A 03 B3 FINAL DWGS 052021.pdf

DY

H

W V

G V

M

RO

TS

S

EW ER

MROTS

SE

W E

R

W V

MROTS

S

E WER

G V

GV

W V

G V

WV

GV

W V

WV

S

E W E R

SANI

T

A

R Y

TELE.

1000 05 1415.720

CHK CP5

D Y

H

D Y

H

YRATI

NAS

R

EW

ES

W V

DY

H

DY

H

YRATIN AS

REWES

YR ATINAS

REWE

S

S

C

OM

MUN

IC

ATION

M

ANH

OLE

W

ATER

VA

LVE

W

ATER

VA

LVE

W

ATER

VA

LVE

W

ATER

VA

LVE

W

ATER

VA

LVE

ELE

C TRICA

L

M

ANHOLE

C

OM MUN

IC

ATIO

N

M

ANHOLE

C O NTAINM EN T

M AN HO LE

C O NTAINM EN T

M AN HO LE

C O NTAINM EN T

M AN HO LE

C O NTAINM EN T

M AN HO LE

C O NTAINM EN T

M AN HO LE

PH

AN

TO

M

D R

IV

E

2 2 2

2 2 2

H A

IN

E

S R

O A

D

AIRPORT ROAD

CARGO ROAD

H

Y

D

1 419

CP

C P 6 5 4 1

C P 6 5 3 9

C P 6 5 4 0

B.1

B.8

A.1

C.

E.4

H.

J.3 x122

XFMR

Pa d

PAVED

PAVED

ADA

PRK G

ADA

PRK G

ADA

PRK G

ADA

PRK G

2 5 0

2 2 2

2 2 1

2 2 4

2 2 3

2 5 5

2 3 1

2 4 0

2 1 9

2 8 1

2 8 0

2 1 1

2 6 6

2 5 2

2 3 8

2 5 0

A L E R T

C R E W

BL D G 5 0 0

2 2 0

2 2 0

WING

STORAGE

2 7 0

INVA DER STREET

M

US

T A

NG

D R

I VE

SCORP ION DRIVE

V IP E R S TR E E T

PHA

NT

O M D RI VE

P H A N

TO

M

D R

IV

E

PHAN

T OM

DRIV

E

P H A N T O M

D R

IV

E

PHA

NT

O M D RI VE

8"

6"

4"

6"

6"

2"

8"

6"

DY

H

DY

H

STEA M VA ULT

EL

EC

STEA M VA ULT

CONDEN SING UNIT

DY

H

MINNESOTA NATIONAL GUARD

DULUTH INTERNATIONAL AIRPORT

FMKM 152015

ATFP REPAIR ENTRY

CONTROL POINTS

PROJECT TEAM

CLIENT PROJECT MANAGER/ARCHITECT CIVIL ENGINEER

STRUCTURAL ENGINEER MECHANICAL ENGINEERELECTRICAL ENGINEER

LHB, INC.

21 WEST SUPERIOR STREET

SUITE 500

DULUTH, MN 55802

PHONE: (218) 279-2467

CONTACT: DAN SHAW

E-MAIL: DAN.SHAW@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET

SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: CYNTHIA POIRIER

E-MAIL: CYNTHIA.POIRIER@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET

SUITE 500

DULUTH, MN 55802

PHONE: (218) 279-2297

CONTACT: JENNIFER BABCOCK

E-MAIL: JENNIFER.BABCOCK@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET

SUITE 500

DULUTH, MN 55802

PHONE: (218) 249-7154

CONTACT: ALEC ASHTON

E-MAIL: ALEC.ASHTON@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET

SUITE 500

DULUTH, MN 55802

PHONE: (218) 249-7119

CONTACT: MARK.VINCENT

E-MAIL: MARK.VINCENT@LHBCORP.COM

148th FIGHTER WING

MINNESOTA AIR NATIONAL GUARD

OFFICE OF BASE CIVIL ENGINEER

PHONE: (218) 788-7339

FAX: (218) 788-7338

CONTACT: MAJ. JOSEPH SOLBERG

E-MAIL: JOSEPH.SOLBERG@US.AF.MIL

SHEET INDEX

LOCATION MAP

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ATFP REPAIR ENTRY

CONTROL POINTS

FMKM 152015

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

1 05/13/2021 TYPE B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

-A T

F P

R e p a ir E n tr y C o n tr o l P o in ts /1

M n A

N G

R e p a ir E n tr y C o n tr o l A

.r v t

/1

/2

:2

:5

P

M

G001

05/13/2021

CYNTHIA POIRIER

22021

CMK

CIP

190273

TITLE SHEET

# SHEET NAME

A101 MAIN GATE INSPECTION AREA ENTRY CONTROL BLDG FLOOR PLAN

A111 MAIN GATE ENTRY CONTROL REFLECTED CEILING AND ROOF PLANS

A201 MAIN GATE ENTRY CONTROL EXTERIOR ELEVATIONS

A202 MAIN GATE ENTRY CONTROL EXTERIOR ELEVATIONS

A301 MAIN GATE ENTRY CONTROL BUILDING SECTION AND WALL DETAILS

A302 MAIN GATE ENTRY CONTROL WALL SECTIONS AND DETAILS

A611 PARTITION TYPES, SCHEDULES, DETAILS & INTERIOR ELEVATIONS

M001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M151 ENTRY CONTROL MECHANICAL PLAN

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E002 STANDARD INSTALLATION REQUIREMENTS

ESD101 ELECTRICAL DEMO SITE PLAN - B211 PARKING

ES101 ELECTRICAL SITE PLAN - B211 PARKING

ES102 ELECTRICAL SITE PLAN - ALERT ACCESS

ES103 ELECTRICAL SITE PLAN - MAIN GATE

ES104 ELECTRICAL SITE PLANS - GATE 4 & TOW WAY ACCESS

EP101 POWER AND TECHNOLOGY PLAN

EL121 LIGHTING PLAN

E501 ELECTRICAL DETAILS & DIAGRAMS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

E701 LIGHTING CALCULATIONS - B211 PARKING

E702 LIGHTING CALCULATIONS - MAIN GATE

# SHEET NAME

G001 TITLE SHEET

G002 PROJECT TITLE SHEET, CODE PLAN & SUMMARY

C001 PROJECT LOCATION MAP

C002 SURFACE WATERS & PROJECT LOCATION MAP

C003 SWPPP NARRATIVE

C004 SWPPP NARRATIVE

C100 B211 PARKING REMOVALS & EROSION CONTROL PLAN

C110 B211 PARKING SURFACING & LAYOUT PLAN

C111 B211 ENTRY SURFACING & LAYOUT PLAN

C120 B211 PARKING GRADING & UTILITY PLAN

C130 SCORPION DRIVE SITE PLAN

C140 ALERT ACCESS SITE PLAN

C200 MAIN GATE SITE PLAN

C210 MAIN GATE SITE PLAN

C300 GATE 4 SITE PLAN

C400 TOWWAY ACCESS SITE PLAN

C500 CONSTRUCTION DETAILS

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

C504 CONSTRUCTION DETAILS

C505 CONSTRUCTION DETAILS

C506 CONSTRUCTION DETAILS

S000 STRUCTURAL NOTES

S001 STRUCTURAL NOTES, SCHEDULES, & TYPICAL DETAILS

S101 FOUNDATION PLAN

S111 FRAMING PLAN

S301 SECTIONS & ELEVATIONS

S302 SECTIONS

S501 FOUNDATION DETAILS

TOWWAY ACCESS

GATE 4

MAIN ENTRY GATE

B211

M U

S T

A N

G D

R

IV

E

AIRPORT RD

NO DATE REVISION

REFERENCE INDICATORS

ROOM NAME

PLYWOOD

WOOD BLOCKING

MATERIALS

ABBREVIATIONS

PROJECT GENERAL NOTES

ELEVATION INDICATOR

WALL/ PARTITION TYPE.

