Attach 3 - RVKQ 24-0003 -As-Built Drawing Pages -Repair Army Reserve Roof at B2503 -22MAY24.pdf

RECORD DRAWING AS-BUILT

DATE: 08.31.10

PROJECT NUMBER: 270574

VOLUME 2 OF 2

ARCHITECTURAL:

TCI Architects, Engineers, Contractor, Inc.

Ernest Tourville 1718 State Road 16 La Crosse, Wl54601

(608) 781-5700 etou rvi I le@tciaec.com

CIVIL/LANDSCAPE CONSULTANT:

Larson Engineering, Inc.

Sandy McClaine 2801 E. Enterprise Avenue Suite 200 Appleton, WI 54913-7889 920-734-9867 smcclaine@larsonengr.com

COMMUNICATIONS CONSULTANT:

Faith Technologies, Inc.

dba Town & Country Electric Larry Morrow, Division Manager 709 Gillette Street, Suite 1 La Crosse, Wl64603 608-782-0516 Larry. Morrow@faith-tech no log ies. com

INTERIOR DESIGN:

Pertzsch Design, Inc.

Kate Pertzsch, NCIDQ 023649 400 Main Street, Suite 300 La Crosse, WI 608-782-1199 kate@pertzschdesign.com

OMS UHS ASH BAY

NIAGARA FALLS ARS, NY

SOLICITATION#: W912QR-07-R-0067

CONTRACT #: W912QR-08-C-0015

TCI Architects/ Engineers/ Contractor, Inc.

1718 State Road 16 La Crosse, Wisconsin 54601 Phone: (608) 781-5700 www.tciaec.com

STRUCTURAL CONSULTANT:

TCI Architects, Engineers, Contractor, Inc.

Kimberly Marinelli P.E.

1718 State Road 16 La Crosse, WI 54601

(608) 781-5700 kmarinelli@tciaec.com

MECHANICAL/ ELECTRICAL CONSULTANT:

Gausman and Moore Associates, Inc.

Dan Fox, Mechanical Engineer dfox@gausman.com Steve Schroeder, Electrical Project Manager sschroeder@gausman.com 700 Rosedale Towers 1700 West Highway 36 Roseville, MN 55113 651-639-9606

Fl RE PROTECTION:

Davis-Ulmer Sprinkler Co., Inc.

Jim Ehrig One Commerce Drive Amherst, NY 14228 716-691-1230 Jim.Ehrig@davisulmer.com

G-001

AS-BUILTS

1572628643C Text Box Selected Pages from August 31, 2010 Original Construction Project As-Built Construction Drawings for NFARS Building 2503 - Note: Pages are not all inclusive.

Contractor to field verify all dimensions.

A I

A I

AB

ABSW

ABV

A/C

ACST

ACT

ACU

ADDL

ADJ

A.F.F.

AGGR

AHU

AL

ALTN

AMP

AP

APPROX

ARCH

ASPH

ASTM

ATTEN

AUTO

AUX

AVG

AWG

BCCMP

BD

BLDG

BLK

BM

BOT

BRG

BRK

BTU

BUR

C

CAP

cc c-c

CEM

CFH

CFM

CHG

CHW

Cl

CIP

CJ

CKT

CLG

CLO

CLR

CMP

CMU

CND

CNDS

co cw

COL

CONC

COND

CONN

CONSTR

CONT

CONTD

CONV

COP

CORR

CP

CPE

CPLG

CPT

CSPE

CSK

CT

CTR

cu

CU FT

CU YD

CUR

CV

B

ANCHOR BOLT

AIR BREAK SWITCH

ABOVE

AIR CONDITIONING

ACOUSTIC

ABOVE COUNTER TOP

AIR CONDITIONING UNIT

ADDITIONAL

ADJACENT, ADJUSTABLE

ABOVE FINISHED FLOOR

AGGREGATE

AIR HANDLING UNIT

ALUMINUM

AL TERNA TE

AMPERE

ACCESS PANEL

APPROXIMATELY

ARCHITECTURE

ASPHALT

I

AMERICAN SOCIETY FOR TESTING MATERIALS

ATTENUATE

AUTOMATIC

AUXILIARY

AVERAGE

AMERICAN WIRE GAGE

BITUMINOUS COATED CORRUGATED METAL PIPE

BOARD

BUILDING

BLOCK

BEAM, BENCH MARK

BOTTOM

BEARING

BRICK

BRITISH THERMAL UNIT

BUil T - UP ROOF

CONVERTOR, CONDUIT

CAPACITY, CAPACITOR

COOLING COIL

CENTER TO CENTER

CEMENT

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CHARGE

CHILLED WATER

CAST IRON

CAST IRON PIPE

CONTROL JOINT

CIRCUIT

CEILING

CLOSET

CLEAR

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CONDUIT

CONDENSATE

CLEANOUT

COLD WATER

COLUMN

CONCRETE

CONDUCTOR, CONDENSER

CONNECTION

CONSTRUCTION

CONTINUOUS, CONTROL

CONTINUED

CONVERTER

COPPER

CORRUGATE

CIRCULATING PUMP

CHLORINATED POLYETHYLENE

COUPLING

CARPET

CHLOROSULFONATED POLYETHYLENE

COUNTERSINK

CERAMIC TILE

CENTER

CUBIC, COPPER

CUBIC FEET

CUBIC YARD

CURRENT

CHECK VALVE

B I

C

D

DA

DAU

DB

DET

DIA

DIM

DIP

DISC

DISCH

DL

DN

DOD

DP

DR

DS

DWP

DWG

DWH

E

EA

EF

EIFS

EL

ELEC

ELEV

EMER

EMT

ENTR

EPA

EPDM

EQL.

EQUPT.

ER

EW

EWC

EXH

EXST

EXP

EXP JT

EXT

F

FB

FC

FD

FDN

FDR

FEC

FEXT

FFE

FHC

FH

FIG

FL

FLA

FLEX

FLL

FLMB

FLOUR

FNSH

FR

FRP

FRT

FS

FT

FTG

FU

GA

GAL

GALV

GCMU

GIS

GL

GND

GP

GPH

GPM

GR

GSU

GV

GWB

C

I

DEEP

DRIP ASSEMBLY

DILUTION AIR UNIT

DRY BULB

DETAIL

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DISCONNECT

DISCHARGE

DEAD LOAD

DOWN

DEPARTMENT OF DEFENSE

DISTRIBUTION PANEL

DOOR

DOWNSPOUT

DRINKING WATER DISPENSER

DRAWING

DOMESTIC WATER HEATER

EAST

EACH

EACH FACE, EXHAUST FAN

EXTERIOR INSULATION FINISH SYSTEM

ELEVATION, EXHAUST LOUVER

ELECTRIC

ELEVA TE, ELEVA TOR

EMERGENCY

ELECTRICAL METALLIC TUBING

ENTRANCE

EFFECTIVE PROJECTED AREA

ETHELENE PROPOLENE DIANENE MONOMER

EQUAL

EQUIPMENT

EXHAUST REGISTER

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPANSION

EXPANSION JOINT

EXTERIOR

FAHRENHEIT, FACE

FIELD BOLTED

FLEXIBLE CONNECTION

FLOOR DRAIN

FOUNDATION

FEEDER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FINISH FLOOR ELEVATION

FIRE HOSE CABINET

FIRE HYDRANT

FIGURE

FLOOR

FULL - LOAD AMPERES

FLEXIBLE

FLOW LINE

FLAMMABLE

FLOURESCENT

FINISH

FRAME

FIBERGLASS REINFORCED POLYESTER

FIRE RETARDENT TREATMENT

FULL SIZE, FLOOR SINK

FORT, FOOT, FEET, FLASH TANK

FOOTING

FUSE

GAGE

GALLON

GALVANIZED

GLAZED CONCRETE MASONRY UNIT

GEOGRAPHIC INFORMATION SYSTEM

GLASS

GROUND

GUARD POST

GALLONS PER HOUR

GALLONS PER MINUTE

GRADE

GLAZED STRUCTURAL UNIT

GATE VALVE, GLOBE VALVE

GYPSUM WALL BOARD

I

D

GYP

HB

HC

HDW

HDWL

HGT

HID.

