SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL - BP#2 - CONSTRUCTION DOCUMENTS VOL 2.pdf

PDF 24 MB Posted Sep 9, 2026

Attached to: 26-029 Springport High and Elem School Addition and Renova
Solicitation number: RFP SPP 260000002583 2
Issued by: Kalamazoo County, Michigan

About this file

Written by GovTribe AI · Sep 11, 2026

This construction document set represents the architectural and structural design specifications for the Springport Public Schools High School and Elementary School addition and renovation project located at 300 West Main Street, Springport, Michigan 49284. The project encompasses the addition of 17,191 square feet including a new gymnasium and corridor space, renovation of the existing 153,054 square-foot facility, and demolition of an existing 8,374 square-foot gymnasium. The construction is organized into three phased occupancy periods: Phase 1 occupancy in August 2027, Phase 2 occupancy in August 2027, and Phase 3 occupancy in December 2028, with corresponding demolition phases beginning November 2026 and continuing through Summer 2027. The project is designed in accordance with the 2021 Michigan Building Code and 2012 NFPA 101 Life Safety Code, with Construction Type IIB classification for new work. The facility includes multiple occupancy groups: Group E (Education) for classroom spaces, Group A-2 (Cafeterias) for the cafetorium, and Group A-4 (Indoor Sports with Spectator Seating) for the gymnasium. The design incorporates automatic fire sprinkler systems in new and renovated areas, with specific code compliance requirements for egress, fire ratings, and accessibility standards.

The structural design establishes specific design loads and material specifications including roof dead loads of 20 PSF, floor dead loads of 64 PSF, roof live loads of 20 PSF, and wind speeds of 115 MPH ultimate design (92 MPH nominal). The project requires concrete with minimum 28-day compressive strength of 4,000 PSI for footings and interior slabs, and 4,500 PSI for weather-exposed elements. Structural materials include ASTM A615 Grade 60 reinforcing steel, masonry with 2,000 PSI compressive strength, and structural steel meeting AISC 360-16 standards. The construction documents include comprehensive special inspection and testing requirements for concrete placement, masonry construction, structural steel welding and bolting, and steel deck installation. The project design accommodates seismic forces based on Seismic Design Category B parameters, with mapped acceleration parameters of Ss=0.108 and S1=0.050. Plumbing fixture requirements are based on actual occupant loads of 489 students and staff for the elementary school, with 27 water closets and 18 lavatories provided. Energy performance requirements comply with ASHRAE Standard 90.1-2019 for Climate Zone 5A, specifying minimum insulation values for roof (R-30 for new construction), walls, and fenestration components. The construction documents were issued for permit dated August 28, 2026, prepared by Tower Pinkster architecture and engineering firm with construction management services provided by a firm located at 211 E Water Street, Suite 201, Kalamazoo, Michigan.

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Other files

File	Type	Posted
26-029 Project Manual Springport HS & Elem Addition & Reno.pdf	PDF	Sep 9, 2026
SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL - BP#2 - CONSTRUCTION DOCUMENTS VOL 1.pdf	PDF	Sep 9, 2026
SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL - BP#2 - CONSTRUCTION DOCUMENTS VOL 3.pdf	PDF	Sep 9, 2026

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Ea to n Ra pi ds

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Comdon Rd

W Main St

M ap le S t M e ch an ic

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S p ri ng p o rt

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Pope Church Rd

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Elmer Rd

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W Michigan Ave

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Devereaux Rd

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AREA OF WORK

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1 - SPRINGPORT FOOTBALL STADIUM

2 - SPRINGPORT MIDDLE SCHOOL

3 - SPRINGPORT HIGH SCHOOL & ELEMENTARY SCHOOL

4 - SPRINGPORT TRANSPORTATION BUILDING

5 - SPRINGPORT AGRICULTURE BUILDING

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DESIGN TEAM

ARCHITECT/ENGINEER

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SPRINGPORT HIGH SCHOOL &

ELEMENTARY SCHOOL

SPRINGPORT PUBLIC SCHOOLS

300 WEST MAIN STREET SPRINGPORT, MI 49284

BP#2 - CONSTRUCTION DOCUMENTS

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VILLAGE MAP

CAMPUS MAP

CONSTRUCTION MANAGER

211 E WATER ST. SUITE 201

KALAMAZOO, MI 49007

PHONE: 269.910.1347

REFERENCED CODES

BUILDING:

ENERGY:

PLUMBING:

MECHANICAL:

FUEL GAS:

ELECTRICAL:

BARRIER-FREE:

USE GROUP:

CONSTRUCTION TYPE:

AUTOMATIC SPRINKLERS:

2021 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

2021 MICHIGAN ENERGY CODE

2021 MICHIGAN PLUMBING CODE

2021 MICHIGAN MECHANICAL CODE

(IFGC) 2021 INTERNATIONAL FUEL GAS CODE

2023 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

2021 MICHIGAN BUILDING CODE AND 2017 ICC & C A117.1

E, A2, A4

IIB, IIIB

EXISTING ELEMENTARY - NON-SPRINKLED

PROJECT AREA

EXISTING BUILDING: 153,054 SF

EXISTING GYM BEING DEMOLISHED: 8,374 SF

242 E KALAMAZOO AVE. SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

GYM & CORRIDOR ADDITION: 17,191 SF

ISSUED FOR DATE

PROPOSED ADDITION & RENOVATION - SPRINKLED

VOLUME - 2

NOTE:

MOUNT EQUIPMENT AS SHOWN UNLESS SPECIFIED OTHERWISE.

MAX TWO DEVICES IN ONE HIGHER MOUNT

LOCATION AT LATCH SIDE OF DOOR, PROVIDE RFI

IF MORE DEVICES ARE NECESSARY. WHERE THERE

IS ONE DEVICE, CENTER OVER LOWER DEVICE. (TO

BE WITHIN ADA HEIGHT). (IF SWITCH CANNOT BE

LOCATED ON LATCH SIDE, LOCATE ONE DOOR

LEAF AWAY ON HINGE SIDE.)

DOOR

LOW DEVICES

RECEPTACLEVOICE/DATA

MASONRY COURSING

(WHERE APPLICABLE)

LIGHT SWITCH

F.A. AUDIO/VISUAL

ALIGNMENT NOTES

• ALIGN AND LOCATE CLOSE TOGETHER ANY DEVICES INSTALLED WITHIN 6' HORIZONTALLY.

• CENTER ALL DEVICES WHERE INDICATED ON COLUMN WRAP OR BUMP OUT; STACK AND ALIGN VERTICALLY.

• INSTALL DEVICES AT HEIGHTS INDICATED IN SYMBOL LEGEND UNLESS STACKING PER THIS DETAIL.

• WHERE HEIGHT IS SPECIFICALLY NOTED ON FLOOR PLANS, USE THAT MOUNTING HEIGHT

• CENTER ON DOORFRAME OR WHITEBOARDS ANY DEVICES INDICATED ABOVE.

O R L

A N D

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6' - 0" MIN.

4" MAX

CAMERAS, CLOCKS, WALL

OCCUPANCY SENSORS

WHITE BOARD (WHERE APPLICABLE -

VERIFY WITH DETAILS/PLANS PROPER

INSTALL HEIGHT) CENTER ANY SINGLE

DEVICE WITH CENTER OF WHITE BOARD

ANY DEVICES

SHOWN OVER DOOR

TO BE CENTERED.

EQ EQ

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SHORT THROW PROJECTOR

WHERE APPLICABLE

~12"

FA PULL STATION - HINGE SIDE

OF DOOR 1-LEAF AWAY WITHIN

5'-0" OF EXTERIOR OR STAIR

DOORS, WHEN WALL MOUNT

STROBES ARE ON PROJECT,

ALIGN ABOVE.

WHEN DEVICES ARE WITHIN DIMENSION, STACK

HIGH/LOW VERTICALLY AND GROUP DEVICES AT

SAME HEIGHT. UNLESS DEVICES IS PART OF

TECHNOLOGY DETAIL GROUPING OR SERVING A

FURNITURE GROUP.

