Amberly BP 2 Drawings.pdf

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DESIGN TEAM

ARCHITECT/ENGINEER

AMBERLY ELEMENTARY SCHOOL

PORTAGE PUBLIC SCHOOLS

Portage, Michigan

CONSTRUCTION DOCUMENTS

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BP 2: EARLY FOUNDATION

CIVIL CONSULTANT

FOOD SERVICE CONSULTANT

AMBERLY ELEMENTARY SCHOOL

6637 AMBERLY STREET

PORTAGE, MICHIGAN 49024

242 E. KALAMAZOO AVE, SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

CONSTRUCTION MANAGER

SITE ADDRESS

2800 SOUTH 11TH STREET

KALAMAZOO, MICHIGAN 49009

PHONE: 269.552.4960

401 HALL STREET SW

SUITE 185H

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.454.4433

460 HILTON ROAD

FERNDALE, MICHIGAN 48220

PHONE: 248.703.3681

2700 STADIUM DRIVE

SUITE 2

KALAMAZOO, MICHIGAN 49007

PHONE: 269.276.9700

DESIGN PARTNER

PORTAGE PUBLIC SCHOOLS

8107 MUSTANG DRIVE

PORTAGE, MICHIGAN 49002

OWNER ADDRESS

ISSUED FOR DATE

BP 1 01/16/2026

BP 2 03/02/2026

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DRAWING INDEX

TOPOGRAPHY

V-101 BOUNDARY SURVEY

V-102 TOPOGRAPHIC SURVEY

CIVIL DEMOLITION

CD 100 SITE DEMOLITION PLAN - NORTH

CD 101 SITE DEMOLITION PLAN - SOUTH

CD 200 UTILITY DEMOLITION PLAN - NORTH

CD 201 UTILITY DEMOLITION PLAN - SOUTH

CD 300 SITE STAGING PLAN

CD 301 STAGE 2 SITE LAYOUT & GRADING PLAN

CIVIL

C 100 SITE LAYOUT PLAN - NORTH

C 101 SITE LAYOUT PLAN - SOUTH

C 102 FIRE ACCESS PLAN

C 200 SITE GRADING PLAN - OVERALL

C 201 SITE GRADING PLAN - NORTH

C 202 SITE GRADING PLAN - SOUTH

C 203 SITE EARTHWORK PLAN - OVERALL

C 204 SITE EARTHWORK PLAN - NORTH

C 205 SITE EARTHWORK PLAN - SOUTH

C 206 SITE SESC PLAN - NORTH

C 207 SITE SESC PLAN - SOUTH

C 208 SITE SESC NOTES & SCHEDULE

C 209 GRADING DETAILS

C 210 GRADING DETAILS

C 300 SITE UTILITY PLAN - OVERALL

C 301 SITE UTILITY PLAN - NORTH

C 302 SITE UTILITY PLAN - SOUTH

C 303 STORM PROFILES

C 304 STORM PROFILES

C 305 WATERSHED MAP

C 306 PRE-DEVELOPMENT WATERSHED

C 307 POST-DEVELOPMENT WATERSHED MAP

C 308 SANITARY PROFILES

C 309 WATER MAIN PROFILES

C 310 WATER MAIN PROFILES

C 400 SITE DETAILS

C 500 UTILITY DETAILS

C 501 STORM WATER DETAILS

C 502 STORM WATER DETAILS

C 503 AQUAMOD DETAILS

C 504 AQUAMOD DETAILS

C 505 WATER MAIN DETAILS

GENERAL

G 001 COVER SHEET

G 002 DRAWING INDEX

G 003 TYPICAL SYMBOLS AND REFERENCES, ABBREVIATIONS, AND DEVICE ALIGNMENT GUIDELINES

GENERAL - EXISTING BUILDING

G 101X (EXISTING BUILDING) PARTIAL FIRST FLOOR CODE COMPLIANCE PLAN

STRUCTURAL - EXISTING BUILDING

S 101X (EXISTING BUILDING) PARTIAL FOUNDATION & ROOF FRAMING PLANS, DETAILS, & NOTES

ARCHITECTURAL - EXISTING BUILDING

A 001X (EXISTING BUILDING) GENERAL ARCHITECTURAL NOTES, INTERIOR PARTITION TYPES, FIRE-RATED WALL DETAILS

A 101X (EXISTING BUILDING) PARTIAL FIRST FLOOR DEMOLITION PLANS, FLOOR PLANS, REFL.

CEILING PLANS, & DETAILS

PLUMBING - EXISTING BUILDING

PD 101X (EXISTING BUILDING) PARTIAL PLUMBING DEMOLITION PLANS

P 101X (EXISTING BUILDING) PARTIAL PLUMBING PLANS

MECHANICAL - EXISTING BUILDING

M 101X (EXISTING BUILDING) PARTIAL MECHANICAL PLANS

TECHNOLOGY - EXISTING BUILDING

T 101X (EXISTING BUILDING) PARTIAL TECHNOLOGY PLANS

EXISTING BUILDING, THESE SHEETS ONLY

STRUCTURAL GENERAL

SG 001 STRUCTURAL GENERAL NOTES

SG 003 STATEMENT OF SPECIAL INSPECTIONS

STRUCTURAL

S 101 OVERALL FOUNDATION PLAN

S 101A FOUNDATION PLAN - UNIT A

S 101B FOUNDATION PLAN - UNIT B

S 101C FOUNDATION PLAN - UNIT C

S 101D FOUNDATION PLAN - UNIT D

S 102 FOUNDATION AXONOMETRIC

S 301 TYPICAL FOUNDATION DETAILS

S 302 TYPICAL FOUNDATION DETAILS

S 303 FOUNDATION DETAILS

ISSUED FOR DATE

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90° HOOK LENGTH

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D

1/32" = 1'-0"

SNOW DRIFT PLAN AND SCHEDULE

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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

TOPPING SLAB 50.0 PSF

10" CONCRETE PLANK 71.0 PSF

MECHANICAL 4.0 PSF

CEILING 2.0 PSF

MISCELLANEOUS 5.0 PSF

TOTAL 133.0 PSF

DESIGN LIVE LOADS:

GROUND FLOOR 100 PSF

CLASSROOMS 40 PSF

STAIRS 100 PSF

CORRIDORS ABOVE FIRST FLOOR 80 PSF

LEARNING COMMONS 80 PSF

MECHANICAL ROOMS 150 PSF

ROOF 20 PSF

LIVE LOAD REDUCTION HAS NOT BEEN UTILIZED

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 = 114 MPH

NOMINAL DESIGN WIND SPEED Vasd = 85 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 = 0.117 & S1 = 0.054

SITE CLASS D

DESIGN ACCELERATION PARAMETERS Sds = 0.125 & Sd1 = 0.087

SEISMIC DESIGN CATEGORY B

SEISMIC FORCE RESISTING SYSTEM INTERMEDIATE REINFORCED MASONRY SHEAR WALLS

SEISMIC RESPONSE COEFFICIENT Cs = 0.045

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 -23.2 PSF -21.0 PSF -20.1 PSF

NEGATIVE ZONE 5 -28.6 PSF -24.2 PSF -22.3 PSF

POSITIVE ZONES 4 & 5 21.4 PSF 19.2 PSF 18.3 PSF

PARAPET

WINDWARD PARAPET ZONE 4 -67.9 PSF -53.0 PSF -46.6 PSF

WINDWARD PARAPET ZONE 5 -67.9 PSF -53.0 PSF -46.6 PSF

LEEWARD PARAPET ZONE 4 -23.5 PSF -21.3 PSF -20.3 PSF

LEEWARD PARAPET ZONE 5 -28.9 PSF -24.5 PSF -22.5 PSF

ROOF

NEGATIVE ZONE 1 -37.3 PSF -31.6 PSF -29.1 PSF

NEGATIVE ZONE 2 -49.2 PSF -41.9 PSF -38.7 PSF

NEGATIVE ZONE 3 -67.1 PSF -52.4 PSF -46.1 PSF

POSITIVE ALL ZONES 16.0 PSF 16.0 PSF 16.0 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.