HIT

HM

HORIZ

HP

HR

HSV

HTG

HTR

HW

HVY

ID

IDENT

IL

IN

INC

INSUL

INTR

INVT

JT

J

JB

JCT

KCMIL

KO

KV

KVA

KVAR

KW

KWH

LA

LAV

LAM

LB

LG

LIQ

LP

LTG

LV

MACH

MAINT

MAN

MFR

MATL

MAX

MBH

MCB

MCC

MDP

MECH

MET

MH

MIN

MISC

MK

MLO

MN

MO

MOD

MP

MT

MTD

MTG

MTL

MKA

N

NC

NEC

NEMA

D

I

GYPSUM

HOSE BIB

HEATING COIL

HARDWARE

HEADWALL

HEIGHT

HIGH INTENSITY DISCHARGE

HIGH INTENSITY TUNGSTEN

HOLLOW METAL

HORIZONTAL

HORSEPOWER, HIGH PRESSURE

HOUR

HOMOGENEOUS SHEET VINYL

HEATING

HEATER

HOT WATER

HEAVY

INSIDE DIAMETER

IDENTIFICATION

INTAKE LOUVER

INCH

INCANDESCENT

INSULATION

INTERIOR

INVERT

JOINT

JOIST

JUNCTION BOX

JUNCTION

1000 CIRCULAR MILS

KNOCK OUT

KILOVOLT

KILOVOLT - AMPERE

KILOVOLT AMPS REACTIVE

KILOWATT

KILOWATT HOUR

LIGHTNING ARRESTOR

LAVATORY

LAMINATE

POUND

LENGTH, LONG

LIQUID

LOW PRESSURE

LIGHTING

LOW VOLTAGE

MACHINE

MAINTENANCE

MANUAL

MANUFACTURE

MATERIAL

MAXIMUM

THOUSAND BTU PER HOUR

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN DISTRIBUTION PANEL

MECHANICAL

METAL

MANHOLE, METAL HALIDE

MINIMUM, MINUTE

MISCELLANEOUS

MARK

MAIN LUGS ONLY

MAIN

E

MOTOR-OPERATED, MASONRY OPENING, MONTH

MODEL (FOR GENERAL USE ONLY), MODIFY,

MOTOR OPERATED DAMPER

MEDIUM PRESSURE

MOUNT

MOUNTED

MOUNTING

METAL

MAKE UP AIR UNIT

NORTH

NORMALLY CLOSED

NATIONAL ELECTRIC CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

I E

I

NEUT

NFPA

NIC

NO

NOM

NTS

OA

oc

OD

OPN

OPNG

OPH

OVHD

PB

PD

PH

Pl

PIB

PIV

PL

PLAS

PLYWD

PNL

PNT

P.O.C.

POL

PR

PRELIM

PRESS

PRI

PRV

PS

PSF

PSI

P.T.

PT

PT'D

P.U.F.

PVC

QFT

QT

QTY

QUAL

R

RA

RAD

RCP

RCPT

RD

RDC

RDCN

REINF

REQD

RET

REV

RG

RGS

RLT

RM

RMC

R.O.

RND

RPM

RST

s

SAN

SCHED

SD/SVT

SD CFM

SECT

SVCE

SGL

SH

SIM

SLP

SMH

SOL

SP

F

NEUTRAL

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOT TO SCALE

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OPERATION

OPENING

OPPOSITE HAND

OVERHEAD

PULL BOX, PUSH BUTTON

PUMP DISCHARGE

PHASE

POINT OF INTERSECTION

POLYISOBUTYLENE

POST INDICATOR VALVE

PLATE

PLASTER

PLYWOOD

PANEL

PAINT

POINT OF CONNECTION

POLISH

PAIR

PRELIMINARY

PRESSURE

PRIMARY

PRESSURE REDUCING VALVE

PULL SWITCH

POUND FORCE PER SQUARE FOOT

POUND FORCE PER SQUARE INCH

PRESERVATIVE TREATMENT

POINT

PAINTED

POLYURETHANE FOAM

POLYVINYL CHLORIDE

QUARTZ FLOOR TILE

QUARRY TILE, QUART

QUANTITY

QUALITY

RISER, RADIUS

RETURN AIR

RADIUS

REINFORCED CONCRETE PIPE,

RECIRCULATING PUMP

RECEPTACLE

ROAD, ROOF DRAIN

REDUCE

REDUCTION

REINFORCE

REQUIRED

RETAIN

REVISION

RETURN GRILLE

RIGID GALVANIZED STEEL

RUBBER LANDING TILE

ROOM

RIGID METAL CONDUIT

ROUGH OPENING

ROUND

REVOLUTIONS PER MINUTE

RUBBER STAIR TREADS

SOUTH

SANITARY

SCHEDULE

STATIC DISSIPATIVE SOLID VINYL TILE

SUPPLY DIFFUSER (HVAC)

SECTION

SERVICE

SINGLE

SHEET, SHOWER

SIMILAR

SLOPE

SANITARY MANHOLE

SOLENOID

SINGLE POLE, SPACING, SPARE

I F

I

SPEC

SPR

SPRT

SQ

SQ FT

SR

ss S.S.T.

ST

STA

STD

STL

ST PR

STR

STRL

SUSP

SVT

SW

SYS

TAN

T & B

TBM

TC

TOH

TEL

TEMP

TERM

TG

THK

THR

THRU

TOM

TOS

TOW

TSCT

TYP

u

UGND

UH

UL

UNO

UPS

URN

us

UTIL

V

VAC

vc

VCP

VCT

VEL

VENT

VERT

VEST

VOL

VR

vs

VTR

w W/ W/0

WC

WD

WHA

WI

WL

WRGWB

ws

WT

WTHPRF

WTR

WWM

XBRA

XFMR

XSTR

YD

YR

G

SPECIFICATION

SINGLE PLY ROOF

SUPPORT

SQUARE

SQUARE FOOT

SUPPLY REGISTER

SERVICE SINK

STAINLESS STEEL

STEAM, STREET

STATION

STANDARD

STEEL

STATIC PRESSURE

STRAIGHT, STRENGTH,

STREAM, STRAINER

STRUCTURAL

SUSPEND

SOLID VINYL TILE

SWITCH, SOLID WOOD

SYSTEM

TANGENT

TOP AND BOTTOM

TEMPORARY BENCH MARK

TOP OF CURB

TOTAL DYNAMIC HEAD

TELEPHONE

TEMPERATURE

TERMINAL

TRANSFER GRILLE

THICK

THRESHOLD

THROUGH

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

THIN SET CERAMIC TILE

TYPICAL

UNION

UNDERGROUND

UNIT HEATER

UNDERWRITERS LABORATORY

UNLESS NOTED OTHERWISE

UNINTERUPTABLE POWER SUPPLY

URINAL

UNITED STATES

UTILITY

VOLT, VALVE

VACUUM

VITRIFIED CLAY

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VELOCITY

VENTILATION

VERTICAL

VESTIBULE

VOLUME

VAPOR RETARDER

VENT STACK

VENT THROUGH ROOF

WEST, WA TT, WIDTH, WASTE

WITH

WITHOUT

WATER CLOSET

WOOD, WINDOW DIMENSION

WATER HAMMER ARRESTOR

WROUGHT IRON

WATER LEVEL

WATER RESISTANT GYPSUM

WALL BOARD

WASTE STACK, WATER SURFACE

WEIGHT

WEATHERPROOF

WATER

WELDED WIRE MESH

CROSS BRACING

TRANSFORMER

EXTRA STRONG

YARD

YEAR

I G

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ARNG EQUIPMENT LOT

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AFRC -

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POV PARKING

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1572628643C Oval

1572628643C Typewritten Text Army Reserve Building 2503 Footprint

1572628643C Line

1572628643C Line

A I B I

A I B

C I D

GEOTECHNICAL REPORT NOTES

GENERAL:

1) REFER TO GEOTECHNICAL REPORT BY BARRON AND ASSOCIATES, P.C., DATED

NOVEMBER 20, 2008 FOR RECOMMENDATIONS. BASIC GUIDELINES ARE LISTED

BELOW. BARRON AND ASSOCIATES WILL BE REFERRED TO AS THE

GEOTECHNICAL ENGINEER.

2) DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF (VERIFIED).

3) THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER DURING

FOUNDATION EXCAVATION. CONTRACTOR MUST DISCUSS OVER EXCAVATION

AND BACKFILL REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT AND

THE CONTRACT DOCUMENTS WITH THE GEOTECHNICAL ENGINEER.

4) THE GEOTECHNICAL ENGINEER SHALL IDENTIFY AREAS OF POOR SOILS,

MONITOR PROPER SUB-GRADE PREPARATIONS AND OVERSEE AND TEST THE

COMPACTED PLACEMENT OF COMPACTED FILL MATERIAL.

5) FOUNDATION EXCAVATIONS SHALL BE CHECKED AND APPROVED BY THE

GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF ANY CONCRETE.

6) FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND

STANDING WATER.

7) WHERE FILL IS REQUIRED BELOW FLOOR SLABS AND FOOTINGS, SELECT

GRANULAR FILL GRADATION REQUIREMENTS ARE LISTED IN THE GEOTECH

REPORT. ALSO ACCEPTABLE AS SELECT GRANULAR FILL IS NY STATE DOT

TYPE 2 MATERIAL OR SHALL HAVE A MAXIMUM SIZE OF2" OR LESS, LESS

THAN 65% PASSING THE 1 / 4" SIEVE AND LESS THAN 1 0% PASSING THE 200

SIEVE. GRANULAR FILL SHALL MEET THE DESIGNATION OF ASTM D2487

CLASSIFICATION OF GW WITH A MAXIMUM OF 1 0% PASSING THE 200 SIEVE.

8) ADDITIONAL DEFINITIONS OF UNACCEPTABLE MATERIAL, UNSUITABLE MATERIAL,

ORDINARY FILL, SAND AND GRAVEL, AND CRUSHED STONE CAN BE FOUND IN

THE GENERAL EARTHWORK SPECIFICATION OR THE GEOTECHNICAL REPORT.

9) SUB-GRADE SUPPORTING SLAB ON GRADE MUST PASS PROOF ROLL WITH A

FULLY LOADED 1 0-WHEEL TRUCK. SUB-GRADE THAT DOES NOT PASS PROOF

ROLL MUST BE UNDERCUT AND REPLACED WITH COMPACTED SELECT

GRANULAR FILL.

10) ON-SITE NATURAL COHESIVE SOILS AND COHESIVE FILLS ARE CONSIDERED TO

BE POTENTIALLY EXPANSIVE. A MINIMUM 20" THICK BUFFER OF

NON-EXPANSIVE GRANULAR AGGREGATE BELOW THE SLAB ON GRADE IS

REQUIRED FOR EACH BUILDING. SEE TYPICAL SLAB ON GRADE DETAILS.

BUILDING #1 - AFRC:

11) BURIED TOPSOIL IS LIKELY TO BE ENCOUNTERED WITHIN THE BUILDING

FOOTPRINT. BURIED TOPSOIL MUST BE REMOVED UNDER ALL STRIP AND

SPREAD FOOTINGS -REFER TO SOILS REPORT AND OVER EXCAVATION DETAILS.

12) BASE BID: BURIED TOPSOIL MUST BE REMOVED UNDER SLAB ON GRADE

REPLACED PER GEOTECHNICAL REPORT AND TYPICAL DETAILS.

13) ALTERNATE: BURIED TOP SOIL MAY REMAIN IN PLACE UNDER THE SLAB ON

GRADE IF AN IMPROVED SUB-GRADE CONDITION IS PROVIDED PER ALTERNATE

TYPICAL SLAB ON GRADE DETAIL.

14) THE IMPROVED SUB-GRADE CONSISTS OF LAYERS OF GRANULAR FILL AND A

BIAXIAL GEOGRID, SUCH AS TENSAR BX1100 OR US FABRICS BASEGRID 22.

1 )

2)

3)

4) A.

B.

C.

D.

I

FOUNDATION NOTES

DEPRESS TOP OF FOUNDATION WALL 8" AT ALL EXTERIOR AND INTERIOR

DOOR OPENINGS UNLESS OTHERWISE DETAILED, AND PROVIDE #4 L-SHAPED

DOWELS @ 1 '-4" 0.C. W/ 1 '-6" LEGS BETWEEN FOUNDATION WALL AND

INTERIOR SLAB.

WALL FOOTINGS ARE CONTINUOUS POURED CONCRETE W/ CONTINUOUS

REINFORCEMENT PLACED 3" CLEAR OF THE BOTTOM AND SIDES.

WHERE FILL IS REQUIRED ON TWO SIDES OF WALL IT SHALL BE PLACED

SIMULTANEOUSLY.

MINIMUM REINFORCEMENT COVER:

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

FORMED SURFACES EXPOSED TO EARTH OR WEATHER

#6 THROUGH # 18 BARS .................................................................... 2" #5 AND SMALLER BARS ................................................................... 1h"

STRUCTURAL SLABS AND WALLS NOT EXPOSED TO

WEATHER OR EARTH ........................................................................... '14"

BEAMS & COLUMNS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS, NOT EXPOSED

TO WEATHER OR EARTH ..................................................................... 17,''

ABBREVIATIONS

TO TOP OF CJ CONTROL JOINTS

TOF TOP OF FOOTING E.W. EACH WAY

TOW TOP OF WALL E.F. EACH FACE

TOL TOP OF LEDGE I.F. INNER FACE

TOC TOP OF CONCRETE O.F. OUTER FACE

TOS TOP OF STEEL TA.G. ABOVE GRADE

TSL TOP OF SLAB S.O.G. SLAB ON GRADE

FDN FOUNDATION NLBW NON-LOAD BEARING

SFX STRIP FOOTING TYPE WALL

PX PIER TYPE - s - FOOTING STEP

WWF WELDED WIRE FABRIC

JBE JOIST BEARING ELEVATION

TBE TRUSS BEARING ELEVATION

C I D

I E I

STRUCTURAL STEEL NOTES

1. STRUCTURAL STEEL GRADE

WF SHAPES ASTM A992 (50 KSI)

MISC SHAPES/PLATES ASTM A36 (36 KSI)

STRUCTURAL TUBES ASTM A500 GRADE B ( 46 KSI)

PIPE COLUMNS ASTM A53 TYPE E-GRADE B (35 KSI)

2. STEEL BEAMS WITH RESIDUAL CAMBER RESULTING FROM MILL FABRICATION

OR ROLLING SHALL BE SHOP FABRICATED AND ERECTED SUCH THAT

RESIDUAL CAMBER COUNTERACTS DEFLECTION.

3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO

THE LATEST AISC SPECIFICATIONS.

4. SHOP AND FIELD WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS

WITH E70XX ELECTRODES.

