2019_01_03_Kville_West_Elem_Media_Center_Bid_Doc_Drawings.pdf

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

DESIGN TEAM

ARCHITECT/ENGINEER

REFERENCED CODES

SITE ADDRESS

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

COVER SHEET

12-194.45

G 001

WEST ELEMENTARY MEDIA CENTER RENOVATION

KELLOGGSVILLE PUBLIC SCHOOLS

Grand Rapids, Michigan

CONSTRUCTION BID DOCUMENTS

KELLOGGSVILLE

PUBLIC

SCHOOLS

DRAWING INDEX

KELLOGGSVILLE PUBLIC SCHOOLS

WEST KELLOGGSVILLE ELEMENTARY

4555 MAGNOLIA SW

GRAND RAPIDS, MI 49548

TITLE

G 001 COVER SHEET

GENERAL

G 002 TYPICAL SYMBOLS, GENERAL NOTES, INTERIOR PARTITION TYPES AND FIRE-RATING KEY

G 101 OVERALL CODE COMPLIANCE PLAN

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S102 ROOF FRAMING PLAN

S301 FRAMING SECTIONS

ARCHITECTURAL

A 101 DEMOLITION & FLOOR PLANS

A 201 REFLECTED CEILING, ROOF PLAN, DOOR SCHEDULE, DOOR AND FRAME TYPES

A 601 FIRST FLOOR FINISH PLAN, MATERIAL SELECTIONS, & TYPICAL FINISH DETAILS

MECHANICAL

M 101 FIRST FLOOR MECHANICAL PLAN

M 150 MECHANICAL ROOF PLAN

M 501 MECHANICAL SCHEDULES AND DETAILS

M 601 TEMPERATURE CONTROLS

ELECTRICAL DEMOLITION

ED 101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

ELECTRICAL

E 101 FIRST FLOOR POWER AND COMMUNICATIONS PLAN

E 201 FIRST FLOOR LIGHTING PLAN

E 401 ELECTRICAL SYMBOLS AND DETAILS

E 402 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS

E 501 ELECTRICAL PANEL LOAD SHEETS

TECHNOLOGY

T 101 FIRST FLOOR TECHNOLOGY PLAN

T 601 TECHNOLOGY DETAILS

BUILDING:

PLUMBING:

MECHANICAL:

ELECTRICAL:

BARRIER-FREE:

USE GROUP:

CONSTRUCTION TYPE:

AUTOMATIC SPRINKLERS:

FUEL GAS:

2015 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

2015 MICHIGAN MECHANICAL CODE

2015 MICHIGAN PLUMBING CODE

2015 MICHIGAN BUILDING CODE AND 2014 ICC & C A117.1

2014 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

(IFGC) 2015 INTERNATIONAL FUEL GAS CODE

E

2B, II(0,0,0)

NOT PROVIDED

PROJECT AREA

FIRST FLOOR RENOVATION: 2,039 SQ.FT.

FIRST FLOOR EXISTING: 30,070 SQ.FT.

FIRST FLOOR STORAGE ROOM RENOVATION: 588 SQ.FT.

4 EAST FULTON STREET

SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

CONSTRUCTION MANAGER

300 IONIA NW

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.1521

FAX: 616.458.0770

ISSUED FOR DATE

B1

A 451

A 301

A

A 311

A 351

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"

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

DETAIL REFERENCE BUBBLE

BUILDING SECTION REFERENCE BUBBLE

EXTERIOR ELEVATION REFERENCE BUBBLE

INTERIOR ELEVATION REFERENCE BUBBLE

ELEVATION TAG - EXISTING

ELEVATION TAG - NEW

U N

IT

A

U N

IT

B

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

METAL STUD/FURRING AND CH STUD KEY

METAL STUD/FURRING

DESIGNATION SIZE

A GYPSUM BOARD DIRECT APPLIED TO CMU

B 7/8"

C 1 1/2"

D 1 5/8"

E 2 1/2"

F 3 1/2"

G 3 5/8"

H 4"

J 5 1/2"

K 6"

L 8"

M 10"

N 12"

P (OPEN)

Q (OPEN)

CH STUD

DESIGNATION SIZE

R 2 1/2"

S 4"

T 6"

1X

1X

PARTITION TYPE TAG (REFER TO FLOOR PLANS)

PARTITION TYPE

NUMBER

METAL STUD, FURRING OR

CH STUD FRAMING LETTER

FIRE-RATING, IF REQUIRED

FIRE-RATING KEY

DESIGNATION PARTITION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE/SMOKE 2

2 HOUR 3

1 HOUR FIRE/SMOKE 4

1HOUR 5

SMOKE RESISTANT 6

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 WITH MORTAR OR GROUT.

FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD BOTH SIDES

METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN ALL

WALLS - UNLESS

NOTED OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD ON ROOM SIDE - BRACE

WALL @ 4'-0" O.C. MAXIMUM.

METAL STUD CHASE WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

BOND BEAM

SEALANT

FLOOR CONSTRUCTION

4" CONCRETE MASONRY UNITS

CMU WALL

U.L. ASSEMBLY - U905 (1 HOUR AND 2 HOUR)

C H A S E

S

ID

E

R O

O M

S

ID

E

6" CONCRETE MASONRY UNITS

8" CONCRETE MASONRY UNITS

10" CONCRETE MASONRY UNITS

12" CONCRETE MASONRY UNITS

1X 3X

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

TYPICAL

SYMBOLS,

GENERAL

NOTES,

INTERIOR

PARTITION

TYPES AND

FIRE-RATING

KEY

12-194.45

G 002

KELLOGGSVILLE

PUBLIC

SCHOOLS

1" = 0'-1"G 002

1 DETAIL TITLE

GENERAL DEMOLITION NOTES GENERAL NOTES - ARCHITECTURAL

12 FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES

AND CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

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

FIRE AND/OR SMOKE RATED ASSEMBLIES.

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

FLOOR PLANS.

15 ALL OUTSIDE CORNERS OF COUNTERTOPS ARE TO HAVE A 1" RADIUS, UNLESS

NOTED OTHERWISE.

16 VERIFY ALL CASEWORK DIMENSIONS IN FIELD.

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

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

18 PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT

OR ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY

MANUFACTURER.

19 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.

20 ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF

PATCHING TO MATCH EXISTING ADJACENT.

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

PRIOR TO COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

2 ALL EXISTING CONDITIONS SHALL 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 NOTED OTHERWISE.

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 20ga.

10 STUD WALL SUPPORTING WALL CABINETS SHALL BE A MINIMUM OF 20ga.

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

DIMENSIONED OTHERWISE.

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 UNI-STRUT AND PROTECT FOR RE-USE IN NEW CONSTRUCTION, IF REQUIRED.

9 REFER TO STRUCTURAL FOR SHORING.

10 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.

GENERAL PARTITION NOTES

1 NOT ALL WALL TYPES MAY BE USED ON PROJECT.

2 REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF SMOKE AND FIRE-RATED

PARTITIONS.

3 ALL PARTITIONS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE.

4 LINE OF STRUCTURE/DECK AS SHOWN AT THE HEAD CONDITION OF EACH PARTITION

TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION

CONDITIONS. TERMINATE RATED PARTITIONS AT UNDERSIDE OF STRUCTURAL DECK

TO MAINTAIN RATING. PROVIDE APPROPRIATE FRAMING AND GYPSUM BOARD TO

OFFSET AROUND STRUCTURE OR OTHER OBSTRUCTIONS, SUCH AS PIPING OR

DUCTWORK.

5 PARTITIONS MAY TERMINATE AT STRUCTURAL MEMBERS WITH A RATING GREATER

THAN OR EQUAL THE PARTITION, PROVIDED THAT RATING IS CONTINUOUS TO

STRUCTURAL DECK ABOVE.

6 NON-RATED PARTITIONS THAT EXTEND TO STRUCTURE SHALL TERMINATE AT

UNDERSIDE OF STRUCTURAL DECK TO MAINTAIN A CONTINUOUS PLANE OF GYPSUM

BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER.

7 ALL PARTITIONS EXTENDING TO STRUCTURE ABOVE SHALL TERMINATE WITH

DEFLECTION TRACK - SEE TYPICAL DETAILS ON THIS SHEET.

8 ALL GYPSUM BOARD PARTITIONS NOT EXTENDING TO THE STRUCTURE MUST BE

BRACED.

9 UL DESIGN NUMBERS REFER TO THE FIRE RESISTANCE DIRECTORY. UNDERWRITERS

LABORATORY, LATEST EDITION.

10 MISCELLANEOUS NON-RATED CHASES TO BE 5/8" GYPSUM BOARD ON 3 5/8" METAL

STUD FRAMING @ 16" O.C., UNLESS NOTED OTHERWISE.

11 MISCELLANEOUS FURRING AROUND COLUMNS TO BE 5/8" GYPSUM BOARD ON

11/2" STUDS, UNLESS NOTED OTHERWISE.

