A 03 Final Dwgs_Small Arms Range.pdf

LOCATION MAP

MINNESOTA AIR NATIONAL GUARD

DULUTH, MINNESOTA

FMKM 179063

CONSTRUCT SMALL

ARMS RANGE

CONTACTS

CLIENT

PROJECT MANAGER

CIVIL ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: CARALYN KIEPER

E-MAIL: CARALYN.KIEPER@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

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) 727-8446

CONTACT: JENNIFER BABCOCK

E-MAIL: JENNIFER.BABCOCK@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: STEWART CRAN

E-MAIL: STEWART.CRAN@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: MARK VINCENT

E-MAIL: MARK.VINCENT@LHBCORP.COM

148TH FIGHTER WING MINNESOTA AIR NATIONAL GUARD

OFFICE OF THE BASE CIVIL ENGINEER

PHONE: (218) 788-7339

CONTACT: COR MAJ JOSEPH SOLBERG

BASE CIVIL ENGINEER

JOSEPH.V.SOLBERG.MIL@MAIL.MIL

RENDERING/ IMAGE

497499

H A

IN

E S

R D

230 240

230 240

P H

AN

TO

M D

R

IV

E

SCORPION DRIVE

R A

M P

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 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

CONSTRUCT SMALL

ARMS RANGE

..\180940 MnANG - Construct Small Arms Range A20.rvt

FMKM179063

COPYRIGHT 2020 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

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

10/5/20 B3 FINAL SUBMITTAL

B

IM

/1

M n A

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S m a ll

A rm s R a n g e

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A rm s R a n g e

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10/5/20

CYNTHIA POIRIER

22021

CMK

CIP

180940

PROJECT TITLE SHEET

SHEET INDEX

SHEET

NO SHEET NAME

F001 FIRE PROTECTION COVER SHEET & PLAN

F101 FIRE ALARM PLAN

F102 FIRE ALARM SCHEDULES AND DIAGRAMS

P001 PLUMBING SYMBOLS AND ABBREVIATIONS

P110 UNDERSLAB PLUMBING PLAN

P111 PLUMBING PLAN

P601 PLUMBING SCHEDULES, DETAILS & CONTROLS

P911 PLUMBING RISER DIAGRAMS

M001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M151 VENTILATION PLANS

M201 MECHANICAL ROOF PLAN

M601 MECHANICAL SCHEDULES

M701 SYSTEM DETAILS AND CONTROLS 1 OF 2

M702 SYSTEM DETAILS AND CONTROLS 2 OF 2

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E002 STANDARD INSTALLATION REQUIREMENTS

E003 STANDARD INSTALLATION REQUIREMENTS

ES101 ELECTRICAL SITE PLAN

E101 LIGHTNING PROTECTION PLAN

E102 LIGHTNING PROTECTION ROOF PLAN

EP101 POWER PLAN

T101 TECHNOLOGY PLAN

EL121 LIGHTING PLAN

E401 ENLARGED ELECTRICAL PLANS & DIAGRAMS

E501 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

T501 TECHNOLOGY DETAILS

SHEET INDEX

SHEET

NO SHEET NAME

G001 PROJECT TITLE SHEET

G002 PROJECT TITLE SHEET

G003 STANDARD MOUNTING HEIGHTS

G004 CODE PLANS & CODE SUMMARY

C000 SITE REMOVALS & EROSION CONTROL PLAN

C001 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

C002 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

C003 SURFACE WATERS AND PROJECT LOCATION MAP

C100 SITE LAYOUT & SURFACING PLAN

C200 SITE UTILITY PLAN

C300 SITE GRADING PLAN

C400 CONSTRUCTION DETAILS

C401 CONSTRUCTION DETAILS

C402 CONSTRUCTION DETAILS

C403 CONSTRUCTION DETAILS

C404 CONSTRUCTION DETAILS

C405 CONSTRUCTION DETAILS

S000 STRUCTURAL NOTES

S001 STRUCTURAL NOTES, SCHEDULES, & TYPICAL DETAILS

S002 TYPICAL COLD-FORMED STEEL DETAILS

S003 TYPICAL COLD-FORMED STEEL DETAILS

S101 FOUNDATION PLAN

S111 ROOF FRAMING PLAN

S301 STRUCTURAL SECTIONS

S501 FOUNDATION DETAILS

S502 FOUNDATION DETAILS

S511 ROOF FRAMING DETAILS

A101 FLOOR PLAN

A111 ROOF PLAN

A121 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A411 ENLARGED PLANS & INTERIOR ELEVATIONS

