Ag Barn MAPS Ag Barn Plans - Bidding - 6.30.26.pdf

DESIGN TEAM

ARCHITECT/ENGINEER

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AGRICULTURAL CLASSROOM AND BARN

MONTAGUE AREA PUBLIC SCHOOLS

Montague, Michigan

CONSTRUCTION DOCUMENTS

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DRAWING INDEX

MONTAGUE HIGH SCHOOL

4882 STANTON BLVD

MONTAGUE, MI 49437

CONSTRUCTION MANAGER

SITE ADDRESS

4 EAST FULTON STREET, SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

8868 WATER STREET

MONTAGUE, MI 49437

PHONE: 231.894.8409

GENERAL

G 001 COVER SHEET

G 002 TYP. SYMBOLS, GEN. NOTES, INTERIOR PARTITION TYPES, DEVICE

ALIGNMENT GUIDELINES

G 101 CODE COMPLIANCE PLAN

CIVIL DEMOLITION

CD 100 EXISTING CONDITIONS AND DEMO

CIVIL

C 100 SITE LAYOUT SHEET

C 200 SITE GRADING SHEET

C 300 SITE UTILITY SHEET

C 400 SITE DETAILS

STRUCTURAL GENERAL

SG 001 STRUCTURAL GENERAL NOTES

SG 002 STATEMENT OF SPECIAL INSPECTIONS

STRUCTURAL

S 101 FOUNDATION PLAN

S 201 FRAMING PLAN

S 301 TYPICAL FOUNDATION DETAILS

ARCHITECTURAL

A 101 OVERALL FLOOR PLAN

A 102 ROOF PLAN

A 201 OVERALL REFLECTED CEILING PLAN

A 301 EXTERIOR ELEVATIONS

A 311 BUILDING SECTIONS

A 321 WALL SECTION, ELEVATION AND PLAN DETAILS

A 501 DOOR SCHEDULES, FRAME ELEVATIONS, WINDOWS & ACCESS

PANEL INFORMATION

MECHANICAL

M 100 MECHANICAL FIRST FLOOR PLAN

M 101 MECHANICAL MEZZANINE PLAN

M 500 MECHANICAL DETAILS

M 700 MECHANICAL SCHEDULES

PLUMBING

P 100 DOMESTIC PLUMING FIRST FLOOR PLAN

P 200 SANITARY PLUMBING FIRST FLOOR PLAN

P 500 PLUMBING DETAILS

P 700 PLUMBING SCHEDULES

ELECTRICAL GENERAL

E 001 ELECTRICAL ABBREVIATIONS AND SYMBOLS

ELECTRICAL SITE

ES 101 ELECTRICAL SITE PLAN

ELECTRICAL

E 100 ELECTRICAL POWER FIRST FLOOR PLAN

E 101 ELECTRICAL POWER MEZZANINE PLAN

E 200 ELECTRICAL LIGHTING FIRST FLOOR PLAN

E 201 ELECTRICAL LIGHTING MEZZANINE PLAN

E 500 ELECTRICAL DETAILS

ISSUED FOR DATE

CIVIL CONSULTANT

2800 SOUTH 11TH STREET

KALAMAZOO, MI 49009

PHONE: 269.552.4960

FAX: 269.552.4961

MEP CONSULTANT

4801 HENRY ST.

MUSKEGON, MI 49441

PHONE: 231.798.4328

FAX: 231.798.2981

INTERSECTION OF NON-RATED AT

1 HOUR RATED PARTITION

INTERSECTION OF NON-RATED AT 2 HOUR

RATED PARTITION - U.L. ASSEMBLY U425

1 HOUR RATED

PARTITION - REFER

TO PLAN

METAL STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

2 HOUR RATED

PARTITION -

REFER TO PLAN

METAL STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

INTERSECTION OF NON-RATED AT 2 HOUR

RATED PARTITION - U.L. ASSEMBLY U438

2 HOUR RATED

PARTITION -

REFER TO PLAN

CH STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

INTERSECTION OF

CONCRETE/MASONRY AT 1 HOUR

RATED PARTITION

CONCRETE OR MASONRY

WALL - REFER TO PLAN

1 HOUR RATED PARTITION -

REFER TO PLAN

METAL FURRING

GYPSUM BOARD CONTROL

JOINT NON-RATED PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

GYPSUM BOARD

METAL STUD FRAMING

BACKER ROD

AND SEALANT

CONTROL JOINT

GYPSUM BOARD CONTROL

JOINT 1 HOUR RATED

PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

GYPSUM BOARD

METAL STUD FRAMING

(2) LAYERS TYPE "X"

GYPSUM BOARD

CONTROL JOINT

GYPSUM BOARD CONTROL

JOINT 2 HOUR RATED

PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

METAL STUD FRAMING

(2) LAYERS TYPE "X"

GYPSUM BOARD

CONTROL JOINT

(2) LAYERS TYPE "X"

GYPSUM BOARD

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;

(1 HOUR FIRE) U.L. ASSEMBLY U465

WHERE NOTED ON PLANS

METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS (AT CHASE

WALLS ONLY) - 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 OR

FURRING

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" TYPE "X" GYPSUM BOARD BOTH

SIDES TO DECK

STRUCTURAL METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

FLOOR CONSTRUCTION

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

TYPE "X" GYPSUM BOARD ON ROOM

SIDE AND 1" TYPE "X" GYPSUM BOARD

PANEL ON CHASE SIDE

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 (2)

LAYERS 5/8" TYPE "X" GYPSUM

BOARD BOTH SIDES

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN ALL

WALLS - UNLESS

NOTED OTHERWISE -

WEAVE IN-BETWEEN

STUDS

FLOOR CONSTRUCTION

6" TOP AND BOTTOM TRACK WITH 3 5/8"

METAL STUD FRAMING @ 16" O.C.