PRECAST CONCRETE PLANK

STRUCTURAL STEEL CONNECTIONS

COLD-FORMED METAL FRAMING

PRE-FABRICATED STEEL STAIRS

METAL LADDERS

STOREFRONT WINDOW WALL SYSTEMS

CURTAIN 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

ENGINEERED WOOD FRAMING

STRUCTURAL GENERAL NOTES

ABBREVIATIONS CONTINUED

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

SPF SPRUCE-PINE-FIR

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

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 2250351.3A BY DRIESENGA &

ASSOCIATES, INC. DATED AUGUST 12, 2022.

4. FOUNDATIONS SHALL BEAR ON SOILS HAVING A MINIMUM ALLOWABLE BEARING PRESSURE OF 2,000 PSF FOR SPREAD

FOOTINGS AND 2,000 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 0.45

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

TOPPING SLABS/SUSPENDED SLABS 4,000 NO TEST 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. REINFORCEMENT BARS SHALL BE ASTM A615 GRADE 60 UNO.

4. SEE 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 REINFORCEMENT 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. REFER TO 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 REINFORCEMENT STEEL IS NOT PERMITTED UNO.

20. PROVIDE 3/4" CHAMFERS ON EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON

THE ARCHITECTURAL DRAWINGS. MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL CONFORM WITH THE CLEAR

COVER REQUIREMENTS NOTED BELOW.

21. 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"

CONCRETE REINFORCEMENT 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 CODE-REQUIRED MINIMUMS. PROVIDE

GREATER COVER WHERE SPECIFICALLY REQUIRED BY DETAILS.

CONCRETE TESTING

1. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE

MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. SAMPLING AND TESTING FOR

QUALITY CONTROL MAY INCLUDE THOSE SPECIFIED IN THIS ARTICLE.

2. TESTING SERVICES: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C172

SHALL BE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS:

A. TESTING FREQUENCY: OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 100 CUBIC YARD OR FRACTION THEREOF

OF EACH CONCRETE MIX PLACED EACH DAY. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE

COMPRESSIVE-STRENGTH TESTS FOR EACH CONCRETE MIX, TESTING SHALL BE CONDUCTED FROM AT LEAST FIVE

RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED.

B. SLUMP: ASTM C143, ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE

TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY

APPEARS TO CHANGE.

C. AIR CONTENT: ASTM C231, PRESSURE METHOD, FOR NORMAL-WEIGHT CONCRETE; ONE TEST FOR EACH COMPOSITE

SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX.

D. CONCRETE TEMPERATURE: ASTM C1064, ONE TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEGREES F AND BELOW

AND WHEN 80 DEGREES F AND ABOVE, AND ONE TEST FOR EACH COMPOSITE SAMPLE.

E. COMPRESSIVE-STRENGTH TESTS: ASTM C39, TEST TWO LABORATORY-CURED SPECIMENS AT 7 DAYS AND TWO AT 28

DAYS. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE STRENGTH FROM SPECIMENS OBTAINED

FROM THE SAME COMPOSITE SAMPLE AND TESTED AT THE AGE INDICATED. CAST AND FIELD CURE ADDITIONAL SETS OF

STANDARD CYLINDER SPECIMENS IN SETS OF THREE FOR EACH COMPOSITE SAMPLE WHEN REQUIRED TO VERIFY

STRENGTH OF IN PLACE CONCRETE FOR REMOVAL OF SHORING. SPECIMENS SHALL BE STORED ADJACENT TO AND

CURED SIMILAR TO CONCRETE TO BE VERIFIED.

3. WHEN STRENGTH OF FIELD-CURED CYLINDERS (IF REQUIRED) IS LESS THAN 85 PERCENT OF COMPANION

LABORATORY-CURED CYLINDERS, CONTRACTOR SHALL EVALUATE OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES

FOR PROTECTING AND CURING IN-PLACE CONCRETE.

4. STRENGTH OF EACH CONCRETE MIX WILL BE SATISFACTORY IF EVERY AVERAGE OF ANY THREE CONSECUTIVE

COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED COMPRESSIVE STRENGTH AND NO

COMPRESSIVE-STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI.

5. TEST RESULTS SHALL BE REPORTED IN WRITING TO ENGINEER, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN

48 HOURS OF TESTING. REPORTS OF COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME

AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTING AGENCY, LOCATION OF

CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND

MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS.

6. NONDESTRUCTIVE TESTING: IMPACT HAMMER SONOSCOPE, OR OTHER NONDESTRUCTIVE DEVICE MAY BE PERMITTED BY

ENGINEER BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF CONCRETE.

7. ADDITIONAL TESTS: TESTING AND INSPECTING AGENCY SHALL MAKE ADDITIONAL TESTS OF CONCRETE WHEN TEST

RESULTS INDICATE THAT SLUMP, AIR ENTRAINMENT, COMPRESIVE STRENGTHS, OR OTHER REQUIREMENTS HAVE NOT

BEEN MET, AS DIRECTED BY ENGINEER. TESTING AND INSPECTING AGENCY MAY CONDUCT TESTS TO DETERMINE

ADEQUACY OF CONCRETE BY CORED CYLINDERS COMPLYING WITH ASTM C42 OR BY OTHER METHODS AS DIRECTED BY

ARCHITECT.

SNOW DRIFT SCHEDULE

MARK MAGNITUDE WIDTH NOTES

SD01 53.4 PSF 11'-7" -

SD02 60.4 PSF 13'-0" -

SD03 52.5 PSF 11'-4" -

SD04 46.4 PSF 10'-0" -

SD05 55.1 PSF 11'-10" -

SD06 57.1 PSF 12'-4" -

SD07 63.2 PSF 13'-8" -

SD08 86.6 PSF 20'-0" -

SD09 63.2 PSF 13'-8" -

SD10 16.2 PSF 7'-0" -

SD11 45.2 PSF 9'-9" -

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

DF DOUG FIR-LARCH

DIA DIAMETER

EA EACH

EC EPOXY COATED

EF EACH FACE

EL ELEVATION

EQ EQUAL

EW EACH WAY

ISSUED FOR DATE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

SPECIAL INSPECTION TASK

CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT.

2. REINFORCING BAR WELDING (PERMITTED ONLY WHEN SPECIFICALLY SHOWN IN THE

DETAILS OR WITH PERMISSION IN WRITING BY THE ENGINEER):

A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706

B. INSPECT SINGLE-PASS FILLET WELDS UP TO AND INCLUDING 5/16"

C. INSPECT ALL OTHER WELDS

3. INSPECT ANCHORS CAST IN CONCRETE

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS

B. ALL OTHER ANCHORS POST-INSTALLED IN HARDENED CONCRETE

5. VERIFY USE OF REQUIRED DESIGN MIX.

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 PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

9. INSPECT PRESTRESSED CONCRETE FOR APPLICATION OF PRESTRESSING FORCES.

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

11. VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL SLABS.

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF CONCRETE

MEMBER BEING FORMED.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

EXCEPTIONS - THE ABOVE SPECIAL INSPECTIONS AND TESTS SHALL NOT BE REQUIRED FOR THE FOLLOWING BUILDING ELEMENTS:

1. ISOLATED SPREAD FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK.

2. NONSTRUCTURAL SLABS SUPPORTED DIRECTLY ON THE GROUND.

GENERAL NOTES REGARDING SPECIAL INSPECTIONS AND TESTS

1. SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL THAT ARE IDENTIFIED IN SECTION 110 OF THE

MICHIGAN BUILDING CODE. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE CONTRACT

DOCUMENTS.

2. CONTINUOUS SPECIAL INSPECTION IS DEFINED AS SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT

CONTINUOUSLY WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED.

3. PERIODIC SPECIAL INSPECTION IS DEFINED AS SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT

WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. THE FREQUENCY OF THESE SPECIAL INSPECTION TASKS

SHALL BE ADEQUATE TO DETERMINE THAT WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

4. WHERE A SPECIAL INSPECTION TASK IS NOTED AS "OBSERVE," THE SPECIAL INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM

BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. THE FREQUENCY OF THESE SPECIAL INSPECTION TASKS

SHALL BE ADEQUATE TO DETERMINE THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

5. WHERE A SPECIAL INSPECTION TASK IS NOTED AS "PERFORM," THE TASK SHALL BE PERFORMED FOR EACH MEMBER, JOINT, OR

ELEMENT PRIOR TO FINAL ACCEPTANCE.

6. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED OR RETAINED BY AN APPROVED AGENCY AND APPROVED BY THE

BUILDING OFFICIAL AS HAVING THE COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE OF CONSTRUCTION REQUIRING

SPECIAL INSPECTION.

7. THE PERIOD OF TIME BETWEEN SPECIAL INSPECTIONS CAN VARY GREATLY DEPENDING ON THE TYPE OF INSPECTION DONE, THE PACE

OF CONSTRUCTION, THE QUALITY OF WORKMANSHIP, AND OTHER FACTORS. IT IS THE RESPONSIBILITY OF THE SPECIAL INSPECTOR

TO PROVIDE INSPECTIONS AT AN APPROPRIATE FREQUENCY AND AT APPROPRIATE TIMES DURING CONSTRUCTION. THE SPECIAL

INSPECTOR MUST HAVE ADEQUATE EXPERIENCE AND EXHIBIT PROFESSIONAL JUDGEMENT IN DETERMINING THE TIMING AND

FREQUENCY OF INSPECTIONS.

8. PRIOR TO THE START OF CONSTRUCTION, THE APPROVED SPECIAL INSPECTION AGENCY SHALL SUBMIT WRITTEN DOCUMENTATION

TO THE BUILDING OFFICIAL DEMONSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL

INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION.

9. THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION OR TESTING IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED

FOR SPECIAL INSPECTION OR TESTING PURPOSES UNTIL COMPLETION OF REQUIRED SPECIAL INSPECTIONS OR TESTS. SEE

SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING CONTRACTOR'S RESPONSIBILITY TO PROVIDE ACCESS FOR SPECIAL

INSPECTIONS AND CONTRACTOR'S RESPONSIBILITY TO PROVIDE DUE NOTICE TO SPECIAL INSPECTOR PRIOR TO THE TIME THAT

SPECIAL INSPECTION IS REQUIRED.

10. SPECIAL INSPECTION AGENCY SHALL KEEP RECORDS OF SPECIAL INSPECTIONS AND TESTS AND SHALL SUBMIT REPORTS OF SPECIAL

INSPECTIONS AND TESTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER. REPORTS SHALL INDICATE THAT WORK INSPECTED OR

TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ENGINEER PRIOR TO THE

COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS, AND

CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS AND TESTS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.

11. WHERE SPECIAL INSPECTION OF STRUCTURAL MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A

FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION.

12. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR

REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. UPON THE

COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR THE

OWNER'S AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN

COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

13. REFER TO THE CODE SECTIONS REFERENCED IN THE HEADER OF EACH TABLE ON THIS SHEET FOR TESTING AND INSPECTION

CRITERIA.

14. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL TESTING AND INSPECTION CRITERIA.

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS

SPECIAL INSPECTION TASK

CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE

THE DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

4. DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES

IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL

REPORT. VERIFY DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY

THAT SITE HAS BEEN PREPARED PROPERLY.

X

X

X

X

X

NOTE: FOR PROJECTS THAT DO NOT INCLUDE AN APPROVED GEOTECHNICAL REPORT,

REFER TO PROJECT SPECIFICATION FOR REQUIREMENTS OF FILL PLACEMENT.

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

S T

A T

E M

E N

T O

F S

P E

C

IA

L I

N S

P E

C T

IO

N

S

-2

.0

S G

A M

B E

R L

Y E

L E

M E

N T

A R

Y S

C H

O O

L B

P

E A

R L Y

F O

U N

D A

T

IO

N

P o rt a g e

M ic h ig a n

P O

R T

A G

E P

U B

L

IC

S C

H O

O L

S

M A

R C

H

W /D

M

D D

F F

H H

E E

S

R

2 3 4

B B

A A

6 1075

P

N

M

C C

8 11 12

G G

Q

J

K

L

96'-0" 111'-4" 93'-4"

300'-8"

'-0

'-0

'-0

'-8

149'-8 5/8"

'-1

/4

65'-8"

MECHANICAL

M118

KITCHEN

ELEC

E116

SERVERY

CAFE

TABLE STG

110S

CONFERENCE

TEACHER LOUNGE

FLEX OFFICE

PRINCIPAL

RECEPTION

COPY

RECORDS

101 WOMEN

CUST

MEN

CLINIC TLT

102T

GYM

WELCOMING ENTRY

100H

LIVING ROOM

120G

PASSAGEWAY

120H

MUSIC

GYM STG

120S

PASSAGEWAY

120H

LIBRARY

MAKERSPACE

HEART

ASD STUDIO

LEARNING STUDIO

STAIR

ST03

LEARNING STUDIO

EDUCATOR WORKSHOP

LEARNING STUDIO

168 LEARNING COMMONS

LEARNING STUDIO

SGR

160GPASSAGEWAY

160H

ESI STUDIO

132STORAGE

129S

CUST

KILN

129K

FLEX STUDIO

FLEX STUDIO

LEARNING STUDIO

STAIR

ST01

LEARNING STUDIO

LEARNING STUDIO

LEARNING COMMONS

LEARNING STUDIO

ESI STUDIO

PASSAGEWAY

140H

SGR

146G

EDUCATOR WORKSHOP

PASSAGEWAY

150H

TLT

150T

DATA/IT

D130ELEV

EL01

PASSAGEWAY

130H

LEARNING STUDIO

LEARNING STUDIO

STAIR

ST02

LEARNING STUDIO

LEARNING STUDIO

LEARNING COMMONS

SGR

151G

TLT

160T

21.6

23.5

24.5

J.5

K.6

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

O V

E R

A L

L F

O U

N D

A T

IO

N

P L A

N

-2

.0

S

A M

B E

R L

Y E

L E

M E

N T

A R

Y S

C H

O O

L B

P

E A

R L Y

F O

U N

D A

T

IO

N

P o rt a g e

M ic h ig a n

P O

R T

A G

E P

U B

L

IC

S C

H O

O L

S

M A

R C

H

KEYED NOTES - STRUCTURAL - FOUNDATION

1 INTERIOR CMU SHEAR WALL ABOVE, REFER TO FRAMING PLANS.

LEGEND - STRUCTURAL - FOUNDATION

SF STEPPED FOOTING. REFER TO TYPICAL DETAILS. CREATE EQUAL STEPS

BETWEEN ADJACENT TOP OF FOOTING ELEVATIONS.

TOP OF FOUNDATION ELEMENT; REFER TO FOUNDATION PLAN NOTES FOR

ELEVATIONS NOT NOTED ON PLANS

TW TW - TOP OF WALL

TP TP - TOP OF PIER

TF TF - TOP OF FOUNDATION

Fx.x/WFx.x SPREAD FOOTING OR WALL FOOTING DESIGNATION. REFER TO FOOTING

SCHEDULES.

Px CONCRETE PIER DESIGNATION. REFER TO TYPICAL PIER DETAILS.

BPx STEEL COLUMN BASE PLATE, REFER TO BASE PLATE DETAILS AND ANCHOR

SETTING DETAILS.

NOTES - STRUCTURAL - FOUNDATION

1 FLOOR CONSTRUCTION, UNO: 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF. REFER

TO TYPICAL DETAILS ON FOR ADDITIONAL REQUIREMENTS.

2 TOP OF SLAB-ON-GRADE ELEVATION = VARIES AS NOTED, REFER TO ARCHITECTURAL.

3 TOP OF PIER ELEVATION = REFER TO PLAN.

4 TOP OF BRICK LEDGE ELEVATION = REFER TO PLAN.

5 TOP OF FOOTING ELEVATION = 97'-0" UNO. ALL EXTERIOR FOOTINGS TO EXTEND A

MINIMUM OF 3'-6" BELOW FINISHED GRADE.

6 REFER TO GENERAL NOTES FOR DESIGN SOIL BEARING CAPACITY.

7 PROVIDE FROST-FREE ENTRANCE APRON AT ALL EXTERIOR DOORS, REFER TO TYPICAL

DETAIL.