5. ALL STEEL SHALL BE PRIMED WITH SSPC PRIME PAINT UNLESS STEEL IS TO

BE FIREPROOFED, WELDED OR EMBEDDED IN CONCRETE.

6. CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR'S ENGINEER

AND SHALL BE AISC TYPE 2 (SIMPLE) WITH '14" BOLTS U.N.0:

FIELD BOLTING TO COLUMNS A325-X

FIELD BOLTING TO BRACED FRAMES

ALL OTHER FIELD BOLTING

ALL OTHER SHOP BOLTING

ANCHOR BOLTS

A325-SC

A325-X

A325-SC

ASTM F1544 THREADED

W/ END NUT

7. MINIMUM CONNECTION PLATE THICKNESS = ~,e'' MINIMUM WELD = 1,s"

MINIMUM DESIGN LOAD = 10 KIPS

8. LOADS SHOWN ON THE PLANS ARE SERVICE LOADS, ASD DESIGN.

JOIST FRAMING NOTES

1. STEEL JOISTS SHALL CONFORM TO THE LATEST EDITION OF AISC AND SJI

SPECIFICATIONS.

F

2. JOISTS SHALL BE WELDED TO SUPPORTING STRUCTURAL STEEL AND EMBEDS WITH THE

FOLLOWING WELDS EACH SIDE OF BEARING SHOE:

JOIST TYPE

K-SERIES

WELD SIZE

115 X 2"

BEARING SHOE DEPTH

K-SERIES 1,s x 2" 5" WHERE LABELED "DB"

LH-SERIES )'4 x 2" 5"

3. BEFORE LEAVING THE SHOP, ALL STEEL JOISTS, JOIST GIRDERS AND OTHER FRAMING

MEMBERS PROVIDED BY THE JOIST SUPPLIER SHALL BE PAINTED WITH ONE COAT OF

PRIMER. JOISTS TO BE FIREPROOFED SHALL NOT BE PRIMED.

4. TOUCH UP PAINT FIELD SPLICES, CONNECTIONS, WELDS AND ABRASIONS AFTER

INSTALLATION.

5. REFER TO GENERAL NOTES FOR UPLIFT LOADS. IF NOT INDICATED, DESIGN JOISTS FOR

A MINIMUM UPLIFT PRESSURE OF 5 PSF.

6. JOIST MFG. SHALL CHECK THE ROOF AND JOIST SYSTEM AND PROVIDE ADDITIONAL

BRIDGING AS REQUIRED TO BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT

UNDER NET UPLIFT PRESSURE.

7. WHERE STEEL JOISTS AND JOIST GIRDERS FRAME INTO COLUMNS, PROVIDE BOTTOM

CHORD OR ANGLE EXTENSION TO COLUMN AND CONNECT AS DETAILED.

8. DO NOT WELD BOTTOM CHORD EXTENSIONS TO STABILIZER PLATE.

9. CUTTING OF JOIST CHORD OR WEB MEMBERS IS NOT PERMITTED.

1 0. PROVIDE MINIMUM BRIDGING PER SJI REQUIREMENTS EXCEPT WHERE MORE STRINGENT

REQUIREMENTS FROM OSHA OCCURS. ALL JOISTS REQUIRE AT LEAST ONE ROW OF

BRIDGING.

11. ALL BRIDGING SHALL BE EQUALLY SPACED, UNLESS NOTED OTHERWISE.

12. BRIDGING SHALL BE CONNECTED TO THE JOISTS WITH A J's" FILLET WELD 1" LONG

(MIN.) OR EQUIVALENT. THE HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3" LAB

AND SHALL BE WELDED WITH TWO ?'a" FILLET WELDS 1" LONG OR EQUIVALENT.

13. PROVIDE BRIDGING ANCHOR ANGLES @ END WALLS. ATTACH W/ ANCHOR, RECOMMENDED

FOR USE IN HOLLOW BASE.

14. JOIST BRIDGING MAY BE MODIFIED TO INSTALL DUCTWORK AND MECHANICAL EQUIPMENT.

REPLACE BRIDGING WITH CONTINUOUS HORIZONTAL MEMBERS BETWEEN SUCCESSIVE

JOISTS AT THE SAME LOCATION WHERE BRIDGING WAS REMOVED AND INSTALL CROSS

BRIDGING IN ADJACENT JOIST SPACE ON EITHER SIDE.

15. DURING ERECTION, ALL JOISTS FORTY ( 40) FEET AND LONGER REQUIRE A ROW OF

BOLTED BRIDGING TO BE INSTALLED PRIOR TO SLACKENING OF HOISTING LINES.

1 6. JOIST GIRDER MFG SHALL CALL OUT LOCATION AND FREQUENCY OF BOTTOM CHORD

JOIST GIRDER BRACES.

I E I

I G I

STRUCTURAL DESIGN LOADS

FLOOR LIVE LOADS:

GROUND FLOOR: 100 PSF

2ND FLOOR: 80 PSF OFFICES

80 PSF CORRIDORS

ROOF SNOW LOADS:

GROUND SNOW LOAD, Pg = 35 PSF FLAT ROOF SNOW LOAD, Pf = 30 PSF SNOW LOAD EXPOSURE FACTOR, Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR

AFRC: Is = 1. 1 Ct = 1.0 OMS: Is = 1.0 Ct = 1.0 UHS: Is = 1.0 Ct = 1.2

WIND LOADS:

AFRC:

BASIC WIND SPEED (3 SECOND GUST); 90

WIND EXPOSURE : C

MWFRS= WW+LW+INT.=28psf NET UPLIFT AFRC = 11 psf

OMS = 9p~ UHS/WASHBAY = 7psf

WIND IMPORTANCE FACTORS:

AFRC: lw = 1. 15 OMS: lw = 1.0 UHS/WASHBAY: lw = 1.0

SEISMIC DATA

SEISMIC IMPORTANCE FACTOR:

AFRC: le = 1 .25 OMS: le = 1.0 UHS, WASHBAY: le = 1 .0

SEISMIC DESIGN CATEGORY B

SITE CLASS : D

SPECTRAL RESPONSE COEFFICIENTS

Sds = 0.28

MPH

H

COMPONENTS & CLADDING WIND LOADS

AFRC - BUILDING #1

Aeff=10 sq. ft. Aeff= 100 sq. ft. OVERHANG

ZONE GCp p (PSF) GCp p (PSF) GCp p (PSF)

ROOF -0.9 -21.4 -0.8 -19.5

2 -1.7 -37.3 -1.2 -27.4 -2.2 -39.3

3 -2.6 -55.2 -2.0 -43.3 -3.7 -59.2

WALLS 4 -1 .1 -25.4 -0.9 -21.4

f------+-----+------+-------,f-----+-----+------<I 5 -1.4 -31.4 -1.15 -26.4

OMS/AMSA - BUILDING #2

Aeff=10 sq. ft. Aeff= 100 sq. ft. OVERHANG

ZONE GCp p (PSF) GCp p (PSF) GCp p (PSF)

ROOF -0.9 -18.7 -0.8 -16.9

2 -1.7 -32.5 -1.2 -23.8 -2.2 -34.2

3 -2.6 -48.0 -2.0 -37.6 -3.7 -51.5

WALLS 4 -1 .1 -22.1 -0.9 -18.7

5 -1.4 -27.3 -1.15 -23.0 ft ffi ft ft Q Q

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NUMBER:

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1572628643C Rectangle

1572628643C Line

1572628643C Line

1572628643C Highlight

1572628643C Highlight

1572628643C Highlight

1572628643C Highlight

1572628643C Oval

1572628643C Typewritten Text oro I I

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20'-4"

16'-Q"

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C

BRACING WITH TENSION -

CAPACITY OF 7K.