(OFFSET) WITH 5/8" GYPSUM BOARD BOTH

SIDES

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)

HEAD

PLAN

SILL

CMU WALL WITH FURRING CMU WALL WITH FURRING BOTH SIDES

C H A S E S

ID

E

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S

ID

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METAL STUD CHASE WALL (1 HOUR FIRE)

U.L. ASSEMBLY U415

METAL STUD WALL (2 HOUR FIRE)

U.L. ASSEMBLY U425 METAL STUD SOUND WALL

6" CONCRETE MASONRY UNITS

8" CONCRETE MASONRY UNITS

10" CONCRETE MASONRY UNITS

STRUCTURE /

DECK ABOVE

BOND BEAM

FLOOR CONSTRUCTION

STRUCTURE /

DECK ABOVE

BOND BEAM

FLOOR CONSTRUCTION

HEAD

PLAN

SILL

4" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

6" CONCRETE MASONRY UNITS METAL FURRING

AND 5/8" GYPSUM BOARD

8" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

10" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

4" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

12" CONCRETE MASONRY UNITS 12" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

1X 2X 4X

5X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

FLOOR CONSTRUCTION

METAL CH STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM BOARD

ON ROOM SIDE AND 1" TYPE "X"

GYPSUM BOARD PANEL ON CHASE SIDE

METAL STUD CHASE WALL (2 HOUR FIRE)

U.L. ASSEMBLY U438

6X 7X 8

6" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

8" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

10" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD - BOTH SIDES

12" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD - BOTH SIDES

9X

10X

11X

12X

13X

9XX

10XX

11XX

12XX

13XX

SEALANT SEALANT

METAL STUDS @ 16" O.C. WITH

1/2" RATED PLYWOOD ONE SIDE

AND 5/8" GYPSUM BOARD ON

BOTH SIDES.

3X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

1/2" RATED

PLYWOOD

FLOOR CONSTRUCTION

METAL STUD WALL WITH

PLYWOOD BACKING

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

NOTE:

MOUNT EQUIPMENT AS SHOWN UNLESS SPECIFIED OTHERWISE.

MAX TWO DEVICES IN ONE HIGHER MOUNT

LOCATION AT LATCH SIDE OF DOOR, PROVIDE RFI

IF MORE DEVICES ARE NECESSARY. WHERE THERE

IS ONE DEVICE, CENTER OVER LOWER DEVICE. (TO

BE WITHIN ADA HEIGHT). (IF SWITCH CANNOT BE

LOCATED ON LATCH SIDE, LOCATE ONE DOOR

LEAF AWAY ON HINGE SIDE.)

DOOR

LOW DEVICES

RECEPTACLEVOICE/DATA

MASONRY COURSING

(WHERE APPLICABLE)

LIGHT SWITCH

F.A. AUDIO/VISUAL

ALIGNMENT NOTES

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

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

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

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

• CENTER ON DOORFRAME OR WHITEBOARDS ANY DEVICES INDICATED ABOVE.

O R L

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F R O

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6' - 0" MIN.

4" MAX

CAMERAS, CLOCKS, WALL

OCCUPANCY SENSORS

WHITE BOARD (WHERE APPLICABLE -

VERIFY WITH DETAILS/PLANS PROPER

INSTALL HEIGHT) CENTER ANY SINGLE

DEVICE WITH CENTER OF WHITE BOARD

ANY DEVICES

SHOWN OVER DOOR

TO BE CENTERED.

EQ EQ

EQ EQ

F R O

M F

LO

O

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A N D

IN

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SHORT THROW PROJECTOR

WHERE APPLICABLE

~12"

FA PULL STATION - HINGE SIDE

OF DOOR 1-LEAF AWAY WITHIN

5'-0" OF EXTERIOR OR STAIR

DOORS, WHEN WALL MOUNT

STROBES ARE ON PROJECT,

ALIGN ABOVE.

WHEN DEVICES ARE WITHIN DIMENSION, STACK

HIGH/LOW VERTICALLY AND GROUP DEVICES AT

SAME HEIGHT. UNLESS DEVICES IS PART OF

TECHNOLOGY DETAIL GROUPING OR SERVING A

FURNITURE GROUP.

CASEWORK, COORDINATE DEVICE BOTTOM

TO BE 2" OVER BACKSPLASH OR OVER

COUNTERTOP (IF NO BACKSPLASH). FOR

LARGE FORMAT TILE, ALIGN EDGE OF DEVICE

WITH HORIZONTAL GROUT LINE CLOSEST TO

COUNTERTOP.

COORDINATE OUTLET LOCATIONS WITH

GROUT LINES, EDGE OF DEVICE ON GROUT

LINE IF POSSIBLE. COORDINATE WITH

INTERIOR DESIGN DRAWINGS.

TYPICAL COLUMN

ENCLOSURE, CHASE OR

BUMP-OUT WITH DEVICES

INDICATED IN PLANS.

EQ EQ

EQEQEQEQ

THERMOSTAT,

SENSORS OR AV

CONTROLLER, CARD

READER, ETC.

A101A

TYPICAL SYMBOLS & REFERENCES

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.

ROOM IDENTIFICATION TAG

ROOM NAME

ROOM NUMBER

DETAIL TITLE

1 DETAIL TITLE

1" = 0'-1"A101

DETAIL NUMBER

SHEET NUMBER

UNIT MATCHLINES

U N

IT

A

U N

IT

B

TYPICAL NOTATION SYMBOLS

CALLOUT REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE BUBBLE

A301

A

ELEVATION LETTER

SHEET NUMBER

INTERIOR ELEVATION REFERENCE BUBBLE

A 652

ELEVATION NUMBER

SHEET NUMBER

DETAIL REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION REFERENCE BUBBLE

A 311

DETAIL NUMBER

SHEET NUMBER

ELEVATION AND SECTION REFERENCE TOOLS

ELEVATION TAG - EXISTING

FINISH FLOOR

ELEVATION 100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

100'-0" ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

ELEVATION TAG - NEW

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

WORKING POINT LAYOUT TAG

100'-0" : 100'-0"

DISTANCE IN THE "Y" DIRECTION FROM THE

"X" BASE LINE

DISTANCE IN THE "X" DIRECTION FROM THE

"Y" BASE LINE

BORROWED LIGHT AND DOOR IDENTIFICATION

A 502

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

SYMBOLS

BARRIER-FREE

B1 REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

CLASSROOM

A000A

GENERAL NEW CONSTRUCTION - ARCHITECTURAL

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

TO COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

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

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

THE FACE OF STUD FRAMING, UNLESS NOTED OTHERWISE.

