B01 RFP ATTACHMENT J02C as build Kyle_Health Center Addition.pdf

VICINITY MAP

PROJECT LOCATION

PLAN NORTH

TITLE/DISCIPLINE NAME/CONTACT COMPANY PHONE EMAIL

PROJECT MANAGER ALEX WEIERS TSP, Inc. 605.343.6102 weiersar@teamtsp.com

PROJECT ARCHITECT DAN JOHNSON TSP, Inc. 402.493.8997 johnsondp@teamtsp.com

CIVIL ENGINEER TODD SCHULTZ TSP, Inc. 605.343.6102 schultztm@teamtsp.com

STRUCTURAL ENGINEER ALEX WEIERS TSP, Inc. 605.343.6102 weiersar@teamtsp.com

MECHANICAL ENGINEER STEVEN TEBBEN TSP, Inc. 605.343.6102 tebbensm@teamtsp.com

ELECTRICAL ENGINEER DARREL BREN TSP, Inc. 605.336.1160 brendl@teamtsp.com

DESIGN TEAM

INDEX TO DRAWINGS

MOST COMMONLY USED ABBREVIATIONS

D DEPTH

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DFPT DRYFALL PAINT

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVIDE, DIVISION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING (S)

DWR DRAWER

DWTR DUMBWAITER

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENL ENLARGED

EMER EMERGENCY

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPS EXPANDED POLYSTYRENE BOARD

EPT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

ETR EXISTING TO REMAIN

EW EACH WAY

EXIST EXISTING

EXC EXCAVATE/EXCAVATION

EXH EXHAUST

EXP EXPANSION/EXPOSED

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FAB FABRICATE/FABRICATION

FD FLOOR DRAIN

FDC FIRE DEPRATMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLOUR FLOURESCENT

FLR FLOOR (ING)

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOF FACE OF FINISH

FR FIRE RESISTANT/FRAME

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FT FOOT, FEET/FIRE TREATED

FTG FOOTING

ABBREVIATIONS:

AB ANCHOR BOLT/ROD

ABV ABOVE

AC ASPHALTIC CONCRETE/AIR

CONDITIONER

ACC ACCESSIBLE

ACM ALUMINUM COMPOSITE MATERIAL

ACOUS ACOUSTICAL

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT, ADJOINING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

ALT ALTERNATE

ALUM ALUMINUM

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASI ARCHITECTURAL SUPPLEMENTAL

INFORMATION

BD BOARD

BEV BEVELED

BFF BELOW FINISH FLOOR

BL BRICK LEDGE

BLDG BUILDING

BLKG BLOCK (ING)

BM BEAM

BOT BOTTOM

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CHANNEL/CELSIUS

CAB CABINET

CB CERAMIC BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CF CUBIC FEET OR FOOT

CG CORNER GUARD

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLKG CAULKING

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER/CLEAN OUT

COL COLUMN

COMB COMBIMATION

COMP COMPOSITE/COMPOSITION

CONC CONCRETE

CONN CONNECT (ION)

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED/CORRIDOR

CPT CARPET

CPPT CARPET TILE

CSMT CASEMENT

CT CERAMIC TILE

CTB CARPET TILE BASE

CTR CENTER

FURR FURRING

FUT FUTURE

GA GAGE, GAUGE

GB GRAB BAR

GC GENERAL CONTRACTOR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUE LAMINATED (BEAM)

GWB GYPPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HC HANDICAP / HOLLOW CORE

HD HEAVY DUTY

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIR-

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER/DIMENISON

IN INCH(ES)

INCL INCLUDE (D), INCLUDING

INFO INFORMATION

INSP INSPECTION

INSTR INSTRUCTION(S)

INSUL INSULATE (D), INSULATION

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KO KNOCK OUT

L LENGTH / ANGLE

LAB LABORATORY

LAM LAMINATE (ED)

LAV LAVATORY

LB POUND

LF LINEAR FEET

LH LEFT HAND

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

MBC MINNESOTA BUILDING CODE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

S SOUTH

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT SECTION

SD SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLDG SLIDING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

ST STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SW SHEARWALL

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TEMP TEMPORARY/TEMPERED

TER TERRAZZO

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

TKBD TACKBOARD

TL TILE

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE/CURB

TOD TOP OF DECK

TOF TOP OF FOOTING (FOUNDATION)

TOP TOP OF PIER

TOJ TOP OF JOIST

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPO THERMOPLATIC POLYOLEFIN

TPTN TOILET PARTITION

TRANS TRANSVERSE

TS TUBE STEEL

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V SHEAR

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VARIFY IN FIELD

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W WEST/WIDTH

W/ WITH

W/O WITHOUT

WA WEDGE ANCHOR

WB WOOD BASE

WC WATER CLOSET

WD WOOD/WOODWORK

WDW WINDOW

WF (W) WIDE FLANGE

WG WALL GUARD

WH WATER HEATER

WI WROUGHT IRON

WL WIND LOAD

WP WATERPROOF (ING)

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT/WINDOW TREATMENT

WWF WELDED WIRE FABRIC

SYMBOLS USED AS ABBREVIATIONS:

& AND

L ANGLE

LL DOUBLE ANGLE

@ AT

d PENNEY

# POUND OR NUMBER

Ø ROUND OR DIAMETER

MR MIRROR

MTL METAL

(N) NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED / OWNER

INSTALLED

OH OVERHEAD

OPP OPPOSITE

OPG OPENING

ORIG ORIGINAL

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR/PROPOSAL REQUEST

PRCST PRECAST CONCRETE

PREFAB PREFABRICATE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT PAINT / PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS/RISER

RB RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECESSED

REF REFERENCE/REFRIGERATOR

REINF REINFORCE (D), (ING), (MENT)

REQ REQUIRE

REQD REQUIRED

RES RESILIANT FLOORING

RET RETURN

REV REVISION (S), REVISED

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL RIDGE LINE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RVS REVERSE (SIDE)

RWL RAIN WATER LEADER

EARTH / RECOMPACT SOIL

ENGINEERED FILL

GANULAR FILL / DRAINAGE

COURSE

STONE / GRAVEL

CONCRETE

NATIVE UNDISTURBED SOIL

BRICK

CONCRETE MASONRY UNIT

METAL/STEEL

RIGID INSULATION

GROUT

WOOD WALL / FINISH

MORTAR

PLYWOOD / OSB / PARTICLE

BOARD

WOOD-GLUED / LAMINATED

WOOD - BLOCKING OR SHIM

WOOD - CONTINUOUS

FRAMING

BATT OR BLANKET

INSULATION/FIRE SAFING

EXISTING AREAS / ELEMENTS

MATERIAL LEGEND

A - 5 0 1

A N N NA

SHEET SEQUENCE

NUMBER 01-99

SHEET TYPE

DESIGNATOR

DISCIPLINE

CHARACTER

MODIFIER

CHARACTER

SHEET TYPE DESIGNATORS

0 GENERAL (SYMBOLS LEGEND, NOTES, ETC)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISO, PERSP, PHOTOS)

1 2 3 4 5 6

E2 E3 E4

C5

A4A1

A

B

C

D

E

TS

P

A

B

C

D

E

1 2 3 4 5 6

DISCIPLINE CHARACTERS

G GENERAL

H HAZARDOUS

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIOR

P PLUMBING

M MECHANICAL

E ELECTRICAL

T TELECOMMUNICATIONS

R RESOURCE

SHEET IDENTIFICATION

TYPICAL MODIFIER CHARACTERS

B SUBSTRUCTURES

C CEILING/CHEMICALS

D DEMOLITION

E ELEMENTS

F FRAMING/FURNISHINGS

G GRAPHICS/GRADING

H HVAC

I INFORMATION/IMPROVEMENTS

L LIGHTING

N FINISHES

P PLAN/PIPING/POWER/PAVING/PLANTING

Q EQUIPMENT

S SITE

T TECHNOLOGY/TRANSPORTATION

U UTILITIES

ROOM TAG

REVISION TAG

KEYNOTE TAG

SECTION TAG

DETAIL TAG

EXTERIOR ELEVATION TAG

EXISTING ITEMS TO REMAIN

NEW WORK

EXISTING ITEMS TO BE

REMOVED

SYMBOLS LEGEND

NAME

A1

A-301

A1

A-501

INTERIOR ELEVATION TAG

NORTH ARROW

MATCH LINE

SEE - - - -

TOC

100'-0"

A1

PLAN OR DETAIL

SCALE: 1'-0" = 1'-0"

GRID

ELEVATION TAG

COLUMN/FND GRID

INDICATOR

MATCH LINE INDICATOR

VIEW TITLE

DOOR TAG

WINDOW TAG

101B

W1

PLAN NORTH

A-201A1

A-401A1

ISSUES

SHEET NUMBER

SHEET TITLE

A

2 3

1 2 3

4 5

4 5

A

TSP, Inc.