A501 EXTERIOR DETAILS

A511 INTERIOR DETAILS & PARTITION TYPES

A512 INTERIOR DETAILS

A611 DOOR AND WINDOW OPENING SCHEDULES

A711 ROOM FINISH SCHEDULE, FINISH PLANS AND DETAILS

AREA OF WORK

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

G0.01

A5.11

L000

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

A3.01

A5.03

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. WHERE ACCESS PANELS ARE REQUIRED FOR EQUIPMENT, UTILITIES, OR DEVICES,

THOSE PANELS SHALL BE INSTALLED WHETHER OR NOT THEY ARE SPECIFICALLY

SHOWN ON THE DRAWINGS. WHEN INSTALLED IN A FIRE RATED ASSEMBLY, THE

ACCESS PANEL MUST BE FIRE RATED TO MATCH THE RATING OF THAT ASSEMBLY.

VERIFY ALL PANEL LOCATIONS WITH ARCHITECT AND OWNER BEFORE INSTALLING.

M. 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.

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

O. 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.

P. 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.

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 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

CONSTRUCT SMALL

ARMS RANGE

..\180940 MnANG - Construct Small Arms Range A20.rvt

FMKM179063

COPYRIGHT 2020 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

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

10/5/20 B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

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S m a ll

A rm s R a n g e

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/2 /2

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G002

10/5/20

CYNTHIA POIRIER

22021

CMK

CIP

180940

PROJECT TITLE SHEET

COMPLY WITH

SIDE WALL GRAB

BAR STANDARDS

STANDARD DRINKING FOUNTAIN

(DF)

ACCESSIBLE DRINKING

FOUNTAIN (ACC DF)

" M

IN

ACCESSIBLE LAVATORY

(ACC LAV)

9" M

IN

" M

IN

" M

IN

" M

A X

TO

R

E

FL

E C

TI

V

E

" M

A X

17" MIN.

8" MIN.

MAX

6"

O

F S

P O

U T

" M

A X

9" M

IN

8" MIN.

O

F S

P O

U T

" M

IN

" M

A X

URINAL (UR)

" M

A X

STANDARD WATER CLOSET (WC)

ACCESSIBLE WATER CLOSET (ACC WC)

" M

A X

12" MIN.

40" MAX.

" M

IN

" M

A X

7"-9" 18 " M

IN

ACCESSORY LOCATION;

ALLOW 1 1/2" MIN.

CLEAR TO GRAB BARS40" MAX.

12" MIN.

" M

A X

S N

D

T P

D

SND/TPD

STANDARD GRAB BARS (GB)

STANDARD GRAB BARS (GB)

6"

12" 42"

54"

39"-41"

VERTICAL GRAB

BAR REQ'D IN MN

12" 24"

6" 36"

42"

SOAP

DISPENSER (SD)

O P

E R

A B

L E P

A R

TS

" M

A X

PAPER TOWEL

DISPENSER (PTD)

O P

E R

A B

L E P

A R

TS

" M

A X

HAND DRYER

(HD)

O P

E R

A B

L E P

A R

TS

" M

A X

FIRE EXTINGUISHER

CABINET (FEC)

TO

C

O N

TR

O

LS

" M

A X

S U

R F

A C

E

6"

" M

IN

LA

T

C H

32"

NURSE CALL (NC),

WHERE OCCURS

ANNUNCIATOR KEY BOX MAILBOXESCOAT / ROBE HOOK

(CH / RH)

TOILET ROOM

SHELF (SH)

MIRROR (MIRR)

" M

A X

" M

A X

" T

Y P

. 60

" M

A X

" M

IN

TO

R

E

FL

E C

TI

V

E

(4 0"

M A

X

A B

O V

E L

A V

T O

C O

N T

R O

LS

O P

E R

A B

LE

P

A R

T S

6" TYP.

12" WIDE (MAX)

6" DEEP (MAX)

M A

X

S U

R F

A C

E

MOP RACK

(MR)

DIVIDER

SCREEN

DIAPER CHANGING

STATION (DCS)

/2

4" MAX.