12 FIRE-RATED PARTITIONS TO HAVE FIRE-STOPPING SEALANTS AT HEAD, SILL JUNCTURE

WITH DISSIMILAR MATERIALS, ETC. AND AROUND ALL PENETRATIONS AND OPENINGS.

13 CONSTRUCT ALL PARTITIONS WITH SOUND ATTENUATION BATTS WITH THE FOLLOWING

SOUND BATT THICKESS: 2 1/2" OR LESS METAL STUD - 1 1/2" THICKNESS, 3 5/8"

OR LARGER METAL STUD - 3" THICKNESS. UNLESS NOTED OTHERWISE.

DN

1 HR

HR

1 HR

OFFICE

MEDIA CENTER

CORRIDOR

STORAGE

OFFICE

E G

R E

S S

C L A

S S

R O

O M

E

G R

E S

S

S T

O R

A G

E

116A

115A

TRAVEL D

IS

TANCE 5

4 F

EET

75 F

EET P

ERM

IT

TED

TRAVEL DISTANCE 142 FEET

200 FEET PERMITTED

TRAVEL DISTANCE 39 FEET

75 FEET PERMITTED

E G

R E

S S

M E

D

IA

C E

N T

E R

CLASSROOM

TRAVEL DISTANCE 39 FEET

75 FEET PERMITTED

116B

115B

FIRE-RATING KEY & SYMBOLS

DESIGNATION PARTITION RATING

2 HOUR FIREWALL PROVIDE FROM FLOOR TO UNDERSIDE OF ROOF DECK ABOVE.

CONSTRUCTION SHALL BE CONTINUOUS THROUGH CEILING CAVITIES.

WALL SHALL ALLOW STRUCTURAL COLLAPSE ON EITHER SIDE OF WALL

UNDER FIRE CONDITIONS WITHOUT DAMAGE TO WALL. PROVIDE WITH

90-MINUTE LABELED DOORS W/ CLOSER

1HOUR PROVIDE FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOF DECK

ABOVE. CONSTRUCTION SHALL BE CONTINUOUS THROUGH CEILING

CAVITIES. AT PENETRATIONS THROUGH PARTITION, SEAL OPENINGS

AROUND HVAC, FIRE PROTECTION, PLUMBING, & ELECTRICAL

PENETRATIONS WITH FIRESTOPPING. PROVIDE WITH 45-MINUTE LABELED

DOORS W/ CLOSER EXCEPT PROVIDE 60-MINUTE LABEL FOR STAIR

DOORS.

EGRESS

ROOM

OCCUPANTS

EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS THE EGRESS WIDTH WILL ALLOW

ROOM OR SPACE EGRESS IS FROM

FIRE EXTINGUISHER CABINET: PROVIDE WITH TOP OF OPENING INSTALLED AT 60” AFFFEC

FIRE EXTINGUISHER: PROVIDE MULTIPURPOSE 10LBS. CLASS 4.A:60BC ON HANGER AT 48” AFF

FIRE CODE SYMBOLS

FE

FW

2015 Michigan Building Code:

2015 Michigan Building Code

Section 305 E Group, Type IIB Construction

Table 504.3 Allowable Building Height in Feet Above Gade Plane

E Group, Type IIB Construction, Non-Sprinkled = 55ft.

Table 506.2 Allowable Area Factor in Square Feet

E Group, Type IIB Construction, Non-Sprinkled = 14,500 sq. ft.

Total Building Area: 32,622 Square Feet

1,964 Square Feet - First Floor Renovation

588 Square Feet - First Floor Storage Room Renovation

30,070 Square Feet - First Floor Existing

Table 601

Construction Type: IIB

Structural Framing Members = 0 Hr fire rating

Bearing Walls (Ext.) = 0 Hr fire rating

Bearing Walls (Int.) = 0 Hr fire rating

Nonbearing walls and partitions (Ext. and Int.) = 0 Hr fire rating

Floor Construction = 0 Hr fire rating

Roof Construction = 0 Hr fire rating

Table 602.1

Type IIB - Construction that is that type of construction in which the building elements listed in table 601 are of noncombustible materials, except as permitted in section 603 and elsewhere in this code.

Section 706.4 - Fire walls are not required for this project as the building floor area does not exceed the maximum allowed.

Section 707.3.10 Fire Areas. The fire barriers or horizontal assemblies, or both, separating a single occupancy into different fire areas shall have a fire-resistance rating of not less than that indicated in Table 707.3.10. The fire barriers or horizontal assemblies, or both, separating fire areas of mixed occupancies shall have a fire-resistance rating of not less than the highest value indicated in Table 707.3.10 for the occupancies under construction.

Section 708.3 Fire-resistance ratings. Fire partitions shall have a fire-resistance rating of not less than 1 hour.

Section 803 – Interior Finishes

Table 803.9

Use Group E, (not sprinkled)

Exit Enclosures and Exit Passageways = A

Corridors = B

Rooms and Enclosed Spaces = C

Section 906 – Portable Fire Extinguishers. Portable fire extinguishers shall be installed in the following locations: Table 906.3 Maximum Travel Distance to Fire Extinguisher 75 feet.

1. In existing R-2 occupancy

2. Within 30 feet of commercial cooking equipment

3. In areas with flammable or combustible liquids

4. On each floor of structures under construction

5. Where required by the International Fire Code Sections indicated in Table 906.1

6. Special-Hazard areas

Section 1004.1 Occupant Load. In determining the means of egress requirements, the number of occupants for whom means of egress facilities shall be provided shall be established by the largest number computed in accordance with Sections 1004.1.1 through

1004.1.3.

Table 1004.1.2 Maximum Floor Area Allowances per Occupant

Accessory Storage / Mechanical Equip. Rooms 300 gross

Educational - Shops and other vocational room areas 50 net

Business Areas 100 gross

Section 1005 Minimum Required Egress Width. The means of egress width shall not be less than required by this section.

An Occupancy with Sprinkler System Stairway means of egress = 0.2

An Occupancy with Sprinkler System all other means of egress = 0.2

Table 1006.2.1 Spaces With One Exit or Exit Access Doorway

Group E, Without Sprinkler System = 75 Feet

Section 1015.2.1 Where two exits or exit access doorways are required from any portions of the exit access, the exit doors or exit access doorways shall be placed a distance apart equal to not less than one-half the diagonal distance of the space.

Table 1017.2 Exit Access Travel Distance: Group E Without Sprinkler = 200 Feet

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

OVERALL CODE

COMPLIANCE

PLAN

12-194.45

G 101

KELLOGGSVILLE

PUBLIC

SCHOOLS

3/32" = 1'-0"

OVERALL FIRST FLOOR CODE COMPLIANCE PLAN

ISSUED FOR DATE

WEST ELEMENTARY

KEY PLAN

SCALE: NO SCALE

0'

5'

10'

15' 25'

1/8" = 1'-0" GRAPHIC SCALE

RENOVATION

AREAS

STRUCTURAL GENERAL NOTES:

1.

TOB

CJ

CMU

EF

EW

OC

UNO

TOS

TOJ TOJ

TOWTOW

FFEFFE

TP

WWF

EL

BL

SEISMIC DESIGN CATEGORY

DESIGN ROOF DEAD LOADS:

DESIGN LIVE LOADS:

LOAD TYPE

ROOF DECK

MEMBRANE/INSULATION

FRAMING

CEILING

LIGHTS

MISC. MECH.

TOTAL

LOAD

LOCATION

STORAGE ROOMS

MECHANICAL ROOMS

STAIRS

WIND

LOAD

125 PSF

125 PSF

100 PSF

2.0 PSF

SEISMIC SITE CLASS

ABBREVIATIONS:7.

= TOP OF FOOTING ELEVATION

= TOP OF PIER ELEVATION

= FINISHED FLOOR ELEVATION

= TOP OF WALL ELEVATION

= TOP OF JOIST ELEVATION

= TOP OF STEEL ELEVATION

= TOP OF BEAM ELEVATION

= CONTROL OR CONSTRUCTION JOINT

= CONCRETE MASONRY UNIT

= EACH FACE

= EACH WAY

= ON CENTER

= UNLESS NOTED OTHERWISE

= WELDED WIRE FABRIC

= ELEVATION

= BRICK LEDGE ELEVATION

2.

3.

4.

5.

4.0 PSF

5.0 PSF

GROUND SNOW LOAD 35 PSF

GROUND FLOOR 100 PSF

MAPPED Ss

MAPPED S1

SDS

SD1

ANCHORS:

1.

2.

3.

4.

5.

6.

1.

SUBMITTALS:

2.

3.

4.

STRUCTURAL GENERAL NOTES

ALL SHOP DRAWINGS AND SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE

CONTRACTOR PRIOR TO SUBMITTAL. ENGINEER'S REVIEW OF SHOP DRAWINGS IS LIMITED

TO CHECKING FOR GENERAL CONFORMANCE WITH DESIGN DRAWINGS AND STRENGTH OF

COMPONENTS AND MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM

DESIGN DRAWINGS, QUANTITIES, DIMENSIONAL ERRORS OR OMISSIONS IN THE SHOP

DRAWINGS.