8 REFER TO TYPICAL DETAIL FOR PIPE CROSSINGS AT FOUNDATIONS, STEP FOOTINGS AS

REQUIRED TO ALLOW PIPE TO PASS THROUGH FOUNDATION WALL. REFER TO

MECHANICAL FOR SIZES AND LOCATIONS OF PIPING, COORDINATE FINAL SIZES AND

ELEVATIONS WITH MECHANICAL SUPPLIER.

9 PROVIDE THICKENED SLAB UNDER ALL INTERIOR NON-LOADBEARING CMU WALLS AND

STAIR STRINGERS PER TYPICAL DETAILS. THESE ITEMS ARE NOT SHOWN ON THE

STRUCTURAL FOUNDATION PLANS. COORDINATE LOCATION WITH THE ARCHITECTURAL

DRAWINGS.

10 VERIFY LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH ARCHITECTURAL

DRAWINGS BEFORE PLACING FOUNDATIONS.

11 COORDINATE WITH ALL DRAWINGS FOR LOCATION OF OPENINGS, SLEEVES, AND UNDER

FLOOR PIPES, CONDUITS, DRAINS, DEPRESSIONS, ETC.

12 SUBGRADE IMPROVEMENTS OVER PORTIONS OF THE BUILDING FOOTPRINT ARE

EXPECTED AS NOTED IN THE GEOTECHNICAL REPORT RECOMMENDATIONS.

1/16" = 1'-0"

OVERALL FOUNDATION PLAN

TRUE NORTH

AMBERLY ELEMENTARY

UNIT A

UNIT B UNIT C UNIT D

KEY PLAN

SCALE: NO SCALE

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

M

S

R

P

N

M

Q

S 303

S 303

S 303

S 303

S 303

S 303

S 303

W F2

WF32

WF24

W F2

W F2

W F3

WF24

WF24

W F2

WF24

W F2

W F2

W F2

WF24

WF24

WF24

W F2

WF24

WF24

WF24

W F2

WF36

W F3

S 303

9 SIM

S 303

S 303

S O

G

'-8

S O

G

'-0

S O

G

'-8

S O

G '-0

S 303

S 303

S 303

S 303

S 303

S 303

S 303

F4.0

TF=

95'-4"

F4.0

TF=

97'-0"

F4.0

TF=

98'-0"

F4.0

TF= 98'-0"

F4.0

TF= 98'-0"

F11.4

TF= 97'-0"

F4.0

TF= 95'-0"

S 303

W F2

W F3

WF32

WF32 W

F3

WF36

J

J

'-8

'-8

'-4

13'-8"

7'-1"

29'-0"

21'-11"

25'-3 1/2"

54'-5 1/2" 20'-9" 1'-3"

K

K

L

L

'-7

/4

'-3

'-0

'-0

'-0

1'-2"

14'-2"

11'-8"

4'-8"

1'-8"

TW= 100'-0"

TF= 97'-0"

'-0

'-0

'-6

'-2

'-0

'-1

/8

1'-4"

5'-8"

8"

'-8

S 301

R 6' - 8"

R 6' - 8"

21'-1 7/8"

1'-4"

TW= 100'-0"

'-1

/2

'-0

SF

SF

F4.0

TF= 95'-0"

'-0

'-0

'-0

'-0

'-0

27'-4"

'-0

10°

8" 8"

10 3/8"

4'-8"

3'-0"

3'-0"

TW= 100'-0"

WF24

"8

S 301

'-4

'-6

1'-4"

4'-0"

S 301

'-0

'-0

'-4

8"

8"

'-6

RWF54

TW= 98'-0"

'-0

RW

F5

1'-4"

TF= 95'-0"

'-4

RWF54

RW

F5

TW= 97'-4"

TF= 95'-0"

1'-4"

TF= 95'-0"

TW= 97'-4"

6'-7"

19'-4"

1'-4"

1'-9"

'-0

78'-0 5/8"

10'-5"

5'-8"

5'-10"

16'-4"

4'-8"

2'-5"

5'-7" S 301

'-4

'-0

S 301

TF= 95'-0"

TW= 98'-0"

TW= 100'-0"

WF24

TW= 98'-8"

S 301

TW= 98'-8"

'-8

'-0

'-0

'-4

'-4

TF= 95'-0"

TW= 98'-0"

TW= 98'-8"

'-0

'-1

/4 "3'-0"

TW= 98'-8"

TW= 98'-0"

TF= 95'-0"

8" 8"

1'-4"

S 301

'-0

1'-0" 8"

1'-8"

TW= 98'-8"

TW= 98'-0"

TF= 95'-0"

65'-8"

TW= 98'-8"

TW= 98'-0"

TF= 95'-0"

'-0

'-8

TW= 98'-0"

TW= 98'-8"

TF= 95'-0"

FAMILY RESOURCE

13'-3"

S 303

S 303

'-7

/2

'-1

'-4

/4

'-3

5"

5'-5"

9'-4 1/2"

5"

10'-0"

93'-0 1/2"

S 303

S 303

S 303

S 303

4'-9 1/2"

24'-1 3/4"

RA

M

P

UNIT

A

UNIT

C

MUSIC

TW= 99'-4"

TW= 100'-0"

TF= 97'-0"

S F

S F

TF= 97'-0"

TW= 99'-4"

TW= 100'-0"

'-0

45°

65°

SF

SF

'-4

'-0

'-4

SF

SF

TF= 97'-0"

TW= 99'-4"

TF= 97'-0"

TF= 94'-0"

S F

S F

TF= 94'-0"

TF= 97'-0"

TW= 99'-4"

TEACHER LOUNGE

FLEX OFFICE

PRINCIPAL

W F3

WF32

TW= 97'-4"

SF

SF

TF= 95'-0"

TW= 98'-0"

TW= 98'-0"

TF= 93'-0"

RW

F5

S 303

S 303

SIM

S 301

TYP

9'-11 1/2"

'-6

/2

W F2

W F2

SF

SF

SF

SF

SF

SF

S F

S F

S F

S F

SF

SF

S

FS

F

S

FS

F

TS

TS24

S 301

S 301

TS

TS24

S 301

TS

S F

SOG=98'-8"

SOG100'-0"

WF48 S 303

S 303

BP1

P1

TP=97'-8"BP1

P1

TP=99'-0"

BP1

SIM

TF= 95'-0"

S F

S F

TW= 98'-0"

TF= 93'-0"

TF= 95'-0"

BP3

BP3

BP4

BP4

BP6

BP5

BP6

BP5

BP6

BP7

B P

B P

B P

B P

B P

SF

SF

TF= 92'-0"SF

SF

TW= 98'-0"

TF= 95'-0"

TF= 95'-0"

P2

TP=99'-0"

BP2

BP2

F11.4

TF= 97'-0"

P2

TP=99'-0"

BP2

BP2

LIBRARY

MEN

SERVERY

S F

7'-0" ±

'-8

" 8"

2'-8"

TF= 98'-0"

MECHANICAL

M118

DRY STORAGE

KITCHEN

ELEC

E116

RECEIVING

CAFE

GYM

WELCOMING ENTRY

100H

GYM STG

120S

PE OFFICE

ELEC

E120

FAMILY TLT

120T

TLT

100T

RECEPTION

COPY

CLINIC

CONFERENCE

CLINIC TLT

102T

DISHWASHING

CUST

WOMEN

DATA/IT

D120

LIVING ROOM

120G

PASSAGEWAY

120H

SECURE VESTIBULE

V100

TABLE STG

110S

VESTIBULE

110V

SF

'-0

'-0

SF

SF

TF= 97'-4"

TF= 96'-8"

TF= 98'-0"

S 301

PASSAGEWAY

120H

TF= 97'-4"

WF24

WF24

135°

'-8

'-6

/8

Room

NA

MAKERSPACE

TW= 99'-4"

TF= 97'-0"

W F2

W F2

W F2

SF

SF

SF

TS24

W F2

W F2

S 303

S 303

4'-6"

'-6

4'-6"

WF24

TW= 99'-4"

TF= 97'-0"S 303

21.6

7'-10"

6'-4"

5'-10"

5'-10"

23.5

24.5

TW= 100'-0"

TF= 97'-0"

J.5

'-4

'-8

'-1

/2

'-4

/2

K.6

TW= 99'-4"

S 301

S

FS

FS

F

TF= 99'-4"

UNIT A

UNIT C

S 303

5 SIM

WF32

20°

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

F O

U N

D A

T

IO

N P

L A

N

U N

IT

A

-2

.0

S

A

A M

B E

R L

Y E

L E

M E

N T

A R

Y S

C H

O O

L B

P

E A

R L Y

F O

U N

D A

T

IO

N

P o rt a g e

M ic h ig a n

P O

R T

A G

E P

U B

L

IC

S C

H O

O L

S

M A

R C

H

KEYED NOTES - STRUCTURAL - FOUNDATION

1 INTERIOR CMU SHEAR WALL ABOVE, REFER TO FRAMING PLANS.

LEGEND - STRUCTURAL - FOUNDATION

SF STEPPED FOOTING. REFER TO TYPICAL DETAILS. CREATE EQUAL STEPS

BETWEEN ADJACENT TOP OF FOOTING ELEVATIONS.