TEK SCREW TO BOTTOM

4 HORD OF TRUSS AS NEEDED 5

TO PREVENT SAG. SLOT

CONNECTION TO TRUSS

22'-0" ri"\.

6' -1-0" s· - o"

D

25'-6"

16'-0"

188'-8"

6 2 psf ~

E

24'-10"

1/\A~ Opsf 13.2' ,_

L'-C" ,,_ 4' 13'-4" 12'-0"

I I 97'-3" I 1,._ ___ _,_ ___________ ---l------------~-l=--------------_,_-----------------1-,1'

I I

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2 2.2

B

22'-0"

NORTH

22'-0"

123' -o"

C

25'-6" 24'-10"

188'-8"

ROOF FRAMING NOTES

1. 1.5 B 22 METAL ROOF DECK TYP. ATTACH PER 3/2S-401

2. LIGHT GAUGE TRUSS OR JOIST BEARING ON MASONRY WALL: f x4"

CONTINUOUS FE. W/ f' STUDS @ 24" O.C.

3. TYP. BEAM OR JOIST GIRDER BEARING: 12"x8"x5/8" FE_ GROUT &

REINF. 3 CORES (INDICATED AS MP). EXTEND TO FOUNDATION

D

LN

BE RING 1 'A L @ GRID

r,:'.

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UNIT

MA-X~

r:

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,..., ' ,-,.n

I l'").11 ,...,.., ~ BRP-1

4. TRUSS LOADING IS AS FOLLOWS:

TCDL

BCDL

= 12psf

= 6psf

F

64'-8"

!V y

LIGHT GAUGE ROOF

'- - RUSSE'. @ 4'

NOTE 1

O" 0.

---------- 7 r ----------n 0

I

-MEC~. UNIT

_j_ ~001 I I I I I

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0 0

BRP-1~ 56'-8" ~ BRP-1

64'-8"

) 2'-0" ,- ,, I .I .I. u

TCSL

UNBALANCED S;~NOW:

= 30psf (BALANCED) TCSL = 27psf -~ _,,..---------

,-,-,. ,...., "I~ I I'"\ I .-. ,.., ,-., TCSL = 25~

G

8 9

91 ...... 1'-o"

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1 P-1? cJ 3 -8"

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6. TRANSFER 300 PLF OF WIND LOAD THROUGH TRUSS HEEL TO EXTERIOR MASONRY

WALL BELOW, TYP ALL LIGHT GAUGE TRUSSES BEARING ON EXTERIOR WALLS.

KEYPLAN

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B.4

2S-402

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SEE MASONRY

ELEVATIONS FOR

LOUVER LINTELS

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STEEL LINTEL OR BEA M -

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SCHEDULE. WHERE NO

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MASONRY PILASTER,

SEE SCHEDULE

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WHERE NO PILASTER IS SCHEDULED, SOLID

GROUT (2) CORES AT BEAM BEARING

TYP. STEEL BEAM BEARING.l TO WALL 3/4" = 1'-0"

BEAM TOP CHORD--~

(11) #12 TEK

SCREWS EACH STRAP

TO TOP OF BEAM

FLAT STRAP ----

LIGHT GAUGE TRUSS

A

F

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. 4

_o

B rl..T.O.S.

ySEE PLAN

B

STEEL LINTEL ~ _

OR BEAM ~

BEARING ? : SEE

SCHEDULE. WHERE NO

BEARING ? IS

SCHEDULED, PROVIDE

1 O"x7J'2"x?'a" ? W/ (2) t','@x6" STUD ANCHORS.

MASONRY PILASTER, SEE

SCHEDULE

C

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4·

•. .• -I . .

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SCHECULED, SOLID GROUT (2)

CORES AT BEAM BEARING

j, PILASTER ~

SEE SCHEDULE '

TYP. STEEL BEAM BEARING II TO WALL

3/4" = 1'-0"

C rl.. T.O.S.

~TSEE PLAN

D

FASTEN DECK @ 6"

O.C. TO SUPPORT @

END LAP 6"

E

NOTE: ALL FRAME FASTENERS

SHALL BE HILTI, ENP2K,

X-EDNK22, X-EDN19

FASTEN SIDE LAPS

#12-14 TEK @ 12"

MAX SPACING (TYP.)

FASTEN DECK 5

PLACES/SUPPORT

(36/5 PATTERN)

,s:-·

Jl§

FASTEN DECK @ 6" O.C.

AT PERIM. WHERE CONT.

SUPPORT OCCURS

ROOF DECK FASTENING PATTERN

1/8" = 1'-0"

D

INTERIOR

SUPPORT

LINE

PERIMETER

SUPPORT

LINE

E

F

PLACE fr_ & ANCHORS IN

CORES WITH VERT. REINF.

@ 48" O.C. MAX.

SEE ARCH FOR BRICK OR BLOCK

VERT. fr_: 12"x6"xf'

8" WALL HORIZ. fr_: 7~"x7:J"X§"

W/(2) :l"i21 x 6" STUDS

----j'J?3f-----12" WALL HORIZ. fr_: 11-:!''x11:l°~"

W/(2) :l"i21 x 6" STUDS

L8x6~ LLH

NOTE:

PREFERRED LOCATION OF BRICK SUPPORT

ANGLE SHOWN. SUPPORT BRICK ;) COURSE

BELOW HORIZ. fr_ LOCATION

@~~I~L BRICK SUPPORT ANGLE

F

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25-401

A

3' -8" 0.H. TYP.

@NOT USED

2S

A

B

METAL ROOF DECK, SEE PLAN

LIGHT GAUGE METAL TRUSS,

SEE PLAN

TRUSS CLIP, PER TRUSS MFG.

di,.T.O. MASONRY

VSEE PLAN

TYP. TRUSS BEARING ? :

~ :1s"x4"xCONT. W/ :1s"x4"

~ STUDS @ 24" O.C.

l,#j-----11,,....---f., TYP. BOND BM. @ TRUSS

BEARING: 8" HIGH W/ (2)

#4 BOTT.

MASONRY WALL, SEE PLAN

B

C

C

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F"""---t--..f-"4--------_,,.,;,-._ ____ ~ I

D

I ~,.._.....,,'#!#F~ ..... ~-~--~--~.....d I ~T.B.E.

=124'-0" I I

----------- OPH

LIGHT GAUGE TRUSS

OVERBUILD

I I I I • • 4 • I I .. I I I

I · ..... I EL.= ,_

VARIES

~--++-------+- POCKET WALL & EXTEND

GIRDER BEARING. PROVIDE

426HD14 TRUSS CLIP

- - - / EA. TRUSS, TYP.

TRUSS BEARING @ HIGH-LOW ROOF - 2

C

BEARING ? PER TYP.

BEAM BEARING DETAIL

=112'-0"

D

E F

E D

I

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,-----------+----~--- ' ' I I I I I I I I I

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@~~~;~ .. BEARING @O.H. DOOR

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1 '-2" 6"

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~T.B.E.

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--~ /1\ --e

GROUT CORES W/

STUDS, TYP.