PROJECT

NOT

FO

R

CONSTR

UCTI

O N

600 Kansas City St.

Rapid City, SD 57701

(605) 343-6102 www.teamtsp.com

C C

B B

D D

© TSP, Inc. 2017

ISSUE DATE

CHECKED BY

DRAWN BY

PROJECT #

LI

S

TE

D

D R

A W

IN

G

S S

C A

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(S

) U N

LE

S

S R

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F R

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F O

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CONSULTANTS

Architecture Engineering

Planning

/7

/2

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:5

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P R e v it L o c a l\

D a k o ta P la in s

K y le

C lin ic A jo h n s o n d p

.r v t

COVER SHEET

G-001

0%

D E

S

IG

N D

O C

U M

E N

T S

Kyle, South Dakota

KYLE CLINIC HEALTH

CENTER ADDITION -

IHS

DAKOTA PLAINS

---04/07/2017

---03161153

SHEET INDEX - GENERAL

G-001 COVER SHEET

G-101 LIFE SAFETY & CONSTRUCTION TYPES

SHEET INDEX - CIVIL

C-101 SITE REMOVALS

C-102 SITE LAYOUT

C-103 SITE GRADING AND DRAINAGE

C-104 SITE UTILITIES

C-501 DETAIL SHEET

SHEET INDEX - STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES & TITLE SHEET

S-101 FOUNDATION & FIRST FLOOR FRAMING PLAN & DETAILS

S-102 ROOF FRAMING PLAN & DETAILS

S-501 SCHEDULES & DETAILS

SHEET INDEX - ARCHITECTURAL

AD-101 DEMOLITION PLAN

A-110 FLOOR & REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS & ROOF PLAN

A-301 BUILDING & WALL SECTIONS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-501 EXTERIOR DETAILS

A-502 INTERIOR DETAILS

A-601 SCHEDULES, WINDOW & DOOR TYPES

A-DEC PRELIMINARY LAYOUT FOR IHS KYLE (FOR REFERENCE ONLY)

SHEET INDEX - MECHANICAL

M-001 MECHANICAL TITLE SHEET

PD100 PLUMBING DEMOLITION PLAN - ADDITION CRAWLSPACE

PD101 PLUMBING DEMOLITION PLAN - ADDITION FIRST LEVEL

PL100 PLUMBING PLAN - ADDITION CRAWLSPACE

PL101 PLUMBING PLAN - ADDITION FIRST LEVEL

PL110 PLUMBING ROOF PLAN

PL601 PLUMBING SCHEDULES

M-100 OVERALL CRAWL SPACE PIPING PLAN

M-101 OVERALL BUILDING PIPING PLAN

MD101 MECHANICAL DEMOLITION PLAN - ADDITION FIRST LEVEL

MH100 MECHANICAL HVAC PLAN - ADDITION CRAWLSPACE

MH101 MECHANICAL HVAC PLAN - ADDITION FIRST LEVEL

MP100 MECHANICAL PIPING PLAN - ADDITION CRAWLSPACE

MP101 MECHANICAL PIPING PLAN - ADDITION FIRST LEVEL

M-120 MECHANICAL ROOF PLAN

M-601 MECHANICAL SCHEDULES

SHEET INDEX - ELECTRICAL

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

E-101 ELECTRICAL DEMOLITION AND LIGHTING PLANS

E-102 POWER AND TECHNOLOGY PLANS

E-103 LIGHTNING PROTECTION PLAN

E-401 ENLARGED PLANS - MECHANICAL/ ELECTRICAL ROOM

E-501 ELECTRICAL DETAILS AND RISER DIAGRAM

E-601 ELECTRICAL SCHEDULES

KYLE CLINIC HEALTH CENTER

ADDITION - IHS

100% DESIGN DOCUMENTS

04/07/2017

Kyle, South Dakota

DAKOTA PLAINS

MARK DATE DESCRIPTION

LIFE SAFETY LEGEND

TRAVEL DISTANCE

25'-0"

FIRE EXTINGUISHER CABINET FEC

FIRE EXTINGUISHER FE

EGRESS WIDTH/OCCUPANT LOAD SERVED

COMMON PATH

32" 160 OCC

OCCUPANT LOAD

CONCURRENT OCCUPANT LOAD

2HR FIRE WALL

2HR FIRE BARRIER

1HR FIRE BARRIER

1HR FIRE PARTITION

1HR SHAFT ENCLOSURE

2HR SHAFT ENCLOSURE

1HR SMOKE BARRIER

SMOKE PARTITION

2HR SMOKE BARRIER

AREA OF RENOVATION IS LIMITED TO

PROVIDING AUTOMATIC SPRINKLER SYSTEM

COMPLYING WITH IBC SECTION 903.3.1

(LIGHT GRAY HATCH)

AREA OF RENOVATION (DIAGONAL HATCH)

AREA OF MODIFICATION (CROSS HATCH)

NEW ADDITION

N E

W

E X

IS

T

IN

G

NEW

EXISTING

EXTG.

3'-10"

914 SF

MAIN PUBLIC WAITING

119 SF

VESTIBULE

120 SF

DENT. OPER

126 SF

DENT. OPER

118 SF

DENT. OPER

118 SF

DENT. OPER

119 SF

DENT. OPER

210 119 SF

DENT. OPER

67 SF

STORAGE

128 SF

DENTAL RECEPT.

24 SF

LKR.

TOTAL BUSINESS

OCCUPANCY AREA

18,960 SF GROSS

16,650 SF EXISTING

2,310 SF NEW

TOTAL OCCUPANCY = 190

PER IBC TABLE 1006.3.1: 3 EXITS REQUIRED

7 EXITS FROM FLOOR PROVIDED

(1 DOORS TO STAIR AND 7 EXITS AT GRADE)

TOTAL EXIT WIDTH REQUIRED: 562 x 0.2 = 112"

TOTAL EXIT WIDTH PROVIDED: 412.5"

D E

A D

E N

D

9'

0"

18 SF

JANITOR

100 SF

LAB

76 SF

SHARED STOR

56 SF

MED. ALC.

117 SF

LOUNGE

144 SF

SHARED OFFICE

107 SF

EXAM

107 SF

EXAM

73 SF

CLEAN

73 SF

SOIL

58 SF

NURSING

133 SF

N.S.

326 62 SF

FAMILY TLT

106 SF

OFFICE

150 SF

TREAT/ PROC

101 SF

EXAM

102 SF

EXAM

70.5"

34.5"

34.5"

34.5"

DW=3' - 0"DW=3' - 0"

45 SF

STORAGE

39 SF

X-RAY

56 SF

SUP.OFF.

4' -4

4'-10"

DW=3' - 0"

FLOOR HATCH

AREA OF MODIFICATION (CROSS HATCH)

4' - 5 3/4"

FEC

FEC

FEC

FEC

FEC

FEC

FEC

4' -0

5' -0

FEC

GOVERNING CODES:

BUILDING

2015 INTERNATIONAL BUILDING CODE

2014 EDITION OF THE FACILITIES GUIDELINES INSTITUTE (FGI)

GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS

AND OUTPATIENT FACILITIES (CHAPTER 3)

ACCESSIBILITY

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

FIRE /LIFE SAFETY

2012 NFPA 101 LIFE SAFETY CODE

MECHANICAL

2015 INTERNATIONAL MECHANICAL CODE

PLUMBING

2015 UNIFORM PLUMBING CODE

ELECTRICAL

2014 NATIONAL ELECTRICAL CODE

CODE SUMMARY

B Outpatient ClinicOccupancy Classification:

Type II-B

Existing is Non-sprinkled. Sprinklers will be added.

Addition is to be sprinkled.

Entire facility will be sprinkled per IBC Section 903.3.1

Type of Construction:

Total Building Height = 23'-4"Actual Height:

IBC Table 504.3 = 55 ftAllowable Height:

Actual Areas:

IBC Table 506.2 = 23,000 sfAllowable Area:

PLUMBING FIXTURE REQUIREMENTS

W.C. Men - 2 4 W.C. Women - 2 4 LAV. Men - 2 4 LAV. Women - 2 4 Unisex Toilet Rooms - 0 7 Drinking FT - 2 3 Service Sink - 1 1

Fixtures Required

Fixtures Provided

IBC Table 2902.1 - B Business 95 Men and 95 Women (for entire facility)

Common Path of Travel (IBC Table 1006.2.1): 100 ft max.

Fire resistive Rating Requirements (Table 601):

Structural Frame 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Exterior Non Bearing Walls (per table 602) 0 Interior Non Bearing Walls 0 Floor Construction 0 Roof Construction 0

Building Element Rating (in hours)

Storage Smoke Partition

(NFPA 8.7.1.2)

Waste and Linen Collection Smoke Partition (IBC Table 509)

Incidental Use Separation :

(IBC)

Special Hazard Protection

(NFPA)

CHAPTER 3

CHAPTER 5

CHAPTER 6

CHAPTER 9

CHAPTER 10

CHAPTER 29

First Floor = 20,000 sf Penthouse = 1,128 sf Total Building = 21,128 sf

Egress Width (IBC Section 1005.3.3): 190 x .2 = 38" total

Corridors (IBC Table 1020.1): Serving greater than 30 occupants with sprinker system do not need to be rated.