TOP OF FOUNDATION ELEMENT; REFER TO FOUNDATION PLAN NOTES FOR

ELEVATIONS NOT NOTED ON PLANS

TW TW - TOP OF WALL

TP TP - TOP OF PIER

TF TF - TOP OF FOUNDATION

Fx.x/WFx.x SPREAD FOOTING OR WALL FOOTING DESIGNATION. REFER TO FOOTING

SCHEDULES.

Px CONCRETE PIER DESIGNATION. REFER TO TYPICAL PIER DETAILS.

BPx STEEL COLUMN BASE PLATE, REFER TO BASE PLATE DETAILS AND ANCHOR

SETTING DETAILS.

NOTES - STRUCTURAL - FOUNDATION

1 FLOOR CONSTRUCTION, UNO: 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF. REFER

TO TYPICAL DETAILS ON FOR ADDITIONAL REQUIREMENTS.

2 TOP OF SLAB-ON-GRADE ELEVATION = VARIES AS NOTED, REFER TO ARCHITECTURAL.

3 TOP OF PIER ELEVATION = REFER TO PLAN.

4 TOP OF BRICK LEDGE ELEVATION = REFER TO PLAN.

5 TOP OF FOOTING ELEVATION = 97'-0" UNO. ALL EXTERIOR FOOTINGS TO EXTEND A

MINIMUM OF 3'-6" BELOW FINISHED GRADE.

6 REFER TO GENERAL NOTES FOR DESIGN SOIL BEARING CAPACITY.

7 PROVIDE FROST-FREE ENTRANCE APRON AT ALL EXTERIOR DOORS, REFER TO TYPICAL

DETAIL.

8 REFER TO TYPICAL DETAIL FOR PIPE CROSSINGS AT FOUNDATIONS, STEP FOOTINGS AS

REQUIRED TO ALLOW PIPE TO PASS THROUGH FOUNDATION WALL. REFER TO

MECHANICAL FOR SIZES AND LOCATIONS OF PIPING, COORDINATE FINAL SIZES AND

ELEVATIONS WITH MECHANICAL SUPPLIER.

9 PROVIDE THICKENED SLAB UNDER ALL INTERIOR NON-LOADBEARING CMU WALLS AND

STAIR STRINGERS PER TYPICAL DETAILS. THESE ITEMS ARE NOT SHOWN ON THE

STRUCTURAL FOUNDATION PLANS. COORDINATE LOCATION WITH THE ARCHITECTURAL

DRAWINGS.

10 VERIFY LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH ARCHITECTURAL

DRAWINGS BEFORE PLACING FOUNDATIONS.

11 COORDINATE WITH ALL DRAWINGS FOR LOCATION OF OPENINGS, SLEEVES, AND UNDER

FLOOR PIPES, CONDUITS, DRAINS, DEPRESSIONS, ETC.

12 SUBGRADE IMPROVEMENTS OVER PORTIONS OF THE BUILDING FOOTPRINT ARE

EXPECTED AS NOTED IN THE GEOTECHNICAL REPORT RECOMMENDATIONS.

TRUE NORTH

AMBERLY ELEMENTARY

UNIT A

UNIT B UNIT C UNIT D

KEY PLAN

SCALE: NO SCALE

1/8" = 1'-0"

FOUNDATION PLAN - UNIT A

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

WALL FOOTING SCHEDULE

MARK

SIZE REINFORCEMENT

THICKNESS WIDTH LONGITUDINAL TRANSVERSE

WF24 12" 24" (2) #5 -

WF32 12" 32" (3) #5 -

WF36 14" 36" (3) #5 -

WF42 14" 42" (4) #5 -

WF48 16" 48" (4) #5 #5 @ 12" OC

WF54 16" 54" (5) #5 #5 @ 12" OC

RWF54 18" 54" REFER TO DETAIL

WF60 18" 60" (5) #5 #5 @ 12" OC

WF78 18" 78" (6) #5 #6 @ 12" OC

SPREAD FOOTING SCHEDULE

MARK

SIZE

REINFORCEMENTTHICKNESS WIDTH LENGTH

F4.0 12" 4'-0" 4'-0" (4) #5 EW

F4.5 12" 4'-6" 4'-6" (4) #5 EW

F5.5 12" 5'-6" 5'-6" (6) #5 EW

F5.7 14" 7'-0" 5'-5" (6) #6 LONG, (5) #6 SHORT

F6.0 12" 6'-0" 6'-0" (7) #5 EW

F6.5 13" 6'-6" 6'-6" (6) #6 EW

F7.0 14" 7'-0" 7'-0" (6) #6 EW

F7.5 15" 7'-6" 7'-6" (7) #6 EW

F8.5 17" 8'-6" 8'-6" (7) #7 EW

F9.5 18" 9'-6" 9'-6" (8) #7 EW

F10.7 17" 10'-0" 7'-0" (8) #7 LONG, (6) #7 SHORT

F11.4 12" 11'-0" 4'-0" (7) #6 LONG, (4) #6 SHORT

UNIT B

UNIT C

UNIT

B

UNIT

C

D

F

H

E

1 2 3

B

C

G

S 303

S 303

S 303

S 303

S 303

1 S 303

S 303

S 303

S 303

S 303

S 303

WF36

WF32

W F4

WF36

W F4

WF42

W F3

WF36

TYP

F7.5

TF= 97'-0"

F5.5

TF= 94'-10"

F7.5

TF= 95'-4"

'-0

'-5

'-9

'-6

'-0

'-8

'-4

'-0

1'-0" 6'-9" 5'-4" 27'-9" 1'-2"

'-4

'-4

'-4

'-4

'-0

'-4

S F

SF

'-0

'-0

'-0

'-8

'-4

S F

28'-8" 22'-8" 30'-8" 14'-0"

96'-0"

S 301

6'-6"

'-4

WF42

'-8

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

'-4

8" 8"

'-4

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

'-4

"8" 8"

TW= 99'-4"

TW= 98'-8"

3'-8" 18'-0" 3'-8"

W F4

8" 8"

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

TW= 99'-4"

TF= 97'-0" 1

'-4

TF= 97'-0"

TW= 99'-4"

1'-4"

100'-0"

26'-8" 42'-0" 31'-4"

S 301

'-0

TF= 96'-0"

TW= 98'-8"

TW= 99'-4"

W F4

8" 8"

'-4

TF= 96'-0"

TW= 99'-4"

WF32

8" 8"

TF= 96'-0"

TF= 97'-0"

TW= 98'-8"

TW= 99'-4"

S 303

39'-10" 33'-6"

8'-0" 4'-0"

SF

SF

SF

SF

SF

SF

SF

SF

SF

TF= 92'-0"

TF= 97'-0"

WF42

WF42

W F3

WF78

TYP

P1

TP=98'-4"

BP2

P1

TP=98'-4"

BP2

BP2

SGR

146G

LEARNING STUDIO

TLT

146T

19'-2" 9'-6"

28'-8"

S 301

S 303

SF

SF

TW= 98'-8"

SF

SF

S 301

SF

P1

TP=98'-4"

TF= 95'-4"

SF

'-0

F6.5

TF= 98'-8"

W F4

TF= 98'-8"

TF= 98'-8"

CUST

KILN

129K

ESI STUDIO

FLEX STUDIO

SF

W F4

W F3

W F3

TF= 96'-0"

W F3

SF

W F3

TW= 98'-8" 2

'-0

TF= 96'-0"

TW= 98'-8"

S 303

8"

LEARNING STUDIO

LEARNING COMMONS

LEARNING STUDIO

TLT

148T

TLT

147T

STAIR

ST01

LEARNING STUDIO

PASSAGEWAY

140H

TLT

149T

ELEC

E140

SGR

140G

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

F O

U N

D A

T

IO

N P

L A

N

U N

IT

B

-2

.0

S

B

A M

B E

R L

Y E

L E

M E

N T

A R

Y S

C H

O O

L B

P

E A

R L Y

F O

U N

D A

T

IO

N

P o rt a g e

M ic h ig a n

P O

R T

A G

E P

U B

L

IC

S C

H O

O L

S

M A

R C

H

KEYED NOTES - STRUCTURAL - FOUNDATION

1 INTERIOR CMU SHEAR WALL ABOVE, REFER TO FRAMING PLANS.

LEGEND - STRUCTURAL - FOUNDATION

SF STEPPED FOOTING. REFER TO TYPICAL DETAILS. CREATE EQUAL STEPS

BETWEEN ADJACENT TOP OF FOOTING ELEVATIONS.