SEE PARTITION TYPES

FOR ADDITIONAL INFO

DOOR TAG

WINDOW/ LOUVER TAG

INTERIOR ELEVATION REFERENCE

EXTERIOR ELEVATION REFERENCE

BUILDING SECTION REFERENCE

SECTION REFERENCE

REFERENCE TAG

REVISION NUMBER

KEYNOTES

ROOM NAME/ NUMBER101A

DETAIL NUMBER

SHEET NUMBER

A5.11

L0

101A.1

A

POINT REFERENCED

ELEVATION

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL

STONE

EXISTING

A

AB

AC

ACBD

ACT

ADDM

ADJ

ADJ

ADJ

AFF

AHU

ALT

ALUM

AP

APPROX

ARCH

AWT

Absolute Acoustic Acoustic Board Acoustical Ceiling Tile Addendum Adjacent Adjoining Adjustable Above Finished Floor Air Handling Unit Alternate Aluminum Access Panel Approximate Architect Acoustical Wall Treatment

BB

BD

BITUM

BLDG

BLK

BLKG

BM

BMU

BOT

BRG

BUR

Bulletin Board Board Bituminous Building Block Blocking Bench Mark, Beam Burnished Masonry Unit Bottom Bearing Built-Up Roofing

CAB

CB

CI

CJ

CT

CEM

CEMPLAS

CHBD

CG

CL

CLG

CLR

CMU

CO/COR

COL

COMP

CONC

CONF

CONT

CONTR

CPT

CSG

CUH

Cabinet Catch Basin Cast Iron Control Joint Ceramic Tile Cement Cement Plaster Chalk Board Corner Guard Center Line Ceiling Clear Concrete Masonry Unit Contracting Officer (Rep) Column Composition Concrete Conference Continuous Contractor Carpet Casing Cabinet Unit Heater

D

DBL

DEMO

DET

DF

DIA

DIM

DISP

DN

DR

DR

DS

DT

DW

DWG

Depth Double Demolition Detail Drinking Fountain Diameter Dimension Dispenser Down Door Drain Down Spout Drain Tile Dishwasher Drawing

E

EA

EF

EFIS

EJ

EL

ELEC

ELEV

ENCL

EQ

EW

EWC

EXP

EXPMATL

EXT

EXIST

East Each Each Face Exterior Finish Insulation

Expansion Joint Elevation Electrical Elevator Enclosure Equal Each Way Elec.. Water Cooler Expansion, Exposed Expansion Material Exterior Existing

FD

FDTN

FE

FEC

FIN

FLR

FP

FR

FT

FTG

FWC

Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Fireproofing Frame Foot Footing Fabric Wall Covering

GA

GALV

GB

GEN

GI

GL

GLU LAM

GYP

Gage Galvanized Grab Bar General

Galvanized Iron Glass Glued Laminated Wood Gypsum

HC

HD

HDBD

HDW

HDWD

HNDRL

HM

HORIZ

HT

Hollow Core Hand Dryer Hardboard Hardware Hardwood Handrail Hollow Metal Horizontal Height

ID

INSUL

INT

JAN

JST

JT

Inside Diameter Insulation Interior Janitor Joist Joint

LAV

LF

LINO

LKR

LOC

MATL

MAX

MECH

MET/MTL

MEZZ

MFR

MH

MK BD

MIN

MIRR

MISC

MO

MR

MTG

Lavatory Linear Feet (Foot) Linoleum Locker Location, Locate

Material Maximum Mechanical Metal Mezzanine Manufacturer Manhole Marker Board Minimum, Minute Mirror Miscellaneous Masonry Opening Moisture Resistant Mounting

N

NA

NIC

NTS

NO

North Not Applicable Not In Contract Not To Scale Number

OC

OD

OFF

OPNG

OPP

OH

ORIG

On Center Outside Diameter Office Opening Opposite Overhead Original

PC

PBD

PERF

PL

PLAS

PLAM

PLYWD

PREFIN

PTD

PTH

PT

QT

R

RAD

RB

RD

REC

REF

REINF

REQD

RESIL

RM

RO

RS

RTF

S

SAT

SC

SCHED

SECT

SD

SGD

SGT

SHTHG

SIM

SND

SPEC

SQ FT

SS

STL

STOR

STRUCT

SUSP

SV

Portland Cement Particle Board Perforated Plate Plaster Plastic Laminate Plywood Prefinished Paper Towel Dispenser Paper Towel Holder Paint

Quarry Tile

Riser, Radius, Range Radiator Resilient Base Roof Drain Recessed Refrigerator Reinforced Required Resilient Room Rough Opening Rough Sawn Rubber Tile Flooring

South Suspended Acoustical Tile Solid Core Schedule Section Soap Dispenser Sliding Glass Door Structural Glazed Tile Sheathing Similar Sanitary Napkin Dispenser Specification Square Foot Stainless Steel Steel Storage Structural Suspended Sheet Vinyl

T

TB

TD

TEL

TEMP

TER

TKBD

T&G

TPD

TYP

UNEX

UNFIN

UNO

UR

VB

VCT

VERT

VIF

VWC

W W/ W/O

WC

WD

WDW

WGL

WH

WWM

WI

Tread, Toilet Towel Bar Towel Dispenser Telephone Tempered Terrazzo Tack Board Tongue and Groove Toilet Paper Dispenser Typical

Unexcavated Unfinished Unless Noted Otherwise Urinal

Vinyl Base Vinyl Composition Tile Vertical Verify In Field Vinyl Wall Covering

West With Without Water Closet Wood Window Wire Glass Water Heater Welded Wire Mesh Wrought Iron

At Angle Channel Center Line Flow Line Plate Feet Inches Number Smoke Square Round, Diameter

CL

FL

PL

Ø

SYMBOL CHARACTERS

W, X, Y, Z

V

U

T

S

R

Q

PH

I, J, K

L

M

N

O

D

E

F

G

C

B

CAST-IN-PLACE CONCRETE

System

A. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH LAWS, ORDINANCES,

RULES, CODES AND REGULATIONS OF GOVERNMENT AUTHORITIES HAVING

JURISDICTION.

B. THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS, AND ALL OF THEIR

SUBORDINATES (REGARDLESS OF THE TRADE INVOLVED) SHALL FAMILIARIZE

THEMSELVES WITH ALL INFORMATION LOCATED WITHIN THE COMPLETE

CONSTRUCTION DOCUMENT SET (ALL DRAWINGS AND SPECIFICATIONS) PRIOR TO

CONSTRUCTION.

C. CONTRACTOR(S) SHALL MAINTAIN CURRENT RECORD DRAWINGS ON SITE AT ALL TIMES.

D. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND ASSOCIATED

SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN IN THE

CONTRACT DOCUMENTS. THIS INCLUDES REVIEW AND VERIFICATION THAT

DIMENSIONS, LOCATIONS, AND REQUIREMENTS SHOWN ON THESE PLANS ARE

ACCEPTABLE FOR INSTALLATION AND PROPER USE OF THEIR RESPECTIVE SYSTEMS,

MATERIALS AND EQUIPMENT. ANY DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS

SHALL BE REPORTED IN WRITING TO THE ARCHITECT.

E. PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE

WORK PERFORMED BY OTHERS TO WHICH THEIR WORK ADJOINS OR IS APPLIED, AND

REPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORY

ACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY OPERATION SHALL

INDICATE ACCEPTANCE OF CONDITIONS.

F. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS GOVERN, LARGE SCALE DETAILS

GOVERN OVER SMALL SCALE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY

ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR.

G. MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY

ONE DRAWING. CONTRACTORS SHALL BE RESPONSIBLE FOR ENTIRE SET OF

DOCUMENTS. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON

DRAWINGS.

H. REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE

CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFIC

DIMENSION, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED. CONSULT THE

ARCHITECT PRIOR TO PROCEEDING WITH WORK.

I. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK. WHEN

INFORMATION IS INADEQUATE, REQUEST FURTHER INSTRUCTIONS BEFORE

PROCEEDING.

J. CONTRACTOR SHALL PERFORM HIGH QUALITY WORK. MATERIALS INSTALLED TO

UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF OPEN

SEAMS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB

AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. WORK OF

EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL STANDARDS PUBLISHED BY THE

TRADE.