BARRIER FREE

DOOR ACTUATOR (DA)

" M

IN

" M

A X

FEMININE

HYGIENE

VENDOR (FHV)

O P

E R

A B

L E P

A R

TS

" M

A X

T.

O

. L A

TC

H

" M

A X

STANDARD MOUNTING HEIGHTS

O P

E R

A B

LE

H

G T

W

IT

H N

O

O B

S T

R U

C T

IO

N

S

MOUNTING HEIGHTS FOR EQUIPMENT

PUBLIC RESTROOM FIXTURE / ACCESSORY MOUNTING HEIGHTS (STANDARD ADULT)

LA

TC

H A

P P

R O

A C

H

" M

IN

" M

IN

AMBULATORY STALL

7'

MARKER BOARD (MB)

18" 18"

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 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

CONSTRUCT SMALL

ARMS RANGE

..\180940 MnANG - Construct Small Arms Range A20.rvt

FMKM179063

COPYRIGHT 2020 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

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

10/5/20 B3 FINAL SUBMITTAL

B

IM

/1

M n A

N G

C o n s tr u c t

S m a ll

A rm s R a n g e

/1

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C o n s tr u c t S m a ll

A rm s R a n g e

A

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G003

10/5/20

CYNTHIA POIRIER

22021

CMK

CIP

180940

STANDARD MOUNTING

HEIGHTS

12' - 0"

20' - 0"

0"

0"

39' - 0"

0"

0"

CODE PLAN LEGEND

= EXIT SIGN

= FIRE EXTINGUISHER / FIRE

EXTINGUISHER CABINET

= EXIT DISTANCE

FE FEC

= BUILDING EXIT/ EXIT ACCESS

XXX sf

OCCUPANT TYPE

ROOM AREA

LOAD FACTORXXXX

XXX OCCUPANT LOAD

= MAX BUILDING DIAGONAL

107' - 0" TRAVEL DISTANCE

68'-0" TRAVEL DISTANCE

RANGE STORAGE

MODULAR ARMS

RANGE

MECH

WEAPONS MAINT &

CLEANING

ELEC

TELE

OPEN OFFICE

9'

3"

X

/3

6'

5"

M

IN

IM

U M

E

XI

T

SE

PA

R

AT

IO

N

BID OPTION: (2) ADDITIONAL SHOOTING LANES

735 SF

CLASSROOM/

BREAKROOM

B 15

WOMEN'S TLT

JANITOR

MEN'S TLT

ALCOVE

110B

558 SF

CIRC

B 150

OTHER

VEST.

3. USE AND OCCUPANCY CLASSIFICATIONS (IBC CHAPTER 3)

A. B BUSINESS - OFFICE AREAS, CLASSROOMS,

SHOOTING SUPPLY STORAGE & MAINTENANCE

5 TYPES OF CONSTRUCTION (IBC CHAPTER 6)

A. TYPE II-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

4. GENERAL BUILDING HEIGHTS AND AREAS (IBC CHAPTER 5)

A. ALLOWABLE BUILDING HEIGHT AND AREAS (TABLE 504)

B OCCUPANCY TYPE II-B 3 STORIES 23,000 SF

B. BUILDING AREA MODIFICATIONS (SECTION 506)

Aa = {At + [At x If] + [At x Is]}

At = 23,000 Aa = {23,000 + [23,000x.75] + [23,000x0]}

ALLOWABLE AREA - 40,250 TOTAL ALLOWABLE

C. FRONTAGE INCREASE (SECTION 506, EQUATION 5-2)

If = [F/P - 0.25]W/30 - [515/515-0.25]30/30 = .75

D. AUTOMATIC SPRINKLER INCREASE (SECTION 506.3)

AREA INCREASE FOR SPRINKLERS NOT TAKEN. BUILDING WILL NOT BE FULLY

SPRINKLED UFC 3-600-01, 9-7.2.1.1 SINGLE STORY LESS THAN 15,000 SF IS

EXEMPT FROM AUTOMATIC SPRINKLER SYSTEM REQUIREMENT.

HOWEVER, ETL 11-18 REQUIRES SPRINKLERS WHEN RANGE IS INTEGRAL WITH

SUPPORT FACILITIES. SPRINKLERS NOT REQUIRED OR DESIRED IN THE DOWN

RANGE OR TARGET AREA OF THE MODULAR RANGE.

