090292Dwgs100 _030510.pdf

REPAIR ROOF BLDG 662

CONTACTS

CONTRACTING OFFICER'S REPRESENTATIVE

ARCHITECT & ENGINEERS

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

ARCHITECT: CRAIG SCHNEUER

E-MAIL: craig.schneuer@lhbcorp.com

MECHANICAL: STEWART CRAN

E-MAIL: stewart.cran@lhbcorp.com

ELECTRICAL: JOHN TOWNSEND

E-MAIL: john.townsend@lhbcorp.com

133rd AIR WING

MINNESOTA AIR NATIONAL GUARD

OFFICE OF THE BASE CIVIL ENGINEER

614 MILITIA DRIVE

ST. PAUL, MN 55111-4112

PHONE: (612) 713-2225

FAX: (612) 713-2234

CONTACT: MAJ. MIKE PIONTEK

DEPUTY BASE CIVIL ENGINEER

michael.piontek@ang.af.mil

Minnesota Air National Guard -

133rd AIR WING ST. PAUL, MN

PN: QJKL 072919

ABBREVIATIONS

SHEET INDEX

LOCATION MAP REFERENCE INDICATORS

ROOM NAME

MATERIAL

INDICATOR

SIZE

INDICATOR

SUB TYPE IDENTIFIER

LAYERS OF GYP BD/

COVERING INDICATOR

ELEVATION

INDICATOR

WALL/ PARTITION TYPE

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

L000

101A.1

M3 1A

POINT REFERENCED

ELEVATION

PLYWOOD

WOOD BLOCKING

MATERIALS

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

RIGID INSULATION (LARGE SCALE)

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL-LARGE SCALE

STONE

EXISTING (DETAILS/SECTIONS)

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 Acousical 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 System 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 Miscillaneous

Masonry Opening Mosure 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 Partical 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 Refigerator 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 Terrazo Tack Board Tongue and Groove Toilet Paper Dispenser Typical

Unexcavated Unfinished Unless Noted Otherwise Urnial

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

O

SYMBOL CHARACTERS

W, X, Y, Z

V

U

T

S

R

Q

P

H

I, J, K

L

M

N

O

D

E

F

G

C

B

GENERAL NOTES

THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS AND ALL OF THEIR

SUBORDINATES SHALL FAMILIARIZE THEMSELVES WITH ALL INFORMATION LOCATED

WITHIN THE MASTER LEGEND REGARDLESS OF TRADE INVOLVED PRIOR TO

CONSTRUCTION.

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

ORDINANCES, RULES AND REGULATIONS OF GOVERNMENT AUTHORITIES HAVING

JURISDICTIONS.

2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND ASSOCIATED

SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, CONDITIONS SHOWN IN

THE CONTRACT DOCUMENTS, AND EXISTING CONDITIONS PRIOR TO BIDDING.

ANY DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS SHALL BE REPORTED

IN WRITING.

3. DO NOT SCALE: DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER

SMALL SCALE. IMPERIAL DIMENSIONS GOVERN OVER METRIC.

4. THE CONTRACTING OFFICER SHALL CONDUCT A FIELD INSPECTION OF THE

PARTITION LAYOUT AT THE JOB SITE BEFORE THE WORK IS COMMENCED.

5. REFERENCES IN THE SPECIFICATIONS TO EQUIPMENT, MATERIAL, ARTICLES

OR PROCESSES BY BRAND NAME, TRADE NAME, MAKE OR CATALOG NUMBER,

SHALL BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND SHALL

NOT BE CONSTRUED AS LIMITING COMPETITION THE CONTRACTOR MAY AT ITS

OPINION, USE ANY EQUIPMENT, MATERIAL, ARTICLE, OR PROCESS THAT IN

THE JUDGEMENT OF THE CONTRACTING OFFICER, IS EQUAL TO THAT NAMED

IN THE SPECIFICATIONS, UNLESS OTHERWISE SPECIFICALLY PROVIDED IN

THIS CONTRACT.

6. 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.

7. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT"

WORK. WHEN INFORMATION IS INADEQUATE, REQUEST FURTHER

INSTRUCTIONS BEFORE PROCESSING.

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

9. 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.

10. CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, BASE,

CEILING, ETC. IN A WORKMANSHIP-LIKE MANNER TO MATCH THE SURROUNDING

SURFACE AREAS WHERE THERE IS DAMAGE BECAUSE OF REMOVAL OR

REPLACEMENT OF EXISTING CONSTRUCTION.

11. ALL ACTIVE TELEPHONE AND LOW VOLTAGE LINES IN PLENUM SPACES ABOVE THE

CEILING SHALL BE BOUND TOGETHER AND SUSPENDED FROM THE BUILDING

STRUCTURE. NO LINES SHALL BE ALLOWED TO REST ON THE CEILING GRID

STRUCTURE.

12. FIRE CAULK ALL PENETRATIONS THROUGH RATED WALL ASSEMBLIES THAT OCCUR

AS A RESULT OF THIS CONSTRUCTION.

13. IF NON-IDENTIFIED, POTENTIALLY HAZARDOUS MATERIAL IS ENCOUNTERED, DO

NOT DISTURB. CONTACT OWNER IMMEDIATELY TO ARRANGE FOR REMOVAL BY

OWNER (NIC).

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

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

15. REFER TO SPEC SECTION 01 2300 FOR BID OPTIONS.

16. DUAL DIMENSIONING IS USED ON PLANS WITH PRIMARY DIMENSIONS IN

MILLIMETERS (METRIC) AND FOOT AND INCHES (IMPERIAL) IN PARENTHESIS.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2008 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

133RD AW

ST.PAUL, MN

QJKL 072919

03-05-10 TYPE B 100%"

Q

P ro j\ D W G S R e vi t\

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B ld g

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C e n tr a l.

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133RD AW, ST. PAUL, MN

:3

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A M

MMH

CAS

090292

G0.01

PROJECT TITLE

SHEET

REPAIR ROOF

BUILDING 662

03-05-10

CRAIG SCHNEUER

20160

MINNESOTA AIR

NATIONAL GUARD

SHEET INDEX

SHEET

NO. SHEET NAME

G0.01 PROJECT TITLE SHEET

A2.21 ROOF PLAN

A2.22 ROOF DETAILS

E2.01 LIGHTNING PROTECTION AND

ELECTRICAL PLAN

E7.01 ELECTRICAL DETAILS

No Date Revision

D O

W N

E X

IS

T

IN

G

S L O

P E

D S

T R

U C

T U

R E

BOND DOWN CONDUCTOR

TO STEEL COLUMN AT TOP &

BOTTOM, & PLACES AT

PERIMETER

VERIFY USE OF EXISTING

CURBS AND EXHAUST

PENETRATIONS (REMOVE IF

DETERMINED TO BE INACTIVE).

LIGHTNING PROTECTION AIR

TERMINALS AT PERIMETER, 20'-

0" O.C. AND INTERIOR, 50'-0" O.C.

REMOVE EXIST BUILT-UP ROOF &

INSULATION TO DECK

CLEAN AND RE-PAINT

EXISTING METAL ROOF

PER SPECIFICATION

SECTION 099600.

REPLACEMENT ROOF SYSTEM:

- 6 MIL. POLYETHELENE VAPOR

BARRIER ON

EXISTING DECK.

- 5/8" GYPSUM BASED UNDERLAYMENT,

MECHANICALLY ATTACHED

- 5" POLYISO INSUL, ADHERED

- 60 MIL TPO, FULLY ADHERED

PROVIDE ROOF ACCESS

LADDER PER SPECIFICATION

SECTION 055133 AT THIS

LOCATION.

A2.21

A2.21 3

A2.21

EXISTING

SCUPPER

EXISTING

SCUPPER

EXISTING

SCUPPER

EXISTING

SCUPPER

EXISTING

SCUPPER

TAPERED

INSULATION

CRICKETS WITH

TAPER OF 1/8" /

FOOT

EXISTING CONDUIT PIPE

RESTING ON BLOCKS

1 1 1

3 3 3

D O

W N

E X

IS

T

IN

G

S L O

P E

D S

T R

U C

T U

R E

D O

W N

E X

IS

T

IN

G

S L O

P E

D S

T R

U C

T U

R E

D O

W N

E X

IS

T

IN

G

S L O

P E

D S

T R

U C

T U

R E

NEW ANTENNA MAST

(APPROX. LOCATION)

PROVIDE PER DETAIL

A2.22

A2.22

A2.22

A2.22

A2.22

20' LONG

TRAFFIC MAT

1 REMOVE EXISTING CURB AND NSTALL NEW DECKING

OVER EXISTING OPENINGS.

