36C26118R0214-011.pdf

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

EXISTING BUILDING

TO REMAIN (E) PIER AND FOOTING

TO BE REMOVED, TYP.

(E) WALL AND FOOTING TO

BE REMOVED, TYP. U.N.O.

ALL (E) CONC. LANDINGS,

STAIRS AND RAMPS TO

BE REMOVED, TYP.

(E) CONC. SLAB-ON-GRADE

TO BE REMOVED, TYP. U.N.O.

SD0.1

SD0.1

1. THE DRAWINGS INDICATE (N) WORK TO BE PERFORMED & DO NOT

PURPORT TO SHOW ALL (E) CONDITIONS. CONTRACTOR SHALL VISIT

THE SITE PRIOR TO BID& FAMILIARIZE HIMSELF w/ ALL (E) & PROPOSED

CONDITIONS WHICH MAY AFFECT THE COURSE OF WORK.

2. DO NOT SCALE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC AND MAY

NOT SCALE ACCURATELY. ANY DIMENSIONAL OMISSIONS OR

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT IMMEDIATELY.

3. ANY (E) EQUIPMENT & ANCILLARY MATERIALS REMOVED DURING THE

COURSE OF THIS PROJECT SHALL BE OFFERED TO THE OWNER FOR

SALVAGE. ANY EQUIPMENT OR MATERIALS SELECTED BY THE OWNER

SHALL BE DELIVERED TO THE OWNER ON SITE. ALL REMAINING

EQUIPMENT AND MATERIALS BECOMES THE PROPERTY OF THE

CONTRACTOR & SHALL BE REMOVED FROM THE SITE.

4. THE CONTRACTOR SHALL COORDINATE & SCHEDULE ALL WORK OF

TRADES w/ THE APPROVAL OF THE OWNER. THE EXTENT OF

DEMOLITION SHALL BE KEPT TO A MINIMUM & ALL DEBRIS SHALL BE

REMOVED FROM THE SITE WITHOUT DELAY. ALL DUST, NOISE, &

ODORS SHALL BE KEPT TO A MINIMUM.

5. THE CONTRACTOR SHALL INSURE THAT ALL WORK AREAS ARE

EFFECTIVELY BLOCKED AND BARRICADED TO PROVIDE COMPLETE

PROTECTION TO ADJACENT SITE OCCUPANTS. THE OWNER SHALL BE

CONSULTED BEFORE ANY SITE SERVICES ARE TEMPORARILY

DISRUPTED.

6. FINAL CLEAN UP & DISPOSAL: REMOVE DEBRIS, RUBBISH, & WASTE

MATERIAL FROM THE OWNER'S PROPERTY TO A LAWFUL DISPOSAL

AREA & PAY HAULING & DUMPING COSTS. CONFORM TO OPERATING

FEDERAL, STATE, & LOCAL LAWS, REGULATIONS, & ORDERS. LEAVE

ALL SURFACES IN VACUUM CLEAN CONDITION w/ ALL DUST, DIRT, STAINS, HAND MARKS, PAINT SPOTS, DROPPINGS/OTHER BLEMISHES, & DEFECTS COMPLETELY REMOVED.

7. ALL HAZARDOUS MATERIALS ENCOUNTERED,SHALL BE REMOVED AND

PROPERLY DISPOSED OF BY THE CONTRACTOR.

P R O J E C T T I T L E

Structural Drawings for

5458 Longley Lane, Suite B Reno, Nevada 89511

(775) 826-3019 PHONE

(775) 826-3076 FAX

HYYTINEN ENGINEERING

VA HOSPITAL

DEMOLITION OF BUILDINGS:

15A, 15B, F, K, 138

S H E E T I N D E X

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ASTM AMERICAN SOCIETY FOR

TESTING OF MATERIALS

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKG BLOCKING

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT,

CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CS CRIPPLE STUD

CTR CENTER

CTSK COUNTERSUNK

CY CUBIC YARDS

DBL DOUBLE

DF DOUGLAS FIR

DIA DIAMETER

DJ DOWELED JOINT

DO DITTO

DWG DRAWING

EA EACH

EF EACH FACE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EN EDGE NAILING

ES EACH SIDE

EXIST, (E) EXISTING

FIN FINISH

FLR FLOOR

FOUND FOUNDATION

F.O. FACE OF

FS FAR SIDE

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GLB GLULAM BEAM

HDR HEADER

HORIZ, (H) HORIZONTAL

HSB HIGH STRENGTH BOLT

HSS HOLLOW STEEL SECTION

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIMENSION

IN INCHES

INT INTERIOR

JST JOIST

JT JOINT

K KIP (1000 LBS)