ALL SHOP DRAWINGS MUST BE CONTRACTOR CREATED DOCUMENTS AND SHALL NOT BE

REPRODUCTIONS OF THE A/E CONTRACT DOCUMENTS.

SUBMIT SHOP DRAWINGS DETAILING FABRICATION OF EACH MEMBER AND ITS

CONNECTIONS. SHOP DRAWINGS ARE TO BE PREPARED UNDER THE SUPERVISION OF A

LICENSED PROFESSIONAL ENGINEER.

CONTRACTOR SHALL SUBMIT TECHNICAL INFORMATION, CALCULATIONS AND/OR SHOP

DRAWINGS ACCORDING TO THE SPECIFICATIONS FOR THE FOLLOWING:

EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT II ANCHORS UNLESS NOTED OTHERWISE.

MINIMUM EMBEDMENT UNLESS NOTED OTHERWISE SHALL BE:

3•" FOR •" DIAMETER ANCHORS

4" FOR †" DIAMETER ANCHORS

4ƒ" FOR ƒ" DIAMETER ANCHORS

EPOXY ANCHORS SHALL USE HILTI HIT HY 20 ADHESIVE WITH SCREEN TUBES IN HOLLOW

MASONRY & HILTI HIT HY 150 ADHESIVE IN CONCRETE OR SOLID GROUTED MASONRY

UNLESS NOTED OTHERWISE ON THE DRAWINGS.

MINIMUM EMBEDMENT FOR EPOXY ANCHORS IN NORMAL WEIGHT CONCRETE UNLESS NOTED

OTHERWISE SHALL BE:

4‚" FOR •" DIAMETER ANCHORS

5" FOR †" DIAMETER ANCHORS

6†" FOR ƒ" DIAMETER ANCHORS

8‚" FOR 1" DIAMETER ANCHORS

EMBEDMENT DEPTH SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE

LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE

ANCHOR HAS BEEN DRIVEN INTO THE HOLE BUT NOT YET EXPANDED.

EQUIVALENT ANCHORS MAY BE SUBMITTED FOR THE ENGINEERS APPROVAL. SUBMITTALS

ARE THE CONTRACTOR'S RESPONSIBILITY AND MUST INCLUDE EVALUATION REPORTS FROM

THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS.

STAINLESS STEEL ANCHORS ARE REQUIRED AT ALL EXPOSED WEATHER CONDITIONS.

MASONRY (CMU)

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

MATERIAL PROPERTIES:

MASONRY 28 DAY COMPRESSIVE STRENGTH f'm=1500 PSI

MORTAR (TYPE N) ASTM C270

GROUT FOR BOND BEAMS AND VERTICAL REINFORCING ASTM C476

GROUT 28 DAY COMPRESSIVE STRENGTH 2000 PSI

REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY CONTROL OR EXPANSION JOINT

LOCATIONS.

ALL MASONRY WALLS SHALL BE REINFORCED WITH LADDER TYPE HORIZONTAL JOINT

REINFORCEMENT PLACED EVERY OTHER COURSE FOR RUNNING BOND AND EVERY COURSE

FOR STACK BOND. PROVIDE GALVANIZED WIRE REINFORCEMENT WITH #9 GAGE SIDE RODS

AND #9 GAGE CROSS RODS SPACED 16" O.C.. FOR TWO WYTHE WALLS, PROVIDE THREE

SIDE RODS AND A CAVITY DRIP.

OPENING STEEL LINTEL PER

SIZE 4" OF WALL THICKNESS

> 2'-0" TO 4'-0" INCL É5x3•xŠ

PROVIDE A MINIMUM OF 8" BEARING AT EACH END OF ALL LINTELS UNLESS OTHERWISE

NOTED.

VERTICAL REINFORCING SHALL BE LAPPED AND HELD IN POSITION WITH BAR POSITIONERS.

MINIMUM BAR LAPS AS FOLLOWS:

#3 - 18"

#4 - 24"

#5 - 30"

#6 - 36"

#7 - 42"

#8 - 48"

NO CHASES, RISERS, CONDUITS OR TOOTHING OF MASONRY SHALL OCCUR IN MASONRY

WALLS WITHIN 18" OF CENTERLINE OF BEAM BEARING.

GROUT SOLID ALL REINFORCED CELLS, CELLS BELOW GRADE, AND ALL CELLS BELOW

FINISH FLOOR.

MAXIMUM HEIGHT OF GROUT POUR SHALL NOT EXCEED 5'-0".

VERTICAL CELLS TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO

MAINTAIN A TOTAL MINIMUM CLEAR AREA OF 3"x3". ALL OVERHANGING MORTAR, OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM THE INSIDE OF CELLS PRIOR TO

GROUTING.

REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING.

UNITS SHALL BE PLACED TO THE FULL HEIGHT OF THE GROUT POUR AND GROUT SHALL

BE PLACED IN A CONTINUOUS LIFT. BETWEEN GROUT POURS, A HORIZONTAL

CONSTRUCTION JOINT SHALL BE FORMED BY STOPPING GROUT 1•" BELOW MORTAR

JOINT EXCEPT AT THE TOP OF THE WALL.

ALL CMU WALLS SHALL BE REINFORCED VERTICALLY AS SPECIFIED ON DRAWINGS WITH

THE SPECIFIED BAR FOR THAT WALL AT THE ENDS OF WALLS, AT EACH SIDE OF

CONTROL OR EXPANSION JOINTS, AND AT EACH SIDE OF OPENING, ALL IN FULLY GROUTED

CELLS. IF REINFORCING IS NOT SHOWN ON DRAWINGS, REINFORCE w/ #5 BARS @ 4'-0" ON

CENTER.

PROVIDE BOND BEAMS AT THE TOP OF EACH WALL, ABOVE AND BELOW OPENINGS, AND

WHERE SHOWN. BOND BEAMS SHALL HAVE TWO #5 CONTINUOUS HORIZONTAL BARS AND

SHALL BE FULLY GROUTED. VERTICAL REINFORCING BARS SHALL EXTEND INTO THE BOND

BEAM.

PROVIDE DOWELS INTO FLOOR OR FOUNDATION AT BOTTOM OF WALL TO MATCH SIZE

AND SPACING OF VERTICAL WALL REINFORCING (UNLESS NOTED OTHERWISE ON

DRAWINGS).

PROVIDE WALL STABILITY CONNECTIONS AT TOP OF ALL WALLS UNLESS NOTED

OTHERWISE.

MBC=MICHIGAN BUILDING CODE

ASCE=AMERICAN SOCIETY OF CIVIL ENGINEERS

SER=STRUCTURAL ENGINEER OF RECORD

ASD=ALLOWABLE STRESS DESIGN

ASTM=AMERICAN SOCIETY FOR TESTING OF MATERIALS

ACI=AMERICAN CONCRETE INSTITUTE

AISC=AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI-AMERICAN IRON AND STEEL INSTITUTE

SJI=STEEL JOIST INSTITUTE

SDI=STEEL DECK INSTITUTE

AWS=AMERICAN WELDING SOCIETY

MSJC=MASONRY STANDARDS JOINT COUNCIL

RCSC=RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

5.0 PSF

THERMAL FACTOR

SNOW EXPOSURE FACTOR 1.0

SNOW LOAD IMPORTANCE 1.1

BUILDING CATEGORY

INT. PRESSURE COEFF.

COMPONENTS/ CLADDING

± 0.18

0' TO 2'-0" INCL É5x3•x‚

CONCRETE:

28 DAYS

60,000

FY, PSI

60,000

65,000

AIR

CONTENT

ASTM

A-615

A-615

A-185

4" MAX

MAX SLUMP

(PER ASTM C-143)

4000(w/c<.50)

4000(w/c<.44)

60,000 A-706

6% ± 1.5%

LOCATION

REINFORCING STEEL

COLUMN TIES

ALL OTHER BARS

WELDED WIRE FABRIC

WELDED REINFORCEMENT

ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS, THE AMERICAN CONCRETE INSTITUTE (ACI) MANUAL OF CONCRETE

PRACTICE, AND ACI SPECIFICATIONS 301, 305, 306, 315, 318 AND 347.

MATERIAL PROPERTIES: F'C PSI @

4" MAX

3" MAX AT

RAMPS AND

SLOPING

SURFACES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

20.

21.

22.

23.

24.

THE CONCRETE MIX DESIGN SHALL BE PROPORTIONED TO LIMIT PLASTIC SHRINKAGE BY

MINIMIZING THE WATER CONTENT.

NO WATER MAY BE ADDED TO THE CONCRETE MIX ON SITE, UNLESS WATER IS WITHHELD

AT THE BATCHING FACILITY. IF WATER IS WITHHELD AT THE BATCHING FACILITY IT

SHOULD BE REFLECTED ON THE LOAD TICKET. THE TOTAL AMOUNT OF THE WATER IN

THE MIX SHALL NOT EXCEED WHAT IS NOTED ON THE APPROVED MIX. THE SPECIAL

INSPECTOR SHALL RECORD THE TOTAL WATER CONTENT OF EACH INSPECTED LOAD IN

HIS DAILY REPORTS.