2 EXISTING CONDUIT ROUTED OVER ROOFTOP TO BE

RE-ROUTED BELOW ROOF. SEE ELECTRICAL DRAWINGS

AND SPECIFICATIONS.

3 REMOVE EXISTING, AND INSTALL NEW ROOF DRAIN

ASSEMBLY AND INSULATION FROM UNDERSIDE. SEE

MECHANICAL SPECIFICATIONS.

4 PRIME AND PAINT EXISTING GALVANIZED SHEET METAL

DUCTS AND VENTS PER SPECIFICATION SECTION

099600.

5 RAISE EXISTING VENTILATION CURB AS REQUIRED TO

PROVIDE MINIMUM 4" FLASHING CLEARANCE HEIGHT

FROM MEMBRANE TO TOP OF CURB. PROVIDE

ADDITIONAL HEIGHT AS REQUIRED BY MANUFACTURER

TO ACHIEVE WARRANTY. PROVIDE DUCT EXTENSIONS

AS REQUIRED.

6 EXTEND PLUMBING STACK TO 12" ABOVE NEW ROOF

SURFACE. PROVIDE NEW FROSTPROOF VENT

FLASHING.

KEYED NOTES

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2008 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

133RD AW

ST.PAUL, MN

QJKL 072919

03-05-10 TYPE B 100%"

Q

P ro j\ D W G S R e vi t\

A

B ld g n tr a l.

rv t

133RD AW, ST. PAUL, MN

:0

A M

MMH

CAS

090292

A2.21

ROOF PLAN

REPAIR ROOF

BUILDING 662

03-05-10

CRAIG SCHNEUER

20160

MINNESOTA AIR

NATIONAL GUARD

1/8" = 1'-0"1

ROOF PLAN

NORTH

12" = 1'-0"2

EXIST 662 ROOF - LOOKING SOUTH-EAST

12" = 1'-0"3

EXISTING METAL ROOF

12" = 1'-0"4

PROPOSED EXTERIOR ROOF ACCESS LADDER LOCATION

PRIME AND PAINT METAL DUCTS

AND VENTS AS NOTED IN NOTE

PAINT PER SPECIFICATION

SECTION 09 9600.

CLEAN, PREP AND REPAINT

EXISTING METAL ROOFING PER

SPECIFICATION SECTION 09 9600.

BID OPTION:

PROVIDE ROOF ACCESS LADDER

PER SPECIFICATION SECTION 05

5133 AT THIS LOCATION

2 4 2

PREFINISHED METAL FLASHING

TPO MEMBRANE

3/4" PLYWOOD

EXISTING

WOOD

BLOCKING

(2) 2 1/2" LAYERS

OF

POLYISOCYANUR

ATE INSULATION

BOARD

5/8" GYPSUM BOARD

DECKING

MECHANICALLY

FASTENED TO METAL

DECK

6 MIL.

POLYETHELENE

VAPOR RETARDER

LOOSE LAID OVER

DECK

3� 4�

SEE NOTE #5 - SHEET

A2.21

PREFINISHED

METAL FLASHING

TPO MEMBRANE

EXISTING

WOOD

BLOCKING

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD

DECKING MECHANICALLY

FASTENED TO METAL

DECK

6 MIL. POLYETHELENE

VAPOR RETARDER

LOOSE LAID OVER DECK

3/4" PLYWOOD

PREFINISHED

METAL CAP

FLASHING

TPO MEMBRANE

3/4" PLYWOOD

EXISTING

WOOD

BLOCKING

EXISTING BRICK

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD

DECKING MECHANICALLY

FASTENED TO METAL

DECK

6 MIL. POLYETHELENE

VAPOR RETARDER

LOOSE LAID OVER DECK

FASTENER WITH NEOPRENE WASHER

M

IN

KEEPER STRIP

SEALANT

LIGHTNING ROD BRACKET

(SEE ELECTRICAL)