K. COORDINATE WITH ALL SUBCONTRACTORS, ANY REQUIRED OPENINGS, INCLUDING

THOSE NOT INDICATED IN THE CONSTRUCTION DOCUMENT.

L. CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE

AREAS, AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR

CONSTRUCTION TO ACCUMULATE.

M. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED MATERIALS.

N. PRIOR TO FINAL INSPECTION OF AND ACCEPTANCE OF THIS PROJECT, THE

CONTRACTOR SHALL HAVE PROJECT AREA FREE FROM ALL CONSTRUCTION DEBRIS,

SCRAPS, MATERIAL, AND EQUIPMENT.

O. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION

DEBRIS. ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE,

TIGHT, AND FIT FOR IMMEDIATE OCCUPANCY.

P. THE CONTRACTOR SHALL ACCEPT THE PROJECT SITE AS IT EXISTS. ALL EXISTING

DIMENSIONS AND EXISTING CONDITIONS WHETHER OR NOT SPECIFICALLY NOTED ON

THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE

COMMENCEMENT OF ANY WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

Q. GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN & PROTECT EXISTING

EQUIPMENT, SYSTEMS & FINISHES WHICH ARE TO REMAIN. ANY DAMAGES TO SUCH

EQUIPMENT, SYSTEMS & FINISHES SHALL BE IMMEDIATELY REPAIRED IN A MANNER

ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. IF SATISFACTORY REPAIRS CANNOT

BE MADE, CONTRACTOR SHALL REPLACE EQUIPMENT, SYSTEMS & FINISHES WITH LIKE

NEW QUALITY ACCEPTABLE TO THE OWNER. ALL REPAIRS & REPLACEMENT COSTS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

R. REPLACE DAMAGED SOD/SOIL DUE TO CONSTRUCTION RELATED ACTIVITIES WITH

BLACK DIRT AND NEW SOD TO ACHIEVE A UNIFORM SURFACE AND APPEARANCE.

CODE ANALYSIS

1. GENERAL INFORMATION

A. PROJECT NAME: REPAIR ENTRY CONTROL

B. PROJECT LOCATION: DULUTH, MN

2. APPLICABLE CODES

A. UFC 1-200-01, DOD BUILDING CODE, 8 OCTOBER 2019

B. 2018 INTERNATIONAL BUILDING CODE

C. 2018 NFPA 101, LIFE SAFETY CODE

D. 2017 NFPA 70, NATIONAL ELECTRICAL CODE, NEC REFERENCED

FROM UFC 3-501-01.

E. 2018 IMC, INTERNATIONAL MECHANICAL, REFERENCED FROM UFC

3-410-01.

F. 2018 IPC, INTERNATIONAL PLUMBING CODE, REFERENCED FROM

UFC 3-420-01

G. 2018 IECC, INTERNATIONAL ENERGY CONSERVATION CODE,

REFERENCED FROM UFC 1-200-02, WHICH CITES ASHRAE 90.1 AND

189.1

H. ADA/ABA ACCESSIBILITY GUIDELINES, 2015

I. 2012 IFC, INTERNATIONAL FIRE CODE, ARE REFERENCES TO UFC

3-600-01 WHICH CITES NFPA 1-FIRE CODE

J. NFPA 54, NATIONAL FUEL GAS CODE

4. USE AND OCCUPANCY CLASSIFICATIONS (IBC CHAPTER 3)

A. BUSINESS GROUP; B - OCCUPANCY

5. TYPES OF CONSTRUCTION (IBC CHAPTER 6)

A. TYPE V-B

BUILDING ELEMENT FIRE RESISTANCE

- PRIMARY STRUCTURAL FRAME 0 HR

- EXTERIOR BEARING WALLS 0 HR

- INTERIOR BEARING WALLS 0 HR

- EXTERIOR NON-BEARING WALLS 0 HR

- INTERIOR NON-BEARING WALLS 0 HR

- FLOOR CONST & SECONDARY MEMBERS 0 HR

- ROOF CONST & SECONDARY MEMBERS 0 HR

6. MAX FLOOR AREA PER OCCUPANT (TABLE 7.3.1.2) & TABLE 10-1 PER UFC 3-600-01

ALLOWABLE OCCUPIABLE AREA = 9,000 SF

ACTUAL OCCUPIABLE AREA = 200 SF

BUSINESS AREAS 150 GROSS = 200 / 150 = 2

TOTAL OCCUPANTS GROSS = 2

MINIMUM NUMBER OF EXITS: (NFPA 7/4/1/1 (1) 1 EXIT IS ACCEPTABLE PER 38.2.4.3.

IN A BUSINESS OCCUPANCY, LESS THAN 100 OCCUPANTS WITH EXIT DISCHARGE

DIRECTLY TO OUTSIDE, TRAVEL DISTANCE LESS THAN 100’ ON SAME STORY

ACTUAL NUMBER OF EXITS PROVIDED: 1

PLUMBING FIXTURES: WATER CLOSET AND LAVATORY ARE LOCATED IN NEARBY

BUILDING.

GFGI Gov't Furnished/Gov't Installed

68.57 SF

WAITING

B 150

81.16 SF

SECURITY

B 150

INSPECTION

AREA, OPEN TO

EXTERIOR

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ATFP REPAIR ENTRY

CONTROL POINTS

FMKM 152015

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

1 05/13/2021 TYPE B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

-A T

F P

R e p a ir E n tr y C o n tr o l P o in ts /1

M n A

N G

R e p a ir E n tr y C o n tr o l A

.r v t

/1

/2

:2

:5

P

M

G002

04/13/2021

CYNTHIA POIRIER

22021

CMK

CIP

190273

PROJECT TITLE SHEET,

CODE PLAN & SUMMARY

1/8" = 1'-0"1

CODE PLAN

ATFP REPAIR ENTRY

CONTROL POINTS

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C001-C004 (map&swppp).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C001

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

PROJECT LOCATION MAP

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C001-C004 (map&swppp).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C002

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

SURFACE WATERS &

PROJECT LOCATION MAP

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C001-C004 (map&swppp).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C003

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

SWPPP NARRATIVE

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C001-C004 (map&swppp).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C004

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

SWPPP NARRATIVE

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C100

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

B211 PARKING

REMOVALS & EROSION

CONTROL PLAN

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C110

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

B211 PARKING

SURFACING &

LAYOUT PLAN

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C111

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

B211 ENTRY SURFACING

& LAYOUT PLAN

SIGN SCHEDULE

PLAN NO. MUTCD CODE TEXT SIZE

N/A GENERAL OFFICER 12"x18" WING COMMANDER 12"x18"

3 OG/CC 12"x18" 4 179FS/CC 12"x18" 5 OSS/CC 12"x18" 6 GENERAL OR COLONEL 12"x18" 7 PILOT OF THE YEAR 12"x18" 8 N/A SFS/BDOC 12"x18"

N/A N/A N/A N/A N/A N/A

9 R7-8M HANDICAPPED PARKING VEHICLE ID REQUIRED12"x18" 10 N/A OG AMN OF THE YEAR 12"x18" 11 N/A OG NCO OF THE YEAR 12"x18" 12 N/A OG SNCO OF THE YEAR 12"x18" 13 N/A OG/CCC 12"x18" 14 N/A OG CGO OF THE YEAR 12"x18" 15 N/A GOV RESERVED 12"x18"

4611 Phantom Drive

ALUMINUM REMOVABLE

SIGN PANEL, DARK BRONZE

ALUMINUM SIGN POST,

3"x3", DARK BRONZE

2'

- 8

2'

- 4

BUILDING NAME, WHITE TEXT

BUILDING NUMBER, WHITE TEXT

GRAPHIC LINE, WHITE

ADDRESS, WHITE TEXT

2"

2 1 /4"

3" 2 1

/4" 8 1

/2" 3 1

/2" 1 3

/4" 3 1

/2" 3"

3" 3' - 6" 3"

Squadron Operations

CIPoiri Callout

CIPoiri Line

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C120

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

B211 PARKING

GRADING &

UTILITY PLAN

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C130

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

SCORPION DRIVE

SITE PLAN

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C140

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

ALERT ACCESS

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C200 (Main Gate).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C200

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

MAIN GATE

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C200 (Main Gate).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C210

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

MAIN GATE

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C300 (Gate 4).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C300

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

GATE 4

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C400 (Towway Access).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C400

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

TOWWAY ACCESS

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C500

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

CONSTRUCTION DETAILS

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C501

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

CONSTRUCTION DETAILS

FINISH GRADE

" M

IN

. T

O

" M

AX

NOTES:

1. MOUNT SIGNS 6" IN FROM EDGE OF WALKWAY.

2. ALL SIGNS SHALL CONFORM TO MN MUTCD AND MNDOT SPECIFICATION

SECTION 3352.