BEAM W/ r BOTT. fr_ & ~"0 x 4" STUDS @ 24" 0.C. TOP

~DOOR HEAD

SEE ARCH

F

G H

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1---1-~-..J---c-'1---~--~""--~-~1 I

~T.B.E. r"4"-"77.ir.,,.."""i7r=--,c'<~--~--~--~-=1 = 127• -o I I I ,_

I I I I

~T.O. B.L. I

=112'-4" OR 121'-0" I

SEE ARCH. INTERIOR I

ELEVATION

1 '-0"

TRUSS BEARING @ HIGH-LOW ROOF - 3

3/4" = 1'-011

G

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SEE ARCH FOR

BRICK/BLOCK

@OPH

S-40

BEAM W/11\( x ~" BOTT. fr_ & fs"0x4" STUDS @ 24" O.C. TOP

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127' -0"

@ CRANE STOP

1 '-4~"

4"

10"

F=l=====l'=I~- (2) L5x3,/4x3"

CRANE RAIL

HOOK BOLTS

~T.O. STEEL

120'-4"

115 6"@12

W24x62 w/ C 15x33.9 TOP

J-.---(4) 14"¢ BOLTS

L-~------ COLUMN, SEE SCHEDULE

-----BEAM W/ la" BOTT. ?, SEE PLAN

~B.O. STEEL

114'-0"

2"@6"

B

C

,,I

1 '-0"

6"

H

5{' j, 1'-0" J

D

-- L5x3,/4x3", FIELD WELD

TO BEAM & COLUMN

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CRANE STOP, COORDINATE

DIMENSIONS W/ CRANE MFG.

w. N I O:'.'. z C) :;

W<(u._ 0 Q_jlL~-=i--+----1 u

~-- (4) 14" DIA. BOLTS

la" STIFFENERS EA.

SIDE @ CRANE STOP

~----+-SEE SHEET 2S-501 FOR

BRACED FRAME DETAILS

@;~~-~- STOP DETAIL

GRID GRID

4'-2" O.H.

METAL ROOF DECK, SEE PLAN

3'-8"

LIGHT GAUGE METAL TRUSS,

SEE PLAN

426HD14 TRUSS CLIP (OR EQUAL)

w/(6) #1 D SDS -(5) PAF

~T.O. STEEL

SEE PLAN

BEAM, SEE PLAN

6" LIGHT GUAGE KICKER @ 4' -0"

O.C. W/ LIGHT GUAGE CLIP ANGLES

la"x BRICK SUPPORT ? , CONT.

@;,~~;~ .. BEARING @ BEAM

C D

E F G H

GRID

CLIP ANGLES -- WIRE ANCHOR

CAP CHANNEL

WELD ANCHOR ROD

,---------CRANC RUNWAY BEAM

;J" CLR MIN.-il la" STIFFENERS @ SUPPORT

CRANE COLUMN, SEE PLAN

@;~~-~- GIRDER CONNECTION MASONRY-COLUMN ANCHOR DETAIL

11/2" = 1'-0"

TRUSS CLIP, PER TRUSS MFG.

TYP. TRUSS BEARING ?:

la"x?J'2"xCONT. W/ la"x4"

STUDS @ 24" O.C.

TYP. BOND BEAM @

TRUSS BEARING: 8"

HIGH W/ (2) #4 BOTT.

@;,~~;~_BEARING@ INTERIOR WALL

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A B C D

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FINISH FLOOR .... I/

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TRUSS PROFILE - MASONRY ELEVATION

1/4" a 1'·0"

A B C D

E F G

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V V / V V V V V / V V V V V \ / I/ I/ /

\ LOCATION OF TYPICAL BEARING

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IROOF PLAN TAG NOTESI

0 ASPHALT SHINGLES ON ICE & WATER

SHIELD ON SHEATHING AND INSULATION

SANDWICH PANEL ON STEEL TRUSSES

r;;\ PREFINISHED METAL SEAMLESS GUTTER

~ SYSTEM, TYP.

0 LINE OF EXTERIOR WALL, BELOW.

0 VENT THRU ROOF. COORDINATE LOCATIONS

WITH MECHANICAL DRAWINGS. ALSO SEE

SHEET 2A-132 FOR DETAILS.

("';\., PREFINISHED METAL DOWN SPOUT W/ CONC

\:'_/ SPLASH BLOCKS, TYP.

V3} PRE-FINISHED METAL FACSIA.

0 RIDGE/HIP CAP.

r;;\ PENTHOUSE LOUVER. SEE SHEET 2A-132

\::._; FOR DETAIL.

r;;\ HAND-BUILT SADDLE. SEE SHEET 2A-132

\:'_/ FOR DETAIL.

~ HAND FRAM ED OVERBU I LO /SADDLE -

\'_.:Y SEE 5/2A-131.

~ PRE-FINISHED METAL DOWNSPOUT TO

\..'..Y RAINWATER CONNECTOR. CONNECT TO

STORM SEWER.

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2A-130

1h'' METAL ROOF

DECKING

STUFF FLUTE W.

INSULATION

BOND BEAM AND

BEARING PLATE - SEE

STRUCTURAL SHEETS

A

5" POLYISOCYANURATE --~

10 MIL VAPOR BARRIER

1 ROOF DETAIL 1

2A- 1 31 1 " = 1 ' - 0"

SEE 1/2A-131 FOR

TYPICAL ROOF NOTES

DUTCH HIP DETAIL

2A- 1 31 1 " = 1' - 0"

A

FIBERGLASS ASPHALT

SHINGLES

BUILDING PAPER

l', FIRE-RATED

SHEATHING

FIRE -TREATED

NAILERS

J-CHANNEL

FURRING CHANNELS

PREFINISHED VENTED

METAL SOFFIT

WEEP / CAVITY VENTS

@ 24" o.c.

3'-o"

B

CONT VENT OPENING

WOOD BLOCKING

PREFINISHED METAL

DRIP EDGE

PREFINISHED METAL

FASCIA ON PLYWOOD

BACKING

IY," METAL ROOF

DECKING

LIGHT GAUGE

STEEL TRUS ES

C

5" POLYISOCYANURATE --~

10 MIL VAPOR BARRIER

STUFF FLUTE W. --11'-".:'>is

INSULATION

2" RIGID INSULATION

BOND BEAM AND

BEARING PLATE -

SEE STRUCTURAL

SHEETS

2 ROOF DETAIL 2

2A-131 1" = 1'-0"

SEE ROOF PLAN FOR DIMENSIONS

l', FIRE-RATED

SHEATHING

AIR SPACE W/

1 x FIRE-TREATED

NAILERS

5" POLYISOCYANURATE

(R-6/INCH)

BUILDING PAPER

lj" METAL ROOF DECK- -~

SEE STRUCTURAL

B

HAND FRAMED

OVERBUILD

l'," FIRE -RATED

SHEATHING

FIBERGLASS ASPHALT

SHINGLES

OUTLOOKERS- 24" O.C.

C

FIBERGLASS ASPHALT

SHINGLES

BUILDING PAPER

l'," FIRE -RATED

SHEATHING

FIRE - TREATED

NAILERS

J-CHANNEL

FURRING CHANNELS

PREFINISHED VENTED

METAL SOFFIT

WEEP / CAVITY VENTS

@ 24" O.C.

3'-o"

D

CONT VENT OPENING

WOOD BLOCKING

PREFINISHED METAL

DRIP EDGE

PREFINISHED METAL

FASCIA ON PLYWOOD

BACKING

PREFINISHED METAL

DRIP EDGE

PREFINISHED BENT

METAL FASCIA

ON PLYWOOD BACKING

__ -j-f"--- PREFINISHED VENTED

METAL SOFFIT

"-l==::::-____ 1 1--- PREFINISHED

" METAL PANELS

l------:;,-;c;.---=1tt-~- r DENS-GLASS

1-----=,,..J-j---- PREFINISHED

METAL FLASHING

ASPHALT SHINGLES

ON BUILDING PAPER

D

E

SEE 1/2A-131 FOR

TYPICAL ROOF NOTES

STUFF FLUTE W.