6. FIRE AND SMOKE PROTECTION FEATURES (IBC CHAPTER 7)

A. BUILDING ELEMENT FIRE RESISTANCE

FIRE WALLS 3 HR (PER TABLE 706.4)

FIRE BARRIERS 2 HR (PER TABLE 707.3.10)

FIRE PARTITIONS 1 HR (708.3)

- CORRIDOR WALLS 0 HR @ SPRINKLERED CONST

SMOKE BARRIERS 1 HR

SMOKE PARTITIONS 0 HR

7. INTERIOR FINISHES (IBC CHAPTER 8)

A. GROUP B

BUILDING ELEMENT CLASSIFICATION

- EXIT ENCLOSURES AND EXIT PASSAGEWAYS B

- CORRIDORS C

- ROOMS AND ENCLOSED SPACES C

CODE ANALYSIS

9. MEANS OF EGRESS (NFPA 10-1.1)

A. MAX FLOOR AREA PER OCCUPANT (NFPA TABLE 7.3.1.2)

& TABLE 10-1 PER UFC 3-600-01

TOTAL GROSS OCCUPIABLE AREA: 10,053

OFFICE/BUSINESS USE 150 GROSS=10,053-735=9,318/150=63

COLLABORATION ROOM USE 30 NET= 735/15=49 OCCUPANTS

TOTAL OCCUPANTS = 112

B. EXIT CAPACITY (TABLE 7.3.3.1)

.2”/PERSON X 112 PERSONS = 23”

ACTUAL CAPACITY = 2X36”=72”

C. REQUIRED EXITS (7.4.1.1)

(2) EXITS REQUIRED, EXCEPT WHERE (1) IS ALLOWED BY CH. 11-43

DOES NOT MEET EXCEPTIONS FOR ONLY 1 EXIT (OVER 100-PERSON OCCUPANCY)

(7.5.1.3.3) DISTANCES BETWEEN (2) EXITS 1/3 MAX OVERALL DIAGONAL

SPACES WITH ELECTRICAL EQUIPMENT (PER NFPA 70).

(IBC 1008.1.10) ELECT ROOMS WITH RATED EQUIP1,200 AMPS OR MORE AND OVER 6’

WIDE THAT CONTAIN OVERCURRENT DEVICES, SWITCHING DEVICES OR CONTROL

DEVICES, MUST SWING OUT & INCLUDE EXIT DEVICES.

D. COMMON PATH OF EGRESS TRAVEL (NFPA 713.1 (1), 38.2.5.3.1)

COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 100 FEET.

E. EXIT ACCESS TRAVEL DISTANCE (CH. 11-43)

BUSINESS OCCUPANCY = 300’ (38.2.6.3)

F. CORRIDORS: (38.2.5.2.2) DEAD END CORRIDOR SHALL NOT EXCEED 50’.

(38.3.6.1) RATED CORRIDORS NOT REQUIRED IN BUILDING PROTECTED

THROUGHOUT BY AUTOMATIC SPRINKLER SYSTEM

G. MINIMUM NUMBER OF EXITS: (NFPA 7.4) 2 EXITS REQUIRED

ACTUAL NUMBER OF EXITS PROVIDED: 2

10. PLUMBING FIXTURES (IBC CHAPTER 29)

A. (IBC CH. 29, TABLE 2902.1) BUSINESS OCCUPANCY;

REQUIRES 1 WC/25 FOR FIRST 50 OCCUPANTS, THEN 1 /50 REMAINING.

REQUIRES 1 LAV/40 FOR THE FIRST 80 AND 1/80 FOR REMAINING.

REQUIRES 1 DF/100 OCCUPANTS, 1 SERVICE SINK.

116 OCCUPANTS REQUIRES, 4 WC, 3 LAV

4 WC, 2 URINAL, 4 LAV PROVIDED

1. GENERAL INFORMATION

A. PROJECT NAME: CONSTRUCT SMALL ARMS RANGE

B. PROJECT LOCATION: DULUTH IAF, MN

C. GROSS BUILDING SIZE: 9,100 SF

10,053 SF w BID OPTION

F. ACCESSORY OCCUPANCIES (SECTION 508.2)

- AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE

THAN 10 PERCENT OF THE BUILDING AREA OF THE STORY IN WHICH

THEY ARE LOCATED AND NOT EXCEED TABULAR VALUES IN TABLE 503.

- NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES

AND THE MAIN OCCUPANCY

G. INCIDENTAL ACCESSORY OCCUPANCIES (TABLE 509)

- FURNACE ROOMS (over 400,000 BTU) 1 HR OR SPRINKLER SYSTEM

- BOILER ROOMS (over 15 PSI and 10 HP) 1 HR OR SPRINKLER SYSTEM

2. APPLICABLE CODES

A. MINNESOTA STATE BUILDING CODE 2015 EDITION

B. INT'L BUILDING CODE (W/ AMENDMENTS) 2012 EDITION

C. INT'L FIRE CODE (W/ AMENDMENTS) 2012 EDITION

D. MINNESOTA MECHANICAL AND FUEL GAS CODE 2015 EDITION

E. MINNESOTA PLUMBING CODE 2015 EDITION

F. NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION

G. MINNESOTA COMMERCIAL ENERGY CODE 2012 EDITION

H. MINNESOTA ACCESSIBILITY CODE 2015 EDITION

I. ANG DESIGN POLICY, ETL 15-01, 1 MAY 2015

J. NFPA 101 2018 EDITION

K. 2017 NFPA 70 NATIONAL ELECTRICAL CODE

L. 2010 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

M. UFC 1-200-01, DOD GENERAL BUILDING REQUIREMENTS.

N. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

8. FIRE PROTECTION SYSTEMS (UFC 3-600-01, ELT 02-15,

FOLLOW NFPA 409 PER IBC)

A. BUILDING NOT SPRINKLERED

B. FIRE EXTINGUISHERS ARE NOT REQUIRED (UFC 3-600-01, 9-17.1)

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

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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

CONSTRUCT SMALL

ARMS RANGE

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SIGN SCHEDULE

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CONSTRUCTION DETAILS

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 STANDARDS

FOR BUILDINGS.

B. DESIGN LOADS

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

OFFICES: . . . . . . . . . . . . . . . . . . . 50 2,000

FIRST FLOOR CORRIDORS: . . . 100 2,000

LIGHT STORAGE: . . . . . . . . . . . . 125 0

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

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.

a. FLAT ROOF SNOW LOAD, Pf = 42 PSF

b. SNOW EXPOSURE FACTOR, Ce = 1.0

c. SNOW IMPORTANCE FACTOR, I = 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 10-50 FT² >50 FT²

ROOF NEGATIVE:

ZONE 1: 31.6 PSF 29.7 PSF 28.9 PSF

ZONE 2: 53.1 PSF 39.9 PSF 34.3 PSF

ZONE 3: 79.8 PSF 48.0 PSF 34.3 PSF

ROOF POSITIVE:

ZONES 1, 2, & 3: 16.0 PSF 16.0 PSF 16.0 PSF

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

WALL NEGATIVE:

ZONE 4: 31.3 PSF 27.1 PSF 24.1 PSF

ZONE 5: 38.6 PSF 30.1 PSF 24.1 PSF

WALL POSITIVE:

ZONES 4 & 5: 28.9 PSF 24.7 PSF 21.7 PSF

a. REFER TO WIND PRESSURE DIAGRAM FOR ZONES.

b. DIMENSION "a" = 5.9 FT.

5. EARTHQUAKE DESIGN DATA:

a. SEISMIC IMPORTANCE FACTOR , I: 1.0

b. OCCUPANCY CATEGORY: II

c. MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS = 0.041 AND S1 = 0.017

d. SITE CLASS: D (ASSUMED)

e. SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.044 AND SD1 = 0.027

f. SEISMIC DESIGN CATEGORY = A

g. BASIC SEISMIC-FORCE-RESISTING SYSTEM(S): ORDINARY REINFORCED

MASONRY SHEAR WALLS

h. DESIGN BASE SHEAR: V = 0.022W

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

j. RESPONSE MODIFICATION FACTOR(S), R = 2.0

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.

7. BLAST LOADS: IN ACCORDANCE WITH DoD MINIMUM ANTITERRORISM

STANDARDS FOR BUILDINGS, UFC 4-010-01.