SEE SPECIFICATIONS FOR ALL TESTING AND OTHER ADDITIONAL REQUIREMENTS. SUBMIT

CONCRETE MIX DESIGNS TO STRUCTURAL ENGINEER FOR APPROVAL PER SPECIFICATIONS

ALL ACCESSORIES FOR SUPPORTING REINFORCING SHALL BE GALVANIZED OR HAVE

PLASTIC-COATED FEET OR BE STAINLESS STEEL PROTECTED.

REINFORCING SHALL BE DETAILED, FABRICATED, PLACED, AND SUPPORTED IN ACCORDANCE

WITH ACI 315, LATEST EDITION.

WITH A MINIMUM 2" OF CONCRETE COVER FOR PROTECTION AND STEEL SHALL BE

COATED WITH A BITUMINOUS COATING.

ALL CONCRETE SHALL BE CURED FOR A MINIMUM TIME PERIOD PER SPECIFICATIONS

BEFORE REMOVAL OF FORMS.ON FORMS WHERE VERTICAL SURFACES ARE REMOVED

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

COMPOUND.

PROVIDE CONTINUITY OF WALL AND FOOTING REINFORCING AT CORNERS WITH BENT BARS

THE SAME SIZE AND SPACING AS HORIZONTAL WALL REINFORCING.

PROVIDE CORNER BARS AT THE EXTERIOR FACE OF WALL AND FOOTING CORNERS EQUAL

TO HORIZONTAL BARS.

AT ALL STEPS IN FOUNDATION WALLS, PROVIDE AT LEAST TWO VERTICAL #5 DOWELS

INTO FOOTINGS AND GRADE BEAMS.

ALL OPENINGS IN SLABS AND WALLS SHALL HAVE REINFORCING ON EACH SIDE EQUAL TO

THE AMOUNT OF REINFORCING DISPLACED.

SEE ARCHITECTURAL DRAWINGS FOR SIZE, DEPTH, AND LOCATION OF DEPRESSED FLOOR

SLABS TO RECEIVE SPECIAL FINISHES.

PROVIDE CLASS B TENSION LAP SPLICES FOR ALL BARS UNLESS OTHERWISE NOTED.

TENSION LAP SPLICES SHALL MEET THE REQUIREMENTS OF ACI AND CRSI FOR EACH

CONDITION. LAP LENGTHS MUST BE INCREASED PER ACI 318 FOR THE FOLLOWING

CONDITIONS:

A. TOP BARS

B. BARS WITH LESS THAN 2db COVER.

C. BARS WITH LESS THAN 3db CLEAR SPACING.

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

SETTING PLATES.

PRIOR TO PLACING CONCRETE IN ANY LOCATION, VERIFY AND COORDINATE ALL

DIMENSIONS, ELEVATIONS, OPENINGS, RECESSES AND BLOCKOUTS SHOWN ON THE

ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. IN THE EVENT ERRORS,

CONFICTS, OR OMISSIONS EXIST, CONTACT THE ARCHITECT OR ENGINEER FOR NECESSARY

CORRECTIVE ACTION.

EMBEDDED ITEMS ARE TO BE FURNISHED AND INSTALLED PRIOR TO PLACING CONCRETE.

ANCHOR RODS SHALL BE HELD IN PLACE WITH A RIGID TEMPLATE.

WELDED WIRE FABRIC LOCATED 1" CLEAR FROM TOP OF SLAB.

ALL EXPOSED EDGES OF CONCRETE PIERS, BEAMS AND WALLS SHALL BE CHAMFEREDƒ" x 45 DEGREES.

WHEN PLACING FLOOR CONCRETE OVER COMPOSITE METAL DECK, THE POUR SHALL

START AT THE MIDSPAN OF THE FLOOR BEAMS AND PROCEED TOWARD THE ENDS (TO

MINIMIZE VARIATIONS IN FLOOR SLAB THICKNESS).

FTGS/FOUNDATION WALLS

0.07g

0.05g

6.

ALL EXTERIOR COLUMNS, BASE PLATES, AND ANCHOR BOLTS BELOW GRADE SHALL BE COVERED

FLAT ROOF SNOW (WARM)

GGBS = GROUND GRANULATED BLAST-FURNACE SLAG

EXTERIOR SLAB ON GRADE AND

ALL NON-STRUCTURAL CONCRETE

EXPOSED TO WEATHER.

SPECIAL INSPECTIONS (PER 2015 MICHIGAN BUILDING CODE)

SPECIAL INSPECTIONS REQUIRED (CONTINUOUS OR PERIODIC AS REQUIRED BY THE CODE):

WHERE APPLICATION IS MADE FOR CONSTRUCTION, THE OWNER OR THE CONSTRUCTION

MANAGER ACTING AS THE OWNERS AGENT SHALL EMPLOY ONE OR MORE SPECIAL

INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK

LISTED UNDER SECTION 1704. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO

SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR

INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL

INSPECTION.THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS BY THE RESIDENT

BUILDING INSPECTOR SPECIFIED IN SECTION 109.

SECTION 1704.2:

FABRICATOR SHOP INSPECTION UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO

PERFORM WORK WITHOUT INSPECTION BY AN APPROVED SPECIAL INSPECTION AGENCY.

SECTION 1704.3:

STEEL CONSTRUCTION INCLUDING WELDING, BOLTING, REINFORCING STEEL, MATERIAL

VERIFICATION, AND STEEL FRAME JOINT DETAILS PER TABLE 1704.3.

SECTION 1704.4:

CONCRETE CONSTRUCTION INCLUDING FOOTINGS, REINFORCING PLACEMENT, EMBEDDED ITEMS

PLACEMENT, CURING TECHNIQUES, ERECTION OF PRECAST MEMBERS, AND MATERIAL TESTING

PER TABLE 1704.4.

SECTION 1704.5:

MASONRY CONSTRUCTION INCLUDING PROPORTIONS OF MORTAR AND GROUT, GROUT SPACE

AND REINFORCEMENT PLACEMENT , GROUTING OPERATIONS, ANCHORAGE TO STRUCTURAL

MEMBERS, COLD AND HOT WEATHER MASONRY PROTECTION, AND MATERIAL TESTING PER

TABLE 1704.5.1 (REQUIRED FOR CATEGORY I OR II FACILITIES) OR 1704.5.3 (REQUIRED FOR

CATEGORY III FACILITIES). REFER TO THE GENERAL NOTE SECTION ON THIS SHEET FOR

CATEGORY DESIGNATION.

SECTION 1704.7:

SOIL INSPECTION INCLUDING SITE PREPARATION, FILL PLACEMENT, AND EVALUATION OF

IN-PLACE DENSITY.

THESE NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. SEE PROJECT

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS INDICATED ON DRAWINGS. IN THE

EVENT OF A CONFLICT IN DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL

DRAWINGS, NOTIFY ARCHITECT OR ENGINEER IMMEDIATELY.

SEE THE PROJECT SPECIFICATIONS FOR ALL TESTING REQUIREMENTS.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODE

REQUIREMENTS.

NOTES

GENERAL

STRUCTURAL

FLAT ROOF SNOW (COLD)

4000 (w/c<.48) 6% ± 1.5% 4" MAXRETAINING WALLS

19. PROVIDE CONCRETE COVER OVER REINFORCING BARS AS FOLLOWS UNLESS NOTED

OTHERWISE:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"

B. PERMANENTLY EXPOSED TO EARTH OR WEATHER= 2"

C. NOT EXPOSED TO EARTH OR WEATHER

WALLS, SLABS= ƒ"

BEAMS, COLUMNS= 1 •"

4000 (w/c<.44) 4" MAX

2.0 PSF

20 PSF

1.0(WARM), 1.1 (COLD)

III

SEISMIC OCCUPANCY CATEGORY III

SEISMIC IMPORTANCE FACTOR 1.25

SEISMIC RESPONSE COEFF (Cs)

RESPONSE MOD. FACTOR (R) 2

INTERIOR SLAB ON GRADE

TOF

PROVIDE DOWELS IN WALL FOOTINGS WITH EQUAL SIZE AND SPACING AS VERTICAL REINFORCING.

ALL CONCRETE SLABS ON METAL DECK SHALL BE REINFORCED WITH 6"X6"-W2.1XW2.1

50,000

46,000

E70XX

92,000

36,000

36,000

42,000

A36

STRUCTURAL BOLTS

ANGLES AND CHANNELS

HSS ROUND

STRUCTURAL STEEL WF SHAPES

STRUCTURAL PLATES,

HSS RECTANGULAR (AND SQUARE)

WELDING ELECTRODES

ANCHOR BOLTS

ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE

WITH THE LATEST EDITIONS OF: THE AISC MANUAL OF STEEL CONSTRUCTION -

ALLOWABLE STRESS DESIGN, THE AISC CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS, AND AWS D1.1 STRUCTURAL WELDING CODE.