M

IN

1 SEALANT

TPO MEMBRANE

EXISTING BRICK

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD

DECKING MECHANICALLY

FASTENED TO METAL DECK

6 MIL. POLYETHELENE

VAPOR RETARDER LOOSE

LAID OVER DECK

SLOPED CRICKET

INSULATION

M

IN

PREFINISHED

METAL CAP

FLASHING

3/4" PLYWOOD

EXISTING

WOOD

BLOCKING

FASTENER WITH

NEOPRENE WASHER

KEEPER STRIP

SEALANT

LIGHTNING ROD BRACKET

(SEE ELECTRICAL)

M

IN

SEALANTPREFINISHED METAL CAP FLASHING

TPO MEMBRANE

3/4" PLYWOOD

EXISTING

WOOD

BLOCKING

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD

DECKING MECHANICALLY

FASTENED TO METAL

DECK

6 MIL. POLYETHELENE

VAPOR RETARDER LOOSE

LAID OVER DECK

FASTENER WITH NEOPRENE WASHER

PREFINISHED METAL FLASHING

TPO MEMBRANE

3/4" PLYWOOD

EXISTING WOOD

BLOCKING

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD

DECKING MECHANICALLY

FASTENED TO METAL DECK

6 MIL. POLYETHELENE

VAPOR RETARDER LOOSE

LAID OVER DECK

FASTENER WITH NEOPRENE WASHER

CRICKET INSULATION

SEALANT

TPO MEMBRANE

EXISTING BRICK

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD

DECKING MECHANICALLY

FASTENED TO METAL DECK

6 MIL. POLYETHELENE

VAPOR RETARDER LOOSE

LAID OVER DECK

SLOPED CRICKET

INSULATION

SCUPPER INSERT

M

IN

PREFINISHED

METAL CAP

FLASHING

3/4" PLYWOOD

EXISTING WOOD

BLOCKING

FASTENER WITH

NEOPRENE WASHER

KEEPER

STRIP

SEALANT

LIGHTNING ROD BRACKET

(SEE ELECTRICAL)

M

IN

3/4" PLYWOOD

EXI

ST�

G

UY

ATTACHM

EN

T

6�

M I N

ABOVE

1�

7� 8�

M

IN

A

B O

V E

E X

IS

T

IN

G

G U

Y A

T T

A C

H M

E N

T

CENTERING RING PLATE OR

SET SCREWS W/ WATER TIGHT

SEAL - DO NOT DRILL ANTENNA

SHAFT.

REMOVE EXISTING GUY

WIRES & ATTACHMENT

REMOVE EXISTING TIMBER

AND BALLAST BASE

5/16" (MIN) U-BOLT OR

APPROVED FASTENER,

TOP AND BOTTOM

WELDED SLIP STOPS OR

SIMILAR MECHANISM TO

PREVENT PIPE SLIPPAGE

P 3/16" BASEPLATEL

EXISTING 40LH

BAR JOIST (TYP)

/ 4"X4"X1/4" TOP AND BOTTOM

LINDAPTER OR EQUAL

BOLTED NO-DRILL

CONNECTIONS OR

FIELD WELDED &

PAINTED TOP & BOTTOM

(TYPICAL)

V E

R

IF

Y E

X

IS

T

IN

G G

U Y

H E

IG

H

T

2 1/2" STANDARD

SCHEDULE 40 PIPE

TPO FLASHING BOOT

ROOF DRAIN ASSEMBLY

TPO MEMBRANE

(2) 2 1/2" LAYERS OF

POLYISOCYANURATE

INSULATION BOARD

5/8" GYPSUM BOARD DECKING

MECHANICALLY FASTENED TO

METAL DECK

6 MIL. POLYETHELENE VAPOR

RETARDER LOOSE LAID OVER

DECK

T Y

P

R O

O F

A S

S E

M B

L Y

MEMBRANE ROOFING

PRE-MOLDED PIPE

FLASHING

STAINLESS STEEL

CLAMPING RING

PIPE 1/2" O MIN.