PROJECT ADDRESS:

KYLE HEALTH CENTER

KYLE, SD

Total Building Stories = 2 (1 Occupied Floor + Mechanical Penthouse)Actual Stories Above Grade:

IBC Table 504.4 = 3Allowable Stories Above Grade:

Travel Distance to Exit (IBC Table 1017.2): 300 feet max.

Dead-End Corridors (IBC Table 1020.4): 50 feet max.

Minimum Number of Exits per floor: 2 (4 provided) (IBC Table 1006.3.1)

NOTE: EACH UNISEX TOILET ROOM INCLUDES

ONE TOILET AND ONE LAVATORY.

Max. Travel to Fire Extinguisher (IBC Section 906.3): 75 ft

S E

C T

IO

N

(A T

F

LO

O R

P

LA

N

S E

C T

IO

N

(A T

C E

IL

IN

G

S E

C T

IO

N

(A T

D E

C K

4" PARTITION - CHASE

WALL ASSEMBLY

- 5/8" GYPSUM BOARD

- 3 5/8" METAL STUDS

S E

C T

IO

N

(A T

F

LO

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P

LA

N

S E

C T

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N

(A T

C E

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IN

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S E

C T

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(A T

D E

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UL DESIGN NO. U442

5" PARTITION - 1HR

WALL ASSEMBLY

- 5/8" GYPSUM BOARD

- 3 5/8" METAL STUDS

- 5/8" GYPSUM BOARD

= PROVIDE SOUND INSULATION

SOUND

INSULATION AT

TYPE 'A3CS' ONLY

= PROVIDE SOUND INSULATION

SOUND

INSULATION AT

TYPE 'A3AS' ONLY

S E

C T

IO

N

(A T

F

LO

O R

P

LA

N

S E

C T

IO

N

(A T

C E

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IN

G

S E

C T

IO

N

(A T

D E

C K

UL DESIGN NO. U465

7" PARTITION - 1HR

WALL ASSEMBLY

- 5/8" GYPSUM BOARD

- 6" METAL STUDS

- 5/8" GYPSUM BOARD

= PROVIDE SOUND INSULATION

SOUND

INSULATION AT

TYPE 'A6AS' ONLY

S E

C T

IO

N

(A T

F

LO

O R

P

LA

N

5" FURRING

WALL ASSEMBLY

- 5/8" GYPSUM BOARD

- 3 5/8" METAL STUDS

FACE OF

WALL

BRACE PARTION

TO STRUCT.

ABOVE. REF SPEC.

STUDS & GYP. BD.

TO EXTEND 4" TO

6" ABOVE CEILING

4 7/8" 4 1/4" 7 1/4" 4 1/4" 1/2"

A3AS

A3A

A3CS

A3C

A6AS

A6A D3B

= PROVIDE SOUND INSULATIOND3BS

S E

C T

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N

(A T

F

LO

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P

LA

N

S E

C T

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(A T

C E

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S E

C T

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(A T

D E

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UL DESIGN NO. U465

5" PARTITION - 1HR (LEAD)

WALL ASSEMBLY

- 5/8" GYPSUM BOARD

- 3 5/8" METAL STUDS

- 5/8" LEAD LINED

GYPSUM BOARD

= PROVIDE SOUND INSULATION

SOUND

INSULATION AT

TYPE 'A3ES'

ONLY

LEAD LINED

GYP. BD. TO

7'-0" AFF

U.N.O

4 7/8"

A3ES

A3E

S E

C T

IO

N

(A T

F

LO

O R

P

LA

N

3" FURRING

WALL ASSEMBLY

- 5/8" GYPSUM BOARD

- 2 1/2" METAL STUDS

FACE OF

WALL

BRACE PARTION TO

STRUCT. ABOVE.

REF SPEC. STUDS &

GYP. BD. TO

EXTEND 4" TO 6"

ABOVE CEILING

3 1/8" 1/2"

D2B

MB1

EXTERIOR WALL

CMU WITH MASONRY

WALL ASSEMBLY

- 5/8" GYPSUM WALL BOARD

- 2 1/2" RIGID INSULATION - TAPED JOINTS

- AIR BARRIER

- 6" CONCRETE MASONRY UNITS

- FLUID-APPLIED WEATHER BARRIER

- AIR SPACE

- 4" MASONRY, 4" FACE BRICK, OR SOILDER COURSE

(REF ELEVATIONS & WALL SECTIONS)

FLOOR CONSTRUCTION

FLOOR ASSEMBLY:

- 4" CONCRETE FLOOR (REF STRUCT)

- 1 1/2" METAL FLOOR DECK (REF STRUCT)

- STRUCTURAL STEEL (REF STRUCT)

* REF STRUCTURAL FOR ADDITIONAL INFORMATION

ROOF CONSTRUCTION

ROOF ASSEMBLY:

* REF STRUCTURAL FOR ADDITIONAL INFORMATION

- ADHERED ROOFING MEMBRANE

- TAPERED RIGID ROOF INSULATION

- 4" BASE LAYER RIGID ROOF INSULATION

- CLASS 1 VAPOR RETARDER

- METAL DECK

- STEEL BEAM OR JOIST

F2 R1

1'-1"

FLOOR CONSTRUCTION

FLOOR ASSEMBLY:

- 2" SAND

- VAPOR BARRIER

- GRADED SOIL

* REF STRUCTURAL FOR ADDITIONAL INFORMATION

F1

PROVIDE MINIMUM AVERAGE R-38

NORTH

(ACTUAL)

NORTH

(REFERENCE)

ISSUES

SHEET NUMBER

SHEET TITLE

A

2 3

1 2 3

4 5

4 5

A

TSP, Inc.

PROJECT

NOT

FO

R

CONSTR

UCTI

O N

600 Kansas City St.

Rapid City, SD 57701

(605) 343-6102 www.teamtsp.com

C C

B B

D D

© TSP, Inc. 2017

ISSUE DATE

CHECKED BY

DRAWN BY

PROJECT #

LI

S

TE

D

D R

A W

IN

G

S S

C A

LE

(S

) U N

LE

S

S R

E D

U C

E D

F R

O M

O R

IG

IN

A L x

F O

R M

A T

CONSULTANTS

Architecture Engineering

Planning

KEY PLAN

EXTG. BLDG.

NEW ADDITION

/6

/2

:1

:2

P

M

I:

T S

P R e v it L o c a l\

D a k o ta P la in s

K y le

C lin ic A jo h n s o n d p

.r v t

LIFE SAFETY &

CONSTRUCTION

TYPES

G-101

0%

D E

S

IG

N D

O C

U M

E N

T S

Kyle, South Dakota

KYLE CLINIC HEALTH

CENTER ADDITION -

IHS

DAKOTA PLAINS

AJP04/07/2017

DPJ03161153

SCALE: 1/16" = 1'-0"

C1

FIRST LEVEL CODE PLAN

LEGEND - PARTITION TYPES

MARK DATE DESCRIPTION

LEGEND - CONSTRUCTION TYPES

meyerdr Rectangle meyerdr Text Box

- SUBSTRATE BOARD

meyerdr Callout

THIS IS A 1/4" BOARD OVER ROOF DECK

AND

ANGLE

DOUBLE ANGLE

AT

CENTER LINE

PARALLEL

PENNEY

PERPENDICULAR

PLATE

POUND OR NUMBER

ROUND OR DIAMETER

ARCHITECTURAL AND

ENGINEERING

ANCHOR BOLT/ROD

ABOVE

ADDENDUM

ADHESIVE

ADJUSTABLE, ADJACENT,

ADJOINING

ABOVE FINISH FLOOR

AGGREGATE

ANCHOR, ANCHORAGE

ALTERNATE

APPROXIMATE

ARCHITECT (URAL)

BEVELED

BELOW FINISH FLOOR

BRICK LEDGE

BLOCK (ING)

BEAM

BOTTOM

BOTTOM OF

BOTTOM OF CONCRETE

BOTTOM OF FOOTING

BEARING

BRICK

BASEMENT

BETWEEN

CHANNEL

CUBIC FEET OR FOOT

CHAMFER

CAST-IN-PLACE CONCRETE

CONTROL JOINT

CENTER LINE

CONCENTRATED LOAD

CEILING

CLEAR,CLEARANCE

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECT (ION)

CONSTRUCTION

CONTINUOUS, CONTINUE

CONTRACT (OR)

COORDINATE

CORRUGATED

CENTER

CUBIC YARD

L

LL

C d P Ø

A&E

AB

ABV

ADDM

ADH

ADJ

AFF

AGGR

AHR

ALT

APPROX

ARCH

BEV

BFF

BL

BLK

BM

BOT

BO

BOC

BOF

BRG

BRK

BSMT

BTWN

C

CF

CHFR

CIPC

CJ

CL

CL

CLG

CLR

CMU

COL

CONC

CONN

CONSTR

CONT

CONTR

COORD

CORR

CTR

CY

L

L

ABBREVIATIONS:

SYMBOLS USED AS ABBREVIATIONS:

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

EMBED (ED)

EQUAL

EQUIPMENT

ESTIMATE

EACH WAY

EXISTING

EXPANSION

EXPOSED

EXPANSION BOLT

EXTERIOR

FLOOR DRAIN

FINISH FLOOR ELEVATION

FINISH (ED)