3. ALL ACCESSIBLE SIGNS SHALL CONFORM TO THE MINNESOTA

ACCESSIBILITY CODE.

4. ALL MnANG SPECIFIC SIGNS SHALL BE WHITE TEXT ON BROWN

BACKGROUND, WITH A WHITE BORDER AROUND THE PERIMETER.

CONCRETE SURFACE

GALV. ANCHORS

6"

FINISH GRADE

5'

MI

N

BU

RI

AL

DIRECT BURIAL

FLANGE MOUNT

HANDICAPPED

PARKING

SHEET ALUMINUM. 0.08" OR 0.10" OVER

20" WIDTH.

SEE SIGN POST AND MOUNTING

DETAIL FOR POST TYPE AND

MOUNTING

2-1/4" x 2-1/4" GALV.

TUBULAR STEEL BASE.

2" x 2" GALV. TUBULAR STEEL POST.

GALV. FLANGE W/ THRU BOLTS

2" x 2" GALV. TUBULAR

STEEL POST.

GALV. THRU BOLTS

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C502

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C503

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

1 5/13/2021 TYPE B3 FINAL SUBMITTAL

INSIDE FENCE ELEVATION

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C504

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C505

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\190273\600 Drawings\C\C500 (Details).dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

C506

190273

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

NATIONAL GUARD

FMKM 150215

GENERAL DESIGN AND CONSTRUCTION NOTES

A. BUILDING CODE

1. 2015 MINNESOTA STATE BUILDING CODE (MSBC).

2. 2012 INTERNATIONAL BUILDING CODE (IBC).

3. ANG ETL 15-01, 1 MAY 2015.

4. UFC 3-301-01, 1 OCTOBER 2019, STRUCTURAL ENGINEERING.

5. UFC 4-010-01, 12 DECEMBER 2018, DoD MINIMUM ANTITERRORISM STANDARD

FOR BUILDINGS.

B. DESIGN LOADS

1. FLOOR LIVE LOAD: UNIFORM (PSF) CONCENTRATED (LB)

OFFICES: . . . . . . . . . . . . . . . . . . . 50* 2000

MECHANICAL: . . . . . . . . . . . . . . . 100 ACTUAL

STAIRS, PUBLIC CORRIDORS,

LOBBIES: . . . . . . . . . . . . . . . . . . . 100 1000

* ADD 15 PSF PARTITION LOADING FOR OFFICES.

LIVE LOAD REDUCTION WAS NOT UTILIZED IN THE DESIGN.

2. ROOF LIVE LOAD: 20 PSF

3. ROOF SNOW LOAD: 60 PSF GROUND SNOW PLUS SNOW ACCUMULATION

PER IBC AND ASCE 7-10.

a. FLAT ROOF SNOW LOAD, Pf = 42.0 PSF

b. SNOW EXPOSURE FACTOR, Ce = 1.0

c. SNOW IMPORTANCE FACTOR, Is = 1.0

d. THERMAL FACTOR, Ct = 1.0

4. WIND LOAD: ULTIMATE DESIGN WIND SPEED, Vult = 115 MPH (3 SEC GUST) NOMINAL DESIGN WIND SPEED, Vasd = 89.1 MPH

RISK CATAGORY = II

WIND EXPOSURE = C

INTERNAL PRESSURE COEFFICIENT = +/- 0.18

COMPONENTS AND CLADDING WIND PRESSURES

TRIBUTARY AREA 0-10 FT² 11-50 FT² >50 FT²

ROOF NEGATIVE:

ZONE 1: 39.7 PSF 35.9 PSF 34.3 PSF

ZONE 2: 47.7 PSF 40.2 PSF 37.0 PSF

ZONE 3: 82.5 PSF 65.7 PSF 58.4 PSF

ROOF POSITIVE:

ZONE(S) 1, 2, &3: 16.0 PSF 16.0 PSF 16.0 PSF

TRIBUTARY AREA 0-10 FT² 11-100 FT² >100 FT²

WALLS NEGATIVE:

ZONE 4: 34.3 PSF 29.6 PSF 26.3 PSF

ZONE 5: 42.3 PSF 32.9 PSF 26.3 PSF

WALLS POSITIVE:

ZONE(S) 4 & 5: 31.6 PSF 26.9 PSF 23.6 PSF

a. REFER TO WIND PRESSURE DIAGRAM FOR ZONES.

b. DIMENSION "a" = 3.0 FT.

WALLS

a a a a

WIND PRESSURE DIAGRAMS

MONOSLOPE ROOFS

10° < 0 ≤ 30°

2a

4a a a

4a a

5. EARTHQUAKE DESIGN DATA:

a. SEISMIC IMPORTANCE FACTOR , I: 1.0

b. OCCUPANCY CATEGORY: II

c. MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 0.041 & S1 = 0.017

d. SITE CLASS: D (ASSUMED)

e. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.044 & SD1 = 0.027

f. SEISMIC DESIGN CATEGORY = A

g. BASIC SEISMIC-FORCE-RESISTING SYSTEM(S): LIGHT FRAME WALLS WITH

SHEAR PANELS

h. DESIGN BASE SHEAR: V = 0.022W

i. SEISMIC RESPONSE COEFFICIENT(S), CS = 0.022

j. RESPONSE MODIFICATION FACTOR(S), R = 2

k. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS

6. LOADS PROVIDED ON DRAWINGS ARE UNFACTORED ALLOWABLE STRESS

DESIGN LOADS. 1.33 ALLOWABLE STRESS INCREASE FOR SHORT-TERM

LOADING IS NOT ALLOWED.

3. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.

4. PROVIDE LAP SPLICES AT ALL CORNERS AND INTERSECTIONS, SAME

SIZE AND SPACING AS HORIZONTAL REINFORCING.

5. ALL HORIZONTAL WALL REINFORCING SHALL RUN CONTINUOUS

THROUGH PIERS.

6. PROVIDE SUPPORTS AND SPACERS FOR ALL REINFORCING, INCLUDING WWF.

7. SEE ARCHITECTURAL PLANS FOR DEPRESSED AND SLOPED AREAS IN

FLOORS NOT SHOWN ON STRUCTURAL DRAWINGS.

8. ALL CONCRETE SHOWN SHALL BE REINFORCED. PLANS, SECTIONS AND

DETAILS SHOWN WITHOUT REINFORCEMENT ARE INTENDED TO SHOW

DIMENSIONS AND DETAILS OF CONSTRUCTION ONLY. REINFORCEMENT OF

THESE SECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE

DETAILS SHOWING REINFORCEMENT.

9. SEE "MINIMUM LAP SPLICES OF REINFORCING BARS IN TENSION" CHART

FOR LAP SPLICE LENGTHS.

10. COORDINATE GROUNDING REQUIREMENTS BETWEEN FOUNDATION

CONSTRUCTION AND ELECTRICAL WORK.

11. PROVIDE EXTRA REINFORCING ON EACH FACE AROUND ALL OPENINGS 24" OR

LARGER IN ALL SLABS & WALLS EQUAL TO (2) #5 BARS ON ALL FOUR SIDES

AND EXTEND 2 FEET BEYOND OPENINGS.

12. PROVIDE ISOLATION JOINTS AROUND COLUMNS, PIERS AND WALLS AT SLAB ON

GRADE. SEE DETAIL 1/S501.