8. SOIL LOADS: ALL WALLS LATERALLY SUPPORTING SOIL SHALL BE DESIGNED

FOR THE AT-REST EQUIVALENT FLUID EARTH PRESSURE OF 60 pcf AT WALL /

SOIL INTERFACE.

WALLS

a a a a

WIND PRESSURE DIAGRAMS

MONOSLOPE ROOFS

3° < 0 ≤ 10° a a a a

3 2 3

2 1 2

3 2 3

GENERAL CONSTRUCTION NOTES

A. FOOTINGS AND FOUNDATION

1. SOIL DESIGN NET ALLOWABLE BEARING CAPACITY IS 3000 PSF IN ACCORDANCE

WITH THE GEOTECHNICAL REPORT DATED JANUARY 14, 2019 BY BRAUN

INTERTEC CORPORATION. NOTIFY ENGINEER OF RECORD OF ANY POOR SOIL

CONDITIONS ENCOUNTERED.

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

FOOTINGS SHALL BE 60". ALL OPEN AIR FOUNDATIONS SHALL HAVE A MINIMUM

OF 72" 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.

5. PROVIDE STANDARD 90 DEGREE HOOK DOWELS BETWEEN FOUNDATIONS AND

WALLS EQUAL TO THE SIZE AND SPACING OF THE VERTICAL REINFORCING

UNLESS SPECIFICALLY NOTED OTHERWISE.

6. 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.

7. 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, 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 12 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 STRUCTURAL FILL AS SPECIFIED ON THE DRAWINGS.

3. TESTING REQUIREMENTS:

a. CONCRETE:

I) COMPRESSIVE STRENGTH - ASTM C39, (3) 4x8 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) 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.

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.

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. SHOP DRAWINGS FOR STEEL JOISTS & METAL DECK.

g. MORTAR & GROUT MIX DESIGNS.

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 AT SLAB ON GRADE. SEE

DETAIL 1/S502.

13. SEE 1/S501 FOR TYPICAL SLAB ISOLATION JOINT TO BE PROVIDED AT ALL

LOCATIONS UNLESS NOTED OTHERWISE.

14. SEE 7/S501 FOR TYPICAL SLEEVED OPENINGS IN CONCRETE FOUNDATION

WALLS.

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

16. MIX DESIGNS SHALL INCORPORATE ADMIXTURES AS APPROPRIATE FOR

ENVIRONMENTAL CONDITIONS.

17. ALL REINFORCING SHALL BE DETAILED, FABRICATED & PLACED IN ACCORDANCE

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

STANDARD PRACTICE.

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

CONSTRUCTION AND CONTROL JOINTS SHALL BE AS INDICATED ON THE

DRAWINGS.

19. SPACING OF CONSTRUCTION OR CONTROL JOINTS IN WALLS EXPOSED TO VIEW

SHALL NOT EXCEED 20 FEET UNLESS SPECIFICALLY NOTED OTHERWISE ON THE

DRAWINGS. DISCONTINUE OR CUT HALF OF THE HORIZONTAL REINFORCING AT

CONTROL JOINTS.

B. CONCRETE NOTES

1. PERFORM WORK IN ACCORDANCE WITH ACI 301-14 AND ACI 318-14.

2. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR

REINFORCEMENT:

MINIMUM

COVER (IN.)

CONCRETE CAST AGAINST &

PERMANENTLY EXPOSED TO EARTH:

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THRU #11 BARS:

#5 & SMALLER BARS: . . . . . . . . . . . . . . . . . . . . . . 1 1/2

CONCRETE NOT EXPOSED TO WEATHER

OR IN CONTACT WITH GROUND:

SLABS AND WALLS: . . . . . . . . . . . . . . . . . . . . . . . 3/4

BEAMS AND COLUMNS: . . . . . . . . . . . . . . . . . . . . 1 1/2

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.

CAST-IN-PLACE CONCRETE

A. MATERIAL PROPERTIES

1. CONCRETE PROPERTIES: MAX.

fc (PSI) EXPOSURE SLUMP MAX ENTR MAX.