INSULATION

2" RIGID INSULATION

BOND BEAM AND

BEARING PLATE

SEE STRUCTURAL~~~~~:ijl

SHEETS

3 ROOF DETAIL 3

2A- 1 3 1 1 " = 1 ' - 0"

SPRAY INSULATION ---.._

IN TRUSS MEMBER

CAVITY

RIGID INSULATION -----

ON t DENS-GLAS

AT TRUSS LOCATIONS

SPRAY INSULATION --

IN TRUSS MEMBER

CAVITY

J-CHANNEL

FURRING CHANNELS

PREFINISHED VENTED

METAL SOFFIT

WEEP / CAVITY VENTS

@ 24" O.C.

3'-o"

F

CONT VENT OPENING

WOOD BLOCKING

PREFINISHED METAL

DRIP EDGE

PREFINISHED METAL

FASCIA ON PLYWOOD

BACKING

• J I

METAL STUD TRACK

RIGID INSULATION

ON 58" DENS-GLAS

I ( METAL STUDS-16" O.C.

I •• BETWEEN TRUSSES

I I _,,-c-,-- METAL STUD TRACK

_/C.- TOP OF

CMU WALL

.,<e,----- RIGID INSULATION

ON CMU

6 RIGID INSULATION DETAIL

2A- 1 3 1 1 " = 1 ' - 0"

G

STEEL LINTEL - SEE

STRUCTURAL SHEETS

ROOF DETAIL 4

2A- 1 31 1 " = 1 ' - 0"

H

CONTINUOUS THRU-WALL

FLASHING

WEEP /CAVITY VENTS - 24"0.C.

/ TWO PIECE REGLET FLASHING

/ /4'' CMU

SPRAY INSULATION

RUN EPDM MEMBRANE UP

WALL AND TUCK BEHIND

FLASHING

GROUT SOLID BEHIND VENEER

UP TO FLASHING

7 DETAIL BETWEEN TRUSSES

2A- 1 3 1 1 " = 1 ' - 0"

PREFINISHED BENT METAL

FASCIA AT GABLE ENDS

BENT METAL FASCIA

PREFINISHED BENT METAL

FASCIA AT EAVE ENDS

2A- 1 31 3" = 1 ' - 0"

E F G H m US Army Corps of Engineers Louisville District

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2A-131

CONTINUOUS

SEALANT

A

CLAMP RING ~ ~

PIPE PORTAL~ ~

TREATED WOOD

NAILERS

PIPE-SEE MECH.

DRAWINGS FOR SIZE

1 VENT TH RU ROOF DETAIL

2A-132 3/4" = 1'-0"

PREFINISHED METAL OPEN

FACE DOWNSPOUT

6"

DOWNSPOUT HANGER W/

(2) )'4"x2" SLEEVE

ANCHORS PER HANGER@

5' -0" O.C. VERTICALLY.

COLOR TO MATCH

DOWNSPOUT.

ATTACH DOWNSPOUT TO

HANGER W/ SHEET METAL

SCREWS. COLOR TO

MATCH DOWNSPOUT.

6 DOWNSPOUT DETAIL

2A-132 1" = 1'-0"

A

B

B

SEE MECH.--~

DRAWINGS

FOR SIZE

CLAMP RING

HOOD~ ""

SPLICE ~

ADHESIVE

TREATED

WOOD

NAILERS

METAL SLEEVE--~

ANCHORED

TO ROOF DECK

C

HOT PIPE

(180 DEGREES)

CONTINUOUS

SEALANT

METAL FLASHING

16 go

6" STUD FRAME

AROUND OPENING

(TYP.)

2 BOILER PIPE THRU ROOF DETAIL

2A-132 3/4" = 1'-0"

FIBERGLASS ASPHALT

SHINGLES

BUILDING PAPER

:l'," FIRE -RATED

SHEATHING

FIRE -TREATED

NAILERS

5" POLYISOCYANURATE

10 MIL VAPOR BARRIER

II

7 RIDGE VENT DETAIL

2A-132 1" = 1'-0"

C

CAP SHINGLES

CONTINUOUS RIDGE VENT

1Y,'' METAL ROOF

DECKING

LIGHT GAUGE

STEEL TRUSSES

D E

PREFINISHED METAL

STEP COUNTER FLASHING BRICK VENEER

J

3" NAIL BASE

WITH 7/16" OSB

8" 4"

1 '-0"

3 STEP FLASHING DETAIL

2A-132 3/4" = 1'-0"

LOUVERED PENTHOUSE

BY OTHERS. SEE MECH

SHEETS FOR SIZES

FLASHING- BY --~

PENTHOUSE MFR.

Ji" METAL STUDS---..._ g" DENS-GLAS--...._

PRE -FINISHED SHEET---

METAL FLASHING

s CURB-SADDLE DETAIL 2A-132 1" = 1'-0"

D

HAND-BUILT SADDLE -

SEE 7/2A-132 FOR

ROOF NOTES

E

PRE -FINISHED -~

METAL DRIP EDGE

F

-- PRE -FINISHED SEAMLESS

METAL GUTTER SYSTEM W/

STRAPS @ 32" O.C.

4 GUTTER DETAIL

2A-132 1" = 1'-0"

F

G H s SPLASH BLOCK DETAIL 2A-132 1" = 1'-0"

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T.O. MAS NRY

112'-o"

FINISH F OOR

1 oo· -o"

T.O. MASONR

124'-o"

FINISH FLOOR$

1 oo· -o"

A B

• 1YP.

I ' I '

I ' I '

I '

' I ' I

' I ' I I

1 NORTH ELEVATION

2A-200 1/8" = l'-0"

I I

25 LV-5

2 EAST ELEVATION

2A-200 1/8" = l '-0''

A B

C

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E

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\..'..:'/;-yp. -

G

I I

H lii1'T.O. MASONRY 127' -0"

DOOR HEAD

114'-o" lii1'FINISH FLOOR 1 oo· -o"

ELEVATION TAG NOTES:

0 FINISH GRADE, SEE CIVIL DRAWINGS FOR GRADING.

r:;\ CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS FOR \..=_/ D ET Al LS.

0sPLASH BLOCK- SEE 2A-131.

0 PRE-FINISHED METAL DOWNSPOUT, SEE SHEET 2A-131 FOR

DETAILS AND 2A-601 FOR COLOR SELECTIONS.

;-;;-\ PRE-FINISHED METAL GUTTER, SEE SHEET 2A-131 FOR

\..:'._/ DETAILS AND 2A-601 COLOR SELECTIONS.

© CMU VENEER, SEE EXTERIOR FINISH SCHEDULE SHEET 2A-601.

0 BRICK VENEER, REFER TO EXTERIOR FINISH SCHEDULE SHEET

2A-601.

;-;;-\ PREFINISHED METAL PANEL, SEE SHEET 2A-133 FOR DETAIL

~ AND EXTERIOR FINISH SCHEDULE SHEET 2A-601.

r-;:\ ASPHALT SHINGLES. SEE EXTERIOR FINISH SCHEDULE SHEET ~2A-601.

@ACCENT LIGHTING, SEE ELECTRICAL DRAWINGS.

~ MECHANICAL WALL PENETRATION, COORDINATE WITH MECH.

\_'_'/ DRAWINGS FOR LOCATION.

;:;-;;\ PRE-FINISHED ALUMINUM WINDOW, SEE SHEET 2A-51 0 FOR

\..'.Y DETAILS AND 2A-601 COLOR SELECTIONS.

~PRE-FINISHED ALUMINUM STOREFRONT SYSTEM, SEE SHEET

\..'..::'./ 2A-500 FOR DETAILS AND 2A-601 COLOR SELECTIONS.

~ INSULATED METAL DOOR & FRAME, SEE SHEET 2A-502 FOR

\..'..Y D ET Al LS.

@BRICK SOLDIER COURSE, SEE SHEET 2A-320.

~INSULATED OVERHEAD DOOR, SEE SHEET 2A-501 FOR DETAILS.

\..'._o/ ALSO SEE SHEET 2A-601 FOR COLOR SELECTIONS.