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

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

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

UNLESS NOTED OR DETAILED OTHERWISE.

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

STUD WALL SUPPORTING WALL CABINETS SHALL BE A MINIMUM OF 20 GAGE.

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

OTHERWISE.

8. FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES

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

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

FIRE AND/OR SMOKE RATED ASSEMBLIES.

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

FLOOR PLANS.

11. PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

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

12. PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

ACCESSORY NOTES

1. OP = OWNER PURCHASED, OI = OWNER INSTALLED, CP = CONTRACTOR PURCHASED,

CI = CONTRACTOR INSTALLED.

2. DIMENSIONS INDICATED ARE TYPICAL UNLESS NOTED OTHERWISE ON PLANS.

3. GENERIC PLUMBING FIXTURES ARE SHOWN. REFER TO PLUMBING DRAWINGS AND

SPECIFICATIONS FOR FIXTURE TYPES, MANUFACTURERS AND MOUNTING HEIGHTS.

4. CODE REQUIRED INTERIOR SIGNAGE - INCLUDES MINIMUM REQUIRED SIGN TYPES

REQUIRED FOR OCCUPANCY AS DICTATED BY IBC, IFC, AND NFPA. COORDINATE WITH

ANY OWNER-PROVIDED SIGNAGE.

GENERAL PARTITION NOTES

1. NOT ALL WALL TYPES MAY BE USED ON PROJECT.

2. REFER TO CODE COMPLIANCE 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 AT 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 THICKNESS: 2 1/2" OR LESS METAL STUD - 1 1/2" THICKNESS, 3 5/8"

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

1X

METAL STUD/FURRING, CH STUD AND WOOD 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"

PARTITION TYPE TAG (REFER TO FLOOR PLANS)

PARTITION TYPE

NUMBER

METAL STUD, FURRING OR

CH STUD FRAMING LETTER

FIRE-RATING, IF REQUIRED

1X

WOOD STUD

DESIGNATION SIZE

U 2"x4"

V 2"x6"

W 2"x8"

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NOT TO SCALE

DEVICE ALIGNMENT GUIDELINES

ISSUED FOR DATE

F

F

F

F

SD

SD

W/DW

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

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

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

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

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

TREATED WOOD.

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

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

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

SHEET.

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

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

EGRESS SYMBOLS

EGRESS EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS PERMITTED

BY EGRESS WIDTH

ROOM OR SPACE EGRESS IS FROM

TRAVEL DISTANCE : 100'-0"

PERMITTED TRAVEL DISTANCE - 200'-0"

EXISTING TRAVEL DISTANCE

TO EGRESS DOOR

PERMITTED MAXIMUM TRAVEL

DISTANCE PER CONDITION

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

EGRESS

Door #

EGRESS ROOM

XFE

XFEC

FE

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

AED

AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

RECESSED CABINET

DESIGNATION RATING PRIORITY

2 HOUR (NEW CONSTRUCTION) 1

1 HOUR (NEW CONSTRUCTION) 2

SMOKE RESISTANT 3

COORDINATE ALL REQUIRED DAMPERS WITH MECHANICAL.

2 HOUR (EXISTING)

1 HOUR (EXISTING WALL,

FORMERLY NOT FR)

NFPA 101 LIFE SAFETY CODE

MEANS OF EGRESS

MAXIMUM EXIT ACCESS TRAVEL: 75 FEET

1. BUILDING USE GROUPS AND CONSTRUCTION TYPE

BUILDING USE GROUP: E

CONSTRUCTION TYPE: IIB

NON-COMBUSTIBLE (TABLE 601)

EXTERIOR LOAD BEARING - 0 HR

EXTERIOR NON-LOAD BEARING - 0 HR (PER TABLE 705.5)

STRUCTURAL FRAME - 0 HR

5. PROTECTION FROM HAZARDS

FIRE WALLS (SECTION 706.1) - EACH PORTION OF A BUILDING SEPARATED BY ONE OR

MORE FIRE WALLS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE

CONSIDERED A SEPARATE BUILDING.

*FIRE RESISTANCE RATING: 2 HR (PER TABLE 706.4)

** MUST MEET 717.5.2 EXCEPTION #3 TO VOID FIRE DAMPERS

***SEAL PENETRATIONS WITH SMOKE RESISTIVE SEALANT (NO TRANSFER GRILLES)

7. FIRE STOPPING AND SMOKE STOPPING

FILL ALL HOLES AND JOINTS IN FIRE RATED PARTITIONS ASSEMBLIES AROUND ALL

MECHANICAL PLUMBING, F.P. PIPING, ELECTRICAL PENETRATIONS WITH FIRE RATED FIRE

STOP MATERIALS PER SPECIFICATIONS IN DIVISION 7 AND PER ASTM E814. FILL GAPS

BETWEEN TOP OF FIRE RATED WALLS AND FLOOR / ROOF DECKS ABOVE WITH

FIRESTOPPING. SUBMIT FIRE STOP TEST REPORTS AND PRODUCT LITERATURE AS

REQUESTED BY AUTHORITIES HAVING JURISDICTION. M&E PENETRATIONS THROUGH

SMOKE RESISTIVE PARTITIONS SHALL BE SEALED SMOKE TIGHT WITH SMOKE RESISTIVE

SEALANT. (MBC 714.4.1.2)

2021 MICHIGAN BUILDING CODEPLUMBING COUNTS

NEW CONSTRUCTION: EDUCATIONAL OCCUPANCY

TOTAL OCCUPANCY = 65

ADMINISTRATION, STUDENTS

CODE REQ'D PROVIDED

WATER CLOSETS - MALE 1 1

WATER CLOSETS - FEMALE 1 1

LAVATORIES - MALE 1 1

LAVATORIES - FEMALE 1 1

DRINKING FOUNTAINS 0 0

10. MEANS OF EGRESS

MINIMUM REQUIRED EGRESS WIDTH (SECTION 1005) THE MEANS OF EGRESS WIDTH

SHALL NOT BE LESS THAN REQUIRED BY THIS SECTION. THE TOTAL WIDTH OF MEANS

OF EGRESS IN INCHES SHALL NOT BE LESS THAN THE TOTAL OCCUPANT LOAD SERVED

BY THE MEANS OF EGRESS.

EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.3): REFER TO NFPA 101 LSC

NOTES (MORE RESTRICTIVE)

MEANS OF EGRESS LIGHTING: PROVIDE EMERGENCY EGRESS LIGHTING IN ALL MEANS

OF EGRESS SPACES HAVING 2 OR MORE MEANS OF EGRESS, IN COMMON TOILET

ROOMS AND AT EXTERIOR SIDES OF EXITS. PROVIDE PHOTOMETRIC PLAN

CALCULATIONS OF LIGHTING LEVELS IN ACCORDANCE WITH 1008.3.5 AND REQUESTED

BY AUTHORITIES HAVING JURISDICTION.

EGRESS THROUGH INTERVENING SPACES (1016.2) NOT ALLOWED EXCEPT WHERE

ADJOINING ROOMS ARE ACCESSORY TO ONE OR THE OTHER AND PROVIDE A

DISCERNABLE PATH OF EGRESS TRAVEL TO AN EXIT.

EGRESS FROM CLASSROOMS IN GROUP E OCCUPANCIES SHALL BE LIMITED TO PASS

THROUGH I INTERVENING SPACE BEFORE REACHING AN EXIT ACCESS DOOR LEADING

DIRECTLY TO A CORRIDOR OR EXIT.

WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR

ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS,

THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE HALF OF

THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR

AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. (1007.1.1)

• PER MEC REFERENCE TO ASHRAE 90.1 – 2019 – TABLE 5.5-5, ASSEMBLY USE,

• PROJECT IS IN CLIMATE ZONE 5A,

• MINIMUM R-VALUES;

NON-RESIDENTIAL ASHRAE 90.1 – 2019 – TABLE 5.5-5

AT CONVENTIONAL CONSTRUCTION:

ROOF / CEILING (INSUL. ABOVE DECK) R-30 C.I. (MIN.)

WALLS, MASS (MASONRY) R-11.4 C.I. (MIN.)

AT METAL BUILDING:

ROOF / CEILING R-19 + R-11 LS (MIN.)

WALLS R-13 + R-14 C.I. (MIN.)

VERTICAL FENESTRATION

METAL FRAMING, FIXED U-0.36 (MAX.)

METAL FRAMING, OPERABLE U-0.45 (MAX.)

METAL FRAMING, ENTRANCE DOORS U-0.63 (MAX.)

ALL FRAME TYPES SHGC – 0.40 (MAX.)

VT / SHGC – 1.10 (MIN.)

2021 MICHIGAN ENERGY CODE SUMMARY

COMMON PATH OF TRAVEL (SECTION 1030.8) SHALL NOT EXCEED 75' FOR

OCCUPANCIES UNDER 50 AND 50' FOR A SMOKE PROTECTED ASSEMBLY SEATING.

COMMON PATH OF EGRESS TRAVEL -THAT PORTION OF EXIT ACCESS WHICH THE

OCCUPANTS ARE REQUIRED TO TRAVERSE BEFORE TWO SEPARATE AND DISTINCT PATHS

OF EGRESS ARE AVAILABLE. PATHS THAT MERGE ARE COMMON PATHS OF TRAVEL.

COMMON PATHS OF EGRESS TRAVEL SHALL BE INCLUDED WITHIN THE PERMITTED TRAVEL

DISTANCE.

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) - A OCCUPANCY TRAVEL DISTANCE IS

75'.

MINIMUM NUMBER OF EXITS (TABLE 1006.3.3)

1 TO 500 OCCUPANTS = 2 EXITS REQUIRED

(1028.1) EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE

EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS

TRAVEL TO GRADE. EXCEPTIONS PERMITTED PER 1028.1

1144.16

SF

CLASSROOM

1371.74

SF

BARN

STORAGE

JAN

EGRESS

BUILDING EXPANSION JOINT

BASED ON EMSEAL "COLORSEAL"

TYPICAL BOTH SIDES

1 HR FR

4'-0"

EGRESS

FE

FEC

NOX BOX

1 HR FR

4'-0"

1 HR FR

4'-0"

E G

R E

S S

TRAVEL DISTANCE: 46' - 8"

PERMITTED TRAVEL DISTANCE - 75' - 0"

1 HR FR

4'-0"

TOILET

PASSAGE

394.35

SF

CHICKENS

KNOX

94 SQ. FT

TRAVEL

DIS

TANCE :

53' -

8"

PERM

IT

TED T

RAVEL

DIS

TANCE -

75'

TR

A V E L

D

IS

TA

N C E

7"

P E R M

IT

TE

D T

R A V E L

D

IS

TA

N C E

TR

AVEL

D

IS

TAN

C E :

2"

PER

M

IT

TED

T R

AVEL

D

IS

TAN

C E -

FE

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 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

C O

D E

C O

M P

L

IA

N C

E P

L A

N

-1

.0

G

J U

N E

A G

R

IC

U L

T U

R A

L C

L A

S S

R O

O M

A N

D B

A R

N

M o n ta g u e

M ic h ig a n

M O

N T

A G

U E

A R

E A

P U

B L

IC

S

C H

O O

L S

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

1/4" = 1'-0"