CASEWORK, COORDINATE DEVICE BOTTOM

TO BE 2" OVER BACKSPLASH OR OVER

COUNTERTOP (IF NO BACKSPLASH). FOR

LARGE FORMAT TILE, ALIGN EDGE OF DEVICE

WITH HORIZONTAL GROUT LINE CLOSEST TO

COUNTERTOP.

COORDINATE OUTLET LOCATIONS WITH

GROUT LINES, EDGE OF DEVICE ON GROUT

LINE IF POSSIBLE. COORDINATE WITH

INTERIOR DESIGN DRAWINGS.

TYPICAL COLUMN

ENCLOSURE, CHASE OR

BUMP-OUT WITH DEVICES

INDICATED IN PLANS.

EQ EQ

EQEQEQEQ

THERMOSTAT,

SENSORS OR AV

CONTROLLER, CARD

READER, ETC.

DEVICES TO BE 4" MAX DISTANCE APART

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A 301

A 311

A 00A-1

A 321

ROOM NUMBER

SHEET NUMBER

DETAIL NUMBER

ROOM NAME

100'-0" : 100'-0"

DISTANCE IN THE "X" DIRECTION FROM THE "Y" BASE LINE

DISTANCE IN THE "Y" DIRECTION FROM THE "X" BASE LINE

TYPICAL SYMBOLS AND REFERENCES

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

ELEVATION LETTER

SHEET NUMBER

ELEVATION NUMBER

BARRIER-FREE

REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

ELEVATION TAG FOR FLOOR PLANS AND

ELEVATION TAG FOR EXTERIOR

ELEVATIONS AND BUILDING SECTIONS

REFLECTED CEILING PLANS

ELEVATION TAG FOR FLOOR PLANS AND

ELEVATION TAG FOR EXTERIOR

ELEVATIONS AND BUILDING SECTIONS

REFLECTED CEILING PLANS

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS

TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

FINISH FLOOR

ELEVATION 100'-0"

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

NOTE:

ROOM NAMES AND NUMBERS ON PLANS ARE

FOR CONSTRUCTION PURPOSES ONLY.

COORDINATE WITH OWNER REGARDING

PROPOSED NUMBERS FOR ALL SIGNAGE,

SCHEDULE AND PANEL DESIGNATIONS.

DETAIL REFERENCE BUBBLE

BUILDING SECTION REFERENCE BUBBLE

EXTERIOR ELEVATION REFERENCE BUBBLE

INTERIOR ELEVATION REFERENCE BUBBLE

ELEVATION TAG - EXISTING

ELEVATION TAG - NEW

U N

ROOM NAME

A101A

A 502

ROOM IDENTIFICATION TAG

UNIT MATCHLINES

DETAIL TITLE

TYPICAL NOTATION SYMBOLS

ELEVATION AND SECTION REFERENCE SYMBOLS

WORKING POINT LAYOUT TAG

BORROWED LIGHT AND DOOR IDENTIFICATION

SYMBOLS

DETAIL TITLE

1" = 0'-1"

A 101

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SCALE: NONE

DEVICE ALIGNMENT GUIDELINES

LIST OF ABBREVIATIONS

ACP ACOUSTICAL PANEL CEILING

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ANOD ANODIZED

CFMF COLD FORMED METAL FRAMING

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

DCMU DECORATIVE CONCRETE MASONRY UNIT

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FRT FIRE RESISTANT TREATED

FV FIELD VERIFY

GYP BD GYPSUM BOARD

HM HOLLOW METAL

LVL LAMINATED VENEER LUMBER

MCM METAL COMPOSITE MATERIAL WALL PANEL

OC ON CENTER

PT PRESERVATIVE TREATED

PNT PAINT

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

TYP TYPICAL

VIF VERIFY IN FIELD

WD WOOD

GENERAL NOTES - ARCHITECTURAL - NEW CONSTRUCTION

1 THE OWNER RESERVES THE RIGHT TO REMOVE ANY ITEM FROM THE PROJECT PRIOR TO

COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

2 ALL EXISTING CONDITIONS SHOULD BE FIELD VERIFIED BEFORE WORK BEGINS.

3 DIMENSIONS GIVEN ARE ACTUAL AND ARE TO THE FACE OF MASONRY UNITS OR TO THE

FACE OF STUD FRAMING, UNLESS NOTED OTHERWISE.

4 DETAILS SHOWN ILLUSTRATE DESIGN INTENT, NOT ALL POSSIBLE CONDITIONS. FOR

CONDITIONS NOT SHOWN, USE DETAILS CLOSEST TO CONDITION IN QUESTION.

5 EXTEND ALL INTERIOR WALL PARTITIONS FROM FLOOR TO STRUCTURE/DECK ABOVE

UNLESS NOTED OR DETAILED OTHERWISE.

6 WITHIN BUILDING INTERIOR PROVIDE BULLNOSE BLOCK IN CMU WALL ASSEMBLIES AT

ALL EXPOSED OUTSIDE CORNERS, INCLUDING WINDOW AND DOOR JAMBS, UNLESS

NOTES OR DETAILED OTHERWISE. PROVIDE SQUARE CORNERS AT ALL LOCATIONS

FINISHED WITH WALL TILE, REFER TO FINISH PLANS (I100 SHEETS) FOR LOCATIONS.

7 TOOTH-IN MASONRY AT NEW OPENINGS IN EXISTING WALLS.

8 TOOTH-IN NEW MASONRY INFILL INTO EXISTING OPENINGS AT ALL BULLNOSE BLOCK

LOCATIONS.

9 STUD WALLS SPANNING OVER 12'-0" IN HEIGHT SHALL BE A MINIMUM OF 20 GAGE.

10 DOORS ARE TO BE 4" FROM CORNER OF ROOM, UNLESS NOTED OR DIMENSIONED

OTHERWISE.

11 FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES AND

CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

12 FIRESEAL ALL PENETRATIONS, SUCH AS, PIPES, DUCTS, CONDUITS, ETC. THROUGH FIRE

AND/OR SMOKE RATED ASSEMBLIES.

13 FOR CONTROL JOINT (C.J.) LOCATIONS REFER TO EXTERIOR ELEVATIONS AND/OR FLOOR

PLANS.

14 PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

FINISHES. USING OIL-BASED PAINT, NOT LATEX WALL PAINT.

15 PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

16 PROVIDE ALL ASSOCIATED CURBS FOR ROOF TOP EQUIPMENT AND MECHANICAL ROOF

TOP UNITS. LARGE VOIDS BELOW THE AIR HANDLING UNITS SHALL BE FILLED WITH

INSULATION AS SPECIFIED FOR NOISE CONTROL.

17 ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF PATCHING TO

MATCH EXISTING ADJACENT.

18 AT AREAS THAT REQUIRE DEMOLITION OF ADJACENT MATERIALS OR FINISHES FOR THE

INSTALLATION OF NEW WORK, THE DISTURBED ITEMS INTENDED TO BE EXISTING TO

REMAIN SHALL BE PATCHED OR RESTORED TO ORIGINAL CONDITION.

GENERAL NOTES - ARCHITECTURAL - DEMOLITION

1 CONTRACTORS ARE REQUIRED TO INSPECT/REVIEW THE EXISTING BUILDING PRIOR TO

RELATED DEMOLITION WORK. UNLESS NOTED OTHERWISE, REMOVAL OF ANY WALL,

FLOOR OR CEILING INCLUDES ALL GENERAL MECHANICAL AND ELECTRICAL ITEMS WHICH

ARE A PART OF, OR ATTACHED TO IT.

2 CONTRACTOR SHALL VERIFY ALL EXISTING JOB SITE CONDITIONS AND DIMENSIONS AND

BE RESPONSIBLE FOR THE SAME ADVISE CONSTRUCTION MANAGER OF ANY AND ALL

DISCREPANCIES.