MATERIAL PROPERTIES: Fy, PSI ASTM SPECIFICATION

A992 OR A572 GR 50

A500 GRADE B

A500 GRADE B

AWS D1.1

A325

F1554 GRADE 36

STRUCTURAL STEEL/STEEL JOISTS/METAL DECK:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

A. FLOOR DECK

1.)

2.)

1.)

2.)

B. ROOF DECK

WELD DECK PANELS TO SUPPORTING MEMBERS INCLUDING PERIMETER

STEEL AND/OR BEARING WALLS WITH †" DIA PUDDLE WELDS SPACED

12"OC OR LESS.

OR 36" INTERVALS, WHICHEVER DISTANCE IS SMALLER

WELD DECK PANELS TO SUPPORTING MEMBERS INCLUDING PERIMETER

STEEL AND/OR BEARING WALLS WITH †" DIA PUDDLE WELDS SPACED

12"OC OR LESS (36/4 PATTERN).

SCREW (MIN SCREW SIZE = No.10 TEK) SIDE LAPS AT 3 LOCATIONS PER

SPAN OR 36" INTERVALS, WHICHEVER DISTANCE IS SMALLER.

FIELD CUT ALL METAL ROOF DECK OPENINGS SHOWN ON THE ARCHITECTURAL,

STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS AND REINFORCE ALL OPENINGS

WHERE ANY DIMENSION IS 12" OR LARGER.

DO NOT ATTACH OR HANG EQUIPMENT, CONDUIT, PIPING OR ANY OTHER MATERIALS FROM

THE METAL FLOOR OR ROOF DECK UNLESS APPROVED BY THE ARCHITECT. ANY

SUPPLEMENTAL FRAMING REQUIRED TO HANG FROM THE BEAM, GIRDERS, OR JOISTS SHALL

BE THE RESPONSIBILITY OF THE APPROPRIATE SUBCONTRACTOR.

ANY PIPING, CONDUIT, OR EQUIPMENT TO BE HUNG FROM STEEL JOISTS SHALL BE

ATTACHED WITHIN 3" OF JOIST PANEL POINTS OR AUXILIARY FRAMING TO THE PANEL

POINTS SHALL BE PROVIDED.

THE CONTRACTOR SHALL PROVIDE SHELF ANGLES, GLASS SUPPORTS, LINTELS AND OTHER

MISCELLANEOUS STEEL, AS SHOWN ON THE DRAWINGS AND WHERE REQUIRED TO PROVIDE

LOAD BEARING SUPPORT THROUGHOUT THE BUILDING. NOT EVERY DETAIL IS SHOWN.

STEEL CONTRACTOR SHALL REVIEW ARCHITECTURAL, MECHANICAL, AND OTHER DRAWINGS

FOR ADDITIONAL MISCELLANEOUS STEEL DETAILS AND REQUIREMENTS.

IMMEDIATELY AFTER WELDING DECK AND OTHER METAL

COMPONENTS IN POSITION, COAT WELDS, BURNED AREAS,

AND DAMAGED SURFACE COATING, WITH ZINC RICH PRIME

PAINT.

UNLESS NOTED OTHERWISE, FABRICATOR SHALL DESIGN BEAM CONNECTIONS FOR

REACTION VALUES GIVEN IN THE ALLOWABLE UNIFORM LOAD TABLES IN CHAPTER 2 OF

THE MANUAL OF STEEL CONSTRUCTION. CONNECTIONS SHOULD BE SHOP WELDED AND

FIELD BOLTED. TYPICAL CONNECTIONS SHOULD ASSUME BEARING TYPE "N" SNUG

TIGHTENTED BOLTS. PROVIDE AT LEAST TWO BOLTS PER CONNECTION.

ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY A QUALIFIED WELDER AND

SHALL CONFORM TO THE CURRENT REQUIREMENTS OF A.W.S. D1.1

STEEL JOISTS AND JOIST GIRDERS SHALL BE FABRICATED AND ERECTED (INCLUDING

BRIDGING) IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE STEEL JOIST

INSTITUTE AND OSHA REQUIREMENTS. JOIST BEARING SEATS SHALL BE 2•" DEEP FOR K

SERIES JOISTS AND 5" DEEP FOR LH SERIES JOISTS. DESIGN ROOF JOISTS AND

CONNECTIONS FOR 30 PSF NET UPLIFT AND 45 PSF NET UPLIFT WITHIN 10 FEET OF

ROOF EDGES. ENDS OF BRIDGING LINES TERMINATING AT A MASONRY WALL OR STEEL

BEAM SHALL BE ANCHORED THERETO. ENDS OF BRIDGING TERMINATING AT OTHER

LOCATIONS SHALL HAVE DIAGONAL CROSS BRACING BETWEEN THE LAST TWO JOISTS IN

ADDITION TO HORIZONTAL BRIDGING.

"LH" SERIES JOISTS SHALL BEAR 6" MIN. ON MASONRY AND 4" MIN. ON STEEL, AND

SHALL BE FASTENED WITH TWO ‚" FILLET WELDS 2" LONG (MINIMUM.) "K" SERIES

JOISTS SHALL BEAR 4" MIN. ON MASONRY WALLS AND 2•" MIN. ON STEEL, AND SHALL

SEE PLANS FOR METAL FLOOR AND ROOF DECK. PROVIDE CONTINUOUS DECK ANGLE

SUPPORTS OR BENT PLATES AROUND PERIMETER OF DECK AREAS, AND AROUND FLOOR

OPENINGS WHERE CONCRETE BULKHEADS ARE REQUIRED. SEE DETAILS FOR TYPICAL SIZE

AND LOCATIONS.

ALL COLUMNS SHALL EXTEND TO TOP OF BEAMS UNLESS NOTED OTHERWISE.

FIELD CUTTING OR ALTERING STRUCTURAL STEEL MEMBERS AND CONNECTIONS IS NOT

PERMITTED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.

GUYS, BRACING, AND FALSEWORK AS REQUIRED TO MAINTAIN STABILITY AND STRENGTH

DURING ERECTION. THESE TEMPORARY SUPPORTS SHALL BE SUFFICIENT TO MAINTAIN

STABILITY OF THE FRAME AGAINST WIND AND ERECTION INDUCED LOADS; AND SHALL

REMAIN IN PLACE UNTIL ALL CONNECTIONS OF THE STEEL FRAME, METAL DECK, SHEAR

WALLS, AND BRACING HAVE BEEN COMPLETED.

COMPOSITE STEEL FLOOR BEAMS AND METAL FLOOR DECK HAVE BEEN DESIGNED

WITHOUT SHORING DURING CONCRETE PLACEMENT.

ALL HORIZONTAL BRACING SHALL BE PLACED TIGHT TO UNDERSIDE OF STEEL FRAME AND

CONNECTED TO PREVENT SAG. ALL VERTICAL BRACING SHALL BE CONCEALED BEHIND

OR WITHIN WALLS.

METAL DECK SHALL BE FASTENED IN ACCORDANCE WITH THE STEEL DECK INSTITUTE

CODE OF STANDARD PRACTICE AND DIAPHRAGM DESIGN MANUAL. UNLESS NOTED

OTHERWISE ON PLANS OR DETAILS; PROVIDE THE FOLLOWING CONNECTIONS:

PROVIDE LINTELS FOR MISC MECHANICAL OPENINGS PER THE FOLLOWING TABLE UNLESS OTHERWISE

NOTED ON THE DRAWINGS:

S001

2.0 PSF

CONCRETE MIX DESIGN AND MATERIALS

CONCRETE AND MASONRY REINFORCING STEEL

MASONRY MATERIALS

ANCHOR BOLT PLANS AND DETAILS

STRUCTURAL STEEL, JOISTS AND STEEL DECK

FOUNDATIONS:

1.

WORK, UNLESS SPECIFIED OR DETAILED OTHERWISE.

DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL FLOOR SLABS ARE IN PLACE AT

CORE DRILLING WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY THE STRUCTURAL

ENGINEER. COORDINATE LOCATION AND SIZE OF OPENINGS WITH APPLICABLE

CONTRACTORS.

ALL FOUNDATION WALL FOOTINGS SHALL PROJECT A MINIMUM OF 4" BEYOND THE FACE

OF WALLS UNLESS NOTED OTHERWISE.

DO NOT REPAIR MISPLACED OR DAMAGED COLUMN ANCHOR BOLTS WITHOUT PRIOR

APPROVAL BY THE STRUCTURAL ENGINEER.

WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL ON

ALTERNATING SIDES OF WALL IN 12" LIFTS.

VARIANCE WITH THE GEOTECHNICAL REPORT OR WHEN DIFFERENT BEARING MATERIAL IS

EVIDENT AND THERE IS A QUESTION OF BEARING CAPACITY.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF UNSUITABLE

SOILS AND ORGANIC MATERIAL.

3.

4.

5.

6.

7.

8.

9.

10.

TOP AND BOTTOM OF WALL AND CONCRETE HAS REACHED DESIGN STRENGTH

(UNLESS NOTED OTHERWISE).