CODE PLAN

BUILDING:

LIFE SAFETY:

ENERGY:

PLUMBING:

MECHANICAL:

FUEL GAS:

ELECTRICAL:

BARRIER-FREE:

USE GROUP:

CONSTRUCTION TYPE:

AUTOMATIC SPRINKLERS:

E - CLASSROOM

IIB (000)

PROJECT AREA

REFERENCED CODES

TOTAL FINAL BUILDING AREA:

TOTAL OCCUPANCY:

3338 SQ. FT.

2021MICHIGAN BUILDING CODE

2012 NFPA 101 LIFE SAFETY CODE (LSC)

2021 MICHIGAN ENERGY CODE (MEC)

2021 MICHIGAN PLUMBING CODE (MPC)

2021 MICHIGAN MECHANICAL CODE (MMC)

(IFCG) 2021 INTERNATIONAL FUEL GAS CODE

2023 MICHIGAN ELECTRICAL CODE, PART 8

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

NO

U - AG BARN

CAUTION!!!

STANTON BLVD

BM #01

BM #02

NOT FOR CONSTRUCTION

PRELIMINARY

ISSUED FOR DATE

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BENCHMARKS

REMOVALS LEGEND

hurley & stewart, llc 2800 s. 11th street kalamazoo, michigan 49009

269.552.4960 fax 269.552.4961 www.hurleystewart.com

REMOVAL NOTES

C D

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, 2

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STANTON BLVD

BM #01

BM #02

PROPOSED

BUILDING

F.F. = 658.50

NOT FOR CONSTRUCTION

PRELIMINARY

ISSUED FOR DATE

TO

W

ER

PI

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TE

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SITE LEGEND

LEGEND

GENERAL NOTES

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L

AY

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SH

EE

T hurley & stewart, llc 2800 s. 11th street kalamazoo, michigan 49009

269.552.4960 fax 269.552.4961 www.hurleystewart.com http://WWW.HURLEYSTEWART.COM http://WWW.HURLEYSTEWART.COM http://WWW.HURLEYSTEWART.COM

PROPOSED

BUILDING

F.F. = 658.50

CAUTION!!!

STANTON BLVD

BM #01

BM #02

NOT FOR CONSTRUCTION

PRELIMINARY

ISSUED FOR DATE

TO

W

ER

PI

N

KS

TE

R

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GRADING & SESC NOTES

E8

S59

SOIL EROSION AND

SEDIMENTATION CONTROL MEASURES

WHERE USEDSYMBOLKEY

BEST

MANAGEMENT

PRACTICES

GRADING PLAN LEGEND

BM #XX

C

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, 2

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G R

AD

IN

G S

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T hurley & stewart, llc 2800 s. 11th street kalamazoo, michigan 49009

269.552.4960 fax 269.552.4961 www.hurleystewart.com http://WWW.HURLEYSTEWART.COM http://WWW.HURLEYSTEWART.COM http://WWW.HURLEYSTEWART.COM

PROPOSED

BUILDING

F.F. = 658.50

CAUTION!!!

STANTON BLVD

BM #01

BM #02

NOT FOR CONSTRUCTION

PRELIMINARY

ISSUED FOR DATE

TO

W

ER

PI

N

KS

TE

R

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UTILITY NOTES

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S H

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T hurley & stewart, llc 2800 s. 11th street kalamazoo, michigan 49009

269.552.4960 fax 269.552.4961 www.hurleystewart.com http://WWW.HURLEYSTEWART.COM http://WWW.HURLEYSTEWART.COM http://WWW.HURLEYSTEWART.COM

NOT FOR CONSTRUCTION

PRELIMINARY

ISSUED FOR DATE

TO

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STANDARD DUTY ASPHALT DETAIL

SIDEWALK DETAIL

INSTALLATION DETAIL

ISOMETRIC VIEW

S58 INLET PROTECTION

FABRIC DROP

TWO-WAY CLEANOUT DETAIL

ROOF LEAD/ DOWNSPOUT DETAIL

SANITARY LEAD DETAIL

TRENCH DETAILS

UNDER PAVED AREA NOT UNDER PAVED AREA

WATER SERVICE DETAIL

TYPICAL GRAVEL SECTION

LEGEND

BM #XX

90° HOOK LENGTH

0°

H O

O K

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TH

S H

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B A

R

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 II

4. DESIGN LOADS:

ROOF DEAD:

ROOFS SEE PEMB

DESIGN LIVE LOADS:

ROOFS 20 PSF

MECH MEZZANINE 60 PSF

CHICKEN ROOM DUST CAP 10 PSF (NO STORAGE)

SNOW:

GROUND SNOW Pg = 35.0 PSF

IMPORTANCE FACTOR I = 1.0

THERMAL FACTOR Ct = 1.0

EXPOSURE FACTOR Ce = 1.0

FLAT ROOF SNOW Pf = 24.5 PSF

SLOPE FACTOR Cs = 1.0

WIND:

ULTIMATE DESIGN WIND SPEED Vult = 107 MPH

NOMINAL DESIGN WIND SPEED Vasd = 83 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

END ZONE WIDTH FOR COMPONENTS AND CLADDING a = 4 FT

SEISMIC:

SEISMIC IMPORTANCE FACTOR Ie = 1.00

MAPPED ACCELERATION PARAMETERS Ss = 0.066 & S1 = 0.043

SITE CLASS D (ASSUMED)

DESIGN ACCELERATION PARAMETERS Sds = 0.070 & Sd1 = 0.068

SEISMIC DESIGN CATEGORY B

SEISMIC FORCE RESISTING SYSTEM SEE PEMB

GENERAL

1. 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.

2. 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.

3. IN THE CASE OF A CONFLICT WITHIN THE CONTRACT DOCUMENTS THE MOST STRINGENT REQUIREMENTS WILL GOVERN.

4. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND CIVIL 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.

