments provided that each submission has met the requirements herein. SEH shall return without comment unrequired material or submissions without GC approval stamp

2. Any items requiring submittal of calculation packages shall have calculations submitted prior to or as part of the shop drawing submittal they accompany. Shop drawings submitted prior to submittal of required calculations will be rejected. All calculations shall be sealed and signed by an engineer licensed in the state of the project. The supplier's engineer must provide calculations for all systems and connections that differ from the drawings. Design shall comply with the requirements in these notes, the drawings and the specifications.

3. Prior to submittal of a shop drawing or any related material to SEH, the GC shall:

· Review each submission for conformance with the means, methods, techniques, sequences and operations of construction and safety precautions and programs incidental thereto, all of which are the sole responsibility of the GC.

· Review and approve each submission.

· Stamp each submission as approved.

4. SEH shall assume that no submission comprises a variation from the contract documents unless the GC advises SEH with written documentation. Should SEH require more than ten (10) working days to perform the review, SEH shall so notify the GC. Submittals shall include drawings and related material (if any) as indicated below.

· Masonry grout designs and material certificates including admixtures, compounds applied to the concrete after placement, and associated product data.

· Aggregate tests and concrete test history for each mix design, with the submission of masonry grout mix designs.

· Concrete masonry (CMU) block material certifications and samples for review by architecture. Structural steel and metal fabrication shop drawings including erection drawings and piece details.

· Fabricated engineered structure drawings and design calculations.

SPECIAL INSPECTION

1. Special Iinspection and testing is required according to the table below. Refer to specification section 01 45 10 for responsibilities. Contractor shall coordinate with SER, testing agency and geotechnical engineer throughout the project.

· Special Inspections shall be performed in accordance with IBC Chapter 17.

· Special Inspection of reinforcing steel and anchor rod placement shall be performed prior to concrete or grout placement or during anchor rod installation for adhesive anchors.

· Continuous inspection during masonry rebar installation and grouting is required. Inspector will confirm that existing cores are clear of debris prior to grouting.

· Continuous inspection of post-Installed anchors and rebar is required.

· It is assumed that shop welding will be performed on the premises of a fabricator registered and approved to perform such work without Special Inspection. G/C shall submit fabricator documents, standards, and procedures in accordance with IBC 1705.2.

· Reports of Special Inspections shall be provided, at the frequency noted above, to the Owner, Contractor, and Engineer of Record by the firm contracted to perform Special Inspections.

· Special Inspection criteria presented above and in specification shall apply to all footings and foundation walls, but does not apply to non-structural slab on grade and site work concrete.

#3

#4

#5

#6

#7

#8

#9

#10

#11

19 IN

25 IN

31 IN

37 IN

54 IN

62 IN

70 IN

78 IN

86 IN

24 IN

32 IN

40 IN

48 IN

70 IN

80 IN

90 IN

102 IN

113 IN

28 IN

37 IN

46 IN

56 IN

81 IN

93 IN

104 IN

117 IN

130 IN

36 IN

48 IN

60 IN

72 IN

105 IN

120 IN

135 IN

152 IN

169 IN

6 IN

8 IN

10 IN

12 IN

14 IN

16 IN

18 IN

20 IN

22 IN

REINF.

BAR SIZE BAR LAP * TOP BAR

90 DEGREE

END HOOKBAR LAP * TOP BAR

BEAMSWALL, COLUMN OR SLAB

* Denotes top bar splices: Horizontal reinforcement placed such that more than 12 inches of concrete is cast in the member below the splice.