FOUNDATIONS SHALL BEAR ON SOILS HAVING A MINIMUM ALLOWABLE BEARING PRESSURE 2.

PERMANENT CORRUGATED SLAB FORMS SHALL BE FABRICATED FROM ASTM A653

FORM DECK SHALL COMPLY WITH SDI PROVISIONS.

STEEL ROOF DECK SHALL BE PER PLAN. ROOF DECK SHALL COMPLY WITH SDI PROVISIONS.

ALL STEEL JOISTS SHALL BE PRIMED WITH SHOP STANDARD PRIMER COMPLYING WITH

SSPC-PAINT 15. ALL OTHER STEEL SHALL BE PRIMED WITH SHOP STANDARD LEAD AND CHROMATE

FREE NON-ASPHALTIC RUST INHIBITING PRIMER.

D

LOAD BEARING METAL STUDS

SCREW (MIN SCREW SIZE = No.10 TEK) SIDE LAPS AT EACH SUPPORTING MEMBER

PER PLAN.

GALVANIZED STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI AND A MINIMUM THICKNESS

B

0.049

SEISMIC BASE SHEAR

CONTRACTORS SHALL NOTIFY ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN

CONTRACTORS SHALL PROVIDE SLEEVES FOR ALL OPENINGS REQUIRED IN WALLS. NO

THE CONTRACTOR SHALL UNDERSTAND THE SURVEY AND GEOTECHNICAL

REPORT BEFORE BIDDING THE WORK. RECOMMENDATIONS CONTAINED IN THE

GEOTECHNICAL REPORT SHALL BE INCLUDED IN THE CONTRACTOR'S

DIVISION 5 CONTRACTORS SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, AND SAFETY OF ERECTION

OF THE STRUCTURAL STEEL. DIVISION 5 CONTRACTORS SHALL PROVIDE ALL TEMPORARY SUPPORTS, 30 PSF

27 PSF

.079g

WALL: 19 PSF, ROOF: 26 PSF

OF 2500 PSF FOR COLUMN AND WALL FOOTINGS.

MIN CEMENT= 540 LBS/CYD

6% ± 1.5%

BE FASTENED WITH TWO FILLET WELDS 2" LONG (MINIMUM.)

11.

PLANNED FOR BEFORE THE START OF CONSTRUCTION.

SUITABLE CONTROL OF GROUNDWATER SHOULD BE ANTICIPATED AND

GROUNDWATER MAY BE ENCOUNTERED DURING CONSTRUCTION AND

12.

OF OVEREXCAVATION AND COMPACTION REQUIREMENTS.

FILL. SEE REPORT FOR SPECIFIC DIRECTIONS ON THE ZONE

OVEREXCAVATION AND REPLACEMENT WITH COMPACTED ENGINEERED

AREAS NOTED ON THE GEOTECHNICAL REPORT MAY REQUIRE

BUILDING CODE - 2015 MICHIGAN BUILDING CODE

115 MPH (ULTIMATE) EXPOSURE B, IMPORTANCE= 1.15

FOUNDATION DESIGN IS BASED ON THE SOILS INVESTIGATION REPORT NUMBER 1650993.3A BY

DRIESENGA & ASSOC, INC. DATED DEC 5, 2016.

.072g

WALLS

V=.049 Wx WITH ORDINARY CMU SHEAR

SHEET TITLE

SHEET NUMBER

ISSUED FOR DATE

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

KELLOGGSVILLE

PUBLIC

SCHOOLS

12-194.45

G 002

SCALE: „"= 1'-0"

ROOF FRAMING PLAN- UNIT A

FRAMING PLAN NOTES:

1.

2.

3.

4.

6.

FASTEN STEEL DECK TO SUPPORTING MEMBERS WITH PUDDLE WELDS

BETWEEN SDI REQUIREMENTS AND PROJECT REQUIREMENTS, THE MOST

STRINGENT FASTENING REQUIREMENT SHALL GOVERN. DECK SIDELAPS

SHALL BE FASTENED WITH SCREWS, (BUTTON PUNCHING IS NOT

ALLOWED.)

7.UNLESS NOTED OTHERWISE ON PLANS OR DETAILS, ALL MASONRY WALL

INTERSECTIONS SHALL BE CONSTRUCTED AS FOLLOWS:

A.

B.

ALL INTERSECTING 90° CORNERS SHALL BE BONDED AND SHALL

BE REINFORCED W/ PREFABRICATED L-SHAPED HORIZONTAL JOINT

REINFORCEMENT @ 16" OC. WHERE WALLS INTERSECT AT AN

ANGLE OTHER THAN 90°, CORNERS SHALL BE REINFORCED W/

‚"x2"x24" STEEL STRAPS W/ 2" HOOK ON EACH END (28" TOTAL

LENGTH) @ 2'-8" OC. GROUT CELLS SOLID FULL HEIGHT AT EACH

END OF STRAPS.

ALL TEE INTERSECTIONS SHALL BE REINFORCED W/

PREFABRICATED TEE-SHAPED HORIZONTAL JOINT REINFORCEMENT @

8" OC OR W/ ‚"x2"x24" STEEL STRAPS W/ 2" HOOK ON EACH

END (28" TOTAL LENGTH) @ 2'-8" OC. WHERE WALLS INTERSECT

AT AN ANGLE OTHER THAN 90°, INTERSECTIONS SHALL BE

REINFORCED W/ ‚"x2"x24" STEEL STRAPS W/ 2" HOOK ON EACH

END (28" TOTAL LENGTH) @ 2'-8" OC. GROUT CELLS SOLID FULL

HEIGHT AT EACH END OF STRAPS.

5.

PLACED IN GROUTED CMU BOND BEAM.

DP DENOTES ‚"x4" DECK PLATE W/ •"x5" HAS @ 24"OC

(xxx'-x") INDICATES TOP OF STEEL ELEVATION

PER REQUIREMENTS ON S001 AND SDI. IN THE EVENT OF CONFLICT

8.

SEE SHEET S001 FOR GENERAL NOTES AND REQUIREMENTS.

BOTTOM OF DECK ELEVATION (BOD) PER PLANS

9.

10.

DRAINS. PROVIDE FRAME AND SUMP PAN FOR EACH.

RD DENOTES ROOF DRAINS AND OD DENOTES OVERFLOW

PROVIDE L5x3•x‚ (LLV) UNLESS NOTED OTHERWISE.

SEE ARCHITECTURAL SECTIONS FOR EDGE ANGLE SIZES AND LOCATIONS.

DA DENOTES DECK ANGLE- SEE SECTION 4/S301.

10.

11.

12.

EXTEND INTO BOND BEAM.

AREA SOLID UP TO BEARING PLATE. ANCHORS ON BEARING PLATE SHALL

PROVIDE A BOND BEAM AT THE NEXT COURSE DOWN AND GROUT A 16" WIDE

FOR JOIST BEARING ELEVATIONS THAT ARE ABOVE MASONRY COURSING,

BEAMS FOR JOIST BEARING ELEVATIONS THAT ARE AT MASONRY COURSING.

BEARING PLATES SHALL BE SET DIRECTLY ON AND ANCHORED INTO BOND

BEARING PLATES PER DETAILS ON S301 FOR ALL JOISTS BEARING ON CMU WALLS.

UNLESS NOTED OTHERWISE ON THE PLANS OR DETAILS, PROVIDE

PLATES AND ANCHOR BEAMS TO PLATES PER DETAILS ON S301.

BEARING PLATES FOR BEAMS BEARING ON CMU WALLS. GROUT BELOW

UNLESS NOTED OTHERWISE ON THE PLANS OR DETAILS, PROVIDE BP1

OPENING STEEL LINTEL PER

SIZE 4" OF WALL THICKNESS

0' TO 2'-0" INCL É5x3•x‚

PROVIDE LINTELS FOR MISC MECHANICAL OPENINGS PER THE FOLLOWING TABLE

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

13.

MECHANICAL LINTELS COST SHALL BE BID AS AN ALLOWANCE.

> 2'-0" TO 6'-0" INCL É5x3•xŠ

14.

16/S301 AND 17/S301.

ROOF FRAMES AND JOIST STRUTS PER

AT NEW RTU'S, PROVIDE CHANNEL STEEL,

ROOF DECK(RD) SHALL BE PER 1•", 20GA WIDE RIB ROOF DECK UNO.

LOCATIONS PER THE GENERAL NOTES ON S001 (UNO).