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

STRUCTURAL MEMBERS, FIREPROOFING, WATERPROOFING, ETC.

6. 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.

7. REPRODUCTION OF THE STRUCTURAL DRAWINGS FOR SUBMISSION AS SHOP DRAWINGS IS PROHIBITED. SUBMITTALS PRODUCED IN

THIS MANNER WILL BE REJECTED.

8. 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. REFER TO SPECIFICATIONS

FOR ANY ADDITIONAL DELEGATED DESIGNS REQUIRED.

PRE-FABRICATED AWNINGS AND SUNSHADES

PRE-ENGINEERED METAL BUILDING

9. CONTRACTOR TO PROVIDE A SUBMITTAL FOR ENGINEER REVIEW FOR THE FOLLOWING. REFER TO SPECIFICATIONS FOR ANY

ADDITIONAL SUBMITTALS REQUIRED.

CONCRETE MIX

CONCRETE REINFORCEMENT

MASONRY REINFORCEMENT

PRE-ENGINEERED METAL BUILDING

STRUCTURAL GENERAL NOTES

ABBREVIATIONS

ARCH ARCHITECTURAL

BS BOTTOM OF STEEL ELEVATION

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

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

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

RO ROOF OPENING

SIM SIMILAR

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 AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF FOR SANDY SOILS PER MBC 1806.2

PRESUMPTIVE LOAD BEARING VALUES AND TABLE 1806.2. TESTING AGENCY SHALL VERIFY ALLOWABLE BEARING CAPACITY PRIOR TO

PLACING FOUNDATIONS.

4. 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.

5. 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.

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

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

LIFTS.

8. COORDINATE ELECTRICAL SERVICE GROUNDING REQUIREMENTS TO FOUNDATION REINFORCING WITH ELECTRICIAN. REFER TO

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

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

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

INTERIOR SLABS 4,000 NO TEST 0.50

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

CONCRETE

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

REFERENCED IN SPECIFICATIONS.

2. MATERIAL PROPERTIES:

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

4. 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. 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.

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

15. 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.

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

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

18. WELDING OF REINFORCEMENT STEEL IS NOT PERMITTED UNO.

19. 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.

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

CONCRETE.

BAR SIZE

LAP LENGTH (fc = 4,000 PSI)

STANDARD 90°

HOOK LENGTH

STANDARD

180° HOOK

LENGTHTOP BARS OTHER BARS

#3 25" 19" 6" 4"

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

#5 41" 31" 10" 5"

#6 49" 37" 12" 6"

#7 71" 54" 14" 7"

#8 81" 62" 16" 8"

CONCRETE 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 THREE 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.

POST-INSTALLED ANCHORS

1. POST-INSTALLED ADHESIVE ANCHORS:

A. INSTALL PER MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII).

B. DO NOT INSTALL ANCHORS IN WET OR SATURATED CONCRETE.

C. DO NOT INSTALL ANCHORS IN CONCRETE LESS THAN 21 DAYS OLD OR UNTIL CONCRETE HAS REACHED ITS DESIGN STRENGTH, WHICHEVER COMES FIRST.

D. VERIFY ADHESIVE EXPIRATION DATE PRIOR TO INSTALLATION.

E. DO NOT CORE DRILL HOLES FOR ADHESIVE ANCHORS.

F. CLEAN HOLES PER MPII.

G. CURE ADHESIVE PER MPII PRIOR TO LOADING ANCHORS.

H. ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES ACI 308 FOR CRACKED

CONCRETE AND SEISMIC APPLICATIONS.

I. ANCHOR DESIGN IS BASED ON ADHESIVE BOND STRENGTH PER ACI 355.4 TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRY

HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS.

2. POST-INSTALLED MECHANICAL ANCHORS:

A. INSTALL PER MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII).

B. DO NOT CORE DRILL HOLES FOR MECHANICAL ANCHORS.

C. CLEAN HOLES PER MANUFACTURERS REQUIREMENTS.

D. INSTALL IN STRICT COMPLIANCE WITH MANUFACTURERS REQUIREMENTS.

MASONRY

1. MASONRY WORK SHALL CONFORM TO TMS 402/602.

2. MATERIAL PROPERTIES:

3. 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" OC. FOR TWO WYTHE WALLS, PROVIDE HOOK AND PINTEL TIES.

4. SPLICES OF JOINT REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF

REINFORCEMENT WITHIN THE LAP.

5. PROVIDE LINTELS OVER ALL OPENINGS WIDER THAN 8" IN MASONRY WALLS. REFER TO THE ARCHITECTURAL AND MECHANICAL

DRAWINGS FOR LOCATION, NUMBER, AND SIZES OF OPENINGS.

6. PROVIDE LINTELS PER THE FOLLOWING TABLE UNO ON THE DRAWINGS:

7. PROVIDE A MINIMUM OF 8" BEARING AT EACH END OF ALL LINTELS UNO.

8. ALL REINFORCEMENT BARS SHALL BE LAP SPLICED. VERTICAL BARS SHALL BE HELD IN POSITION WITH BAR POSITIONERS.

9. 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.

10. NO OPENINGS, PENETRATIONS, OR VERTICAL PIPE OR CONDUIT RISERS SHALL OCCUR IN MASONRY WALLS WITHIN 16" OF CENTERLINE

11. GROUT MASONRY CELLS AS FOLLOWS:

A ALL CELLS CONTAINING REINFORCEMENT BARS.

B ALL CELLS BELOW GRADE / SLAB-ON-GRADE.

C ALL CELLS BELOW LINTEL AND BEAM BEARING, DOWN TO FOUNDATION.

D ALL CELLS WHERE REQUIRED FOR ANCHORING TO MASONRY, AND WHERE SPECIFICALLY SHOWN IN THE DETAILS.

12. UNITS SHALL BE MANUFACTURED AND INSTALLED SO THE CORES AND WEBS ALIGN WHEN LAID IN RUNNING BOND. ALL

OVERHANGING MORTAR, OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM THE INSIDE OF CELLS PRIOR TO GROUTING.

13. REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING.

14. MAXIMUM HEIGHT OF GROUT POURS SHALL NOT EXCEED 5’-0” . BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT

SHALL BE FORMED BY STOPPING GROUT 1 1/2" BELOW MORTAR JOINT EXCEPT AT THE TOP OF THE WALL.

15. ALL CMU WALLS SHALL BE REINFORCED VERTICALLY AS SPECIFIED ON DRAWINGS WITH THE SPECIFIED BAR FOR THAT WALL AT THE

ENDS OF WALLS, AT CORNERS, AT EACH SIDE OF CONTROL OR EXPANSION JOINTS, AND AT EACH SIDE OF OPENING, ALL IN FULLY

GROUTED CELLS. IF REINFORCEMENT IS NOT SHOWN ON DRAWINGS, REINFORCE w/ #5 BARS AT 4'-0" ON CENTER.

16. PROVIDE DOWELS INTO FLOOR OR FOUNDATION AT BOTTOM OF WALL TO MATCH SIZE AND SPACING OF VERTICAL WALL

REINFORCEMENT.

17. DO NOT CONSTRUCT MASONRY WALLS ON SUPPORTED CONCRETE DECKS UNTIL CONCRETE HAS REACHED 28 DAY STRENGTH AND

ALL SHORING HAS BEEN REMOVED.

18. STABILIZE TOP OF ALL WALLS PER TYPICAL DETAILS.

19. ALL MASONRY WALL INTERSECTIONS SHALL BE CONSTRUCTED AS FOLLOWS UNO ON PLANS OR DETAILS:

A. ALL INTERSECTING 90° CORNERS SHALL BE BONDED AND SHALL BE REINFORCED WITH ONE VERTICAL BAR IN A GROUTED CELL AT THE

WALL INTERSECTION AND PREFABRICATED L-SHAPED HORIZONTAL JOINT REINFORCEMENT AT 16" OC.

B. UNLESS NOTED OTHERWISE, ALL TEE INTERSECTIONS SHALL BE JOINED WITH 1/4"x1/4" GALVANIZED MESH HARDWARE CLOTH @ 16"

OC IN SOLID GROUTED CELLS WITH MESH EXTENDING A MINIMUM OF 3" INTO EACH WALL.

20. PROVIDE TEMPORARY BRACING OF MASONRY WALLS UNTIL ALL FINAL ROOF AND FLOOR FRAMING IS COMPLETE INCLUDING ALL

FINAL CONNECTIONS TO METAL DECK AND CONCRETE FLOOR SLABS AND MASONRY HAS REACHED DESIGN STRENGTH.

21. CMU CONTROL JOINTS: PROVIDE CONTROL JOINTS AS SHOWN ON THE STRUCTURAL DRAWINGS. IF NO CONTROL JOINTS ARE SHOWN

ON THE DRAWINGS, PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 25 FEET OR 1.5 TIMES THE WALL HEIGHT, WHICHEVER IS

LESS. LOCATE JOINTS NOT MORE THAN ONE HALF THE MAXIMUM SPACING IN FROM EACH SIDE OF OUTSIDE CORNERS, AT ABRUPT

CHANGES IN WALL HEIGHT, AND AT CHANGES IN WALL THICKNESS.

MASONRY 28 DAY COMPRESSIVE STRENGTH f'm = 2,000 PSI

CONCRETE MASONRY UNITS 2,000 PSI ASTM C90, NORMAL WEIGHT UNITS

MORTAR (TYPE S) 2,000 PSI ASTM C270

GROUT ASTM C476

GROUT 28 DAY COMPRESSIVE STRENGTH 2,000 PSI

OPENING SIZE STEEL LINTEL PER 4" OF WALL MASONRY LINTEL

0' TO 4'-0" L4x3 1/2x1/4 8" DEEP w/ (2) #4

2'-0" TO 3'-4" L5x3 1/2x1/4 16" DEEP w/ (2) #4

BAR SIZE

LAP LENGTH FOR BARS

CENTERED IN WALL

LAP LENGTH FOR BARS

EACH FACE OF WALL

#3 18" 18"

#4 24" 24"

#5 30" 30"

#6 38" 54"

#7 52" 63"

PRE-ENGINEERED METAL BUILDING

1. PROVIDE BUILDING IN COMPLIANCE WITH CURRENT MICHIGAN BUILDING CODE AND METAL BUILDING MANUFACTURERS

ASSOCIATION DESIGN STANDARDS.

2. FABRICATE PRIMARY BUILT-UP MEMBERS IN ACCORDANCE WITH MBMA METAL BUILDING SYSTEMS MANUAL AND PROVIDE HOT

ROLLED MEMBERS FABRICATED IN ACCORDANCE WITH AISC SPECIFICATION FOR PIPE, TUBE, AND ROLLED STRUCTURAL SHAPES, USING

ASTM A325 HIGH STRENGTH BOLTS.

3. DELEGATED DESIGN SUBMITTAL: SUBMIT ANALYSIS DATA INDICATING PERFORMANCE REQUIREMENTS AND DESIGN DATA SIGNED AND

SEALED BY QUALIFIED PROFESSIONAL ENGINEER LICENSED IN THE STATE THE PROJECT IS TO BE LOCATED.

4. DELEGATED DESIGN: THE BUILDING SHALL BE DESIGNED BY THE MANUFACTURER‘S LICENSED PROFESSIONAL ENGINEER AND SHALL

WITHSTAND THE EFFECTS OF ALL CODE REQUIRED LOADING AS INDICATED PLUS THE FOLLOWING LOADS:

5. PEMB SHALL MEET THE FOLLOWING DEFLECTION CRITERIA UNDER LOADS INDICATED:

A. LATERAL DRIFT: EAVE HEIGHT (INCHES) /60

D. VERTICAL DEFLECTION: AS INDICATED IN MBC TABLE 1604.3

COLLATERAL LOADS: 5 PSF

ROOF TOP EQUIPMENT: REFER TO PLAN & MECHANICAL

COLD-FORMED METAL FRAMING

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN COMPLIANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) DESIGN OF COLD

FORMED STEEL STRUCTURAL MEMBERS AND AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE - SHEET STEEL. THIS

SPECIFICATION APPLIES TO ALL COLD FORMED STRUCTURAL LOAD BEARING MEMBERS.