3 PATCH FLOORS, WALLS AND CEILINGS DAMAGED DURING CONSTRUCTION AND

DEMOLITION AS REQUIRED. FINISH TO MATCH EXISTING.

4 ACCOMMODATE NEW CONSTRUCTION IF NOT INDICATED.

5 PROTECT ALL EXISTING FINISHES THROUGHOUT PROJECT.

6 REFER TO DEMOLITION ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL

INFORMATION.

7 REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR

ADDITIONAL DEMOLITION NOTES.

8 SALVAGE ALL UNISTRUT AND PROTECT FOR RE-USE IN NEW CONSTRUCTION, IF

REQUIRED.

9 AT LOCATIONS OF REMOVED WALLS, ALL ASSOCIATED ITEMS ATTACHED TO THE WALL

ARE TO BE REMOVED. SUCH AS: DOORS, WINDOWS, FRAMES, MARKERBOARDS,

TACKBOARDS, TACK STRIPS, ETC.

ISSUED FOR DATE

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2021 MICHIGAN REHABILITATION CODE SUMMARY

ALTERATION - ANY CONSTRUCTION OR RENOVATION TO AN EXISTING STRUCTURE OTHER THAN REPAIR OR ADDITION. ALTERATIONS ARE CLASSIFIED AS LEVEL 1, LEVEL 2 AND LEVEL 3

WORK AREA - THAT PORTION OR PORTIONS OF A BUILDING CONSISTING OF ALL RECONFIGURED SPACES AS INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK AREA EXCLUDES OTHER PORTIONS OF THE BUILDING

WHERE INCIDENTAL WORK ENTAILED BY THE INTENDED WORK MUST BE PERFORMED AND PORTIONS OF THE BUILDING WHERE WORK NOT INITIALLY INTENDED BY THE OWNER IS SPECIFICALLY REQUIRED BY THIS

CODE.

ALTERATION - LEVEL 1 (MRC 602.1)

SCOPE - LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR

FIXTURES THAT SERVE THE SAME PURPOSE.

ALTERATION - LEVEL 2 (MRC 603.1)

SCOPE - LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE

INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

ALTERATION - LEVEL 3 (MRC 604.1)

SCOPE - LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA

CHANGE OF OCCUPANCY (MRC 605.1)

SCOPE - ANY ACTIVITY CLASSIFIED AS A CHANGE OF OCCUPANCY AS DEFINED IN CHAPTER 2. SHALL COMPLY WITH CHAPTER 10

MATERIALS AND METHODS (MRC 702.7)

ALL NEW WORK SHALL COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS IN THE INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY CODE, INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL PLUMBING CODE, AS APPLICABLE, THAT SPECIFY

STANDARDS, DETAIL OF INSTALLATION AND CONNECTION, JOINTS, PENETRATIONS, AND CONTINUITY OF ANY ELEMENT, COMPONENT OR

SYSTEM IN THE BUILDING.

ENERGY CONSERVATION, MINIMUM REQUIREMENTS (MRC 708.1)

LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES DO NOT REQUIRE THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY

CONSERVATION. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS AS THEY RELATE TO NEW CONSTRUCTION ONLY.

2021 MBC CODE SUMMARY / 2012 NFPA 101 CODE SUMMARY

EXISTING BUILDING - 153,054 SF

EXISTING GYM BEING DEMOLISHED - 8,375 SF

BUILDING GYM AND CORRIDOR ADDITION - 17,191SF

ADDITIONS ARE SEPARATED FROM THE EXISTING BUILDING WITH A FIRE WALL

OCCUPANCY

E (MBC 305) EDUCATION

A-2 (MBC 303.3) CAFETERIAS

A-4 (MBC 303.5) INDOOR SPORTS WITH SPECTATOR SEATING

ALLOWABLE HEIGHT (FEET) (MBC 504.3)

A & E = 75’ MAX SPRINKLERED (55' MAX NOT SPRINKLERED)

ALLOWABLE HEIGHT (STORIES) (MBC 504.4)

E = 3 STORIES SPRINKLERED (2 STORIES NOT SPRINKLERED)

A-2 = 3 STORIES SPRINKLERED (2 STORIES NOT SPRINKLERED)

A-4 = 3 STORIES SPRINKLERED (2 STORIES NOT SPRINKLERED)

ALLOWABLE AREA (MBC 506.2)

E = 58,000 SF - SINGLE STORY SPRINKLED, IIB CONSTRUCTION

E = 14,500 SF - SINGLE STORY NOT SPRINKLED, IIIB CONSTRUCTION

A-2 = 38,000 SF - SINGLE STORY, SPRINKLERED, IIB CONSTRUCTION

A-4 = 38,000 SF - SINGLE STORY, SPRINKLERED, IIB CONSTRUCTION

REQUIRED SEPARATION OF OCCUPANCIES (HOURS) (MBC 508.4)

E/A = NO SEPARATION REQUIREMENT

CONSTRUCTION TYPE (MBC CH 6)

IIB (MBC CH6)

FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (MBC TABLE 601)

TYPE IIB CONSTRUCTION

PRIMARY STRUCTURE 0 HOUR

BEARING WALLS

INTERIOR 0 HOUR

EXTERIOR 0 HOUR

NONBEARING WALLS AND PARTITIONS (MBC TABLE 602)

EXTERIOR 0 HOUR (10’-30’)

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

FIRE RESISTANT RATING REQUIREMENTS FOR EXTERIOR WALLS (TABLE 705.5)

IIB - OCCUPANCIES A & E - O HOURS

FIRE WALL FIRE RESISTANCE RATINGS (MBC TABLE 706.4)

OCCUPANCIES A & E NEED 2 HOUR FIRE WALLS

HORIZONTAL CONTINUITY (MBC TABLE 706.5)

FIRE WALLS SHALL BE CONTINUOUS AND EXTEND PAST EXTERIOR WALL NOT LESS THAN 18 INCHES

EXCEPTION 2 - AT NON COMBUSTIBLE EXTERIOR WALL, THE RATING CAN EXTEND 4 FEET HORIZONTALLY ON BOTH SIDES OF THE FIRE WALL

VERTICAL CONTINUITY (MBC TABLE 706.6)

FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT NOT LESS THAN 30 INCHES ABOVE THE

ADJACENT ROOFS

EXCEPTIONS:

WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR SLABS WHERE

BOTH BUILDINGS ARE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF SHALL NOT BE LOCATED

WITHIN 4 FEET OF THE FIRE WALL.

FIRE PARTITIONS (MBC 708.1)

CORRIDOR WALLS PER SECTION 1020.3

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (MBC TABLE 803.13)

OCCUPANCY GROUPS E - SPRINKLERED

CLASS B - INTERIOR STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

CLASS B - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS

CLASS C - ROOMS AND ENCLOSED SPACES

OCCUPANCY GROUPS A - SPRINKLERED

CLASS B - INTERIOR STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS

CLASS B - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS

CLASS C - ROOMS AND ENCLOSED SPACES

FIRE ALARM AND DETECTION SYSTEMS (MBC 907.2.3 GROUP E)

A MANUAL ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATION SIGNAL UTILIZING AN EMERGENCY VOICE/ ALARM

COMMUNICATION SYSTEM MEETING THE REQUIREMENTS OF SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE WITH SECTION

907.6 SHALL BE INSTALLED IN GROUP E OCCUPANCIES. WHERE AUTOMATIC SPRINKLER SYSTEMS OR SMOKE DETECTORS ARE

INSTALLED, SUCH SYSTEMS OR DETECTORS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM.