8" CMU SHALL BE REINFORCED PER PLAN. SEE ADDITIONAL

S102

PLAN

FRAMING

ROOF

SHEET TITLE

SHEET NUMBER

ISSUED FOR DATE

"-0"'-

THRU EXISTING WALL

@ 16"OC. BOLT CONNECTIONS

ON LT GA STEEL TRUSSES

1•", 20GA ROOF DECK

12-194.45

G 002

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

KELLOGGSVILLE

PUBLIC

SCHOOLS

WEST ELEMENTARY

KEY PLAN

SCALE: NO SCALE

0'

5'

10'

15' 25'

1/8" = 1'-0" GRAPHIC SCALE

V A

R

IE

S

SEE PLAN

T

T H

R E

A D

E D

N O

N S

H R

IN

K

E

M B

D

EQEQ

Q

Q

16"

EQEQ

E Q

Q

7"

C

U R

S E

S

6" 8"

8"

3•"

EQ EQ

3•"

8"

EQEQ

E Q

E Q

14"

SEE ARCH PLANS

U R

S E

S

8"6"

‚" MAX

1" MAX

TYP PIPING , CONDUIT &

PIPING 4" Ì OR GREATER

TO EXCEED 12'-0"

MECH SPECS BUT NOT

HANGER SPACING PER

EXCEED 100# AT ANY HANGER.

COMPLY WITH NFPA. DO NOT

POINTS USING "C-CLAMPS";

BE SUSPENDED AT PANEL

PIPING LESS THAN 4" Ì MAY

1.

2.

DECK FLUTES

JOIST PANEL POINTS. PLACE IN

INCHES OF TOP OR BOTTOM CHORD

REQ'D LOAD; LOCATE WITHIN 2

STEEL SUFFICIENT TO SUPPORT

UNISTRUT OR EQUAL STRUCTURAL

NOTES:

(MAX WT= 500 LBS)

MECH UNIT

OR BEAM

STEEL JOIST (SHOWN)

CORNER BARS

L

L

LARGER AREA

WHERE SIZE & SPACING DIFFER MATCH

MATCH SIZE & SPACING OF HORIZ BARS,

(L=48db )

"TEE" INTERSECTIONCORNERS

SUPPORTED OFF FLOOR OR ROOF DECK.

FOR ANY HANGING EQUIPMENT. ANY HANGING LOADS SHALL NOT BE

THIS DETAIL IS SCHEMATIC SHOWING PIPING SUPPORTS BUT IS APPLICABLE

PANEL POINTS

PROVIDE JOIST STRUTS FOR LOADS THAT DO NOT OCCUR AT JOIST

S301

EQUIPMENT SUPPORT

NOT TO SCALE

A-A

C-C

B-B

TOW EL

VARIES

PER PLAN

VERT WALL REINF

VERT WALL REINF (TYP)

REINF (CONTINUOUS)

HORIZ BOND BEAM

VERT WALL REINF (TYP)

ROD AND SEALANT

ROD AND SEALANT

BUILDING FELT

CONTROL JOINT

INTERRUPTED AT

HORIZ JOINT REINF

IN GROUTED CELLS

VERT WALL REINF

(WHERE APPLICABLE)

INTEGRAL BRICK TIES

CMU CONTROL JOINT

REINF AT JOINT

SECTIONS-INTERRUPT

PER PLAN AND TYP

HORIZ JOINT REINF

OF BOND BEAM

JOINT AT BOTTOM

STOP CONTROL

TYP SECTIONS

BEAM PER PLAN AND

INTERMEDIATE BOND

ABOVE BOND BEAM

REINF EA COURSE

PROVIDE HORIZ JOINT

AT CONTROL JOINT

REINF, INTERRUPT

HORIZ BOND BEAM

MORTAR JOINT

WALL ELEVATION W/ CONTROL JOINT

SECTION C-C: PLAN OF INTERMEDIATE BOND BEAM

SECTION B-B: PLAN OF TYPICAL JOINT REINFORCING

SECTION A-A: PLAN OF TOP OF WALL BOND BEAMSECTIONS

PER PLAN AND TYP

BEAM AND REINF

TOP OF WALL BOND

FILL CAVITY W/ GROUT

MARK

BEARING PLATE SCHEDULE

ANCHORSPLATE SIZE

BP1 (2)-†" DIA

BP2 •x6"x8" (2)-†" DIA

REMARKS

•x7"x7"

SEE TYPICAL BEAM/LINTEL BEARING DETAIL FOR GROUTING REQUIREMENTS

GROUT SOLID

JOIST PER PLAN

TOS VARIES

W/ 4‚" EMBEDMENT

ROD @ 24" OC AND HILTI HY150

GROUTED CMU W/•"Ì THRD

É5x3•x‚, ANCHOR TO SOLID

S301

CONN @ EXT WALL

NOT TO SCALE

S301

PLAN-TYP MASONRY BOND BEAM

NOT TO SCALE

S301

TYP CMU CONTROL JOINT DETAILS

NOT TO SCALE

S301

BRG PLATE SCHEDULE/DETAILS

NOT TO SCALE

JOIST

METAL DECK

AROUND CHANNEL

LEAVE CMU 2" CLRTYP

É4x3x‚, 8" LONG

SEE PLAN

VERT REINF,

S301

WALL BRACING DETAIL

ƒ" = 1'-0"

VERT REINF, SEE PLAN

(TYP)

WELD DECK TO ANGLE

É5x3x‚ LLH CONT, TYP

W/ 4‚" EMBEDMENT (TYP)

INSTALL W/ HILTI HIT HY150

•"Ì THD ROD @ 2'-0" OC,

BRG Ê, SEE PLAN (TYP)

BETWEEN JOIST BEARINGS

GROUT SOLID ALL COURSES

TOJ VARIES

S301

SECTION-JOIST BEARING

NOT TO SCALE

MAX

@ 6'-8"OC

C4x5.4

W/ (2) #5 CONT

8" CMU BOND BEAM

BASE PLATE

LEVELING NUTS

ANCHOR BOLT SIZES

COLUMN, BASE PLATE AND

SEE COLUMN SCHEDULE FOR

BOTT OF BASE PLATE EL

P R

O J E

C T

IO

N

G R

O U

T

TOP OF PIER OR FOOTING

EL - SEE FDN PLANS

& OVERSIZE WASHER

HEAVY HEX NUT

WELD TO ROD

HEAVY HEX NUT

SEE COLUMN SCHEDULE

Ë

Ë

T Y

P

P1

S301

COLUMN BASE PLATE (TYPE P1)

NOT TO SCALE

S301

COLUMN SETTING (TYPE S1)

NOT TO SCALE

ASTM F1554, GRADE 36

1" ANCHOR ROD

1 ‚" BASE Ê

W COL

Ë

Ë

T Y

P

P2

HSS COL

1" BASE Ê

BP3 †"x10"x10" (3)-†" DIA

(STEEL JOISTS ONLY)

GROUT SOLID

W/ (2) #4 CONT

8" CMU BOND BEAM

VERT REINF, SEE PLAN

WELD DECK TO ANGLE

É4x3x‚ LLH CONT, SECTION-TYP JOIST

W/ 4‚" EMBEDMENT

INSTALL W/ HILTI HIT HY150

•"Ì THD ROD @ 24" OC,

S301

BRG @ EXT WALL

NOT TO SCALE

BP2 BRG Ê

SECTIONS

FRAMING

L1

L2

BEAM AND LINTEL SCHEDULE

NOTES:

1.

2.

LOCATED IN EXTERIOR WALLS

GALVANIZE ALL LOOSE ANGLE LINTELS AND BOTTOM PLATE ON BEAM & Ê LINTELS

SIZE

PLATE

BOTTOM

MARK SIZE TYPE

END SUPPORTS

1 2

REMARKS

3.

‰ 3-12

TYPE 1

TYP

TYPE 2

S301

STEEL BEAMS AND LINTELS

NOT TO SCALE

SEE NOTE 3

L3 2

PROVIDE BEARING FOR LINTELS PER TYPICAL BEAM/LINTEL BEARING DETAIL 9/S301

WHEN MASONRY PIERS ARE NOT SPECIFICALLY INDICATED ON PLANS AND/OR DETAILS,

BP1C

HSS16x4x‚ BP1C

†"Ì HAS 6" LONG @ 24" OC, GROUT SOLID IN CMU

L4 1 BP1A

4.

ARE TO BE INSTALLED (WHERE LINTELS ARE DEEPER THAN 8")

PROVIDE CORRUGATED BUCK ANCHORS @ 16"OC ON SIDES OF LINTEL WHERE FACE SHELLS

TYPE 3

(2) L5x3•xŠ

5.

6" BEARING. ALL OTHERS SHALL HAVE 8" BEARING.

BEAMS BEARING PERPENDICULAR TO 8" CMU WALLS SHALL HAVE

TYPE 4

SEE NOTE 3

BP1C

BP1C

GROUT SOLID AS SHOWNGROUT SOLID AS SHOWN

SOLID BELOW

SEE PLANS, GROUT

BEARING PLATE-

MINMIN

PERPENDICULAR TO WALL

BEAMS/LINTELS

PARALLEL TO WALL

BEAMS/LINTELS

S301

TYP BEAM/LINTEL BEARING

NOT TO SCALE

TUBE AT 60 DEG

CUT END OF

TOP OF WALL

CONTINUE TO

ALLOW BAR TO

AND LINTEL TO

IN BRG PLATE

2" DIA HOLE

BAR IN JAMB

(1) #5 CONT

COURSE W/

BOND BEAM

COLUMN PER PLAN

TYPE 5

TIGHTEN NUTS.