13. SEE 6/S501 FOR TYPICAL SLEEVED OPENINGS IN CONCRETE FOUNDATION WALLS.

14. CONSOLIDATE ALL CONCRETE, INCLUDING SLABS, BY VIBRATING.

15. MIX DESIGNS SHALL INCORPORATE ADMIXTURES AS APPROPRIATE FOR

ENVIRONMENTAL CONDITIONS.

16. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN

ACCORDANCE WITH ACI SP-66 (04), ACI DETAILING MANUAL - 2004, AND

CRSI MANUAL OF STANDARD PRACTICE.

17. COMPLETE SAWING OF ALL CONTROL JOINTS WITHIN 12 HOURS OF PLACEMENT.

CONSTRUCTION AND CONTROL JOINTS SHALL BE AS INDICATED ON THE

DRAWINGS.

CAST-IN-PLACE CONCRETE

2. REINFORCING PROPERTIES:

ALL BARS UNLESS NOTED OTHERWISE:

TIES & STIRRUPS:

WELDED WIRE FABRIC (SMOOTH, SHEETS):

EPOXY COATING:

3. CHAIRS AND BOLSTERS SHALL BE PLASTIC OR EPOXY COATED.

4. IF CONCRETE SUPPORT BLOCKS ARE USED, THEIR STRENGTH SHALL BE

EQUAL OR GREATER THAN THAT OF THE CONCRETE BEING PLACED.

5. THE FOLLOWING MATERIALS SHALL NOT EXCEED THE FOLLOWING

PERCENT OF TOTAL CEMENTITIOUS MATERIAL BY WEIGHT:

FLY ASH: . . . . . . . . . . . . . . . . . . . . .15% SLABS, 25% ELSEWHERE

GROUND GRANULATED

BLAST FURNACE SLAG: . . . . . . . . 15% IN SLABS, 50% ELSEWHERE

FLY ASH AND SLAG COMBINED: 15% IN SLABS, 50% ELSEWHERE

SOLUBLE CHLORIDE: . . . . . . . . . . 0.1%

6. CONCRETE COMPONENTS SHALL MEET THE FOLLOWING ASTM:

PORTLAND CEMENT: . . . . . . . . . . . . . . . . . . . . C150, TYPE I OR III

FINE AND COARSE AGGREGATES: . . . . . . . . . . . . . . . . . . . . . C33

FLYASH: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .C618, CLASS C OR F

GROUND GRANULATED BLAST

FURNACE SLAG . . . . . . . . .ASTM C989, GRADE 100 OR 120

AIR ENTRAINING ADMIXTURES: . . . . . . . . . . . . . . . . . . . . . . . C260

OTHER CHEMICAL ADMIXTURES: . . . . . . . . . . . . C494, TYPE A-G

WATER, CLEAN & NOT DETRIMENTAL TO CONCRETE: . . . C1062

f'c (PSI)

28 DAYS

4,000 4,500 4,000

MAX.

SLUMP

INCHES

MAX

AGGR.

1-1/2" 3/4" 3/4"

ENTR.

AIR (%)

0*

MAX.

W/C

0.50

FY (PSI)

60,000 60,000 65,000

N/A

ASTM

A615 A615 A1064 A775

A. MATERIAL PROPERTIES

1. CONCRETE PROPERTIES:

FOOTINGS:

PIERS, WALLS, GRADE BEAMS: .

INT. SLAB ON GRADE (NW):

* USE 6%±1.5% ENTRAINED AIR IF EXTERIOR CONCRETE.

EXPOSURE

CLASS

F0 F2 F0

B. CONCRETE NOTES

1. PERFORM WORK IN ACCORDANCE WITH ACI 301-20 AND ACI 318-19.

2. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR

REINFORCEMENT:

CONCRETE CAST AGAINST &

PERMANENTLY EXPOSED TO EARTH:

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THRU #11 BARS:

#5 & SMALLER BARS:

CONCRETE NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND:

SLABS AND WALLS:

BEAMS AND COLUMNS:

MINIMUM

COVER (IN.)

1 1/2

3/4 1 1/2

B. MASONRY NOTES

1. DESIGN AND CONSTRUCTION SHALL COMPLY WITH TMS 402/602-16.

2. ALL REINFORCEMENT SPLICES SHALL BE 48 BAR DIAMETERS UNLESS NOTED

OTHERWISE.

3. ALL MASONRY WALLS SHALL HAVE A MINIMUM OF (1) #5 AT 48" ON CENTER (MAX.)

SPACING UNLESS NOTED OTHERWISE. PROVIDE (2) #5 BARS FULL HEIGHT AT EACH

SIDE OF MASONRY OPENINGS WIDER THAN 4'-0" AND AT CORNERS UNLESS NOTED

OTHERWISE.

4. BOND BEAMS SHALL BE CONTINUOUS AND REINFORCED WITH (2) #5 BARS OR AS

NOTED. DISCONTINUE BARS AT CONTROL JOINTS UNLESS NOTED OTHERWISE.

5. MASONRY WALLS WITH EARTH ON BOTH SIDES SHALL HAVE ALL CELLS FILLED SOLID

WITH GROUT.

6. CONSOLIDATE GROUT POURS 12" OR LESS IN HEIGHT BY MECHANICAL VIBRATION.

CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION AND

RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND

SETTLEMENT HAS OCCURED.

7. WHEN GROUT IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION

JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW THE TOP OF

THE UPPERMOST UNIT. IF THE UPPERMOST UNIT IS A BOND BEAM, STOP POUR 1/2"

BELOW THE TOP OF MASONRY.

8. FIELD WELD BOND BEAM REINFORCING TO STEEL COLUMNS, BEAMS AND LINTELS

WHERE BOND BEAM REINFORCING IS INTERRUPTED.

9. ALL CMU WALLS SHALL BE BUILT INTEGRALLY AND PROVIDED WITH A CONTINUOUS

BOND BEAM AT THE TOP OF THE WALL AND AT LOCATIONS AS INDICATED.

10. MASONRY WALLS SHALL HAVE CONTROL JOINTS AT A MAXIMUM SPACING OF 25 FEET

UNLESS NOTED OTHERWISE. IF CONTROL JOINTS ARE NOT SPECIFICALLY SHOWN ON

THE DRAWINGS, CONTRACTOR SHALL FOLLOW LOCALLY ACCEPTED PRACTICES.

CONTROL JOINTS SHALL BE PLACED AT ABRUPT CHANGES IN WALL HEIGHT OR

THICKNESS, ABOVE JOINTS IN FOUNDATION OR SUPPORTING FLOOR SLABS, WITHIN 12

FEET OF ALL CORNERS AND AT ONE OR BOTH SIDES OF DOOR AND WINDOW OPENING,

DEPENDING ON THE WIDTH AND LOCATION OF THE OPENING.

11. UNLESS OTHERWISE SPECIFIED, BRICK TIES SHALL BE HOT-DIP GALVANIZED, 2 PIECE

ANCHORS THAT PERMIT DIFFERENTIAL MOVEMENT BETWEEN VENEER AND

STRUCTURAL BACKUP. SPACE ONE TIE FOR EACH 2.00 SQUARE FEET OF WALL AREA.

TIE SPACING RECOMMENDATION IS 16" ON CENTER VERTICALLY AND 18" ON CENTER

HORIZONTALLY.

12. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT APPROVAL OF THE ENGINEER.

13. SECURE VERTICAL REINFORCING IN REQUIRED ALIGNMENT BEFORE GROUTING.

14. PROVIDE 9-GAUGE (.148 INCH), HOT-DIP GALVANIZED TRUSS-TYPE HORIZONTAL JOINT

REINFORCEMENT MEETING THE REQUIREMENTS OF ASTM A82 / A82M AND ASTM A153 /

A153M (DUR-O-WALL OR EQUAL) EVERY COURSE IN STACK BOND WALLS AND EVERY

OTHER COURSE IN RUNNING BOND WALLS. WALLS SHALL BE RUNNING BOND UNLESS

NOTED OTHERWISE.