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (MBC 1004.5)

EDUCATION CLASSROOM - 1/20 SF NET

EDUCATION VOCATIONAL - 1/50 SF NET

EDUCATION LOCKER ROOM - 1/15 GROSS

ASSEMBLY - 1/5 SF NET STANDING SPACE

ASSEMBLY - 1/15 SF NET UNCONCENTRATED TABLES AND CHAIRS

BUSINESS AREAS - 150 GROSS

STORAGE - 1/300 GROSS

NUMBER OF EXITS OR ACCESS TO EXITS (MBC TABLE 1006.3.3)

OCCUPANT LOAD PER STORY = 1-500 OCCUPANTS = 2 EXITS MINIMUM PER STORY OR ACCESS TO EXITS PER STORY

PANIC AND FIRE HARDWARE (MBC 1010.2.9)

DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN GROUP A & E OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE OR FIRE EXIT

HARDWARE.

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)

200’ MAX OCCUPANCY A & E (MBC TABLE 1017.2 UNSPRINKLERED)

250’ MAX OCCUPANCY A & E (MBC TABLE 1017.2 SPRINKLERED)

CORRIDOR FIRE RESISTANCE RATING (MBC TABLE 1020.1)

1 HOUR

0 HOUR RATING WITH SPRINKLERS PER 903.3.1.1 OR 903.2.1.2

CORRIDORS WIDTH AND CAPACITY (MBC TABLE 1020.2)

72” MINIMUM REQUIRED IN GROUP E WITH 100 OR MORE OCCUPANTS

DEAD ENDS (MBC TABLE 1020.5)

WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH.

COMMON PATH OF TRAVEL (MBC 1030.8)

OCCUPANCY A & E: 30 FEET FROM ANY SEAT TO A POINT WHERE AN OCCUPANT HAS A CHOICE OF TWO PATHS

50 FEET IN SMOKE PROTECTED OPEN AIR ASSEMBLY SEATING

75 FEET COMMON PATH IS ALLOWED WITH LESS THAN 50 OCCUPANTS

SERVICES (MBC 1109.2.1)

IF A SERVICE OR FACILITY IS PROVIDED IN AN AREA THAT IS NOT ACCESSIBLE, THE SAME SERVICE OR FACILITY SHALL BE PROVIDED ON AN ACCESSIBLE LEVEL AND SHALL BE ACCESSIBLE.

WHEELCHAIR SPACES (MBC 1109.2.2)

IN ROOMS AND SPACES USED FOR ASSEMBLY PURPOSES WITH FIXED SEATING, ACCESSIBLE WHEELCHAIR SPACES SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 1108.2.2.1 AND 1108.2.2.3

2021 MICHIGAN PLUMBING CODE

TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

ACTUAL OCCUPANT LOAD FOR PLUMBING FIXTURES (MPC 403.1 EXCEPTION. NO.1)

SPRINPGORT ELEMENTARY SCHOOL: PLUMBING FIXTURE COUNT IS BASED ON ACTUAL OCCUPANT LOAD = 489 OCCUPANTS (457 STUDENTS + 32 STAFF)

WATERCLOSETS (MPC 403.1)

SPRINGPORT ELEMENTARY SCHOOL:

1 PER 50 - E OCCUPANCY

489 TOTAL OCCUPANTS / 2 = 245/ 50 = 4.9 = 5

REQUIRED – (10 TOTAL) - 5 WCs FOR BOTH MEN AND WOMEN

PROVIDED – (27 TOTAL) - 6 WCs FOR MEN & 14 WCs FOR WOMEN (20 WCs AND 7 URs)

URINALS (MPC 424.2) SUBSTITUTION FOR WATER CLOSETS.

IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT OF THE REQUIRED WATER CLOSETS IN ASSEMBLY AND

EDUCATIONAL OCCUPANCIES. URINALS SHALL NOT SUBSTITUTE FOR MORE THAN 50 PERCENT OF THE REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES.

LAVATORIES (MPC 403.1)

SPRINGPORT ELEMENTARY SCHOOL:

1 PER 50 - E OCCUPANCY

489 TOTAL OCCUPANTS / 2 = + 245/ 50 = 4.9 = 5

REQUIRED – (10 TOTAL) – 5 LAVs FOR BOTH MEN AND WOMEN

PROVIDED – (18 TOTAL) – 9 LAVs FOR MEN & 10 LAVs FOR WOMEN

DRINKING FOUNTAIN (MPC 403.1)

WAVERLY ECEC:

1 PER 100 REQUIRED - E OCCUPANCY

489 TOTAL OCCUPANTS / 100 = 4.8 = 5

REQUIRED – (5 TOTAL DFs)

PROVIDED – (7 TOTAL DFs) PLUS (1) BOTTLE FILLER

(MPC 410.4) SUBSTITUTION (FOR DRINKING FOUNTAINS)

IN OCCUPANCIES OTHER THAN RESTAURANTS WHERE DRINKING FOUNTAINS ARE REQUIRED, WATER DISPENSERS SHALL

BE PERMITTED TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS.

OTHER (MPC 403.1)

SPRINGPORT ELEMENTARY SCHOOL:

X SERVICE SINK REQUIRED

X SERVICE SINKS PROVIDED

ENERGY CODE

ASHRAE STANDARD 90.1 - 2019

TABLE 5.5-5 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 5A

NONRESIDENTIAL

5.1.3 ENVELOPE ALTERNATIONS, EXCEPTION #5

THE ROOF ALTERATIONS NEED NOT COMPLY WITH THESE REQUIREMENTS, PROVIDED SUCH ALTERATIONS WILL NOT INCREASE THE ENERGY USAGE OF THE

BUILDING - #5 ROOF RECOVERING.

ROOFS INSULATION ENTIRELY ABOVE DECK

MAX U-0.032, MIN R-20 c.i. AT EXISTING ROOFS, MIN R-30 c.i. AT NEW ROOFS

WALLS ABOVE GRADE

MASS MAX U-0.090, MIN R-11.4 c.i.

STEEL FRAMED MAX U-0.055, MIN R-13 + R-10 c.i.

WALLS BELOW GRADE

MAX C-0.119, R-7.5 c.i.

FLOORS

MASS MAX U-0.057, MIN R-14.6 c.i.

STEEL JOIST MAX U-0.038, MIN R-30

SLAB ON GRADE FLOORS

HEATED MAX F-0.688, MIN R-15 FOR 24 IN.

OPAQUE DOORS

SWINGING MAX U-0.370

FENESTRATION - 0% TO 40% OF WALL

FIXED - MAX U-0.36, MAX SHGC-0.38

OPERABLE - MAX U-0.45, MAX SHGC-0.33

ENTRANCE DOOR - MAX U-0.63, MAX SHGC-0.33

SKYLIGHTS - 0% TO 3% OF ROOF

ALL TYPES - MAX U-0.50, MAX SHGC-0.40

ISSUED FOR DATE

DN DN

T T

TTT

U N

IT A

U N

IT K

U N

IT K

U N

IT J

U N

IT K

U N

IT J

U N

IT J

U N

IT H

U N

IT G

U N

IT F

U N

IT A

U N

IT G

U N

IT F

U N

IT E

U N

IT B

U N

IT C

U N

IT A

U N

IT B

U N

IT B

U N

IT C

U N

PHASE 3

P H A S E

TEMP WALLS

PHASE 2

OCCUPANCY PHASE 2

AUGUST 2027

OCCUPANCY PHASE 2

AUGUST 2027

OCCUPANCY PHASE 1

AUGUST 2027AUGUST 2027

TEMPORARY

CONSTRUCTION

FENCING

TEMPORARY

CONSTRUCTION

GATE

OCCUPANCY PHASE 3

DECEMBER 2028

OCCUPANCY PHASE 3

DECEMBER 2028

UNIT A UNIT B

UNIT A UNIT C

UNIT A UNIT K

UNIT K UNIT J

UNIT J UNIT H UNIT H UNIT F

UNITG UNIT F

UNIT J UNIT H

UNIT F UNIT D

UNIT B UNIT C

UNIT J UNIT H

UNIT F UNIT E

UNIT F UNIT D

T E M

P W

A L L

T E M

P W

A L L

T E M

P W

A L L

TEMP WALL

T E M

P W

A L L

TEMPORARY

CONSTRUCTION

FENCING

TEMPORARY

CONSTRUCTION

GATE

DEMO PHASE 1

NOVEMBER 2026

DEMO PHASE 2

SUMMER 2027

DEMO PHASE 2

SUMMER 2027

DEMO PHASE 2

SUMMER 2027

UNIT J UNIT C

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

P H

A S

P L A

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1" = 50'-0"