TOP OF FOUNDATION ELEMENT; REFER TO FOUNDATION PLAN NOTES FOR

ELEVATIONS NOT NOTED ON PLANS

TW TW - TOP OF WALL

TP TP - TOP OF PIER

TF TF - TOP OF FOUNDATION

Fx.x/WFx.x SPREAD FOOTING OR WALL FOOTING DESIGNATION. REFER TO FOOTING

SCHEDULES.

Px CONCRETE PIER DESIGNATION. REFER TO TYPICAL PIER DETAILS.

BPx STEEL COLUMN BASE PLATE, REFER TO BASE PLATE DETAILS AND ANCHOR

SETTING DETAILS.

NOTES - STRUCTURAL - FOUNDATION

1 FLOOR CONSTRUCTION, UNO: 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF. REFER

TO TYPICAL DETAILS ON FOR ADDITIONAL REQUIREMENTS.

2 TOP OF SLAB-ON-GRADE ELEVATION = VARIES AS NOTED, REFER TO ARCHITECTURAL.

3 TOP OF PIER ELEVATION = REFER TO PLAN.

4 TOP OF BRICK LEDGE ELEVATION = REFER TO PLAN.

5 TOP OF FOOTING ELEVATION = 97'-0" UNO. ALL EXTERIOR FOOTINGS TO EXTEND A

MINIMUM OF 3'-6" BELOW FINISHED GRADE.

6 REFER TO GENERAL NOTES FOR DESIGN SOIL BEARING CAPACITY.

7 PROVIDE FROST-FREE ENTRANCE APRON AT ALL EXTERIOR DOORS, REFER TO TYPICAL

DETAIL.

8 REFER TO TYPICAL DETAIL FOR PIPE CROSSINGS AT FOUNDATIONS, STEP FOOTINGS AS

REQUIRED TO ALLOW PIPE TO PASS THROUGH FOUNDATION WALL. REFER TO

MECHANICAL FOR SIZES AND LOCATIONS OF PIPING, COORDINATE FINAL SIZES AND

ELEVATIONS WITH MECHANICAL SUPPLIER.

9 PROVIDE THICKENED SLAB UNDER ALL INTERIOR NON-LOADBEARING CMU WALLS AND

STAIR STRINGERS PER TYPICAL DETAILS. THESE ITEMS ARE NOT SHOWN ON THE

STRUCTURAL FOUNDATION PLANS. COORDINATE LOCATION WITH THE ARCHITECTURAL

DRAWINGS.

10 VERIFY LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH ARCHITECTURAL

DRAWINGS BEFORE PLACING FOUNDATIONS.

11 COORDINATE WITH ALL DRAWINGS FOR LOCATION OF OPENINGS, SLEEVES, AND UNDER

FLOOR PIPES, CONDUITS, DRAINS, DEPRESSIONS, ETC.

12 SUBGRADE IMPROVEMENTS OVER PORTIONS OF THE BUILDING FOOTPRINT ARE

EXPECTED AS NOTED IN THE GEOTECHNICAL REPORT RECOMMENDATIONS.

TRUE NORTH

AMBERLY ELEMENTARY

UNIT A

UNIT B UNIT C UNIT D

KEY PLAN

SCALE: NO SCALE

1/8" = 1'-0"

FOUNDATION PLAN - UNIT B

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

WALL FOOTING SCHEDULE

MARK

SIZE REINFORCEMENT

THICKNESS WIDTH LONGITUDINAL TRANSVERSE

WF24 12" 24" (2) #5 -

WF32 12" 32" (3) #5 -

WF36 14" 36" (3) #5 -

WF42 14" 42" (4) #5 -

WF48 16" 48" (4) #5 #5 @ 12" OC

WF54 16" 54" (5) #5 #5 @ 12" OC

RWF54 18" 54" REFER TO DETAIL

WF60 18" 60" (5) #5 #5 @ 12" OC

WF78 18" 78" (6) #5 #6 @ 12" OC

SPREAD FOOTING SCHEDULE

MARK

SIZE

REINFORCEMENTTHICKNESS WIDTH LENGTH

F4.0 12" 4'-0" 4'-0" (4) #5 EW

F4.5 12" 4'-6" 4'-6" (4) #5 EW

F5.5 12" 5'-6" 5'-6" (6) #5 EW

F5.7 14" 7'-0" 5'-5" (6) #6 LONG, (5) #6 SHORT

F6.0 12" 6'-0" 6'-0" (7) #5 EW

F6.5 13" 6'-6" 6'-6" (6) #6 EW

F7.0 14" 7'-0" 7'-0" (6) #6 EW

F7.5 15" 7'-6" 7'-6" (7) #6 EW

F8.5 17" 8'-6" 8'-6" (7) #7 EW

F9.5 18" 9'-6" 9'-6" (8) #7 EW

F10.7 17" 10'-0" 7'-0" (8) #7 LONG, (6) #7 SHORT

UNIT

C

UNIT

D

UNIT B

UNIT C

UNIT

B

UNIT

C

D

F

H

E

3 4

B

A

6 1075

C

8 11 12

G

S 303

S 303

S 303

S 303

S 303

S 303

S 303

S 303

S 303

WF42

W F3

W F4

WF42

WF48

W F3

2 WF48

W F4

WF42

W F3

W F5

WF32

W F3

W F5

W F3

WF36

WF54

W F3

WF60

W F3

WF24

WF24

W F4

WF36

W F3

S 301

12TYP

S 303

SOG=99'-4"

SOG=98'-8"

SOG=99'-4"

SOG=100'-0"

S 303

7TYP

S 303

S 303

9 SIM

F5.5

TF= 98'-8"

F6.0

TF= 98'-4"

F7.5

TF= 95'-0"

F9.5

TF= 98'-8"

F8.5

TF= 98'-4"

F7.0

TF= 98'-4"

'-4

'-3

/2

'-4

/2

'-5

'-9

'-6

'-0

'-8

'-4

5'-0" 31'-2 1/2" 17'-0" 13'-3" 3'-4" 11'-3" 5'-3 1/2" 9'-9 1/2" 15'-2 1/2" 5'-3 1/2"

LEARNING STUDIO

'-4

'-8

'-4

'-0

'-8

'-0

S F

'-7

/2

F4.5

TF= 98'-0"

S O

G

'-8

'-8

S 301

4'-0"

1'-4"

8" 8"

TW= 100'-0"

TW= 99'-4"

TF= 95'-0"

TW= 98'-8"

S 301

TF= 95'-0"

TW= 99'-4"

TW= 100'-0"

WF42

TF= 95'-0"

TW= 99'-4"

TW= 98'-8"

'-4

'-4

'-0

'-4

'-4

S 301

1'-4" 4'-0"

8" 8"

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

8" 8"

'-8

'-4

'-0

1'-10 1/2" 18'-7 1/2" 7'-10 1/2"

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

TW= 99'-4"

TF= 96'-0"

8" 8"

1'-4"

35'-4" 76'-0"

10 1/2" 6'-1 1/2" 5'-4" 5'-6 1/2"