15. ALL WALLS SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE.

16. SUBMIT SHOP DRAWINGS CLEARLY SHOWING REINFORCEMENT LAYOUT,SIZE, SPACING

AND DETAILS TO ARCHITECT/ENGINEER FOR REVIEW.

MASONRY

1. MATERIAL PROPERTIES:

STRENGTH (PSI) ASTM

HOLLOW MASONRY UNITS (INDIVIDUAL): . . . . . . . 1,900 C90-N

HOLLOW MASONRY UNITS (AVERAGE NET) f'm: . 1,500

BRICK MASONRY (ASS'Y): . . . . . . . . . . . . . . . . . . . . 1,400 C216-SW

MORTAR TYPE S (ABOVE GRADE): . . . . . . . . . . . . 1,800 C270

MORTAR TYPE M (BELOW GRADE): . . . . . . . . . . . . 2,500 C270

GROUT (COREFILL): . . . . . . . . . . . . . . . . . . . . . . . . . 3,000 C476

REINFORCING BARS: . . . . . . . . . . . . . . . . . . . . . . . . 60,000 A615

COLD DRAWN STEEL WIRE: . . . . . . . . . . . . . . . . . . 70,000 A1064, GALV.

STRUCTURAL STEEL

A. MATERIAL PROPERTIES

1. STEEL PROPERTIES: Fy (PSI) Fu (PSI) ASTM

W SHAPES: . . . . . . . . . . . . . . . . . . . . . . . 50,000 65,000 A992, A572

OTHER SHAPES, PLATES: . . . . . . . . . . . 36,000 58,000 A36

HOLLOW STRUCTURAL SECTIONS: . . . 46,000 58,000 A500, GR C

STEEL PIPES: . . . . . . . . . . . . . . . . . . . . . . 35,000 60,000 A53, GR B

HIGH STRENGTH BOLTS, U.N.O.,

BEARING CONNECTIONS: . . . . . . . . . . 92,000 120,000 F3125

HIGH STRENGTH BOLTS, SLIP

CRITICAL CONNECTIONS,

(WHERE NOTED): . . . . . . . . . . . . . . . . . 92,000 120,000 F3125

NUTS: . . . . . . . . . . . . . . . . . . . . . . . . . . . - - A563 HEAVY HEX*

WASHERS: . . . . . . . . . . . . . . . . . . . . . . - - F436 HARDENED STL

ANCHOR RODS: . . . . . . . . . . . . . . . . . . 36,000 58,000 F1554 GR 36

WELDING ELECTRODES: . . . . . . . . . . - E70XX A233

* GRADE DH WHEN GALVANIZED

2. GROUT: NON-SHRINK, NON-METALLIC AGGREGATE TYPE, COMPLYING WITH ASTM C1107 AND

CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS.

B. STRUCTURAL STEEL NOTES

1. STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO AISC STEEL

CONSTRUCTION MANUAL & SPECIFICATIONS (AISC 360-16), FOURTEENTH EDITION.

2. THE CONTRACTOR AND FABRICATOR SHALL REVIEW THE CONTRACT DOCUMENTS AND

INCORPORATE ANY ADDITIONAL PROVISIONS NECESSARY TO MEET APPLICABLE SAFETY

REGULATIONS.

3. CAMBERS SHOWN REFLECT THE IN-PLACE ERECTED, BEAM DEAD LOAD CONDITION. CAMBERS

SHALL BE INCREASED ACCORDINGLY BY STRUCTURAL STEEL SUPPLIER TO ACCOUNT FOR

LOSS OF CAMBER DUE TO CAMBERING PROCESS. SINGLE POINT CAMBERING WILL ONLY BE

PERMITTED IF APPROVED IN WRITING BY STRUCTURAL ENGINEER.

4. THIS STRUCTURE IS A NON-SELF SUPPORTING STEEL FRAME REQUIRING INTERACTION WITH

OTHER ELEMENTS TO PROVIDE THE REQUIRED STABILITY. THE STEEL ERECTOR SHALL

PROVIDE TEMPORARY SUPPORTS UNTIL FINAL STABILITY IS PROVIDED. AT A MINIMUM,

TEMPORARY SUPPORTS SHALL BE PROVIDED AT EACH GRID IN BOTH DIRECTIONS.

5. PROVIDE ASPHALTIC COATING AROUND STRUCTURAL STEEL BELOW GRADE.

6. ALL SHOP CONNECTIONS SHALL BE WELDED AND FIELD CONNECTIONS BOLTED UNLESS

NOTED OTHERWISE. ALL WELDING SHALL BE BY AN AWS CERTIFIED WELDER.

7. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR. ALL

DETAILING SHALL CONFORM TO AISC AND OSHA ERECTION STANDARDS. COMPLIANCE IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

8. CONNECTIONS SHALL BE DESIGNED AS FOLLOWS.

a. CONNECTIONS SHALL BE DESIGNED FOR ON HALF THE TOTAL UNIFORM LOAD

CAPACITY OR THE REACTION GIVEN ON THE DRAWINGS.

b. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.

c. ALL FIELD CONNECTIONS SHALL BE BOLTED UNLESS WELDS ARE SPECIFIED.

d. BOLTS SHALL BE ASTM A325 IN ACCORDANCE WITH AISC 329.

e. MINIMUM BOLT DIAMETER SHALL BE 3/4".

f. MINIMUM CONNECTIONS ANGLE THICKNESS SHALL B E 3/8".

g. MINIMUM GUSSET PLATE THICKNESS SHALL BE 3/8".

h. BOLT DIAMETER FOR SECONDARY MEMBERS (GIRTS, STAIRS) MAY BE 5/8" (MIN.).

i. ALL CONNECTIONS SHALL BE SYMMETRICAL ONE SIDED CONNECTIONS ARE NOT

ALLOWED, UNLESS SPECIFICALLY NOTED OTHERWISE.

j. ALL CONNECTIONS SHALL BE 2-BOLT MINIMUM.

9. ALL STEEL SHALL BE SHOP PRIMED EXCEPT WHERE EMBEDDED IN CONCRETE, CONCRETE

MASONRY OR RECEIVING FIRE PROOFING, THEN THE STEEL SHALL BE GALVANIZED.

GENERAL CONSTRUCTION NOTES

A. FOOTINGS AND FOUNDATION

1. SOIL DESIGN NET ALLOWABLE BEARING CAPACITY IS 2000 PSF IN ACCORDANCE

WITH THE GEOTECHNICAL REPORT DATED APRIL 30, 2004 BY AMERICAN

ENGINEERING TESTING. NOTIFY ENGINEER OF RECORD OF ANY POOR SOIL

CONDITIONS ENCOUNTERED.

2. MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING PERIMETER

FOOTINGS SHALL BE 72". ALL OPEN AIR FOUNDATIONS SHALL HAVE A MINIMUM

OF 84" OF FROST PROTECTION.

3. BOTH SIDES OF FOUNDATION WALLS SHALL BE BACKFILLED SIMULTANEOUSLY

SO AS TO PREVENT OVERTURNING OR LATERAL MOVEMENT OF WALLS.

BACKFILLING OF BASEMENT WALLS SHALL NOT COMMENCE UNTIL FLOOR

SYSTEMS TOP AND BOTTOM ARE IN PLACE, CURED 7 DAYS, AND ALL NECESSARY

BRACING HAS BEEN INSTALLED.

4. FOUNDATIONS SHALL BEAR ON UNDISTURBED, UNFROZEN SUBGRADE, EXCEPT

WHERE COMPACTED SUBGRADE OR FILL IS OTHERWISE SPECIFIED, OR

FOUNDATIONS BEAR ON ROCK.

C. CONSTRUCTION NOTES

1. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTING

CONSTRUCTION SHALL BE FIELD-CHECKED BY THE CONTRACTOR AND FURNISHED

TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANY WORK. THE VERIFIED

DIMENSIONS SHALL APPEAR AND BE NOTED ON THE SHOP DRAWINGS SUBMITTED.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING BUILDINGS,

UTILITIES, STREETS, ETC. DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE

FOR DESIGN AND INSTALLATION OF ALL NECESSARY TEMPORARY BRACING.