FLANGE

FLOOR (ING)

FOUNDATION

FACE OF

FACE OF CONCRETE

FACE OF MASONRY

FACE OF STUD

FACE OF WALL

FOOT, FEET

FOOTING

FAR SIDE

FUTURE

EA

EF

EJ

EL

EMB

EQ

EQUIP

EST

EW

EXIST

EXP

EXP

EXP BT

EXT

FD

FFE

FIN

FLG

FLR

FND

FO

FOC

FOM

FOS

FOW

FT

FTG

FS

FUT

DOUBLE

DEMOLITION, DEMOLISH

DETAIL

DIAMETER

DIAGONAL

DIMENSION

DIVIDE, DIVISION

DEAD LOAD

DRAIN

DRAIN TILE

DRAWING (S)

DBL

DEMO

DET

DIA

DIAG

DIM

DIV

DL

DR

DT

DWG

GAGE, GAUGE

GALVANIZED

GENERAL CONTRACTOR

GLU LAMINATED (BEAM)

GRADE BEAM

GRATING

GYPSUM

GA

GALV

GC

GLU-LAM

GR BM

GRTG

GYP

HEIGHT

HEADED ANCHOR BOLT

HEADED ANCHOR STUD

HOLLOW CORE

HEADER

HORIZONTAL

HOLLOW STRUCTURAL SHAPE

HEIGHT

H

HAB

HAS

HC

HDR

HORIZ

HSS

HT

INSIDE DIAMETER

INCLUDE (D), INCLUDING

INSULATE (D), INSULATION

INTERIOR

INVERT ELEVATION

ID

INCL

INSUL

INT

INV EL

THOUSAND POUND (KIP)

KEYED CONSTRUCTION JOINT

THOUSAND POUND

THOUSAND POUND PER LINEAR

FOOT

THOUSAND POUND PER SQUARE

FOOT

THOUSAND POUND PER SQUARE

INCH

K

KCJ

KIP

KLF

KSF

KSI

JOIST

JOINT

JST

JT

LENGTH

LAMINATE (ED)

POUND

LINEAR FEET

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOCATION

LONGITUDINAL

LINTEL

LIGHTWEIGHT

LOUVER

L

LAM

LB

LF

LL

LLH

LLV

LOC

LONG

LTL

LT WT

LVR

MACHINE

MATERIAL

MAXIMUM

MEMBER

MISCELLANEOUS CHANNEL

MECHANICAL

MANUFACTURE (R)

MINIMUM

MISCELLANEOUS

METAL

MACH

MATL

MAX

MBR

MC

MECH

MFR

MIN

MISC

MTL

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NEAR SIDE

NON-SHRINK, NON-METALLIC

NOT TO SCALE

NA

NIC

NO

NS

NSNM

NTS

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

OC

OD

OH

OPP

PARALLEL

POUNDS PER CUBIC FOOT

PEDESTAL

PERFORATED

PERPENDICULAR

PRECAST

PREFABRICATE

PLATE

POUNDS PER LINEAR FOOT

PLYWOOD

PANEL

PAIR

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POST TENSION (ED)

POINT

POLYVINYL CHLORIDE

PAR

PCF

PED

PERF

PERP

PC

PREFAB

PL

PLF

PLYWD

PNL

PR

PSI

PSF

PT

PT

PVC

SECTION

SHEET

SHEATHING

SIMILAR

SLEEVE

SEALANT

SLAB-ON-GRADE

SPECIFICATION (S)

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

SUSPENDED

SYMMETRY, SYMMETRICAL

SECT

SHT

SHTHG

SIM

SLV

SLNT

SOG

SPEC

SQ

SST

STD

STL

STRUCT

SUSP

SYMM

RADIUS/RISE (R)

REINFORCED CONCRETE PIPE

REFERENCE

REINFORCE (D), (ING)

REQUIRE

REQUIRED

REVISION (S), REVISED

ROUGH OPENING

REVERSE (SIDE)

R

RCP

REF

REINF

REQ

REQD

REV

RO

RVS

TREAD

TOP AND BOTTOM

TONGUE AND GROOVE

TO BE DETERMINED

THREAD (ED) (S)

THICKNESS

THROUGH

TOTAL LOAD

TOP OF

TOP OF BEAM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF PIER

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TRANSVERSE

TUBE STEEL

TYPICAL

T T&B T&G

TBD

THD

THK

THRU

TL

TO

TO BM

TOC

TOF

TOP

TOS

TOS

TOW

TRANS

TS

TYP

UNLESS NOTED OTHERWISEUNO

SHEAR

VERTICAL

VAPOR RETARDER

V

VERT

VR

WIDTH

WITH

WITHOUT

WEDGE ANCHOR

WOOD

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

WELDED WIRE FABRIC

W W/ W/O

WA

WD

WF (W)

WL

WP

WT

WWF

MOST COMMONLY USED STRUCTURAL ABBREVIATIONS

SYMBOLS LEGEND

TOP OF

FOUNDATION WALL

ELEVATION

TOP OF

FOOTING

ELEVATION

CORNER REINF

INDICATOR

CONTINUOUS

BEAM INDICATOR

FOUNDATION

WALL STEP

FOOTING

STEP

MASONRY PIER

INDICATOR

WALL

REINFORCING

INDICATOR

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

DETAIL SECTION

INDICATOR

EQUIPMENT

INDICATOR

COLUMN/FND

GRID

INDICATOR

PC SPAN

IDENTIFIER

PIER TAG

INDICATORELEVATION TAG

ROOF SLOPE

INDICATOR

DETAIL

INDICATOR

WALL SECTION

INDICATOR

DETAIL BUBBLE

INDICATORS

BUILDING

SECTION

INDICATOR

EXTERIOR

ELEVATION

SYMBOL

TRUE NORTH

MAGNETIC

NORTH

PLAN NORTH

MATCH LINE INDICATOR DETAIL/SECTION/PLAN

INDICATOR

OPTIONAL

SYMBOLS

ADDED TO

PLAN NORTH

NORTH

ORIENTED

90° TO THE

SHEET

MATCH LINE

SEE - - - -

TOC

100'-0'

A1 A-101

A1 A-101

A1 A-101

A1 A-101

A1 A-101

TRUE N

ORTH

SPAN

12 XX" Ø X

XX'-X" XX'-X"

GRID1234

A

A

R

P1

100'-0" 99'-4" STP WALLSTP FTG

CONT

C1

PLAN NORTH

A1

PLAN OR DETAIL

SCALE: 1'-0" = 1'-0"

GENERAL STRUCTURAL NOTES

DESIGN CODE

1. INTERNATIONAL BUILDING CODE, 2015

DESIGN LOADS

1. FLOOR LOADS

CORRIDOR AND STAIR LIVE LOAD - 100 PSF

OFFICE FLOOR LIVE LOAD - 50 PSF

PLUS PARTITION SUPERIMPOSED FLOOR LIVE LOAD - 15 PSF

2. ROOF LIVE LOAD

GROUND SNOW LOAD Pg = 43 PSF FLAT ROOF SNOW LOAD Pf = 30 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I = 1.0

THERMAL FACTOR Ct = 1.0

PLUS APPLICABLE SLIDING, DRIFTING AND UNBALANCED SNOW LOAD INCREASES

3. CONCENTRATED LOADS AS SHOWN IN IBC TABLE 1607.1 SHALL BE ADDED TO THE UNIFORM LOADS

SHOWN ABOVE.

4. WIND LOADS

BASIC WIND SPEED = 115 MPH

RISK CATEGORY II (ASCE 7-10)

WIND EXPOSURE = C

5. SEISMIC LATERAL LOADS

RISK CATEGORY II (ASCE 7-10)

SPECTRAL RESPONSE COEFFICIENTS

SS (0.2 SEC)= 0.137g S1 (1.0 SEC)= 0.042g

SEISMIC IMPORTANCE FACTOR = 1.00

SITE CLASS D ASSUMED

SEISMIC DESIGN CATEGORY B

MATERIALS GRADES AND STRENGTHS

1. CAST-IN-PLACE CONCRETE

FOOTINGS, FOUNDATIONS, PIERS AND SLABS - 4000 PSI

2. MASONRY

CONCRETE MASONRY UNITS - ASTM C90

MASONRY CORE FILL AND BOND BEAMS - 3000 PSI

3. REINFORCING STEEL

BARS - ASTM A615 (GRADE 60)

BARS – ASTM A706 (WELDABLE REBAR) USE WHERE INDICATED

WELDED WIRE FABRIC - ASTM A185

4. STRUCTURAL STEEL

WIDE FLANGE SHAPES - ASTM A992 (Fy=50 KSI) PLATES AND OTHER SHAPES - ASTM A36 (Fy=36 KSI) HOLLOW STRUCTURAL SECTION (RECTANGULAR)- ASTM A500, GRADE B (Fy=46 KSI)

STEEL PIPE - ASTM A53

HIGH STRENGTH BOLTS, UNO - A325N

ANCHOR BOLTS/RODS - ASTM F1554, GRADE 36

EXPANSION BOLTS - HILTI KWIK BOLT III

HEADED STUDS - ASTM A108

5. LIGHT GAUGE STEEL FRAMING

STUDS, JOISTS & ACCESSORIES – ASTM A653, GRADE 33(Fy=33 KSI), G60 GALVANIZED

6. WOOD FRAMING (MISC.)

DIMENSION LUMBER - HEM-FIR #2 OR BETTER

MICROLAMS (LVL) – Fb=2600 psi, E= 1,900,000 psi, Fv =285 psi

SHEATHING (SUBFLOOR, ROOF, WALL) - APA RATED, THICKNESS,

GRADE AND EXPOSURE AS NOTED ON THE DRAWINGS

BOTTOM PLATES – TREATED HEM-FIR STUD GRADE

GENERAL

1. THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS IS NOT TO BE SCALED, AS THE ITEMS

SHOWN MAY NOT BE TO SCALE FOR THE SPECIFIC LOCATION.