S 301

'-0

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

'-4

8" 8"

TW= 99'-4"

TW= 98'-8"

TF= 96'-0"

'-4

"8

8" 8"

1'-4"

4'-0" 8" 8"

'-8

'-4

8" 8"

1'-4"

TW= 99'-4"

TW= 98'-8"

TF= 97'-0"

SF SF

SOG=99'-4"

SOG=100'-0"

S 303

S 303

S 303

S 303

S 303

6'-0" 22'-3 1/2"

'-9

/2

9'-0"

2"

'-2

'-2

9'-9"

'-0

S 303

S 303

S 303

S 303

S 303

RAMP

R A M

P

UNIT

A

UNIT

C

MUSIC

S F

4'-0" 8" 8"

F10.7

TF= 95'-0"

P1

TP=98'-4"

BP2

F5.7

TF= 95'-0"

P1

TP=98'-8"

BP2

S F

WF36

S F

S F

SF

SF

S F

S F

S F

SF

SF

SF

SF

S F

S F

UNIT C UNIT D

S F

SOG=98'-8"

SOG100'-0"

WF48 S 303

BP2

S F

SF

WF36

SF

TF= 98'-8"

S F

S F

BP2

TS24

TS24

SF

SF

SF

W F2

W F2

SF

1 1

SF

S F

S F

SF

'-0

'-0

6"

WF60

TF= 98'-8"

S F

SF

SF

TF= 98'-0"

TF= 97'-4"

S 301

8SIM

TW= 98'-8"

F5.5

TF= 96'-0"

W F4

BP2 BP2

BP2

BP2

P1

TP=98'-4"

BP2 8

/8

2'-6 7/8" 6'-1 1/8"

'-8

/8

'-2

/8

TW= 98'-8"

TF= 94'-4"

TF= 98'-8"

WF48

S F

S

FSF

HEART

STAFF TLT

140T

CUST

ESI SENSORY

STORAGE

129S

KILN

129K

MAKERSPACE

ESI SGR /OFFICE

ESI SPEECH OFFICE

ESI STUDIO

ASD STUDIO

PASSAGEWAY

160H

TLT

160T

EDUCATOR WORKSHOP

LEARNING COMMONS

SGR

151G

TLT

150T

EDUCATOR WORKSHOP

PASSAGEWAY

150H

LEARNING STUDIO

LEARNING STUDIO

LEARNING STUDIO

FLEX STUDIO

LIBRARY

STAIR

ST02

S F

SF

SF

ELEC

E160

TLT

160T-1

TLT

160T-2

TLT

160T-3

TLT

160T-4

'-0

'-0

S F

S F

S F

W F3

SF

TF= 98'-8"

TF= 98'-8"

TF= 97'-0"

S F

S F

10'-4 1/4" ±

TF= 99'-4"

TF= 98'-8"

TW= 98'-8"

TF= 98'-8"

TW= 98'-8"

S 303

TF= 95'-0"

WF24

TS

WF24

" WF42

W F3

W F4

GYM STG

120S

PASSAGEWAY

120H

SF

W F3

'-0

TF= 96'-0"

TW= 98'-8"

S 303

8"

W F5

SGR

150G

ELEC

E150

DATA/IT

D130

ESI STUDIO

S 301

S O

G

'-4

TW= 98'-8"

TF= 95'-0"

TF= 96'-8"

TF= 98'-0"

TF= 98'-8"

LEARNING STUDIO

TF= 96'-0"

W F3

W

F3 2 4'-0"

TF= 99'-4"

S 303

UNIT A

UNIT C

TF= 99'-4"

TF= 98'-8"

W F5

TW= 98'-8"

TW= 99'-4"

TW= 98'-0"

WF48

WF48

TF= 98'-8"

4'-0"

'-4

'-0

21'-4"

TW= 98'-8"

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

F O

U N

D A

T

IO

N P

L A

N

U N

IT

C

-2

.0

S

C

A M

B E

R L

Y E

L E

M E

N T

A R

Y S

C H

O O

L B

P

E A

R L Y

F O

U N

D A

T

IO

N

P o rt a g e

M ic h ig a n

P O

R T

A G

E P

U B

L

IC

S C

H O

O L

S

M A

R C

H

KEYED NOTES - STRUCTURAL - FOUNDATION

1 INTERIOR CMU SHEAR WALL ABOVE, REFER TO FRAMING PLANS.

LEGEND - STRUCTURAL - FOUNDATION

SF STEPPED FOOTING. REFER TO TYPICAL DETAILS. CREATE EQUAL STEPS

BETWEEN ADJACENT TOP OF FOOTING ELEVATIONS.

TOP OF FOUNDATION ELEMENT; REFER TO FOUNDATION PLAN NOTES FOR

ELEVATIONS NOT NOTED ON PLANS

TW TW - TOP OF WALL

TP TP - TOP OF PIER

TF TF - TOP OF FOUNDATION

Fx.x/WFx.x SPREAD FOOTING OR WALL FOOTING DESIGNATION. REFER TO FOOTING

SCHEDULES.

Px CONCRETE PIER DESIGNATION. REFER TO TYPICAL PIER DETAILS.

BPx STEEL COLUMN BASE PLATE, REFER TO BASE PLATE DETAILS AND ANCHOR

SETTING DETAILS.

NOTES - STRUCTURAL - FOUNDATION

1 FLOOR CONSTRUCTION, UNO: 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF. REFER

TO TYPICAL DETAILS ON FOR ADDITIONAL REQUIREMENTS.

2 TOP OF SLAB-ON-GRADE ELEVATION = VARIES AS NOTED, REFER TO ARCHITECTURAL.

3 TOP OF PIER ELEVATION = REFER TO PLAN.

4 TOP OF BRICK LEDGE ELEVATION = REFER TO PLAN.

5 TOP OF FOOTING ELEVATION = 97'-0" UNO. ALL EXTERIOR FOOTINGS TO EXTEND A

MINIMUM OF 3'-6" BELOW FINISHED GRADE.

6 REFER TO GENERAL NOTES FOR DESIGN SOIL BEARING CAPACITY.

7 PROVIDE FROST-FREE ENTRANCE APRON AT ALL EXTERIOR DOORS, REFER TO TYPICAL

DETAIL.

8 REFER TO TYPICAL DETAIL FOR PIPE CROSSINGS AT FOUNDATIONS, STEP FOOTINGS AS

REQUIRED TO ALLOW PIPE TO PASS THROUGH FOUNDATION WALL. REFER TO

MECHANICAL FOR SIZES AND LOCATIONS OF PIPING, COORDINATE FINAL SIZES AND

ELEVATIONS WITH MECHANICAL SUPPLIER.

9 PROVIDE THICKENED SLAB UNDER ALL INTERIOR NON-LOADBEARING CMU WALLS AND

STAIR STRINGERS PER TYPICAL DETAILS. THESE ITEMS ARE NOT SHOWN ON THE

STRUCTURAL FOUNDATION PLANS. COORDINATE LOCATION WITH THE ARCHITECTURAL

DRAWINGS.

10 VERIFY LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH ARCHITECTURAL

DRAWINGS BEFORE PLACING FOUNDATIONS.

11 COORDINATE WITH ALL DRAWINGS FOR LOCATION OF OPENINGS, SLEEVES, AND UNDER

FLOOR PIPES, CONDUITS, DRAINS, DEPRESSIONS, ETC.

12 SUBGRADE IMPROVEMENTS OVER PORTIONS OF THE BUILDING FOOTPRINT ARE

EXPECTED AS NOTED IN THE GEOTECHNICAL REPORT RECOMMENDATIONS.