3. ANY HOLES CUT IN NEW OR EXISTING CONSTRUCTION THAT ARE NOT DETAILED ON

THE STRUCTURAL DRAWINGS SHALL BE REVIEWED WITH THE STRUCTURAL

ENGINEER. COORDINATE ALL HOLES AND PENETRATIONS WITH OTHER DISCIPLINES.

4. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURING

CONSTRUCTION AGAINST WIND, ERECTION AND OTHER LOADS. STRUCTURAL

MEMBERS ARE DESIGNED FOR IN-PLACE LOADS BASED ON FINAL SUPPORT

CONDITIONS.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES

FOUND BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS.

D. QUALITY ASSURANCE AND CONTROL

1. SEE PROJECT "SPECIAL STRUCTURAL TESTING AND INSPECTION SUMMARY

SCHEDULE".

2. SUBMITTALS:

a. CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE.

b. PRODUCT DATA FOR CONCRETE ADMIXTURES.

c. SHOP DRAWINGS FOR CONCRETE REINFORCING.

d. SHOP DRAWINGS FOR STRUCTURAL STEEL.

e. WELDER CERTIFICATION.

f. MORTAR & GROUT MIX DESIGNS.

3. TESTING REQUIREMENTS:

a. CONCRETE:

I) COMPRESSIVE STRENGTH - ASTM C39, FOUR CYLINDERS FOR EACH

TYPE OF CONCRETE FOR EVERY 50 YARDS EACH DAY.

II) ONE SLUMP TEST FOR EACH TRUCK.

iii) ONE AIR TEST FOR EACH TRUCK.

b. MASONRY:

i) VERIFY PERIODIC PLACEMENT OF REINFORCEMENT AND GROUTING

TECHNIQUE.

ii) PRISM TEST FOR COMPRESSIVE STRENGTH PER ASTM C1314 AND

FLEXURAL BOND STRENGTH PER ASTM C1072 OR ASTM E518. (3)

SETS PRIOR TO WORK AND AFTER EVERY 5,000 SQUARE FEET.

iii) GROUT MIXES PER ASTM C1019, SAME FREQUENCY AS PRISM

TESTS.

c. FIELD BOLTING & WELDING:

i) VISUAL INSPECTION OF ALL FIELD WELDS & BOLTS SHALL BE

PERFORMED.

d. BACKFILL:

i) VERIFY SOIL REMOVAL.

ii) TEST SOIL COMPACTION - ONE TEST FOR EVERY 3000 SQUARE

FEET.

e. CONTRACTOR TO PROVIDE AND PAY FOR ALL TESTING BY AN OWNER

APPROVED TESTING FIRM. TESTING REPORTS SHALL BE SUBMITTED TO

OWNER ON A WEEKLY BASIS.

5. SEE DRAWINGS FOR DRAIN TILE LOCATIONS.

6. PROVIDE STANDARD 90 DEGREE HOOK DOWELS BETWEEN FOUNDATIONS AND

WALLS EQUAL TO THE SIZE AND SPACING OF THE VERTICAL REINFORCING

UNLESS SPECIFICALLY NOTED OTHERWISE.

7. RIGID INSULATION SHALL BE EXTRUDED POLYSTYRENE MEETING ASTM C578-08,

TYPE IV, 25 PSI MINIMUM COMPRESSIVE RESISTANCE, MANUFACTURED FOR USE

BELOW GRADE. PLACE ALL RIGID INSULATION IN TWO EQUAL THICKNESS

LAYERS AND STAGGER JOINTS.

8. DRAIN TILE SHALL BE MINIMUM 4" PERFORATED PVC OR CORRUGATED

POLYETHYLENE DRAINAGE PIPE SURROUNDED WITH DRAINAGE FILL

CONFORMING TO MnDOT 3149.2H COARSE FILTER AGGREGATE AND GEOTEXTILE

FABRIC. SEE CIVIL DRAWINGS FOR DRAIN TILE ROUTING.

9. SEE CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ALL UNDERSLAB

UTILITIES, WATER MAINS, ETC.

B. FILL NOTES

1. MATERIALS:

a. GENERAL FILL: NON-ORGANIC SELECT COMPACTABLE SUBSOIL

EXCAVATED ON SITE AND/OR MNDOT 2105.2B2 COMMON BORROW.

WHEN ON-SITE GENERAL FILLS ARE EXHAUSTED OR FOUND TO BE

UNSUITABLE FOR USE DUE TO MOISTURE CONTENT, ORGANICS, OR

OVERSIZED ROCK, THE CONTRACTOR SHALL PROVIDE MnDOT COMMON

BORROW AS NECESSARY TO COMPLETE THE WORK AT NO ADDITIONAL

COST TO THE OWNER. MATERIAL MUST BE GRADED, FREE OF LUMPS

LARGER THAN 3 INCHES, ROCKS LARGER THAN 2 INCHES, AND DEBRIS.

MOISTURE CONTENT OF SALVAGED SOILS SHALL BE MANAGED BY THE

CONTRACTOR.

b. STRUCTURAL FILL (NFS): ALLOWABLE SOIL TYPES: SP, SP-SM, AND SM.

100 PERCENT PASSING THE 2-INCH SIEVE. LESS THAN 2 PERCENT

ORGANIC CONTENT.

c. SAND: CONFORMING TO MnDOT 3149.2K SAND COVER MODIFIED SO THAT

NOT MORE THAN 5% PASSES THE NO. 200 SIEVE.

2. PLACE AND COMPACT MATERIALS IN EQUAL CONTINUOUS LAYERS NOT

EXCEEDING 8 INCHES COMPACTED DEPTH.

3. COMPACTED FILL SHALL MEET THE FOLLOWING MINIMUM STANDARD PROCTOR

TEST VALUES (ASTM D698) AND SHALL BE TESTED BY A QUALIFIED

GEOTECHNICAL AGENCY AS FOLLOWS:

a. SLABS-ON-GRADE: ONE TEST FOR EVERY 1000 SQ. FT. PER 1 FT. OF DEPTH

OR FRACTION THEREOF TO 95% OF MAXIMUM DRY DENSITY.

b. FOUNDATION WALLS AND FOOTINGS: ONE TEST FOR EVERY 25 LIN. FT. OF

WALL / FOOTING LENGTH AND ONE TEST UNDER EACH COLUMN FOOTING

TO 95% OF MAXIMUM DRY DENSITY.

4. FILL AT SPECIFIC LOCATIONS:

a. USE GENERAL FILL UNLESS OTHERWISE SPECIFIED.

b. UNDER FOOTINGS: USE STRUCTURAL FILL.

c. UNDER INTERIOR SLABS-ON-GRADE: USE GRANULAR FILL UP TO

SUBGRADE, THEN SAND AS SPECIFIED ON THE DRAWINGS.

E. USE OF DRAWINGS

1. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC

DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK

ELSEWHERE ON THE PROJECT.

2. WHERE DISCREPANCIES OCCUR WITHIN THE CONTRACT DOCUMENTS, THE MOST

COSTLY REQUIREMENT IS TO BE MET.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

ATFP REPAIR ENTRY

CONTROL POINTS

XXX

FMKM 152015

COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

1 05/13/2021 TYPE B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

-A T

F P

R e p a ir E n tr y C o n tr o l P o in ts /1

M n A

N G

R e p a ir E n tr y C o n tr o l S

.r v t

/1

/2

:1

:4

P

M

S000

JENNIFER M. BABCOCK

4076805/13/2021

MAS

JMB

190273

STRUCTURAL NOTES

CARPENTRY

A. DIMENSIONAL LUMBER

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO AF&PA NDS-2018.

2. DIMENSIONAL LUMBER SHALL MEET THESE MINIMUM GRADES UNLESS

NOTED OTHERWISE:

STUDS, TRIMMERS: . . . . . . HF, DF, SPF OR SYP, STUD GRADE

LINTELS, BEAMS: . . . . . . . . HF, DF, SPF OR SYP NO.2 OR BETTER

PLATES: . . . . . . . . . . . . . . . . HF, DF, SPF OR SYP NO.2 OR BETTER*

MISC. BLKG, FURRING: . . . HF, DF, SPF OR SYP STD. OR BETTER

*TREATED IF IN CONTACT WITH CONCRETE OR MASONRY.