6 1/2" O MAX.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2008 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

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.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

133RD AW

ST.PAUL, MN

QJKL 072919

03-05-10 TYPE B 100%"

Q

P ro j\ D W G S R e vi t\

A

B ld g n tr a l.

rv t

133RD AW, ST. PAUL, MN

:0

A M

MMH

CAS

090292

A2.22

ROOF DETAILS

REPAIR ROOF

BUILDING 662

03-05-10

CRAIG SCHNEUER

20160

MINNESOTA AIR

NATIONAL GUARD

3" = 1'-0"7

MECHANICAL CURB

3" = 1'-0"3

CONTRACTION JOINT

3" = 1'-0"4

SHORT PARAPET

3" = 1'-0"1

TALL PARAPET

3" = 1'-0"2

EXPANSION JOINT

3" = 1'-0"6

ROOF/WALL CONNECTION

3" = 1'-0"5

SCUPPER DETAIL

1" = 1'-0"8

ANTENNA SUPPORT @ ROOF

3" = 1'-0"9

ROOF DRAIN DETAIL

3" = 1'-0"10

VENT STACK FLASHING (TYP.)

GENERAL SHEET NOTES KEYED SHEET NOTES

DN

DN

GND ROD

GND ROD

DNGND ROD

DN

GND ROD

DN

GND ROD

DN

GND ROD

ANT

DN

GND ROD

DN

GND ROD

1 1

CU-P

CU-P

CU-P CU-P

CU-P

AL-M

AL-M

CU-P

AL-M

CU-P CU-P

CU-P

CU-P CU-P CU-P CU-P CU-P CU-P

AL-M

AL-M

AL-M AL-M

AL-M

AL-M

CU-P CU-P

CU-P

CU-P

CU-P

CU-F

AL-M AL-M

CU-P CU-P

CU-P

AL-S

AL-S

AL-S

AL-S

AL-S

AL-S

AL-S AL-S AL-S

AL-S

AL-M AL-M

CU-F

AL-M

AL-M AL-M

CU-F

MB

MB

MB

MB

MB

ARRESTER

CU-P CU-P

CU-P

CU-PCU-P CU-P

BIMETAL

SPLICER

(4)

(4)

(2)

SPD

MAIN SWBD

(EXISTING)

INSIDE BLDG

WATER

SERVICE

INSIDE BLDG

8 8

A. ELECTRICAL CONTRACTOR SHALL BE RESPONSABLE FOR

WIRING ALL ELECTRICAL ITEMS SHOWN ON THE DRAWINGS.

B. ALL UNDERGROUND CONNECTIONS OF GROUNDING

CONDUCTORS AND LIGHTNING PROTECTION SHALL BE BY

EXOTHERMIC WELD, ALL BUILDING CONNECTIONS TO

STRUCTURAL STEEL SHALL BE BY EXOTHERMIC WELD.

C. LOCATE ALL GROUND RODS 6096mm (20'-0") FROM BUILDING

FOUNDATION. MINIMUM BURIAL DEPTH OF CONDUCTOR

762mm (30").

D. ALL DOWN CONDUCTORS AND MAIN CONDUCTORS OF

LIGHTNING PROTECTION SYSTEM SHALL BE 17 GUAGE 32

STRAND COPPER (65,536 CM).

E. NO BEND OF A CONDUCTOR SHALL FORM AN INCLUDED ANGLE

OF LESS THAN 90 DEGREES, NOR SHALL IT HAVE A RADIUS OF

BEND LESS THAN 203mm (8").

F. ALL MAIN CONDUCTORS SHALL BE COPPER EXCEPT WHERE

ALUMINUM IS REQUIRED AT MECHANICAL EQUIPMENT.

PROVIDE BIMETAL SPLICER AT TRANSITION TO ALUMINUM.

G. MOUNT STANDOFF PARAPET BASES BENEATH FLASHING.

PROVIDE SEALANT AS NECESSARY FOR INTEGRITY OF ROOF

WARRANTEE.

1 BOND TO METAL BODY PENETRATING ROOF, TYPICAL WHERE

DENOTED BY "MB".

AIR TERMINALS, MOUNTING BASES, CONDUCTORS, AND OTHER

LIGHTING PROTECTION COMPONENTS ON METAL ROOF SHALL

BE ALUMINUM. PROVIDE BIMETAL ROOF PENETRATION,

CONDUCTORS INSIDE SHALL BE COPPER.