W/ BEAM. FINGER

SLOT TO BE PARARELL

IN BEAM FLANGE. 2"

ƒ"x2" SLOTTED HOLES

OR JOIST

BEAM (SHOWN)

WELD TO ANCH (TYP)

HEAVY HEX NUT-TACK

SEE SCHEDULE

BEARING PLATE-

FOR SIZE & QTY

HAS-SEE SCHEDULE

‰ 2"

(2)-†"Ì ANCH

SEE NOTE

TYPE A

TYPE B

EA SIDE OF WEB.

SLOTTED HOLES IN BOTTOM FLANGE

TO ALLOW FOR WELDING, PROVIDE

NOTE: IF BEAM FLANGE IS TOO WIDE

SEE SCHEDULE

BEARING PLATE-

Ê (TYP)

ANCH TO

SEE SCHEDULE

BEARING PLATE-

FOR SIZE & QTY

HAS-SEE SCHEDULE

4"

TYPE C

HSS BEAM

‚ 3"

HSS BEAM

SEE SCHEDULE

BEARING PLATE-

SEE SCHEDULE

BEARING PLATE-

4"

TYPE D

HSS BEAM

‚ 3"

HSS BEAM

SEE SCHEDULE

BEARING PLATE-

TIGHTEN NUTS.

W/ BEAM. FINGER

SLOT TO BE PARARELL

IN BEAM FLANGE. 2"

ƒ"x2" SLOTTED HOLES

WELD TO ANCH (TYP)

HEAVY HEX NUT-TACK

(2)-†"Ì ANCH

TIGHTEN NUTS.

W/ BEAM. FINGER

SLOT TO BE PARARELL

IN BRG PLATE. 2"

ƒ"x2" SLOTTED HOLES

PLAN OF BOTT PLATE

LINTEL BOTT PLATE

BRICK

JAMB CMU

OPENING

•" FROM EDGE OF

BEARING PLATE BACK

SUPPORT, HOLD

JAMB FOR BRICK

CONTINUE 8" BEYOND

PLATE SHALL

BEARING PLATES BUT

LINTELS REQUIRING

FOR BEAM & Ê

‚" SHORT OF CMU

HOLD BOTTOM PLATE

Ë

Ë

T Y

P

P3

HSS COL

1•" BASE Ê

‚"x15"

VERTICAL REINFORCING IN JAMBS

JAMB CELLS AND LAP W/

PROVIDE 16" HOOK INTO CMU

W/ (2) #5 TOP AND BOTT-

16" DEEP CMU LINTEL

OF THE WALL

FIRST 8" AND THE REMAINDER

PROVIDE SOFT JOINT BTWN

CMU BEYOND THE FIRST 8"-

16" TALL LINTEL BEARS ON

TO THE OPENING

ON JAMB CMU ADJACENT

BEARS 8" EACH END

(2) #5 TOP AND BOTT-

16" DEEP CMU LINTEL W/

‚"x1" BENT STRAP @ 24"OC

GROUT SOLID

IN PLACE

USED FOR INSTALLATION-LEFT

(2) OR (3) L3 •x3 •x‚ ANGLES

CAULK JOINT

S301

PORTAL FRAME

NOT TO SCALE

OF OPENING

BACK •" FROM EDGE

HOLD BEARING PLATE

BEARING PLATES,

LINTELS REQUIRING

FOR BEAM & Ê

‚" SHORT OF WALL

HOLD BOTTOM PLATE

MINMIN

SOLID BELOW

SEE PLANS, GROUT

BEARING PLATE-

GROUT SOLID BELOW

FULLY ON PLATE -

BEAM TO BEAR

GROUT SOLID SOLID UNITS GROUT SOLID SOLID UNITS

TYP BEAM/LINTEL BEARING @

S301

EXISTING CONSTRUCTION

NOT TO SCALE

S301 w/ BOT PLATE

CMU

SECTION-TYP JOIST

W/ (2) #4 CONT

8" CMU BOND BEAM

U N

O

SOLID W/ BOND BEAM

(IF REQ'D) AND GROUT

CUT COURSE FOR BRG

(CENTER IN WALL)

BRG Ê, SEE PLAN

S301

BRG @ INT WALL

RTU CURB

BLOCKING REQUIRMENTS

SEE ARCH FOR FLASHING AND

OPENING FRAME"

SEE "TYP ROOF

DECK SUPPORT-

DECK

METAL ROOF

‰ 2-12

TYP

TYP

POINT

TOP CHORD PANEL

IF LOAD IS NOT AT

L2x2x ‚JOIST STRUT

S301

TYP RTU SUPPORT

ELEC DRAWINGS

OPENINGS w/ ARCH, MECH AND

METAL ROOF DECK. COORDINATE

1'-0" WIDER THAN OPENING TO

WELDING 16 GAGE SHEET METAL

OPENINGS LESS THAN 12" BY

LARGER. REINFORCE ROOF

WHERE ANY DIMENSION IS 12" OR

APPLIES TO ALL OPENINGS

TYP OPENING DETAIL SHOWN

NOTE:

É4X4x…,6" LONG

‰ 2

3 SIDES

TYP

STRUT DETAIL.

REQ'D. SEE TYP JOIST

PROVIDE JOIST STRUT AS

TO FRAME OPENING,

PROVIDE ANGLES AS REQ'D

É3x3x‚ AT ROOF(TYP)

S301

OPENING FRAME

NOT TO SCALE

TYP ROOF

JOIST

LOCATIONS

PLATE AT EXISTING ROOF

DECK TO Ê. OMIT

EXACT CURB LAYOUT. WELD

COORDINATE PLACEMENT W/

MINIMUM OF TWO JOISTS)

END OF RTU (SPAN TO A

SPAN TO NEXT JOIST BEYOND

PLACE UNDER RTU CURB.

C6x8.2 w/ ‚x12 CONT Ê, EXTERIOR WALL LINTELS w/ CAVITY

CMU+4" VENEER

w/ CAVITY

CMU+4" VENEER

W/ (2) #5 CONT (TYP)

CMU BOND BEAM

BP4 †"x7"x11" (3)-†" DIA

‚"x15"

‚"x7" BP1A

S301

SECTION

NOT TO SCALE

JOIST PER PLAN

JOIST PER PLAN

(2) #5 CONT

8" BOND BEAM W/

OF WALL

GROUT SOLID TO TOP

JOIST ENDS

PER PLAN BTWN

DECK PLATE

W8x10

TYPE 6

HSS8x4x‚

PER PLAN

BRG PLATE

SHEET TITLE

SHEET NUMBER

ISSUED FOR DATE

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

KELLOGGSVILLE

PUBLIC

SCHOOLS

12-194.45

DN

DN

CORRIDOR

MEDIA CENTER

1 HR

HR

OFFICE

STORAGE

A 201

20' - 0" V.I.F.

116A

A 601

6' - 0"

3K

3K

A 201

3K

KNOX BOX LOCATION

OFFICE

NEW BORROWED LITES -

TOOTH-IN DOUBLE BULLNOSE

CMU AT ALL WINDOW JAMBS.

CENTER BORROWED LITE IN WALL

2' - 8" 8' - 0" 2' - 0" 8' - 0"

115A

1G

A 201

A 201

A 201 4

A 201 4

2' - 8"

CLASSROOM

116B

1G 1G2B

" 2' - 8"

COMPUTER

LAB

WORK ROOM

OFFICE

OPEN OFFICE

TOILET

TLT

SECURE

VESTIBULE

CONFERENCE

TEACHERS

GYMNASIUM

TOILET

CLOSET

CLOSET

NEW ENTRY CANOPY

40' - 0 1/4"

115B

ALIGN WALL WITH EDGE

OF WINDOW OPENING

V .I .F

1G

37' - 8 1/4" V.I.F.

/8

OFFICE

OPEN OFFICE

WORK ROOM

CLASSROOM

TLT

TLT

TLTSTO

SECURE

VESTIBULE

CORRIDOR

MEDIA CENTER

VEST.

OFFICE

OFFICE

COMPUTER LAB

STAGE

STORAGE

14 13

GYMNASIUM

CONFERENCE

TEACHERS LOUNGE

WORK ROOM

WOMEN

J.C.

MEN

/8

V .I .F

/8

/8

/4

2' - 8" 8' - 0" 2' - 0" 8' - 0"

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2019©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 03, 2019

WEST

ELEMENTARY

MEDIA CENTER

RENOVATION

Grand Rapids, Michigan

DEMOLITION &

FLOOR PLANS

12-194.45

A 101

KELLOGGSVILLE

PUBLIC

SCHOOLS

1/8" = 1'-0"

FLOOR PLAN

1/8" = 1'-0"

DEMOLITION PLAN

WEST ELEMENTARY

KEY PLAN

SCALE: NO SCALE

0'

5'

10'

15' 25'

1/8" = 1'-0" GRAPHIC SCALE

RENOVATION

AREAS

NOTES:

1. SEE A600 SERIES SHEETS FOR INTERIOR ELEVATION…