3. ALL STRUCTURAL WOOD FRAMING SHALL BE FASTENED ACCORDING TO IBC

TABLE 2304.10.1 UNLESS MORE STRINGENT FASTENING IS SPECIFIED.

4. WOOD LINTELS SHALL HAVE A FULL 3 INCH LENGTH OF BEARING AT EACH

END UNLESS NOTED OTHERWISE.

5. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE

FRAMED WITH PREFABRICATED METAL JOIST HANGERS OF REQUIRED

CAPACITY, MANUFACTURED BY SIMPSON, USP OR EQUAL.

6. ALL METAL FASTENERS, ANCHORS AND CONNECTORS IN CONTACT WITH

TREATED LUMBER SHALL BE STAINLESS STEEL OR HAVE ASTM A653 G185

GALVANIZED FINISH.

7. ALL DIMENSIONAL LUMBER SHALL BE GRADE STAMPED AND COMPLY WITH

DOC/PS-20-20 GRADING AND INSPECTION REQUIREMENTS.

B. LAMINATED VENEER LUMBER (LVL)

1. LAMINATED VENEER LUMBER SHALL MEET THESE MINIMUM PROPERTIES:

ALLOWABLE BENDING STRENGTH: . . . . . . . . . . . . Fb = 2,600 PSI ALLOWABLE SHEAR STRENGTH: . . . . . . . . . . . . . . Fv = 285 PSI

ALLOWABLE COMPRESSIVE STRENGTH

PERPENDICULAR TO GRAIN: . . . . . . . . . . . . . . . . Fc (perp) = 750 PSI

MODULUS OF ELASTICITY: . . . . . . . . . . . . . . . . . . . E = 2,000,000 PSI

2. ALL PLIES IN A MULTI-PLY LVL SHALL BE NAILED TOGETHER WITH (2) ROWS

OF 16d NAILS AT 12" ON CENTER OR 3 ROWS OF 16d NAILS AT 12" ON CENTER

FOR 14", 16" AND 18" BEAMS, STAGGERED UNLESS NOTED OTHERWISE.

C. WOOD STRUCTURAL PANELS

1. WOOD STRUCTURAL PANELS SHALL CONFORM TO APA PRP-108 AND TO THE

REQUIREMENTS FOR ITS TYPE IN DOC/PS-1-19 OR DOC/PS-2-18. EACH PANEL

SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN

APPROVED TESTING AND GRADING AGENCY.

2. NAIL SIZE AND PATTERN SHALL BE AS INDICATED IN IBC TABLE 2304.10.1

UNLESS NOTED OTHERWISE.

3. UNLESS NOTED OTHERWISE, WOOD STRUCTURAL PANELS (SHEATHING SHALL

BE AS FOLLOWS:

ROOF:. . . . 19/32 (5/8" NOMINAL), PERFORMANCE CATEGORY RATED

SHEATHING, EXPOSURE 1 SPAN RATING 40/20

WALLS: . . . 7/16 OR 15/32 (1/2" NOMINAL), PERFORMANCE CATEGORY

RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16.

4. INSTALL EDGE CLIPS ON ALL ROOF PANELS.

POST-INSTALLED ANCHOR AND ADHESIVE NOTES

A. FASTENERS ARE BASED ON HILTI NORTH AMERICA, (1-800-879-8000, www.US.HILTI.com)

UNLESS NOTED OTHERWISE.

B. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED CONTRACTOR SUPPLIES CALCULATIONS

SIGNED BY A PROFESSIONAL ENGINEER AND DATA THAT SHOWS EQUIVALENT CAPACITY.

C. POST-INSTALLED ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL, TRAINED TO

INSTALL THE SPECIFIED ANCHORING PRODUCTS, IN ACCORDANCE WITH THE MANUFACTURER'S

PUBLISHED INSTRUCTIONS.

D. HOLES SHALL BE DRILLED WITH A BIT AND CLEANED USING A METHOD THAT COMPLIES WITH

THE MANUFACTURER'S PUBLISHED INSTRUCTIONS.

E. CONTRACTOR SHALL VERIFY LOCATION OF REINFORCING USING GPR, X-RAY OR OTHER NON- DESTRUCTIVE MEANS PRIOR TO DRILLING ANCHOR HOLES. DO NOT CUT OR DAMAGE REINFORCING

STEEL, PRESTRESSED STRANDS OR POST-TENSIONED TENDONS.

F. CONTRACTOR SHALL COORDINATE VERIFIED REINFORCING LAYOUT WITH STEEL FABRICATOR PRIOR TO PRODUCING SHOP DRAWINGS. STEEL FABRICATOR SHALL ADJUST ANCHOR SPACING/LOCATION

TO AVOID REINFORCING AND SUBMIT FOR REVIEW WITH SHOP DRAWINGS.

G. ANCHORS OUTSIDE OF THE BUILDING WEATHER BARRIER, EXPOSED TO EARTH, WEATHER OR

CORROSIVE ENVIRONMENTS SHALL BE HOT DIP GALVANIZED OR AISI 304/316 STAINLESS STEEL.

H. FASTENER TYPES:

ADHESIVE ANCHOR IN HOLLOW CMU: . . . . HIT HY270 W/SCREEN TUBE

ADHESIVE ANCHOR IN GROUTED CMU: . . . HIT HY270 MAX W/HAS-E ROD

ADHESIVE ANCHOR IN CONCRETE: . . . . . . HIT HY 200 W/HAS-E ROD

EXPANSION ANCHOR IN CONCRETE: . . . . . KWIK BOLT TZ

EXPANSION ANCHOR IN SOLID

GROUT CMU:. . . . . . . . . . . . . . . . . . . . . . . . KWIK BOLT 3

HD SCREW ANCHOR IN CONCRETE: . . . . . KWIK HUS-EZ

HD SCREW ANCHOR IN GROUTED CMU: . . KWIK HUS-EZ

ADHESIVE FOR DOWELS IN CONCRETE: . . HIT-RE 500 V3 OR HIT-HY 200

SLEEVE ANCHOR: . . . . . . . . . . . . . . . . . . . . HLC SLEEVE ANCHOR

SMALL DIAMETER SCREW ANCHOR: . . . . . KWIK-CON II +

DROP IN ANCHORS: . . . . . . . . . . . . . . . . . . . MULTI-SET II, RX TYPE BY ITW

RED HEAD

COLUMN BASE PLATE SCHEDULE

COLUMN SIZE

BASE PLATE

THICKNESS

NOTES:

1. TIGHTEN ANCHOR RODS SNUG TIGHT AND TACK WELD NUT TO ROD TO

PREVENT LOOSENING.

2. BASE PLATE HOLE DIAMETER AND WASHER SHALL BE SIZED PER "AISC

MANUAL - TABLE 14-2" UNLESS NOTED OTHERWISE.

3. SEE "TYPICAL ANCHOR ROD" DETAIL 2/S1.01 FOR ADDITIONAL

INFORMATION.

BASE PLATE

WIDTH "B"

BASE PLATE

LENGTH "L"

ANCHOR

ROD SIZETYPE

HSS 12X8 3/4"1 1' - 6" 3/4"1' - 2"

ALL ANCHOR ROD TO BE ASTM F1554 GRADE 36, GALVANIZED WITH

HEAVY HEX NUTS & WASHERS UNLESS NOTED OTHERWISE

TYPE 1 ANCHOR ROD

PLATE WASHER

HEAVY HEX NUT

TOP OF CONCRETE

ROD DIA. L

1/2" 7"

5/8" 8 3/4"

3/4" 10 1/2"

7/8" 13"

1" 14"

1 1/4" 17 1/2"

1 1/2" 21"

L P 5

M

IN

D

D

TACK

L

E Q

E

Q

B

EQ. EQ.

TYPE 1

BASE PLATE

SEE SCHEDULE

HSS-COLUMN

SEE PLAN

GRID

G…