28 DAYS CLASS INCHES AGGR. AIR (%) W/C

FOOTINGS:. . . . . . . . . . . . . . . . . . 4,000 F0 4 1 1/2" 0 -

WALLS, GRADE BEAMS, PIERS:. 4,500 F2 4 3/4" 0* 0.45

INT. SLAB ON GRADE (NW):. . . . 4,000 F0 4 3/4" 0 0.50

STOOPS, APRONS:. . . . . . . . . . . 5,000 F3 4 3/4" 6 ± 1.5 0.40

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

2. REINFORCING PROPERTIES: FY (PSI) ASTM

ALL BARS UNLESS NOTED OTHERWISE: . . . . . . . . . 60,000 A615

TIES & STIRRUPS: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60,000 A615

WELDED WIRE FABRIC (SMOOTH, SHEETS):. . . . . . . 65,000 A185

WELDABLE REINFORCEMENT: . . . . . . . . . . . . . . . . . . 60,000 A706

EPOXY COATING:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N/A A775

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. WATERSTOP: POLYVINYL CHLORIDE, MINIMUM 1750 PSI TENSILE

STRENGTH, MINIMUM 50 DEGREES F TO PLUS 175 DEGREES F WORKING

TEMPERATURE RANGE, 6 INCH WIDE, MAXIMUM POSSIBLE LENGTHS,

RIBBED PROFILE, PREFORMED CORNER SECTIONS, HEAT WELDED

JOINTING.

6. 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%

7. 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: . . . C1602

MASONRY

A. MATERIAL PROPERTIES: STRENGTH (PSI) ASTM

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

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

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.

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 32" 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. 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. PROVIDE FULL-DEPTH BOND BREAK MATERIAL BETWEEN STRUCTURAL AND NON-

STRUCTURAL MASONRY WALLS WHERE THEY INTERSECT.

11. NON-STRUCTURAL PARTITION WALLS SHALL BE LATERALLY SUPPORTED AT THE TOP

PER DETAIL 6/S511.

12. 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.

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

14. SECURE VERTICAL REINFORCING IN REQUIRED ALIGNMENT BEFORE GROUTING.

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

REINFORCEMENT MEETING THE REQUIREMENTS OF ASTM A1064 / A1064M 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.

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

AND DETAILS TO ARCHITECT/ENGINEER FOR REVIEW.

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.:

CONSTRUCT SMALL

ARMS RANGE

XXX

COPYRIGHT 2019 BY LHB, INC. ALL RIGHTS RESERVED.

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

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

NO DATE ISSUED FOR

NO DATE REVISION

DULUTH, MINNESOTA

FMKM179063

10/05/20 B3 FINAL SUBMITTAL1

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JENNIFER M. BABCOCK

4076810/05/20

MAS

JMB

180940

STRUCTURAL NOTES

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: 50,000 62,000 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 (A325N)

HIGH STRENGTH BOLTS, SLIP

CRITICAL CONNECTIONS,

(WHERE NOTED): . . . . . . . . . . . . . 92,000 120,000 F3125 (A325 SC CLASS A)

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 F3125 IN ACCORDANCE WITH AISC 329.

e. MINIMUM BOLT DIAMETER SHALL BE 3/4"

f. MINIMUM CONNECTIONS ANGLE THICKNESS SHALL BE 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.

C. MISCELLANEOUS METALS

1. POSTS SHALL BE SPACED AT 6'-0" (MAX.) CENTERS WITH TOP RAIL, TWO INTERMEDIATE

RAIL AND 1/4X4" TOE PLATE. ALL HANDRAILS SHALL BE BOLTED TO SUPPORTS UNLESS

NOTED OTHERWISE.

2. WHERE HANDRAIL TURNS A CORNER, PROVIDE A POST WITHIN 18" OF THE CORNER.

3. HANDRAIL SHALL BE SHOP WELDED CONSTRUCTION WITH ROUGH EDGES AND WELDS

GROUND SMOOTH.

STEEL JOISTS AND JOIST GIRDERS

A. ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED AND MANUFACTURED

IN ACCORDANCE WITH SJI 'STANDARD SPECIFICATIONS - LOAD TABLES AND

WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS, 2010'. TYPE AS SHOWN

ON THE DRAWINGS.

B. PLACEMENT OF MECHANICAL UNITS AND HANGERS SUPPORTED BY ROOF JOISTS

IS SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.

C. THE DESIGN OF ALL JOIST, GIRDER MEMBERS, AND ELEMENTS SHOWN ON THE

DRAWINGS IS FOR THE IN-PLACE, COMPLETED BUILDING. ALL LOADING CRITERIA

AND VERIFICATION OF DESIGN FOR LOADINGS SUCH AS HANDLING,

TRANSPORTATION AND ERECTION ARE THE SOLE RESPONSIBILITY OF THE JOIST

MANUFACTURER.