"-=========================::::;1 ~PRE-FINISHED METAL LOUVERS, SEE SHEET 2A-510 FOR

1' ~ DETAILS AND 2A-601 COLOR SELECTIONS. ALSO SEE

C. J.

I ff I I ff I

IA'SI

ELEVATION GENERAL NOTES MECHANICAL DRAWINGS.

- FINISH KEY, SEE SHEET 2A-601

KEY NOTES

- CONTROL JOINT - SEE 2A-510

OPERABLE WINDOWS - SEE EXTERIOR

ELEVATIONS FOR LOCATIONS & 2A-510

FOR DETAILS

- TRANSLUCENT WALL PANELS - SEE

EXTERIOR ELEVATIONS FOR LOCATIONS

LOUVERS - SEE 2A-510 FOR DETAIL

F

/;';;\ PENTHOUSE LOUVER AND HAND-BUILT SADDLE. SEE 8/2A-132

\..'._o/ FOR CURB DETAILS.

~ PRECAST CONCRETE ACCENT BAND\SILL, SEE SHEET 2A-510

\.'..:'.I FOR DETAILS AND 2A-601 COLOR SELECTIONS.

~ 6" DIA. BOLLARDS, SEE CIVIL DRAWINGS FOR DETAILS. ALSO SEE

\=::1/ DETAILS 2A-900.

~ PREFINISHED METAL FASCIA. SEE SHEET 2A-132 FOR DETAILS

'c_'/ AND 2A-601 FOR COLOR SELECTIONS.

22 TRANSLUCENT WALL PANEL - SEE 2A-510

23 TWO-STORY PILASTER. SEE SECTION 3/2A-314.

24 INSULATED COILING DOOR

~ PREFINISHED ALUM. SILL BY WINDOW MFG. AT LOUVER AND

\=::'./ TRANSLUCENT WALL PANEL LOCATIONS

(26) RAINWATER CONNECTOR TO CONNECT TO STORM SEWER.

@GAS METER

G

I

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2A-200

DOOR HEAD

114'-o"

A

FINISH FLOOR$

1 oo' -o"

T.O. MASONRY$

127' -o"

FINISH FLOOR$

1 oo' -o"

B

1 SOUTH ELEVATION

2A-201 1/8" = l'-0"

' I I I\ I I 0, B.5

LI 1 1 "• I 11 I 11 I 26

',,·,:·,:·,:·,. ', I

2 WEST ELEVATION

2A-201 1/8" = l'-0"

A B

C D E

5 6

C

I I

4~

LV-5 25

• TYP.

C D

I I I

4c::---=

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::::::::::,'=f==::::::::::::::::::::::::==f======·:::: C

~T.O. MASONRY

124'-o"

~FINISH FLOOR

1 oo'-o"

E

ELEVATION TAG NOTES:

0 FINISH GRADE, SEE CIVIL DRAWINGS FOR GRADING.

;-:;-\ CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS FOR

'c_/DETAILS.

0 SPLASH BLOCK- SEE 2A-131.

0 PRE-FINISHED METAL DOWNSPOUT, SEE SHEET 2A-131 FOR

DETAILS AND 2A-601 FOR COLOR SELECTIONS.

;-;:-\ PRE-FINISHED METAL GUTTER, SEE SHEET 2A-131 FOR

\..::__/ DETAILS AND 2A-601 COLOR SELECTIONS.

0 CMU VENEER, SEE EXTERIOR FINISH SCHEDULE SHEET 2A-601.

0 BRICK VENEER, REFER TO EXTERIOR FINISH SCHEDULE SHEET

2A-601.

;-;;-\ PREFINISHED METAL PANEL, SEE SHEET 2A-133 FOR DETAIL

\..::__/ AND EXTERIOR FINISH SCHEDULE SHEET 2A-601.

;-;:;\ ASPHALT SHINGLES. SEE EXTERIOR FINISH SCHEDULE SHEET

\:!._/2A-601.

@ACCENT LIGHTING, SEE ELECTRICAL DRAWINGS.

~ MECHANICAL WALL PENETRATION, COORDINATE WITH MECH.

\..'..Y DRAWINGS FOR LOCATION.

;:;-:;\ PRE-FINISHED ALUMINUM WINDOW, SEE SHEET 2A-510 FOR

\'Y DETAILS AND 2A-601 COLOR SELECTIONS.

~PRE-FINISHED ALUMINUM STOREFRONT SYSTEM, SEE SHEET

\'..::/ 2A-500 FOR DETAILS AND 2A-601 COLOR SELECTIONS.

~ INSULATED METAL DOOR & FRAME, SEE SHEET 2A-502 FOR

\.'._:/ DETAILS.

@BRICK SOLDIER COURSE, SEE SHEET 2A-320.

~ INSULATED OVERHEAD DOOR, SEE SHEET 2A-501 FOR DETAILS.

\'__"/ ALSO SEE SHEET 2A-601 FOR COLOR SELECTIONS.

,;:::=========================::::::;-1 ~PRE-FINISHED METAL LOUVERS, SEE SHEET 2A-510 FOR \..'.Y DETAILS AND 2A-601 COLOR SELECTIONS. ALSO SEE

ELEVATION GENERAL NOTES MECHANICAL DRAWINGS.

C. J.

I I I I I I 1/fe'SI

II. _", ·l• - ,,- • II ii

FINISH KEY, SEE SHEET 2A-601

KEY NOTES

- CONTROL JOINT - SEE 2A-510

OPERABLE WINDOWS - SEE EXTERIOR

ELEVATIONS FOR LOCATIONS & 2A-510

FOR DETAILS

- TRANSLUCENT WALL PANELS - SEE

EXTERIOR ELEVATIONS FOR LOCATIONS

LOUVERS - SEE 2A-510 FOR DETAIL

F

;:;-;;\ PENTHOUSE LOUVER AND HAND-BUILT SADDLE. SEE 8/2A-132

\'__"/ FOR CURB DETAILS.

r,;;\ PRECAST CONCRETE ACCENT BAND\SILL, SEE SHEET 2A-510

\..'..:'/ FOR DETAILS AND 2A-601 COLOR SELECTIONS.

~ 6" DIA. BOLLARDS, SEE CIVIL DRAWINGS FOR DETAILS. ALSO SEE

~ DETAILS 2A-900.

;:;-:;\ PREFINISHED METAL FASCIA. SEE SHEET 2A-132 FOR DETAILS

\,3 AND 2A-601 FOR COLOR SELECTIONS.

1:z2>TRANSLUCENT WALL PANEL - SEE 2A-510

~ TWO-STORY PILASTER. SEE SECTION 3/2A-314.

~ INSULATED COILING DOOR

~ PREFINISHED ALUM. SILL BY WINDOW MFG. AT LOUVER AND

'c:/ TRANSLUCENT WALL PANEL LOCATIONS

@RAINWATER CONNECTOR TO CONNECT TO STORM SEWER.

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A I B I C I

D I E I F I G I

OMS- WALL SECTION TAG NOTES

CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS.

2" FOIL FACED POLYISOCYANURATE (R7.2/INCH)

MASONRY FOUNDATION WALL - SEE STRUCTURAL FOR SIZE AND REINFORCING

SLAB EDGE INSULATION.

LANDSCAPE AREA, SEE CIVIL DRAWINGS.

COMPACTED #2 GRANULAR FILL.

TRENCH DRAIN, SEE PLUMBING DRAWINGS.

WEEP / CAVITY VENTILATORS @ 24" O.C.

FILL AIR SPACE BEHIND BRICK VENEER WITH COURSE GROUT TO 8" ABOVE FINISH FLOOR.

CONCRETE SLAB ON GRADE, SEE…