KS KING STUD

L ANGLE

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT WT LIGHT WEIGHT

LVL LAMINANTED VENEER

LUMBER (MICROLLAM)

LSL LAMINATED STRAND

LUMBER (TIMBERSTRAND)

MAINT MAINTENANCE

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N) NEW

NA NOT APPLICABLE

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSIDE HAND

OPNG OPENING

OSB ORIENTED STRAND BOARD

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PSL PARALLEL STRAND

LUMBER (PARALLAM)

PT PRESSURE TREATED,

POST TENSIONED

QA QUALITY ASSURANCE

QC QUALITY CONTROL

REINF REINFORCED

REQD REQUIRED

SCH, SCHED SCHEDULE

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SS STAINLESS STEEL

ST, STL STEEL

STAG STAGGERED

STD STANDARD

STIFF STIFFENER

STRUC STRUCTURAL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

TN TOE NAIL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT, (V) VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WWF WELDED WIRE FABRIC

# NUMBER, POUNDS

± PLUS OR MINUS

Ф DIAMETER, ROUND

& AND

@ AT

A B B R E V I A T I O N S

SA SCREW ANCHOR

C

(E) 8" CMU TO BE

REMOVED, TYP.

U.N.O.

(E) SLAB ON GRADE

TO BE REMOVED

1' -4

(E) CONT. FOOTING

TO REMAIN

(E) CMU TO REMAIN

(E) SPREAD

FOOTING WHERE

OCCURS TO

REMAIN, TYP.

(E) CONC. COLUMN

WHERE OCCURS

TO REMAIN, TYP.

(E) CONC. WALL TO

REMAIN, TYP.

2"

[SEE NOTE]

5' - 0"

NOTE:

BACKFILL TO EXISTING GRADE WITHIN

5'-0" OF BUILDING AND SLOPE TO

DRAIN TO PREVENT STANDING WATER

AGAINST EXISTING FOUNDATIONS

(E) 8" CMU TO BE

REMOVED, TYP.

U.N.O.

(E) SLAB ON GRADE

TO BE REMOVED

(E) CONT. FOOTING

TO REMAIN

(E) CMU TO REMAIN

(E) CONC. WALL TO

REMAIN, TYP.

(E) CONC. WALL TO

REMAIN, TYP.

2"

NOTE:

BACKFILL TO EXISTING GRADE WITHIN

5'-0" OF BUILDING AND SLOPE TO

DRAIN TO PREVENT STANDING WATER

AGAINST EXISTING FOUNDATIONS

[SEE NOTE]

5' - 0"

1'

4"

Professional Seal

CONSULTANTS: ARCHITECT/ENGINEERS: Drawings Title

Approved: Project Director

Project Title

VA FORM 08-6231

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o th re e e ig h th s in c h o n e fo o o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

987654321

5458 Longley Lane, Suite B Reno, Nevada 89511

(775) 826-3019 PHONE

(775) 826-3076 FAX

HYYTINEN ENGINEERING LLC S I K O R A

A R C H I T E C T U R E

4 8 9 C O R V A L L I S C O U R T R E N O , N E V A D A 8 9 5 1 1

7 7 5 - 8 5 2 - 5 8 0 0

987654321 eric@sikora-architecture.com

JOB: 11-0078-16

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DEMOLITION OF

BUILDINGS:

15A, 15B, F, K, 138

975 KIRMAN AVE.

RENO, NV 89502

BID SET

SD0.1

PROJECT TITLE , NOTES

AND DEMOLITION PLAN

4-3-17

654-16-603

NVGI

15A, 15B, F, K, 138

RH / CD

1/16" = 1'-0"

FOUNDATION AND GROUND LEVEL DEMOLITION PLAN

Number Revision Date

North

NOTES - DEMOLITION PLAN

SD0.1 PROJECT TITLE , NOTES AND DEMOLITION PLAN

3/4" = 1'-0"SD0.1

FOUNDATION SECTION1

3/4" = 1'-0"SD0.1

FOUNDATION SECTION2

EXP. 6/30/09

HYYTINEN

ROGER G.

STRUCTURAL

CIVIL &

No . 5799

ADA

VE

N

FO

ET

AT

S-

REE

NIGNELANOISSEFORP

D E R E T SI GER

HYYTINEN

ROGER G.

STRUCTURAL

CIVIL &

No . 5799

AD

AV

EN

F O

ET

AT

S-

RE

ENI

GNELANOISSEFORP

D E R E T SI GER

EXP.

6/30/17 4/6/17