2. ENGAGE QUALIFIED PROFESSIONAL ENGINEER TO DESIGN COLD-FORMED METAL FRAMING. FRAMING INDICATED REPRESENTS THE

MINIMUM SIZE, GAGE, AND SPACING REQUIRED. IF DELEGATED DESIGN REQUIREMENTS ARE DIFFERENT, PROVIDE THE MORE

STRINGENT REQUIREMENTS.

3. FOR 16 GAGE AND HEAVIER UNITS, USE FY=50 KSI PER ASTM A653 UNO. FOR 18 GAGE AND LIGHTER UNITS, USE FY=33 KSI UNO.

4. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A 525 FOR MINIMUM G60 COATING.

5. AXIALLY LOADED STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB. SPLICES IN STUDS AND JOISTS ARE NOT PERMITTED.

6. FASTEN ALL COMPONENTS WITH EITHER SELF-TAPPING SCREWS OR WELDING OF SUFFICIENT SIZE TO ENSURE STRENGTH OF

CONNECTION AND AS SPECIFICALLY INDICATED ON THE DRAWINGS. ALL WELDS SHALL BE TOUCHED UP WITH ZINC ENRICHED PRIMER.

7. ALL BEARING WALL STUDS SHALL BE ALIGNED AND SECURELY ATTACHED TO THE FLANGE OR WEB OF BOTH UPPER AND LOWER

TRACKS. ALL ABUTTING TRACK JOINTS SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT OR SHALL BE BUTT

WELDED OR SPLICED TOGETHER.

8. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW ALL OPENINGS FOR HEADER SUPPORT AND SHALL BE FIRMLY ATTACHED TO

SUPPORTING MEMBERS.

9. PROVIDE CONTINUOUS U-CHANNEL STUD BRIDGING IN ALL LOAD BEARING WALLS AT A SPACING NOT EXCEEDING 48" ON CENTER.

WALL STUD U-CHANNELS SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION.

10. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS. PROVIDE WEB STIFFENERS AT THE JOIST REACTION POINTS WHERE

INDICATED ON PLANS OR AS REQUIRED BY DELEGATED DESIGN.

11. PROVIDE JOIST BRIDGING AT MID-SPAN UNO ON PLANS. PROVIDE END BLOCKING WHERE JOISTS ARE NOT OTHERWISE RESTRAINED.

12. PROVIDE VERTICAL SLIP CONNECTIONS WHERE NON-LOAD BEARING WALLS SPAN BETWEEN TWO OR MORE LEVELS OF THE BUILDING, OR WHERE SPECIFICALLY NOTED ON THE DRAWINGS, TO ALLOW VERTICAL DEFLECTION OF THE BUILDING FRAME WITHOUT LOADING

THE STUDS.

13. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL COLD-FORMED METAL FRAMING LOCATIONS AND

REQUIREMENTS. COORDINATE LOCATIONS AND DESIGN FOR ALL WALL HUNG EQUIPMENT.

REQUIRED SPECIAL INSPECTIONS OF LOAD-BEARING COLD-FORMED METAL FRAMING

SPECIAL INSPECTION TASK

CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

1. VERIFY STUD, TRACK, AND JOIST SIZES AND GAUGES ARE IN COMPLIANCE WITH THE

SHOP DRAWINGS AND INSTALLATION DRAWINGS

2. VERIFY PROPER SEATING OF STUDS IN TRACK

3. VERIFY HEADER SIZES, GAUGES, AND CONNECTION DETAILS ARE IN COMPLIANCE WITH

THE SHOP DRAWINGS AND INSTALLATION DRAWINGS

4. VERIFY SCREW ATTACHMENTS, BOLTING, ANCHORING AND OTHER FASTENING OF

COMPONENTS ARE IN COMPLIANCE WITH THE SHOP DRAWINGS AND INSTALLATION

DRAWINGS

5. VERIFY WELDING OF ELEMENTS IS IN COMPLIANCE WITH THE SHOP DRAWINGS AND

INSTALLATION DRAWINGS

6. VERIFY STUD AND JOIST BRIDGING DETAILS AND SPACING ARE IN COMPLIANCE WITH THE

SHOP DRAWINGS AND INSTALLATION DRAWINGS

7. WHERE COLD-FORMED STEEL TRUSS SPAN IS 60 FEET OR GREATER, VERIFY THAT THE

TEMPORARY INSTALLATION RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL

TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED IN ACCORDANCE WITH THE

APPROVED TRUSS SUBMITTAL PACKAGE

X

X

X

X

X

X

X

NOTE: LOAD-BEARING COLD-FORMED METAL FRAMING INCLUDES BOTH VERTICAL- AND LATERAL- LOAD-BEARING ELEMENTS. VERTICAL LOAD-

BEARING ELEMENTS ARE THOSE WHICH CARRY VERTICAL LOADS OTHER THAN THEIR SELF-WEIGHT AND THE WEIGHT OF APPLIED SHEATHING

MATERIALS. LATERAL LOAD-BEARING ELEMENTS INCLUDE ELEMENTS OF THE LATERAL FORCE-RESISTING SYSTEM SUCH AS SHEAR WALLS, STRAP-

BRACED WALLS, AND DIAPHRAGMS; AND INCLUDE ALL EXTERIOR WALL AND SOFFIT FRAMING.

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

SPECIAL INSPECTION TASK

CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT.

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

DETAILS OR WITH PERMISSION IN WRITING BY THE ENGINEER):

A. VERIFY WELDABILITY OF REINFORCMENT 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.…