2. NO OPENINGS OR SLEEVES SHALL BE CUT OR PROVIDED IN WALLS OR FLOOR CONSTRUCTION

WITHOUT APPROVAL BY THE A/E.

3. EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS TO DETERMINE LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, REVEALS, DEPRESSIONS

AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

4. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO

THE ARCHITECT/ENGINEER AT ONCE FOR RESOLUTION.

5. STRUCTURAL MEMBERS INCLUDING JOISTS, SLABS, BEAMS, TRUSSES, COLUMNS AND WALLS ARE

DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT

OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ANY STAGE OF CONSTRUCTION)

UNTIL COMPLETION OF THIS PROJECT.

FOUNDATIONS

1. FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF.

REFERENCE FMG, INC. REPORT FILE NO. 6243 DATED 12-17-1986 FOR THE EXISTING MEDICAL CLINIC (GEOTECHNICAL REPORT). CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS PROVIDED IN THE

GEOTECHNICAL REPORT FOR CONSTRUCTION OF SHALLOW SPREAD-FOOTING FOUNDATION

SYSTEM. SOILS/AGGREGATE SHALL MEET ALL MOISTURE, COMPACTION AND AGGREGATE

SIZE/GRADATIONS SPECIFIED IN THE PROJECT SPECIFICATIONS, GEOTECHNICAL REPORT OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER/TESTING SERVICE, WHICHEVER IS MOST STRINGENT.

IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, NOTIFY THE

ARCHITECT/ ENGINEER AT ONCE FOR RESOLUTION.

2. TESTING SERVICE MUST INSPECT AND APPROVE SUBGRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED THEREON. NOTIFY TESTING SERVICE PRIOR TO PROCEEDING

WITH PLACEMENT OF FOOTINGS, FILL, OR OTHER CONSTRUCTION OVER SUBGRADES AND FILL.

3. WATER SHALL NOT BE PERMITTED TO POND IN FOOTING EXCAVATION. KEEP EXCAVATION DRY.

FAILURE TO DO SO WILL BE CAUSE FOR REQUIRING CONTRACTOR TO REMOVE WATER DAMAGED

SOILS AND REPLACE WITH CONTROLLED FILL AS DIRECTED.

4. SHOULD ANY QUESTIONABLE CONDITIONS BE ENCOUNTERED DURING EXCAVATION, NOTIFY A/E IMMEDIATELY. FOOTING ELEVATIONS ARE SUBJECT TO CHANGE DEPENDING ON SOIL CONDITIONS

ENCOUNTERED.

5. REMOVE ANY ABANDONED SEWER OR SERVICE LINE ENCOUNTERED DURING EXCAVATION WITHIN

THE BUILDING LINES. SHOULD SUCH LINES BE FOUND BELOW OR ADJACENT TO FOOTING

LOCATIONS, NOTIFY THE A/E.

6. ALL FOOTINGS SHALL BE CENTERED UNDER WALLS. NO OFFSETS SHALL BE PERMITTED.

7. WALLS RETAINING SOIL HAVE BEEN DESIGNED FOR AN EQUIVALENT FLUID PRESSURE OF 40PCF.

ONLY FREE DRAINING GRANULAR FILL SHALL BE USED.

8. WHERE FILL MATERIAL IS PLACED ON BOTH SIDES OF GRADE BEAMS OR WALLS, IT SHALL BE PLACED IN LAYERS ALTERNATELY ON OPPOSITE SIDES TO MAINTAIN LEVELS THAT WILL AVOID

DISPLACEMENT OF, OR DAMAGE TO, THE WALLS OR BEAMS.

9. WHERE FILL MATERIAL IS PLACED ON ONE SIDE OF A WALL, THE WALL SHALL BE ADEQUATELY SHORED AND BRACED OR THE MATERIAL SHALL NOT BE PLACED UNTIL SUPPORTING FLOOR SLABS

HAVE BEEN POURED AND SET.

10. NO FILL OR BACKFILL SHALL BE "SETTLED" BY THE USE OF WATER.

11. PROVIDE DRAINAGE COURSE BELOW ALL INTERIOR, EARTH SUPPORTED, CONCRETE SLABS

UNLESS NOTED OTHERWISE. REFERENCE PLANS AND SPECIFICATIONS.

12. CONTINUOUS FOOTINGS SHALL BE STEPPED AT A SLOPE OF ONE VERTICAL TO ONE HORIZONTAL AT LOCATIONS NOTED ON THE PLANS OR AS REQUIRED FOR CONSTRUCTION. (REF DETAIL A1/S-501)

13. PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE FROM FROST PENETRATION UNTIL

PROJECT COMPLETION.

14. SLOPE BETWEEN ADJACENT FOOTINGS OR EXCAVATIONS SHALL NOT EXCEED ONE VERTICAL TO

TWO HORIZONTAL. STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE.

15. ALL EXTERIOR DOORS SHALL HAVE A FROST-FREE STOOP.

16. AT LOCATIONS IN WHICH UTILITIES PENETRATE THE FOUNDATION WALL, PROVIDE A SLEEVE IN THE

CONCRETE FOUNDATION WALL. (REF DETAIL A2/S-501)

CONCRETE

1. CODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION IS ACI 318, LATEST EDITION.

2. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI DETAILING

MANUAL, LATEST EDITION

3. IN ADDITION TO OTHER REINFORCING NOTED, PROVIDE 2 - #5 ON EVERY SIDE OF EACH OPENING IN

CONCRETE WALLS. EXTEND #5 BARS 24" BEYOND EACH EDGE OF OPENING.

4. POLYPROPYLENE FIBER REINFORCING, FIBRILLATED, (BY FIBERMESH OR APPROVED EQUAL) IS TO BE USED FOR ALL INTERIOR AND EXTERIOR CONCRETE SLAB LOCATIONS SHOWN ON THESE STRUCTURAL

SHEETS AS TEMPERATURE AND SHRINKAGE REINFORCING. APPLY REINFORCING AT THE

MANUFACTURER'S RECOMMENDED RATE OR 1.5 LB/CY, WHICHEVER IS GREATER.

5. AT FLOOR DRAINS, SLOPE FLOOR UNIFORMLY THROUGHOUT THE ROOM TO THE DRAIN, (UNO).

6. ALL REINFORCING BARS SHALL BE LAP SPLICED WITH THE GREATER LENGTH OF A CLASS B TENSION LAP SPLICE OR 50 BAR DIAMETERS (FOR #6 BARS AND SMALLER) OR 62 BAR DIAMETERS (FOR #7 AND GREATER), EXCEPT WHERE NOTED OR DETAILED OTHERWISE. STAGGER LAPS IN SLABS AND WALLS.

SPLICE BARS IN GRADE BEAMS, STRUCTURAL SLABS, JOISTS, BEAMS, PILASTERS OR COLUMNS ONLY

WHERE SHOWN ON DRAWINGS OR SCHEDULES APPROVED BY A/E.

7. LAP W.W.F. WIRE SPACING PLUS 2" (6" MINIMUM).

8. MINIMUM CONCRETE COVER TO REINFORCING STEEL, UNO, SHALL BE AS FOLLOWS:

- SURFACES CAST AGAINST EARTH: 3"

- FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:

2" FOR #6 BAR OR LARGER

1-1/2" FOR #5 BAR OR SMALLER

- FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:

- WALLS, SLABS, JOISTS: 3/4" FOR #11 BAR OR SMALLER

- BEAMS, COLUMNS, PIERS: 1-1/2”

9. DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING

STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE.

10. BAR SUPPORTS, WHICH COME IN CONTACT WITH EXPOSED SURFACES, SHALL HAVE PLASTIC OR RUBBER

TIPS OR BE STAINLESS STEEL.

11. PROVIDE HOOKED DOWELS OF SAME SIZE AND SPACING AS VERTICAL OR COLUMN REINFORCING AT THE FOUNDATION, UNLESS NOTED OTHERWISE. ALL HOOKED DOWELS SHALL BE TIED IN PLACE PRIOR TO

CONCRETE PLACEMENT.

12. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND

INTERSECTIONS OF WALLS, BEAMS, BOND BEAMS, AND FOOTINGS. (REF DETAIL B5/S-101)

13. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN, OR WHEN ALTERNATE LOCATIONS ARE PROPOSED, DRAWINGS OF CONSTRUCTION AND CONTROL JOINTS LAYOUT AND PLACING SEQUENCE SHALL BE

SUBMITTED FOR APPROVAL PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS.

14. HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS SHALL BE

MADE AT MIDSPAN OR POINTS OF MINIMUM SHEAR.

15. PROVIDE KEYED CONSTRUCTION JOINTS (KCJ) IN SLABS AT LOCATIONS NOTED.

16. SIZE OF CONCRETE POURS BETWEEN CONSTRUCTION JOINTS SHALL BE LIMITED TO:

FOUNDATION WALLS: UNLIMITED (FROST DEPTH - NON-EXPOSED)

CONCRETE ON METAL DECK: 10,000 SQFT WITH A MAXIMUM DIMENSION OF 100 FT. WITH INTERMEDIATE CONSTRUCTION JOINTS LOCATED FROM GIRDERS ONE-THIRD THE BAY SPAN AND FROM PURLINS ONE-

THIRD THE PURLIN SPACING

17. VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS OR WALLS AND COORDINATE ANY

ADDITIONAL REQUIRED OPENINGS WITH OTHER TRADES AND THE ARCHITECT/ENGINEER.

18. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL CONTAIN 6%(+/- 1.5%) ENTRAINED AIR.

19. ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE.

20. CALCIUM CHLORIDE IS NOT PERMITTED IN ANY CONCRETE ADMIXTURES.

21. SUBMIT MIX DESIGN TO ENGINEER/ARCHITECT FOR APPROVAL PRIOR TO PLACING ANY CONCRETE.

22. CURE CONCRETE ACCORDING TO ACI 308.1 OR A COMBINATION OF MOISTURE CURING, COVER CURING, CURING COMPOUNDS, OR CURING & SEALING COMPOUNDS.

MASONRY

1. PROVIDE VERTICAL REINFORCEMENT IN EXTERIOR MASONRY WALLS THUS, UNO: #5 @ 48”OC

2. DOWEL VERTICAL WALL REINFORCING TO FOUNDATION WITH 1'-4" BARS OF SAME SIZE, UNO.

3. REINFORCE SIDES OF ALL OPENINGS AND CORNERS OF WALLS WITH (2) #5 VERTICAL FULL HEIGHT.

4. REINFORCE ALL BOND BEAMS WITH (2) #4 CONTINUOUS. REINFORCING TO BEND 1'-6" AROUND ALL CORNERS

OR USE 3'-0" CORNER BARS.

5. SHOP WELD ALL LINTEL UNITS.

6. PROVIDE 1/4" PLATE LINTELS AT RECESSED TOWEL DISPENSERS AND FIRE EXTINGUISHER CABINETS.

7. AT ALL UNFRAMED OPENINGS 3'-0" WIDE OR NARROWER, WHERE NO STEEL LINTEL IS INDICATED, PROVIDE REINFORCED CONCRETE BLOCK LINTELS. REINFORCE WITH 1-#5 PER 4" WALL THICKNESS. END BEARINGS 8" MINIMUM. NOTIFY A/E IF BEAM, JOIST OR COLUMN BEARING OCCURS ABOVE OPENING.

8. PROVIDE WELDED WIRE JOINT REINFORCING IN ALL MASONRY WALLS AT 16" O.C. MAXIMUM.

9. PROVIDE REINFORCING BARS AT LOCATIONS INDICATED ON THE DRAWINGS. LAP 48 BAR DIAMETERS AT

SPLICES IN VERTICAL WALL REINFORCING AND 48 BAR DIAMETERS ELSEWHERE (UNO).

10. GROUT CORES IN 5'-0" MAXIMUM LIFTS UNLESS CLEAN-OUTS ARE PROVIDED, IN WHICH CASE 8'-0"

MAXIMUM LIFTS MAY BE USED.

11. TIE VERTICAL REINFORCING TO JOINT REINFORCING AT 32" ON CENTER VERTICALLY TO MAINTAIN

POSITIONING WHILE GROUTING.

12. UNLESS DETAILED OR NOTED OTHERWISE, PROVIDE 1-#5 VERTICAL BELOW BEAM AND LINTEL BEARINGS AND GROUT CORE FULL HEIGHT. BEARING DISTANCE SHALL BE A MINIMUM OF 8". BEAM OR LINTEL SHALL BE SET IN GROUT, 1/2" MINIMUM DEPTH. PROVIDE 1-#5 VERTICAL, FROM TOP OF FOUNDATION TO TOP OF

WALL, IN CORES ADJACENT TO BEAM AND LINTEL BEARINGS AND GROUT CORE FULL HEIGHT.

13. ALL LINTELS AND LOOSE BRICK ANGLES TO BE TEMPORARILY SHORED UNTIL MASONRY HAS HARDENED.

14. CMU CORES CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID WITH CORE FILL

CONCRETE. FILLING CORES WITH MORTAR IS NOT ACCEPTABLE.

15. PLACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF MASONRY EXCEEDS 25'-0" OR 1-1/2 TIMES THE WALL HEIGHT, WHICHEVER IS LESS, UNO. CONTROL JOINTS SHALL BE PROVIDED AT CHANGES IN WALL HEIGHT, CHANGES IN WALL THICKNESS AND WITHIN A DISTANCE OF 12'-0" OF CORNERS AND INTERSECTIONS. CONTROL JOINTS MAY NOT BE LOCATED ALONG THE EDGES OF

WALL OPENINGS OR BETWEEN THE OPENINGS AND THE ADJACENT GROUTED JAMBS.

16. UNLESS DETAILED OTHERWISE, CONSTRUCT NON-LOAD-BEARING MASONRY WALLS SUCH THAT THEY ARE BRACED AGAINST LATERAL MOVEMENT BY 14 GA. STEEL ANGLE, CONTINUOUS, EACH SIDE AT TOP OF WALL. CONNECT ANGLE TO ROOF OR FLOOR STRUCTURE. SNUG FIT CONNECTION TO MASONRY TO ALLOW FOR VERTICAL DEFLECTION OF ROOF OR FLOOR STRUCTURE WHILE INHIBITING LATERAL DEFLECTION OF

MASONRY WALL.

17. CONSTRUCT ALL LOAD BEARING OR NON-LOAD-BEARING MASONRY WALLS, WHETHER PARTIAL HEIGHT OR FULL HEIGHT, WITH A BOND BEAM AT THE TOP COURSE AND AT ROOF/FLOOR MEMBER BEARING LOCATIONS. THIS BOND BEAM IS TO BE REINFORCED WITH 2-#4 BARS, CONTINUOUS. PROVIDE ADDITIONAL BOND BEAMS SPACED AT A MAXIMUM OF 8’-0” OC VERTICALLY THROUGHOUT THE HEIGHT OF THE WALL. VERTICAL REINFORCING IN THE WALL IS TO EXTEND FULLY INTO (OR THROUGH) BOND BEAMS.

18. MASONRY STRENGTH NOTES: F'm = 1500 PSI, EXCEPT WHERE NOTED OTHERWISE ON DRAWINGS.

CONTRACTOR SHALL SUBMIT CERTIFICATION AND TESTING RESULTS AS REQUIRED TO ESTABLISH F’m BASED ON THE UNIT STRENGTH METHOD. MINIMUM COMPRESSIVE STRENGTH OF MASONRY UNITS IS 1900 PSI PER IBC TABLE 2105.2.2.1.2 FOR TYPE M OR S MORTAR. SUBMITTALS SHALL BE REVIEWED AND

APPROVED PRIOR TO MASONRY CONSTRUCTION STARTING.

19. SUBMIT MIX DESIGN OF CORE FILL CONCRETE AND BOND BEAM FILL CONCRETE TO

ENGINEER/ARCHITECT FOR APPROVAL PRIOR TO PLACING ANY CONCRETE.

20. PROVIDE CMU MASONRY BOND BEAM LINTELS OR STEEL ANGLE LINTELS BEARING ON 6" (MIN) SOLID MASONRY FOR ALL OPENINGS THROUGH MASONRY WALLS INCLUDING MECHANICAL AND ELECTRICAL

OPENINGS (REFERENCE PLAN & SCHEDULES ON S-501).

21. FILL CMU LINTELS SOLID WITH 3,000 PSI CONCRETE (3/8" MAXIMUM AGGREGATE).

STEEL FRAMING

1. TO AVOID UNDESIRABLE STRESSES IN PLATES OR THEIR ANCHORS, ALL WELDS SHALL BE MADE IN SINGLE PASSES IF APPLICABLE, SYMMETRICALLY AROUND THE PLATE. WHEN MULTIPLE PASSES ARE REQUIRED SUFFICIENT TIME SHALL BE ALLOWED BETWEEN PASSES FOR THE HEAT TO DISSIPATE.

2. LATEST AISC MANUAL AND SPECIFICATIONS APPLY.

3. WELDING ELECTRODES SHALL BE 70XX, UNO.

4. ALL WELDING AND TESTING OF WELDS SHALL BE IN ACCORDANCE WITH AMERICAN WELDING

SOCIETY CODES AND RECOMMENDATIONS.