OVERALL FIRST FLOOR OCCUPANCY PLAN

1" = 50'-0"

OVERALL FIRST FLOOR DEMOLITION PHASING PLAN

UPUP

T T

TTT

T S

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

UNIT A

UNIT B

U N

IT B

U N

IT C

UNIT B UNIT C

U N

IT A

U N

IT K

U N

IT K

U N

IT J

U N

IT K

U N

IT J

U N

IT J

U N

IT G U

U N

IT G

U N

IT F

U N

IT C

U N

IT G

U N

UNIT F

UNIT E

U N

HS MEDIA

CENTER

C352

CLASSROOM

C426

CLASSROOM

C241

CLASSROOM

C347

CLASSROOM

F112CLASSROOM

F111

CLASSROOM

C348

CLASSROOM

C412

CLASSROOM

C236

CLASSROOM

C235

FACULTY

D120

CLASSROOM

C384

CLASSROOM

C383

CLASSROOM

C314

CLASSROOM

C313

CLASSROOM

C379

CLASSROOM

C382

CLASSROOM

C386

WOOD

F119

CLASSROOM

F116

AG SCIENCE

F117

CLASSROOM

F113

CLASSROOM

F127

MECH.

F128

BAND

F108

CHOIR

F101

RECEPTION

D110

HIGH SCHOOL

GYM

H357

KITCHEN

H446

GYMNASIUM

C116

U. MICH

HEALTH

RECEPTION

C115

CLASSROOM

B121

CLASSROOM

B119

CLASSROOM

B118

CLASSROOM

B117

CLASSROOM

B122

CLASSROOM

B123 CLASSROOM

B125

CLASSROOM

B126

CLASSROOM

A415

CLASSROOM

A418

CLASSROOM

A289

CLASSROOM

A412

CLASSROOM

A403

ELEM. MEDIA

CENTER

J100

CLASSROOM

J102

CLASSROOM

J101

CLASSROOM

J109

CLASSROOM

J110

CLASSROOM

J111

CLASSROOM

J112

CLASSROOM

J113

CLASSROOM

K106

CLASSROOM

K105

CLASSROOM

K104

CLASSROOM

K107

CLASSROOM

K108

CLASSROOM

K103

CLASSROOM

K102

CLASSROOM

K101

CLASSROOM

K100

CLASSROOM

K111

CLASSROOM

K110

CLASSROOM

K109

CORRIDOR

C123

SCENE SHOP

G114

FEC

D. -

113' - 0"

D. - 250' -

T .D

P .T

T .D

P .T

D. -

121' - 4"

D. -

250' - 0"

T .D

P .T

ELEMENTARY SCHOOL EAST

CLASSROOM WING 2,499 SF TOTAL

UNSPRINKLED 10,145 LEVEL 2

ALTERATION 18% LEVEL 2 ALTERATION

E - NS - IIIB - 14,500 SF ALLOWED

GYMNASIUM 9,402 SF TOTAL SPRINKLED

A4 - S1 - IIB - 38,000 SF ALLOWED

CAFETORIUM 6,866 SF TOTAL SPRINKLED

A2 - S1 - IIB - 38,000 SF ALLOWED

XFEC

XFE

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

2-HOUR FIRE WALL

-H

O U R F

E W

C.P.T. - 64' - 6"

C.P.T. - 79' - 10"

C .P

EGRESS

EGRESS340

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

COURTYARD

C200

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

O V

E R

A L

L C

O D

E C

O M

P L

N C

E P

L A

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

BUILDING: 2021 MICHIGAN BUILDING CODE & 2012 NFPA 101 LIFE SAFETY

CODE

REHABILITATION 2021 MICHIGAN REHAB CODE 2021

ENERGY: 2021 MICHIGAN ENERGY CODE

PLUMBING: 2021 MICHIGAN PLUMBING CODE

MECHANICAL: 2021 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2023 MICHIGAN ELECTRICAL CODE, PART 8

BARRIER FREE: 2021 MICHIGAN BUILDING CODE & 2017 ICC & C A117.1

USE GROUP: E (EDUCATION)

CONSTRUCTION TYPE: II B

SPRINKLERS: YES

ADDITION SF 16200 SF

1" = 30'-0"

OVERALL CODE COMPLIANCE PLAN

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

U N

IT B

U N

IT C

CLASSROOM

B126

CLASSROOM

B121

CORRIDOR

B470

CLASSROOM

B119

CLASSROOM

B118

CLASSROOM

B117

CLASSROOM

B122

CLASSROOM

B123

CLASSROOM

B125

UNIT A

UNIT B

U N

IT B

U N

IT C

FEC

-H

O U R F

E W

T .D

P .T

T .D

P .T

T .D

P .T

EGRESS

COURTYARD

C200

ELEMENTARY SCHOOL EAST CLASSROOM

WING 2,499 SF TOTAL UNSPRINKLED

10,145 LEVEL 2 ALTERATION 18% LEVEL

2 ALTERATION

E - NS - IIIB - 14,500 SF ALLOWED

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT B

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

T S

C .P

U N

IT B

U N

IT C

GYMNASIUM

C116

ELEC.

C117

STORAGE

C118

STORAGE

C119

BOARD ROOM

C106

VESTIBULE

C100

VESTIBULE

C124

CORRIDOR

C123

OFFICE

C122

E.C.

C121

T.R.

C120

MEN'S

G100

CLASSROOM

B126

CLASSROOM

B121

CORRIDOR

B470

STORAGE

C185

CORRIDOR

C126

U N

IT B

U N

IT C

FEC

2-HOUR FIRE WALL

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

T .D

P .T

D. -

121' - 4"

D. -

250' - 0"

GYMNASIUM 9,402 SF TOTAL SPRINKLED

A4 - S1 - IIB - 38,000 SF ALLOWED

EGRESS

E G

R E

S S

E G

R E

S S

U N

DRESSING

ROOM

G103

COURTYARD

C200

NONSTRUCTURAL DECORATIVE GLUE LAMINATED

ARCHES W/ INTUMESCENT PAINT FINISH TO MEET

CLASS C, ASTM E84 FINISH. REFER TO INTERIORS

FOR COLOR OF FINISH

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT C

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

T S

C.P.T. - 79' - 10"

C.P.T. - 64' - 6"

MEN'S

G100

CORRIDOR

C126

CAFETORIUM

G111

STAGE

G110

GREEN ROOM

G102

CHOIR

F101

COOLER

F129

FREEZER

F130

VENDING

G112

STORAGE

J108

OFFICE

J107

SCENE SHOP

G114

CUSTODIAL

G113

CLASSROOM

J109CLASSROOM

J110

MECH.

J103

OFFICE

J104

BOYS

J105

GIRLS

J106

T.R.

G104

G105

STORAGE

G106

U N

IT G

U N

IT F

U N

IT J

U N

IT H

U N

SERVING

H444

FEC

XFEC

2-HOUR FIRE WALL

-H

O U R F

E B

A R R

-H

O U R F

E W

2-HOUR FIRE WALL

-H

O U R F

E W

D. -

113' - 0"

D. - 250' -

E G

R E

S S

E G

R E

S S

E G

R E

S S

WOMEN'S

G101

DRESSING

ROOM

G103

U N

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT G

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

J K

ISSUED FOR DATE

CAFETORIUM 6,866 SF TOTAL SPRINKLED

A2 - S1 - IIB - 38,000 SF ALLOWED

U N

IT J

U N

IT H

HIGH SCHOOL

GYM

H357

MENS TEAM

LOCKER ROOM

H356

WOMENS TEAM

LOCKER ROOM

H324

PASSAGE

H392

STAIR

H279

STAIR

H431

PASSAGE

H281

STORAGE

H355

PE/COACHES

OFFICE

H396

PE/COACHES

OFFICE

H393

STORAGE

C330

KITCHEN

H446

SERVING

H444

LOBBY

H442

LOBBY

H464

VESTIBULE

H462

VESTIBULE

H441

CORRIDOR

H479

XFEC

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

TRAVEL DISTANCE TO EGRESS DOOR (T.D.)