METAL CONSTRUCTION

1. WELDING

2. DETAILS: BRACING, LOCATIONS, ETC.

3. BOLTING

4. OPEN-WEB STEEL JOISTS AND JOIST GIRDERS

5. STEEL DECK INCLUDING WELDING OR MECHANICAL FASTENING

6. COMPOSITE CONSTRUCTION INCLUDING HEADED STUD ANCHORS

CONCRETE CONSTRUCTION

3. INSPECT ANCHORS CAST IN CONCRETE

5. VERIFY USE OF REQUIRED DESIGN MIX (GROUT)

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

1. INSPECT REINFORCEMENT

4. INSPECT ANCHORS POST-INSTALLED IN CONCRETE

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES

9. INSPECT PRESTRESSED CONCRETE MEMBERS

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS

11. VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO

POST-TENSIONING CONCRETE AND PRIOR TO REMOVAL OF

SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS

OF THE CONCRETE MEMBER BEING FORMED

MASONRY CONSTRUCTION - LEVEL A

MASONRY CONSTRUCTION - LEVEL B

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS

2. PRISMS

1. REINFORCEMENT: SIZE AND SPACING

3. DETAILS: GROUTING, LINTELS, ETC.

X X X

X

X X

X X

X X X

X X X

X

X X

X X

X

X

X X X

X X

XX

X

X X

7. COLD FORMED STEEL TRUSSES SPANNING > 60FT

2. REINFORCING BAR WELDING

X

X

X

DESCRIPTION OF WORK PER IBC CHAPTER 17

INSPECTION

FREQUENCY

CO

NT

IN

UO

US

PE

RI

OD

IC

TESTING

YES NO

N/A

REQUIRED SPECIAL INSPECTION AND TESTS

BENJAMIN A. WOLF

40807

MECHANICAL SYMBOLS LEGEND

DESIGNATIONSSYMBOLDESIGNATIONSSYMBOLDESIGNATIONSSYMBOL DESIGNATIONSSYMBOL

PLUMBING

ACID VENT

ACID WASTE

DEIONIZED WATER SUPPLY

FILTERED WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER (TEMP. INDICATED)

DOMESTIC RECIRC. HOT WATER

HARD COLD WATER

OVERFLOW STORM DRAIN

REVERSE OSMOSIS WATER

SANITARY VENT

SANITARY WASTE

SOIL DRAINAGE TILE

SOFTENED COLD WATER

SOFTENED HOT WATER

TEMPERED WATER

STORM DRAIN

WELL WATER

AV

AW

DIS

HARD

SDT

RO

V

W

SOFT

SHW

TW

OSD

SD

WW

NPCW NON-POTABLE COLD WATER

NPHW NON-POTABLE HOT WATER

FW

HW

RHW

GW GREASE WASTE

DOMESTIC COLD WATERCW

CLEAR WATER VENTCWV

CLEAR WATER WASTECWW

DOM. RECIRC. HOT WATER (TEMP. INDICATED)140 RHW

PUMPED ACID WASTEPAW

PUMPED STORMPSD

PUMPED WASTEPW

COMPRESSED AIR (PSI INDICATED)10#A

MECHANICAL PIPING

BOILER FEED

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSATE DRAIN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

FUEL OIL FILL

GLYCOL SUPPLY

GLYCOL RETURN

HEAT RECOVERY SUPPLY

HEAT RECOVERY RETURN

HEATING WATER SUPPLY

HEATING WATER RETURN

LIQUIFIED PETROLEUM GAS

NATURAL GAS (PSI INDICATED)

PUMPED CONDENSATE

RADIATION WATER SUPPLY

RADIATION WATER RETURN

REFRIGERANT LIQUID

BF

CWS

CWR

CD

FOS

GS

GR

HRS

HRR

HWR

HWS

LPG

2#G

FOF

PC

RADS

CS

CR

FOR

FOV

RADR

RL

REFRIGERANT SUCTION

REFRIGERANT HOT GAS BYPASS

REHEAT WATER SUPPLY

REHEAT WATER RETURN

REMOTE RADIATOR SUPPLY

REMOTE RADIATOR RETURN

SECONDARY HEATING WATER SUPPLY

SECONDARY HEATING WATER RETURN

SNOW MELT SUPPLY

SNOW MELT RETURN

STEAM SUPPLY (PSI INDICATED)

STEAM CONDENSATE (PSI INDICATED)