BOND TO ANTENNA STRUCTURE. PROVIDE LIGHTING

ARRESTER AT CABLE PENETRATION INSIDE STRUCTURE, BOND

TO STEEL STRUCTURE WITH #10 AWG CU.

BOND DOWN CONDUCTOR TO TOP OF STEEL COLUMN. ROUTE

DOWN CONDUCTOR INSIDE THE GAP BETWEEN CMU AND

STEEL COLUMN WEB. REMOVE ONE CMU BLOCK NEAR BASE OF

COLUMN AND BOND DOWN CONDUCTOR TO COLUMN. CORE

DRILL ADJACENT CMU (BENEATH REMOVED CMU), PROVIDE

PVC SLEEVE, AND ROUTE DOWN CONDUCTOR THROUGH

SLEEVE. CONNECT TO THRU-WALL CONNECTOR, CONNECT TO

GROUND ROD AND GROUND RING ELECTRODE. PROVIDE

ACCESS PANEL AT REMOVED CMU BLOCK.

BOND DOWN CONDUCTOR TO TOP OF STEEL COLUMN, ROUTE

IN PVC CONDUIT TO BASE OF COLUMN, AND BOND TO STEEL.

CONNECT TO THRU-WALL CONNECTOR, CONNECT TO GROUND

ROD AND GROUND RING ELECTRODE.

BOND TO ALUMINUM LADDER.

PROVIDE TYPE 1 SPD FOR ELECTRICAL SERVICE. CONNECT

AHEAD OF MAIN SWITCH, MAXIMUM LEAD LENGTH 610mm (24").

VERIFY THAT GROUNDING ELECTRODE CONDUCTOR IS

BONDED TO WATER SERVICE AND NEAREST STRUCTURAL

STEEL COLUMN WITH #3/0 Cu, PROVIDE IF NECESSARY.

SAWCUT AND PATCH BITUMINOUS PAVEMENT AS REQUIRED

FOR INSTALLATION AND CONNECTIONS TO GROUND ROD.

DIRECTIONAL BORE BENEATH CONCRETE. RESTORE TO MATCH

EXISTING CONDITIONS.

DISCONNECT AND REMOVE EXISTING CONDUIT ROUTED OVER

ROOFTOP. PROVIDE CONDUIT AND CONDUCTORS INSIDE

STRUCTURE TO SERVE EXISTING MECHANICAL EQUIPMENT ON

ROOF. FIELD VERIFY CONDUIT AND CONDUCTOR SIZE

REQUIRED.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2009 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

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:

133RD AW

MPLS / ST.PAUL IAP

QJKL 072919

133RD AW, ST. PAUL, MN

03-05-10 TYPE B 100%

C

R e vi t

Lo c a l F ile s

B ld g

E le c tr ic a l M E P n tr a lw lw e d a n .r vt

:1 :3

P M

WLW

LRH

090292

E2.01

LIGHTNING

PROTECTION AND

ELECTRICAL PLAN

REPAIR ROOF

BUILDING 662

JOHN TOWNSEND

4036003-05-10

MINNESOTA AIR

NATIONAL GUARD

1/8" = 1'-0"1

LIGHTNING PROTECTION AND ELECTRICAL PLAN

COPPER LOOP CABLE

HOLDER AT (3'-0") 0/C

STANDOFF PARAPET

MOUNT POINT BASE

SOLID COPPER BLUNT

TIP AIR TERMINAL

203.2mm (8")

BARE COPPER

CONDUCTOR

COPPER BLUNT TIP

AIR TERMINAL

FLAT MOUNT POINT BASE

BARE ALUM CONDUCTOR

COPPER LOOP CABLE

HOLDER (3'-0") 0/C

COPPERCLAD

GROUND ROD

PER SPECIFICATION

SECTION 26 0526

EXOTHERMIC CONNECTION

PARALLEL SPLICER

BIMETAL SPLICER

EXOTHERMIC

CONNECTION

COPPERCLAD

GROUND ROD

PER SPECIFICATION

SECTION 26 0526

EXOTHERMIC

CONNECTION

PARALLEL CABLE SPLICER

FLAT MOUNT POINT

BASE - ALUMINUM

14Ga 24St BARE ALUM CONDUCTOR

SOLID ALUMINUM

AIR TERMINAL

FINAL THRU-ROOF FLASHING

BY ROOFING CONTRACTOR

PVC SLEEVE TO BE FURNISHED

AND INSTALLED BY ELECTRICAL

CONTRACTOR

27 (1") PVC PIPE CAP

203mm

(8" MAX.)