PERMITTED MAXIMUM TRAVEL DISTANCE PER

CONDITION (P.T.D.)

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

XFE

XFEC

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE PARTITION - 708 2

1 HOUR FIRE PARTITION - 708 3

SMOKE RESISTANT 4

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

T.D. - 100' - 0"

P.T.D. - 200' - 0"

COMMON PATH OF TRAVEL (C.P.T.)

DIRECTION OF EGRESS

C.P.T. - 50' - 0"

MAIN EGRESS EXIT SECONDARY EGRESS EXIT

SMOKE EVACUATION H HORIZONTAL EGRESS

CLASSROOM

A000A

ROOM NAME AND ROOM NUMBER

ROOM AREA

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

1 HOUR FIRE BARRIER - 707 3

2 HOUR FIRE BARRIER - 707 2

2 HOUR FIRE WALL - 706 2

FIRE SAFETY SYMBOLS

REFERENCED CODE

KNOX KNOX BOX

PROJECT AREA

EGRESS

Door #

EGRESS ROOM

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

S T

F L

O O

R C

O D

E C

O M

P L

C E

P L A

U N

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

W E

S T

M A

T R

E E

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

A U

G U

S T

D R

A W

N B

X X

1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN - UNIT H

SPRINGPORT ELEMENTARY / HIGH SCHOOL

A B C D

KEY PLAN

SCALE: NO SCALE

EFG

90° HOOK LENGTH

H O

O K L

S H

E E

T T

S H

E E

T N

U M

B E

O W

N E

R P

R O

J E

C T

L E

D A

T E

T O

W E

R P

S T

E R

.C O

A L L R

T S

R E

S E

R V

E D

:0 :3

S T

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

S G

A U

G U

S T

S P

G P

O R

T H

S C

H O

O L

E L E

M E

N T

A R

Y S

C H

O O

S P

G P

O R

T P

U B

S C

H O

O L S

E S

T M

S T

R E

E T

S P

G P

O R

M I

S P

G P

O R

T P

U B

S C

H O

O L S

D R

A W

N B

X X

STRUCTURAL LOADS

1. BUILDING CODE:

MICHIGAN BUILDING CODE 2021

2. STRUCTURAL DESIGN CODES AND STANDARDS:

DESIGN LOADS ASCE 7-16

STEEL AISC 360-16

CONCRETE ACI 318-19

MASONRY TMS402-16/ACI 530-16

WOOD ANSI/AWC NDS-18

COLD FORMED METAL AISI S100-16 (2020)

3. BUILDING RISK CATEGORY III

4. DESIGN LOADS:

ROOF DEAD:

ROOFING 1.0 PSF

COVER BOARD 2.0 PSF

INSULATION 1.5 PSF

METAL DECK 2.0 PSF

FRAMING 4.0 PSF

MECHANICAL 4.0 PSF

CEILING 2.0 PSF

MISCELLANEOUS 3.5 PSF

TOTAL 20.0 PSF

FLOOR DEAD:

FINISHED FLOOR 1.0 PSF

CONCRETE & STEEL DECK 50.0 PSF

FRAMING 4.0 PSF

MECHANICAL 4.0 PSF

CEILING 2.0 PSF

MISCELLANEOUS 3.0 PSF

TOTAL 64.0 PSF

DESIGN LIVE LOADS:

ROOFS 20 PSF

MECHANICAL ROOMS 125 PSF

LIGHT STORAGE 125 PSF

LOBBIES AND 1ST FLOOR CORRIDORS 100 PSF

STAIRS 100 PSF

LIVE LOADS HAVE NOT BEEN REDUCED IN ACCORDANCE WITH

THE LIVE LOAD REDUCTION PROVISIONS OF THE BUILDING

CODE.

SNOW:

GROUND SNOW Pg = 30.0 PSF

IMPORTANCE FACTOR I = 1.1

THERMAL FACTOR Ct = 1.0

EXPOSURE FACTOR Ce = 1.0

FLAT ROOF SNOW Pf = 23.1 PSF

SLOPE FACTOR Cs = 1.0

SNOW DRIFT LOADS AS INDICATED

WIND:

ULTIMATE DESIGN WIND SPEED Vult = 115 MPH

NOMINAL DESIGN WIND SPEED Vasd = 92 MPH

EXPOSURE CATEGORY B

INTERNAL PRESSURE COEFFICIENT ± 0.18

TOPOGRAPHIC FACTOR Kzt = 1.0

DIRECTIONALITY FACTOR Kd = 0.85

GROUND ELEVATION FACTOR Ke = 1.0

GUST EFFECT FACTOR G = 0.85

SEISMIC:

SEISMIC IMPORTANCE FACTOR Ie = 1.25

MAPPED ACCELERATION PARAMETERS Ss = 0.108 & S1 = 0.050

SITE CLASS D

DESIGN ACCELERATION PARAMETERS Sds = 0.115 & Sd1 = 0.080

SEISMIC DESIGN CATEGORY B

SEISMIC FORCE RESISTING SYSTEM INTERMEDIATE REINFORCED MASONRY SHEAR WALLS

SEISMIC RESPONSE COEFFICIENT Cs = 0.041

RESPONSE MODIFICATION COEFFICIENT R = 3.5

ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE

COMPONENTS & CLADDING ULTIMATE WIND PRESSURES

ZONE 10 SF 50 SF 100 SF

WALL

NEGATIVE ZONE 4 -24.0 PSF -21.7 PSF -20.8 PSF

NEGATIVE ZONE 5 -29.6 PSF -25.0 PSF -23.0 PSF

POSITIVE ZONES 4 & 5 22.2 PSF 19.9 PSF 18.9 PSF

PARAPET

WINDWARD PARAPET ZONE 4 41.3 PSF 35.9 PSF 34.9 PSF

WINDWARD PARAPET ZONE 5 59.0 PSF 52.3 PSF 51.4 PSF

LEEWARD PARAPET ZONE 4 -46.2 PSF -41.6 PSF -39.7 PSF

LEEWARD PARAPET ZONE 5 -51.8 PSF -44.9 PSF -42.0 PSF

ROOF

NEGATIVE ZONE 1 -27.6 PSF -24.2 PSF -24.2 PSF

NEGATIVE ZONE 2 -50.9 PSF -43.3 PSF -40.1 PSF

NEGATIVE ZONE 3 -69.4 PSF -54.2 PSF -47.7 PSF

POSITIVE ALL ZONES 16.0 PSF 16.0 PSF 16.0 PSF

OVERHANG ZONE 1 -34.9 PSF -33.5 PSF -32.9 PSF

OVERHANG ZONE 2 -47.2 PSF -37.1 PSF -32.7 PSF

OVERHANG ZONE 3 -65.7 PSF -48.0 PSF -40.3 PSF

GENERAL

1. ADDITIONAL ENGINEERING EFFORT TO BRING BUILT CONDITIONS TO COMPLIANCE WITH STRUCTURAL DRAWINGS MAY

RESULT IN ADDITIONAL FEE.

2. THESE NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE DEAD LOAD WEIGHT OF

MATERIALS INDICATED PLUS THE SUPERIMPOSED LIVE LOADS INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND

CONSTRUCTION OF FALSEWORK, FORMWORK, STAGING, BRACING, AND SHORING. CONTRACTOR HAS SOLE

RESPONSIBILITY FOR CONSTRUCTION MEANS AND METHODS, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. THE

STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM, WITH COMPLETED CONNECTIONS, AND FIELD INSTALLED

MATERIALS HAVING REACHED SPECIFIED DESIGN STRENGTH.