RRS

RS

RHG

RHR

RHS

RRR

SHWS

SHWR

SMS

SMR

10#STM

10#SC

PIPE FITTINGS

ELBOW DOWN

PIPE CAP

ELBOW UP

TEE, OUTLET UP

TEE, OUTLET DOWN

CONNECTION, TOP

ECCENTRIC REDUCER

CONCENTRIC REDUCER

MEDICAL GAS

MEDICAL VACUUM

WASTE ANESTHETIC GAS DISPOSAL

CARBON DIOXIDE

OXYGEN

NITROGEN

NITROUS OXIDE

MEDICAL AIR

WAGD

CO2

O

N

MV

N2O

MA

PIPE UNION

PIPE FLANGE

ELBOW

TEE

FIRE PROTECTION

DFP

F FIRE PROTECTION

FIRE PROTECTION (DRY SYSTEM)

POST INDICATOR VALVE (PIV)

RECESSED FIRE DEPT CABINET

SURFACE MOUNTED FIRE DEPT CABINET

FIRE PROTECTION RISER

UPRIGHT SPRINKLER HEAD W/GUARD

PENDANT SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

BUTTERFLY VALVE W/TAMPER SWITCH

DETECTOR CHECK W/BYPASS METER

GRADE FIRE DEPT CONNECTION

FLUSH FIRE DEPT CONNECTION

FIRE DEPT VALVE W/CAP AND CHAIN

O.S. & Y. VALVE W/TAMPER SWITCH

DRY PIPE VALVE

PREACTION VALVE

TS

FDVC

FDVC

FDV

TS

ANNOTATION

(4)A-12"ø

GRILLE, REGISTER, &

DIFFUSER IDENTIFICATION

QUANTITY

CFM

TYPE

SIZE

X X

X X

X X

X X

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

EQUIP DESIGNATION

EQUIP NUMBER

POINT OF CONNECTION, NEW TO EXISTING

POINT OF DISCONNECTION

FTR/RP 01

6'-5"

0.5

HYDRONIC FINNED TUBE

RADIATION & RADIANT

PANEL IDENTIFICATION

TYPE ACTIVE

ELEMENT

LENGTHGPM

EBR 01

6'-5"

ELECTRIC BASEBOARD

RADIATION

IDENTIFICATION

ACTIVE

ELEMENT

LENGTH

ZONE VALVE BOXZVB

AREA ALARM PANELAAP

COMBINATION AREA/MASTER ALARM

PANEL

CAP

TYPE

INTERRUPTIBLE GASIG

PROCESS AND LABORATORY

LABORATORY AIR

LABORATORY VACUUM

ARGON

PROCESS WASTE

NITROGEN

HOUSE VACUUM

LV

AR

PRW

LA

N

HV

PROCESS VACUUMPV

INSTRUMENT AIRIA

ATMOSPHERIC STEAM SUPPLY

ATMOSPHERIC STEAM CONDENSATE

ATM STM

ATM SC

CONNECTION, BOTTOM

DARK DASHED LINE WEIGHT INDICATES

EXISTING ITEM TO BE DEMOLISHED.

GENERAL

LIGHT SOLID LINE WEIGHT INDICATES

EXISTING ITEM TO REMAIN.

DARK SOLID LINE WEIGHT INDICATES

NEW ITEM OR NEW LOCATION.

ROUND

12x12

12ø 12/12

RECTANGULAR (WxH)

FLAT-OVAL (W/H)

DUCT

DIMENSIONS

LIQUID NITROGENLN

MASTER ALARM PANELMAP

XXXX #-## EXISTING EQUIP NUMBER

EXISTING EQUIP DESIGNATION

MECHANICAL ABBREVIATIONS

AD AREA DRAIN

A.F.F. ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR HANDLING UNIT

ANB ACID NEUTRALIZING BASIN

AP ACCESS PANEL

ARCH ARCHITECT

AS AIR SEPARATOR

BD BUTTERFLY DAMPER

B/G BELOW GRADE

BTU BRITISH THERMAL UNIT

BWV BACKWATER VALVE

CCF HUNDRED CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CL CENTER LINE

CLG CEILING

CO CLEAN OUT

CONTR CONTRACTOR

CONV CONVECTOR

CUH…