TRUE NORTH

AMBERLY ELEMENTARY

UNIT A

UNIT B UNIT C UNIT D

KEY PLAN

SCALE: NO SCALE

1/8" = 1'-0"

FOUNDATION PLAN - UNIT C

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

WALL FOOTING SCHEDULE

MARK

SIZE REINFORCEMENT

THICKNESS WIDTH LONGITUDINAL TRANSVERSE

WF24 12" 24" (2) #5 -

WF32 12" 32" (3) #5 -

WF36 14" 36" (3) #5 -

WF42 14" 42" (4) #5 -

WF48 16" 48" (4) #5 #5 @ 12" OC

WF54 16" 54" (5) #5 #5 @ 12" OC

RWF54 18" 54" REFER TO DETAIL

WF60 18" 60" (5) #5 #5 @ 12" OC

WF78 18" 78" (6) #5 #6 @ 12" OC

SPREAD FOOTING SCHEDULE

MARK

SIZE

REINFORCEMENTTHICKNESS WIDTH LENGTH

F4.0 12" 4'-0" 4'-0" (4) #5 EW

F4.5 12" 4'-6" 4'-6" (4) #5 EW

F5.5 12" 5'-6" 5'-6" (6) #5 EW

F5.7 14" 7'-0" 5'-5" (6) #6 LONG, (5) #6 SHORT

F6.0 12" 6'-0" 6'-0" (7) #5 EW

F6.5 13" 6'-6" 6'-6" (6) #6 EW

F7.0 14" 7'-0" 7'-0" (6) #6 EW

F7.5 15" 7'-6" 7'-6" (7) #6 EW

F8.5 17" 8'-6" 8'-6" (7) #7 EW

F9.5 18" 9'-6" 9'-6" (8) #7 EW

F10.7 17" 10'-0" 7'-0" (8) #7 LONG, (6) #7 SHORT

UNIT

C

UNIT

D

D

F

H

E

B

C

11 12

G

S 303

S 303

S 303

S 303

S 303

S 303

S 303

S 303

W F4

WF36

W F4

2 WF42

WF36

W F4

WF42

W F3

WF32

WF32

W F4

SOG=99'-4"

SOG=98'-8"

WF78

S 303

F7.0

TF= 97'-8"

S 301

9 TYP

F7.0

TF= 97'-8"

F6.0

TF= 97'-8"

F7.0

TF= 97'-8"

'-0

'-5

'-9

'-6

'-0

'-8

'-4

'-0

'-0

'-8

S F

1'-10 1/2" 18'-7 1/2" 7'-10 1/2" 12'-8" 38'-10" 1'-0" 7'-8" 4'-0" 16'-0"

S F

S O

G

'-8

41'-4" 42'-0" 26'-8"

21'-11 1/2" 19'-4 1/2" 1'-2" 34'-4" 5'-4"

2"

1'-0"

'-4

TF= 95'-0"

TW= 98'-0"

TW= 98'-8"

8" 8"

'-4

TF= 95'-0"

TW= 98'-0"

TW= 98'-8"

110'-0"

S 301

'-0

8" 8"

'-4

TF= 95'-0"

TW= 98'-8"

'-8

"SF

TW= 98'-8"

1'-4"

8" 8"

TW= 98'-8"

TW= 98'-0"

TF= 94'-0"

1'-4"

8" 8"

106'-8"

55'-4" 22'-8" 28'-8"

'-4

8" 8"

'-4

'-4

'-0

'-4

'-0

1'-4" 2'-4" 18'-0" 2'-4" 1'-4"

S 301

"8" 8"

S 303

WF32

'-4

TW= 98'-8"

TW= 98'-0"

TF= 95'-0"

TW= 98'-0"

TW= 98'-8"

TF= 95'-0"

6'-4"

SF

SF

SF

SF

UNIT C UNIT D

BP2

BP2

BP2

1 1

S F

S F

TF= 94'-0"

TF= 93'-0"

TW= 98'-8"

TW= 96'-8"

TF= 95'-0"

TW= 98'-0"

13'-2" 19'-0"

F6.5

TF= 98'-0"

TW= 98'-0"

ESI STUDIO

ASD STUDIO

PASSAGEWAY

160H

TLT

160T

EDUCATOR WORKSHOP

ELEC

E160

TLT

160T-1

TLT

160T-2

TLT

160T-3

TLT

160T-4

W F4

W

F3

W F4

BP2

32'-2"

TW= 96'-8"

S O

G

'-4

TF= 95'-0"

LEARNING STUDIO

LEARNING COMMONS

LEARNING STUDIO

STAIR

ST03

LEARNING STUDIO

LEARNING STUDIO

SGR

162G

TF= 96'-8"

TW= 98'-8"

WF48

4'-0"

'-0

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

F O

U N

D A

T

IO

N P

L A

N

U N

IT

D

-2

.0

S

D

A M

B E

R L

Y E

L E

M E

N T

A R

Y S

C H

O O

L B

P

E A

R L Y

F O

U N

D A

T

IO

N

P o rt a g e

M ic h ig a n

P O

R T

A G

E P

U B

L

IC

S C

H O

O L

S

M A

R C

H

KEYED NOTES - STRUCTURAL - FOUNDATION

1 INTERIOR CMU SHEAR WALL ABOVE, REFER TO FRAMING PLANS.

LEGEND - STRUCTURAL - FOUNDATION

SF STEPPED FOOTING. REFER TO TYPICAL DETAILS. CREATE EQUAL STEPS

BETWEEN ADJACENT TOP OF FOOTING ELEVATIONS.

TOP OF FOUNDATION ELEMENT; REFER TO FOUNDATION PLAN NOTES FOR

ELEVATIONS NOT NOTED ON PLANS

TW TW - TOP OF WALL

TP TP - TOP OF PIER

TF TF - TOP OF FOUNDATION

Fx.x/WFx.x SPREAD FOOTING OR WALL FOOTING DESIGNATION. REFER TO FOOTING

SCHEDULES.

Px CONCRETE PIER DESIGNATION. REFER TO TYPICAL PIER DETAILS.

BPx STEEL COLUMN BASE PLATE, REFER TO BASE PLATE DETAILS AND ANCHOR

SETTING DETAILS.

NOTES - STRUCTURAL - FOUNDATION

1 FLOOR CONSTRUCTION, UNO: 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF. REFER

TO TYPICAL DETAILS ON FOR ADDITIONAL REQUIREMENTS.

2 TOP OF SLAB-ON-GRADE ELEVATION = VARIES AS NOTED, REFER TO ARCHITECTURAL.

3 TOP OF PIER ELEVATION = REFER TO PLAN.

4 TOP OF BRICK LEDGE ELEVATION = REFER TO PLAN.

5 TOP OF FOOTING ELEVATION = 97'-0" UNO. ALL EXTERIOR FOOTINGS TO EXTEND A

MINIMUM OF 3'-6" BELOW FINISHED GRADE.

6 REFER TO GENERAL NOTES FOR DESIGN SOIL BEARING CAPACITY.

7 PROVIDE FROST-FREE ENTRANCE APRON AT ALL EXTERIOR DOORS, REFER TO TYPICAL

DETAIL.

8 REFER TO TYPICAL DETAIL FOR PIPE CROSSINGS AT FOUNDATIONS, STEP FOOTINGS AS

REQUIRED TO ALLOW PIPE TO PASS THROUGH FOUNDATION WALL. REFER TO

MECHANICAL FOR SIZES AND LOCATIONS OF PIPING, COORDINATE FINAL SIZES AND

ELEVATIONS WITH MECHANICAL SUPPLIER.

9 PROVIDE THICKENED SLAB UNDER ALL INTERIOR NON-LOADBEARING CMU WALLS AND

STAIR STRINGERS PER TYPICAL DETAILS. THESE ITEMS ARE NOT SHOWN ON THE

STRUCTURAL FOUNDATION PLANS. COORDINATE LOCATION WITH THE ARCHITECTURAL

DRAWINGS.

10 VERIFY LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH ARCHITECTURAL

DRAWINGS BEFORE PLACING FOUNDATIONS.

11 COORDINATE WITH ALL DRAWINGS FOR LOCATION OF OPENINGS, SLEEVES, AND UNDER

FLOOR PIPES, CONDUITS, DRAINS, DEPRESSIONS, ETC.

12 SUBGRADE IMPROVEMENTS OVER PORTIONS OF THE BUILDING FOOTPRINT ARE

EXPECTED AS NOTED IN THE GEOTECHNICAL REPORT RECOMMENDATIONS.

TRUE NORTH

AMBERLY ELEMENTARY

UNIT A

UNIT B UNIT C UNIT D

KEY PLAN

SCALE: NO SCALE

1/8" = 1'-0"

FOUNDATION PLAN - UNIT D

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…