4. CROSS CHECK ALL DIMENSIONS AND ELEVATIONS INDICATED. REPORT DISCREPANCIES FOR CLARIFICATION PRIOR TO

STARTING CONSTRUCTION OR ORDERING MATERIALS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT

INDICATED ON THE STRUCTURAL DRAWINGS. DO NOT SCALE THESE DRAWINGS.

5. IN THE CASE OF A CONFLICT WITHIN THE CONTRACT DOCUMENTS, INCLUDING DRAWINGS AND SPECIFICATIONS, THE

MOST STRINGENT REQUIREMENTS WILL GOVERN.

6. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, AND FOOD SERVICE DRAWINGS FOR SIZE AND

LOCATION OF OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, EMBEDDED ITEMS, CURBS, RAMPS, DRAINS, DEPRESSIONS, ETC. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES.

7. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION REGARDING SPECIAL FINISHES

ON STRUCTURAL MEMBERS, FIREPROOFING, WATERPROOFING, ETC.

8. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY AND DRYWALL NON-LOADBEARING PARTITIONS. PROVIDE SLIP

CONNECTIONS THAT ALLOW VERTICAL MOVEMENT AT THE HEADS OF SUCH PARTITIONS. CONNECTIONS SHALL SUPPORT

THE TOP OF THE WALLS LATERALLY FOR THE CODE REQUIRED LATERAL LOAD.

9. REPRODUCTION OF THE STRUCTURAL DRAWINGS FOR SUBMISSION AS SHOP DRAWINGS IS PROHIBITED. SUBMITTALS

PRODUCED IN THIS MANNER WILL BE REJECTED.

10. DELEGATED DESIGN SUBMITTALS: PORTIONS OF THE DESIGN HAVE BEEN DELEGATED AND WILL BE DESIGNED BY

PRODUCT MANUFACTURERS QUALIFIED LICENSED ENGINEERS. THE STRUCTURAL ENGINEER OF RECORD WILL ONLY

REVIEW SUBMITTALS OF THESE SYSTEMS FOR GENERAL CONFORMANCE WITH THE PROJECT PARAMETERS INDICATED

AND IS NOT RESPONSIBLE FOR DELEGATED DESIGN SUBMITTAL. DELEGATED DESIGN SUBMITTALS INCLUDE, BUT ARE

NOT LIMITED TO THE FOLLOWING. SEE SPECIFICATIONS FOR ANY ADDITIONAL DELEGATED DESIGNS REQUIRED.

STRUCTURAL STEEL CONNECTIONS

COLD-FORMED METAL FRAMING

PRE-FABRICATED STEEL STAIRS

METAL LADDERS

STOREFRONT WINDOW WALL SYSTEMS

11. CONTRACTOR TO PROVIDE A SUBMITTAL FOR ENGINEER REVIEW FOR THE FOLLOWING. SEE SPECIFICATIONS FOR ANY

ADDITIONAL SUBMITTALS REQUIRED.

CONCRETE MIX

CONCRETE REINFORCEMENT

MASONRY REINFORCEMENT

STRUCTURAL STEEL

STEEL JOISTS

STEEL DECK

STRUCTURAL GENERAL NOTES

ABBREVIATIONS

ARCH ARCHITECTURAL

BRG BEARING

BS BOTTOM OF STEEL ELEVATION

BTM BOTTOM

CIP CAST-IN-PLACE

CJ CONTROL OR CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONT CONTINUOUS

CVR COVER

DBE DECK BEARING ELEVATION

DIA DIAMETER

EA EACH

EF EACH FACE

EL ELEVATION

EQ EQUAL

EW EACH WAY

FDN FOUNDATION

FO FLOOR OPENING

GA GAUGE

HDG HOT-DIP GALVANIZED

HORIZ HORIZONTAL

k KIP = 1,000 POUNDS

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

OC ON-CENTER

PL PLATE

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

RO ROOF OPENING

SIM SIMILAR

SP SOUTHERN PINE

T&B TOP AND BOTTOM

TF TOP OF FOOTING ELEVATION

TP TOP OF PIER ELEVATION

TS TOP OF STEEL ELEVATION

TW TOP OF WALL ELEVATION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

w/ WITH

WWF WELDED WIRE FABRIC

DEMOLITION

1. PRIOR TO DEMOLITION, PROVIDE APPROPRIATE SHORING FOR BOTH VERTICAL LOADS AND BRACING AGAINST LATERAL

DISPLACEMENT AS REQUIRED TO MAINTAIN STABILITY OF THE STRUCTURE. DESIGN OF TEMPORARY SHORING SYSTEMS

IS PART OF THE CONTRACTORS “MEANS AND METHODS” AND IS THE RESPONSIBILITY OF THE CONTRACTOR.

2. PROTECT ALL ELEMENTS TO REMAIN BOTH INSIDE AND OUTSIDE OF CONSTRUCTION AREA FROM DAMAGE DURING

DEMOLITION AND RECONSRUCTION INCLUDING, BUT NOT LIMITED TO, BUILDING FACADES, ROOFING, WINDOWS, LIGHT

FIXTURES, LOUVERS, ETC.

3. DEMOLITION OPERATIONS MUST COMPLY WITH LOCAL ORDINANCES (INCLUDING BUT NOT LIMITED TO NOISE LEVELS AND

DUST CONTROL) AT ALL TIMES. CONTRACTOR IS REQUIRED TO VERIFY AND COMPLY WITH ALL LOCAL REQUIREMENTS.

4. PROVIDE TEMPORARY PROTECTION OF WORK AREAS AND ADJACENT AREAS PRIOR TO REMOVAL OF WATERPROOF

MEMBRANES AND FLASHINGS.

EXISTING CONDITIONS

1. ALL EXISTING STRUCTURAL ELEMENTS (SLABS, BEAMS, WALLS, COLUMNS, FOUNDATIONS, ETC.) SHALL REMAIN INTACT

UNLESS SPECIFICALLY NOTED TO BE REMOVED BY THE MOST RECENT DEMOLITION DOCUMENTS OR OTHERWISE NOTED

ON THE STRUCTURAL DRAWINGS.

2. DIMENSIONS AND ELEVATIONS RELATED TO EXISTING CONSTRUCTION ARE APPROXIMATE AND FOR REFERENCE ONLY. ALL

INFORMATION ON THESE DRAWINGS RELATED TO EXISTING CONDITIONS IS BASED ON AVAILABLE DESIGN DOCUMENTS

AND LIMITED FIELD OBSERVATION. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, ELEVATIONS, AND EXISTING

CONDITIONS PRIOR TO CONSTRUCTION. REPORT DISCREPANCIES PRIOR TO STARTING CONSTRUCTION OR ORDERING

MATERIALS.

3. THIS PROJECT REQUIRES A SIGNIFICANT AMOUNT OF DRILLING INTO THE EXISTING REINFORCED CONCRETE STRUCTURE.

THE CONTRACTOR WILL NOT RECEIVE ADDITIONAL PAYMENT FOR DIFFICULTIES ENCOUNTERED IN DRILLING DUE TO

HARDNESS OF MATERIALS, HITTING OF EXISTING REINFORCING, ETC.. ALL COSTS ASSOCIATED WITH REDRILLING OF

HOLES DUE TO HITTING EXISTING REINFORCING STEEL SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES FILLING

UNNECESSARY AND UNUSED HOLES WITH EPOXY GROUT. DO NOT CUT REINFORCING STEEL DURING CONCRETE DRILLING

OR CORING OPERATIONS. LOCATE REINFORCING WITH A PACHOMETER OR OTHER NON-DESTRUCTIVE TESTING DEVICE

PRIOR TO DRILLING OR CORING OPERATIONS.

4. CORE DRILLS REQUIRED BY MECHANICAL OR ELECTRICAL TRADES, BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS

SHALL BE DOCUMENTED IN SKETCH FORM SHOWING EXACT DIMENSIONS AND LOCATIONS. THE SKETCH SHALL BE

SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH THE DRILLING OPERATION.