THRU ROOF CONNECTOR

32Ga 17St BARE

CU CONDUTOR

13mm (1/2") STAINLESS

NUT AND WASTER

13mm (1/2") STAINLESS

STEEL RISER

SR

*** DISTANCE TO HIGHEST OPERABLE PART OF EQUIPMENT

72"** CIRCUIT BREAKER PANEL

ALL DISTANCES ARE TO CENTER OF DEVICE OR EQUIPMENT UNLESS OTHERWISE NOTED. DEVICES INDICATED AT 48" MAY NOT BE INSTALLED WITH ANY OPERABLE PART HIGHER THAN 48". DEVICES MAY BE INSTALLED IN

CONCRETE MASONRY UNITS WITH THE TOP OF THE DEVICE AT 48".

** DISTANCE TO TOP OF EQUIPMENT OR DEVICE

72"**

72"**

T1

POWER OR DISTRIBUTION PANEL

TRANSFORMER (TYPE DENOTED)

SPECIAL CABINET (TYPE DENOTED)

HT AFF SYMBOL

GROUND CONNECTION - EXOTHERMIC WELD

GROUND CONNECTION TO STEEL OR STRUCTURE

GROUND ROD (PLAN VIEW)

DESCRIPTION

**** DISTANCE BELOW CEILING

ANTENNA

***** DISTANCE TO BOTTOM OF DEVICE

CONDUIT TRANSITION DOWN

CONDUIT TRANSITION UP

CONDUIT EXPOSED

SURFACE RACEWAY

CONDUIT STUBBED OUT

CONDUIT CONCEALED BELOW FLOOR

CONDUIT CONCEALED IN WALL OR OVERHEAD

LIGHTNING PROTECTION CONDUCTOR SPLICE

ELECTRICAL SYMBOL LEGEND

LIGHTNING PROTECTION AIR TERMINAL (TYPE DENOTED)

AIR TERMINAL SCHEDULEAIR TERMINAL SCHEDULEAIR TERMINAL SCHEDULEAIR TERMINAL SCHEDULE

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

COPYRIGHT 2009 BY LHB, INC. ALL RIGHTS RESERVED

http://www.LHBcorp.com

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

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:

133RD AW

MPLS / ST.PAUL IAP

QJKL 072919

133RD AW, ST. PAUL, MN

03-05-10 TYPE B 100%

C

R e vi t

Lo c a l F ile s

B ld g

E le c tr ic a l M E P n tr a lw lw e d a n .r vt

:1 :3

P M

WLW

LRH

090292

E7.01

ELECTRICAL

DETAILS

REPAIR ROOF

BUILDING 662

JOHN TOWNSEND

4036003-05-10

MINNESOTA AIR

NATIONAL GUARD

1 : 11

COPPER AIR TERMINAL DETAIL

1 : 12

FLAT ROOF AIR TERMINAL INSTALLATION DETAIL

1 : 13

GROUND CONDUCTOR SPLICING & WELDING DETAIL

1 : 14

MECHANICAL EQUIPMENT AIR TERMINAL INSTALLATION DETAIL

1 : 15

ROOF CABLE PENETRATION DETAIL

TYPE DESCRIPTION MANUFACTURER MODEL

CU-P 610mm (24") COPPER AIR TERMINAL MOUNTED ON STANDOFF PARAPET BASE THOMSON 572E

678LA

CU-F 610mm (24") COPPER AIR TERMINAL MOUNTED ON FLAT BASE. THOMSON 572E 688C

AL-S 610mm (24") ALUMINUM AIR TERMINAL MOUNTED ON SWIVEL BASE. THOMSON A571 A30

AL-M 610mm (24") ALUMINUM AIR TERMINAL MOUNTED ON MECHANICAL EQUIPMENT.

PROVIDE BIMETAL MECHANICAL EQUIPMENT BASE 702 WHERE APLICABLE

THOMSON A571

A611