5. ALL WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES IN THE REQUIRED WELD TYPE.

6. FULL PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED BY AN INDEPENDENT TESTING LAB.

7. ALL HIGH STRENGTH BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE TENSIONS SPECIFIED IN TABLE 4 OF AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.

TENSION MEASURING DEVICES SHALL BE USED TO CONFIRM BOLTS MEET THE REQUIREMENTS OF TABLE 4. MEASURING DEVICES SHALL INCLUDE LOAD INDICATING WASHERS OR ALTERNATE DESIGN

BOLTS (TWIST-OFF BOLTS).

8. ALL HIGH STRENGTH BOLTED CONNECTIONS (NOT WITHIN THE SLIP-CRITICAL CATEGORY NOR

SUBJECT TO TENSION LOADS NOR REQUIRED TO BE FULLY TENSIONED BEARING-TYPE

CONNECTIONS) SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION SPECIFIED IN THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, ARTICLE 8(c).

9. NOT ALL CONNECTIONS ARE DETAILED; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS

OTHERWISE INDICATED. CONTACT THE ENGINEER OR ARCHITECT PROMPTLY TO VERIFY THE

DETAILS OF MEMBERS OR CONNECTIONS IN ANY SITUATION WHERE REQUIREMENTS ARE UNCLEAR.

CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL STEEL IS

PLUMB AND SECURED.

10. FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE

WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

11. ALL BEAM COPES MUST BE MADE TO A RADIUS (3/4" MINIMUM).

12. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINAL

BOLTED OR WELDED.

13. INSTALL EXPANSION BOLTS IN ACCORDANCE WITH THE ICC REPORT RECOMMENDATIONS.

14. INSTALL DECK SUPPORT FRAMING AROUND ALL PENETRATIONS THROUGH STEEL FORM DECK AND

STEEL ROOF DECK, INCLUDING MECHANICAL OPENINGS AND ROOF DRAINS. CONTRACTOR TO

VERIFY AND COORDINATE LOCATIONS AND QUANTITIES. (REF DETAIL D1/S-102)

OPEN WEB STEEL JOISTS

1. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE

STEEL JOIST INSTITUTE SPECIFICATIONS.

2. MANUFACTURER SHALL BE SJI APPROVED FOR THE TYPE OF JOIST BEING USED.

3. STEEL JOISTS SHALL BE DESIGNED FOR A DEAD LOAD (EXCLUDING WEIGHT OF JOISTS) OF 25 PSF

AND LIVE LOAD AS STATED UNDER DESIGN LOADS. WHERE JOISTS ARE DESIGNATED AS "SP",

CHORD SIZE DESIGNATION GIVEN IS FOR ESTIMATING PURPOSES ONLY. FINAL DESIGN SHALL BE PER LOADING DIAGRAM AND IS THE RESPONSIBILITY OF THE JOIST SUPPLIER. JOIST SUPPLIER SHALL

SUPPLY WEIGHT OF “SP” JOISTS ON SHOP DRAWINGS.

4. DESIGN MUST INCLUDE ALL CONCENTRATED LOADS FROM MECHANICAL EQUIPMENT,HEADERS,

SUSPENDED FOLDING PARTITIONS, ETC.

5. NO DRILLED HOLES OR CUTS ARE PERMITTED IN JOIST MEMBERS.

6. ALL CONCENTRATED LOADS SHALL BE APPLIED AT A JOIST PANEL POINT UNLESS THE JOIST

CHORDS ARE SPECIFICALLY DESIGNED FOR CONCENTRATED LOADS. (REF DETAIL D2/S-102)

7. BRIDGING SHALL BE HORIZONTAL OR DIAGONAL PER SJI SPECIFICATIONS.

8. DESIGN ROOF JOISTS FOR NET UPLIFT OF 15 PSF.

STEEL FORM DECK

1. STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY.

2. ALL FORM DECK SHALL BE 0.6", 22 GA GALVANIZED, UNO.

3. ALL DECK EDGES AT CMU WALLS SHALL BE SUPPORTED BY L3"x3"x1/4" CONTINUOUS DECK BEARING ANGLES ATTACHED TO THE CMU OR CONCRETE WALLS WITH 5/8" DIAMETER EXPANSION BOLTS (4”

EMBED) SPACED AT 32" OC INTO A CONTINUOUS BOND BEAM. (REF DETAIL B5/S-102)

4. DECK SHALL BE ERECTED AND WELDED TO SUPPORTING STEEL AND HAVE SIDE LAPS CONNECTED

ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.

5. LAP ENDS A MINIMUM OF 2" WITH THE CENTERS OF THE LAPS LOCATED AT THE CENTERS OF THE

SUPPORTS. AT COMPOSITE DECK PROVIDE BUTT JOINTS.

6. DECKING MUST BE CONTINUOUS OVER THREE SUPPORTS.

STEEL ROOF DECK

1. STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY.

2. ROOF DECK SHALL BE 1-1/2", 22 GA PAINTED WIDE RIB DECK, UNO.

3. ALL DECK EDGES AT CMU WALLS SHALL BE SUPPORTED BY L3"x3"x1/4" CONTINUOUS DECK BEARING ANGLES ATTACHED TO THE CMU WALLS WITH 5/8" DIAMETER EXPANSION BOLTS (4” EMBED) SPACED

AT 32" OC INTO A CONTINUOUS BOND BEAM. (REF DETAIL B3/S-102)

4. DECK SHALL BE ERECTED AND WELDED TO SUPPORTING STEEL WITH 5/8" DIAMETER PUDDLE WELD WITH 36/4 WELD PATTERN (UNO) AND HAVE SIDE LAPS CONNECTED WITH NO. 10 TEK SCREWS AT

MIDSPAN, UNO.

5. LAP ENDS A MINIMUM OF 2" WITH THE CENTERS OF THE LAPS LOCATED AT THE CENTERS OF THE

SUPPORTS.

6. DECKING MUST BE CONTINUOUS OVER THREE SUPPORTS.

COLD-FORMED STEEL (LT. GAGE) STRUCTURAL FRAMING

1. INTERIOR WALLS, REFERENCE ARCHITECTURAL FOR SIZE, 18 GA, GALVANIZED CSJ STUDS AT 16" OC.

2. MATERIAL, DESIGN AND MANUFACTURE SHALL BE IN ACCORDANCE WITH THE "COLD FORMED STEEL DESIGN MANUAL" OF THE AMERICAN IRON AND STEEL INSTITUTE CURRENT EDITION. PROVIDE STUDS OF TYPE, SIZE, GAGE, AND MANUFACTURER INDICATED ON THE DRAWINGS. DIFFERENT MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THE STUDS HAVE THE SAME STRENGTH CHARACTERISTICS AS THOSE SPECIFIED ON THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT MANUFACTURERS' INFORMATION ON

ALTERNATE STUD SUPPLIERS FOR APPROVAL.

3. PROVIDE TRACKS, BLOCKING, LINTELS, CLIP ANGLES, BRIDGING, SHOES, REINFORCEMENTS, FASTENERS AND ACCESSORIES TO PROVIDE A COMPLETE METAL FRAME SYSTEM IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS.

4. IN NON-BEARING, NON-EXTERIOR WALLS, FRAME WALL OPENINGS LARGER THAN 2'-0" SQUARE WITH DOUBLE STUD AT EACH JAMB OF FRAME EXCEPT WHERE MORE THAN 2 ARE SHOWN OR INDICATED.

INSTALL RUNNER TRACKS AND JACK STUDS ABOVE AND BELOW WALL OPENINGS. ANCHOR TRACKS TO JAMB STUDS BY WELDING, AND SPACE JACK STUDS SAME AS FULL HEIGHT STUDS OF WALL.

SECURE STUD SYSTEM WALL OPENING FRAME IN MANNER INDICATED.

5. CONSTRUCT NON-LOAD-BEARING STEEL STUD WALLS SUCH THAT THEY ARE BRACED AGAINST

LATERAL MOVEMENT BY A DEEP LEG TOP TRACK, CONTINUOUS. CONNECT DEEP LEG TRACK TO

ROOF OR FLOOR STRUCTURE. SNUG FIT CONNECTION TO STEEL STUD WALL TO ALLOW FOR

VERTICAL DEFLECTION OF ROOF OR FLOOR STRUCTURE WHILE INHIBITING LATERAL DEFLECTION OF

STEEL STUD WALL.

SUPPLEMENTAL NOTES

SPECIAL INSPECTION - IBC REQUIREMENTS

THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTION 1701 AND 1704. THE SPECIAL INSPECTION AND THE COST ASSOCIATED THEREWITH WILL BE PAID BY THE OWNER. THE

ITEMS THAT REQUIRE SPECIAL INSPECTIONS ARE:

A. 1705.2 STEEL CONSTRUCTION - REF AISC 360 FOR REQUIRED VERIFICATION AND INSPECTION OF

STEEL CONSTRUCTION

B. 1705.3 CONCRETE CONSTRUCTION - REF TABLE 1705.3 FOR REQUIRED VERIFICATION AND

INSPECTION OF CONCRETE CONSTRUCTION

C. 1705.4 MASONRY CONSTRUCTION - REF ACI 530 AND ACI 530.1 FOR REQUIRED VERIFICATION AND

INSPECTION OF MASONRY CONSTRUCTION.