5. WHERE NEW CONCRETE IS BEING PLACED AGAINST EXISTING CONCRETE AND CONNECTED BY DRILLING AND DOWELING, CLEAN EXISTING CONCRETE SURFACE THOROUGHLY TO REMOVE ALL DEBRIS, LAITANCE, AND EXISTING COATINGS OR

MEMBRANCES. DAMPEN FACE OF EXISTING CONCRETE TO A SATURATED SURFACE DRY CONDITION IMMEDIATELY

BEFORE PLACING NEW CONCRETE.

FOUNDATIONS

1. LOCATE ALL UNDERGROUND UTILITIES BEFORE STARTING WORK. CONTACT UTILITY LOCATING SERVICES PRIOR TO

EXCAVATION. IN MICHIGAN CALL "MISS DIG" 800-482-7171 AT LEAST 72 HOURS PRIOR TO STARTING WORK.

2. ANY EXISTING UTILITIES INDICATED ON DRAWINGS ARE BASED ON ORIGINAL CONSTRUCTION DRAWINGS AND SITE

SURVEYS. EXACT UTILITY LOCATIONS AND ELEVATIONS OF UTILITIES MUST FIELD VERIFIED BY THE CONTRACTOR PRIOR

TO BEGINNING WORK.

3. FOUNDATION DESIGN IS BASED ON THE SOILS INVESTIGATION REPORT NUMBER 251635 BY MATERIALS TESTING

CONSULTANTS DATED OCTOBER 2025.

4. FOUNDATIONS SHALL BEAR ON SOILS HAVING A MINIMUM ALLOWABLE BEARING PRESSURE OF 2,500 PSF FOR SPREAD

FOOTINGS AND 2,500 PSF FOR WALL FOOTINGS.

5. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT ELEVATIONS SHOWN ON THE DRAWINGS. IF OVER-EXCAVATION IS

REQUIRED, ENGINEERED COMPACTED FILL SHALL BE PLACED PER SPECIFICATIONS UP TO BEARING ELEVATION. ALL

ENGINEERED COMPACTED FILL SHALL BE PLACED IN THE PRESENCE OF AND AS DIRECTED BY A QUALIFIED GEOTECHNICAL

ENGINEERING FIRM. LOCATION AND EXTENT OF AREAS TO RECEIVE ENGINEERED COMPACTED FILL SHALL BE PER THE

GEOTECHNICAL REPORT AND TESTING OF SOILS SHALL BE ACCORDING TO SPECIFICATIONS PRIOR TO PLACEMENT OF

FOOTINGS.

6. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL OPENINGS REQUIRED IN WALLS. NO CORE DRILLING WILL BE ALLOWED

WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. COORDINATE LOCATION AND SIZE OF OPENINGS WITH

APPLICABLE CONTRACTORS.

7. DO NOT REPAIR MISPLACED OR DAMAGED COLUMN ANCHOR BOLTS WITHOUT PRIOR APPROVAL BY THE STRUCTURAL

ENGINEER.

8. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL ON ALTERNATING SIDES OF WALL IN

SHALLOW LIFTS.

9. COORDINATE ELECTRICAL SERVICE GROUNDING REQUIREMENTS TO FOUNDATION REINFORCING WITH ELECTRICIAN. SEE

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

LOCATION 28 DAY f'c (PSI) AIR CONTENT MAX W/C

FOOTINGS & FOUNDATION WALLS 4,000 6% ± 1% 0.50

INTERIOR SLABS 4,000 NO TEST 0.50

RETAINING WALLS & ALL OTHER CONCRETE EXPOSED TO WEATHER 4,500 6% ± 1% 0.45

CONCRETE

1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI)

DOCUMENTS REFERENCED IN SPECIFICATIONS.

2. MATERIAL PROPERTIES:

3. REINFORCING BARS SHALL BE ASTM A615 GRADE 60 UNO.

4. REFER TO SPECIFICATIONS FOR ALL TESTING REQUIREMENTS. SUBMIT EACH CONCRETE MIX DESIGN FOR REVIEW.

SUBMITTAL SHALL CONSIST OF DESIGN MIXES FOR EACH TYPE AND STRENGTH OF CONCRETE AND INCLUDE DATA BY

EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA BASE PER ACI 318.

5. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS PRIOR TO REMOVAL OF FORMS. IF FORMS ARE REMOVED

BEFORE THE END OF CURING PERIOD, COAT SURFACES WITH LIQUID CURING COMPOUND.

6. PROVIDE DOWELS IN WALL FOOTINGS WITH EQUAL SIZE AND SPACING AS VERTICAL WALL STEEL, UNO.

7. ALL OPENINGS IN SLABS AND WALLS SHALL HAVE REINFORCING ON EACH SIDE EQUAL TO HALF THE AMOUNT OF

REINFORCING DISPLACED. REFER TO TYPICAL DETAIL.

8. ALL CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH 6"x6"- W1.4xW1.4 WELDED WIRE FABRIC UNO.

9. SEE ARCHITECTURAL DRAWINGS FOR SIZE, DEPTH, AND LOCATION OF DEPRESSED FLOOR SLABS REQUIRED.

10. PROVIDE CLASS "B" TENSION LAP SPLICES FOR ALL BARS UNO.

11. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT POSITIONED SUCH THAT MORE THAN 12" OF FRESH

CONCRETE IS PLACED BELOW THE REINFORCEMENT. ALL HORIZONTAL BARS IN WALLS SHALL BE CONSIDERED TOP BARS.

12. MECHANICAL COUPLERS DEVELOPING AT LEAST 125% OF THE BAR YIELD STRENGTH MAY BE USED AT CONTRACTOR'S

OPTION IN LIEU OF LAP SPLICES. CONTRACTOR SHALL SUBMIT MECHANICAL COUPLER PRODUCT DATA TO ENGINEER FOR

REVIEW PRIOR TO STARTING CONSTRUCTION OR ORDERING MATERIAL.

13. USE NON-SHRINK, NON-METALLIC GROUT UNDER ALL BASE PLATES, BEARING PLATES, AND SETTING PLATES.

14. TOP AND BOTTOM HORIZONTAL REINFORCEMENT IN WALLS TO BE LOCATED NO LESS THAN 2" AND NO MORE THAN 3"

FROM TOP OR BOTTOM OF THE WALL.

15. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED.

16. THE HARDENED CONCRETE OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE ALL DEBRIS AND LAITANCE.

DAMPEN SURFACE OF HARDENED CONCRETE TO A SATURATED SURFACE DRY CONDITION IMMEDIATELY BEFORE PLACING

FRESH CONCRETE.

17. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 DELIVERED IN FLAT SHEETS.

18. LAP WELDED WIRE FABRIC ONE SPACE (TWO CROSS WIRES) + 2" AT ALL EDGES AND ENDS OF SHEETS.

19. WELDING OF REINFORCING STEEL IS NOT PERMITTED UNO.

20. COMPLY WITH THE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF SPECIAL FINISHES OR TREATMENTS TO

EXPOSED CONCRETE.

BAR SIZE

LAP LENGTH (fc = 4,000 PSI) STANDARD 90°

HOOK LENGTH

STANDARD 180°

HOOK LENGTHTOP BARS OTHER BARS

#3 25" 19" 6" 4"

#4 33" 25" 8" 4 1/2"

#5 41" 31" 10" 5"

#6 49" 37" 12" 6"

#7 71" 54" 14" 7"

#8 81" 62" 16" 8"

CONCRETE REINFORCING CLEAR COVER REQUIREMENTS

OCCURANCES COVER

1. CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3"

2. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

A. #5 BAR AND SMALLER 1 1/2"

B. #6 BAR AND LARGER 2"

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

A. SLABS, JOISTS, AND WALLS (NOT LARGER THAN #11 BAR) 3/4"

B. BEAMS, COLUMNS, AND PIERS 1 1/2"

NOTE: CLEAR COVER DIMENSIONS LISTED ARE…

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