D. JOIST MANUFACTURER SHALL DESIGN AND PROVIDE SPECIAL JOIST SEATS WHEN

THE SUPPORT BEARING WIDTH IS LESS THAN SJI REQUIREMENTS.

E. THE CONTRACTOR AND FABRICATOR SHALL REVIEW THE CONTRACT

DOCUMENTS AND INCORPORATE ANY ADDITIONAL PROVISIONS NECESSARY TO

MEET APPLICABLE SAFETY REGULATIONS. COMPLIANCE IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

F. ROOF JOISTS SHALL BE DESIGNED FOR A NET UPLIFT OF 10 PSF UNLESS NOTED

OTHERWISE.

G. PROVIDE 3-1/2" DEEP SEATS ON ALL K-JOISTS, UNLESS NOTED OTHERWISE.

H. SEE [9/S511] FOR JOIST REINFORCEMENT REQUIRED AT EQUIPMENT LOADS.

I. STEEL JOIST SUPPLIER SHALL FURNISH ALL BRACING, WALL ANCHORS, HEADERS

AND BOTTOM CHORD EXTENSIONS, ETC. AS NECESSARY TO PROVIDE A

COMPLETE INSTALLATION.

J. ALL STEEL JOISTS SHALL BE WELDED TO THE SUPPORTING MEMBERS UNLESS

NOTED OTHERWISE.

K. PROVIDE BRIDGING IN ACCORDANCE WITH SJI SPECIFICATIONS. EACH JOIST

SHALL BE ADEQUATELY BRACED LATERALLY BEFORE ANY LOADS ARE APPLIED.

L. THE JOIST MANUFACTURER IS RESPONSIBLE FOR AND SHALL SUBMIT SHOP

DRAWINGS FOR APPROVAL. A CERTIFIED LETTER STATING ALL STANDARD JOISTS

CONFORM TO SJI SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER.

CERTIFIED CALCULATIONS BY AN ENGINEER REGISTERED IN THE STATE OF THE

PROJECT SHALL BE SUBMITTED FOR ALL JOIST GIRDERS AND SPECIAL JOISTS.

NON-COMPOSITE STEEL DECK

A. ALL STEEL DECK SHALL BE DESIGNED AND SELECTED IN ACCORDANCE

WITH THE SDI DESIGN MANUAL NO. 31.

B. STEEL DECK SHALL BE MANUFACTURED FROM STEEL CONFORMING TO

ASTM A1008 PAINTED GRADE 33 OR HIGHER (33 KSI YIELD STRENGTH)

WHERE APPLICABLE.

C. DECK ANCHORAGE SHALL BE MADE WITH 5/8" DIAMETER PUDDLE WELDS AT

SUPPORTS AND EDGES AND #10 TEK SCREWS AT SIDELAPS. FASTENER

PATTERNS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

1. 1-1/2" ROOF DECK: 36/4 PATTERN (12" ON CENTER) AT SUPPORTS AND

12" ON CENTER AT EDGES. PROVIDE (1) ONE SIDELAP FASTENERS PER

DECK SPAN.

D. ROOF DECK SHALL BE PAINTED TYPE B. WIDE RIB, DEPTH AND GAUGE AS

INDICATED ON THE DRAWINGS.

E. SUBMIT SHOP DRAWINGS FOR DECK PLACEMENT SHOWING DECK

CHARACTERISTICS, ANCHORAGE DETAILS AND ACCESSORIES.

F. PROVIDE REINFORCING AND CLOSURE STRIPS FOR ALL OPENINGS UP TO

13 INCHES IN ACCORDANCE WITH SDI MOC2, 2006. FOR OPENINGS LARGER

THAN 13 INCHES, FOLLOW TYPICAL FRAMED ROOF OPENING DETAIL

UNLESS NOTED OTHERWISE.

FASTENER 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

DATA WHICH SHOWS EQUIVALENT FASTENER CAPACITY. EMBEDMENT

DEPTH, FASTENER SPACING AND EDGE DISTANCES MUST BE CONSIDERED.

C. FASTENER TYPES:

ADHE…