D. 1705.6 SOILS – REF SECTION 1705.6 AND TABLE 1705.6 FOR REQUIRED VERIFICATION AND

INSPECTION OF SOILS.

BACKFILL/FILL

ENGINEERED FILL

DRAINAGE COURSE

ROCK/"SUGAR ROCK"

SCARIFY & RECOMPACT

CONCRETE

NATIVE UNDISTURBED SOIL

BRICK

CONCRETE MASONRY UNIT

METAL/STEEL

RIGID INSULATION/EIFS

GROUT

WOOD WALL/FINISH

MORTAR

PLYWOOD/OSB/PARTICLE

BOARD

WOOD-GLUED/LAMINATED

EXISTING AREAS / ELEMENTS

MATERIAL LEGEND

NORTH

(ACTUAL)

NORTH

(REFERENCE)

ISSUES

SHEET NUMBER

SHEET TITLE

A

2 3

1 2 3

4 5

4 5

A

TSP, Inc.

PROJECT

NOT

FO

R

CONSTR

UCTI

ON

600 Kansas City St.

Rapid City, SD 57701

(605) 343-6102 www.teamtsp.com

C C

B B

D D

© TSP, Inc. 2017

ISSUE DATE

CHECKED BY

DRAWN BY

PROJECT #

LI

ST

ED

D

R

AW

IN

G

S

SC

AL

E(

S) U

N

LE

SS

R

ED

U

C

ED

F R

O M

O R

IG

IN

AL

x

F

O

RM

AT

CONSULTANTS

Architecture Engineering

Planning

KEY PLAN

EXTG. BLDG.

NEW ADDITION

4/ 7/

1:

:5

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P R ev it

Lo ca l\0

D ak ot a P la in s

K yl e C lin ic

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STRUCTURAL

GENERAL NOTES &

TITLE SHEET

S-001

0%

D

ES

IG

N

D O

C U

M

EN

TS

Kyle, South Dakota

KYLE CLINIC HEALTH

CENTER ADDITION -

IHS

DAKOTA PLAINS

ARW04/07/2017

CSH03161153

SHEET INDEX - STRUCTURAL

C D

I s s u e

SHEET # SHEET NAME

S-001 STRUCTURAL GENERAL NOTES & TITLE SHEET

S-101 FOUNDATION & FIRST FLOOR FRAMING PLAN & DETAILS

S-102 ROOF FRAMING PLAN & DETAILS

S-501 SCHEDULES & DETAILS

KEY NOTES:

SHEET GENERAL NOTES:

DENT.

OPER

DENT.

OPER

X-RAY

EXAM

EXAM

EXAM

PHYS. OFF.

CLEAN

UTILITYCAST RMTREATMENT

TLT

N.S.

VITALS

LOUNGE

MED. ALC.

SHARED

STOR

LAB

SHARED

OFFICE

EXAM

EXAM

EXAM

EXAM 320

TREAT/

PROC

N.S.

FAMILY TLT

OFFICE

NURSING

CLEAN

SUP.OFF.

SOIL

STORAGE

CORR.

CORR.

CORR.

CORR.

HALL

W.C. ALC.

HALL

323A

VEST.

5'-0"

CC

BB

AA

1.7

1.7

'-4

'-6

'-7

/8

'-1

3/ 8"

W

X2

W

X2

W

X3

TO

S=

9'

1/ 2"

W

X2

FI

EL

D

VE

R

IF

Y

EX

IS

T

K

ST

EE

L

BA

R

JO

IS

TS

'-0

"O C

FIELD VERIFY

EXIST 14K STEEL BAR JOISTS @ 2'-0"OC

" E

XI

ST

1' -0

K5 S

TE

EL

B

AR

J O

IS

TS

S

PA

CE

D

'-0 "O

C (M

AX

1' -6

" E

XI

ST

6"

K1 S

TE

EL

B

AR

J O

IS

TS

S

PA

CE

D

'-0 "O

C (M

AX

2' -0

K1 S

TE

EL

B

AR

J O

IS

TS

S

PA

CE

D

'-0 "O

C (M

AX

2' -0

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

A.3A.3

B.5B.5

A.9A.9

3" (TOTAL DEPTH) NON-COMPOSITE

POLYFIBER REINF CONCRETE FLOOR SLAB

REINF W/ 6X6-W1.4XW1.4 WWF ON METAL

DECK CONSISTING OF 2.4" CONCRETE ON

0.6"X22GA GALVANIZED FORM DECK

TOC ELEV = 100'-0" (MATCH EXISTING ELEV)

D2

S-101

D4

S-101

TYP

A5

S-101

D1

S-101

D1

S-101

D3

S-101TYP

A5

S-102

B5

S-102

(T

YP

B5

S-102 SIM

D1

S-101

TYP

B2

S-501

B1

S-501

TYP

TYP

CC

BB

AA

'-4

'-4

'-0

42'-8"

25'-7 7/16" 9'-0 9/16" 8'-0"

1.7

1.7

3'-0"

10"

3' -0

'-4

'-6

'-7

/8

'-1

3/ 8"

1' -6

A.3A.3

B.5B.5

A.9A.9

'-6

6'

-0

'-1

0"

5'-0"

7'-0"X7'-0"X1'-0" THICK

CONCRETE FOOTING REINF

W/ (7)#5 EACH WAY BOTTOM

TOF ELEV = 94'-0"

6'-0"X6'-0"X1'-0" THICK

CONCRETE FOOTING REINF

W/ (7)#5 EACH WAY BOTTOM

TOF ELEV = 94'-0"

TOF EL= 94' - 0"

TOF EL= 94' - 0"

D2

S-101

D4

S-101

TYPA5

S-101

D1

S-101

D1

S-101

FIELD VERIFY

2'-6" EXIST

FIELD VERIFY

10" EXIST

FIELD VERIFY

2'-6" EXIST

FIELD VERIFY

10" EXIST

FIELD VERIFY

2'-6" EXIST

FIELD VERIFY

10" EXIST

EXISTING CRAWLSPACE

NEW CRAWLSPACE W/ 4" CLEAN SAND

ATOP VR ATOP GEOTECH APPROVED

PROPERLY COMPACTED SOILS,

TOP OF SAND ELEV = 95'-0" +/-

D3

S-101

TYP

8"

REF CIVIL PLANS

FOR RETAINING

WALL DETAIL

5'-0"X4'-0"X1'-0" THICK

CONCRETE FOOTING REINF

W/ #5 @ 12"OC EA WAY BOT

TOF ELEV = 94'-0"

REF DETAIL B1/S-501

4'-0"X3'-0"X1'-6" THICK

CONCRETE FOOTING

-REF DETAIL B2/S-501

12" SQ

PIER10

2' -2

4'-0"

B2

S-501

B1

S-501

5'-0"1' -0

" 12" SQ

PIER

D1

S-101

TYP

NOTE: NOT ALL KEYNOTES MAY BE USED ON EACH PLAN

FOUNDATION AND FLOOR FRAMING PLANS

1. OPENING FOR FLOOR HATCH ACCESS TO CRAWLSPACE:

- REFERENCE DETAIL D1/S-102 FOR PERIMETER SUPPORT FRAMING MEMBERS

- CONTRACTOR COORDINATE OPENING SIZE W/ FLOOR JOIST SUPPLIER CHORD DIMENSIONS AND

FLOOR HATCH SUPPLIER ROUGH OPENING & INSTALLATION REQUIREMENTS

- (*) JOIST SPACING MAY BE WIDER THAN 2'-0"OC, AT THIS LOCATION ONLY, TO ALLOW FLOOR

HATCH INSTALLATION

2. TIE EXISTING FOUNDATION DRAIN TO NEW AND CONTINUE AROUND ADDITION

- REFERENCE DETAIL A5/S-101 & CIVIL PLANS

- VERIFY EXISTING SYSTEM & DEPTH AND MAINTAIN POSITIVE DRAINAGE

3. TIE EXISTING FOUNDATION DRAIN TO NEW AND CONNECT TO EXISTING OUTLET

- REFERENCE CIVIL PLANS & DETAIL A5/S-101

- VERIFY EXISTING SYSTEM & DEPTH AND MAINTAIN POSITIVE DRAINAGE TO OUTLET

4. DOWEL STOOP SLAB REINFORCEMENT TO RETAINING WALLS & BUILDING FOUNDATION WALL

W/ #4X24"X24" @ 12"OC CAST-IN-PLACE AS INDICATED IN STOOP DETAIL D2/S-101 OR PROVIDE

STRAIGHT #5X24" DRILL & EPOXY DOWELS (4" EMBED) @ 12"OC

A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS- IF ANY NEW

CONSTRUCTION CONFLICTS WITH EXISTING CONDITIONS CONTRACTOR SHALL NOTIFY

ARCHITECT/ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH CONSTRUCTION

B. USE HILTI HIT-HY 200 ADHESIVE SYSTEM OR APPROVED EQUAL AT ALL DRILL & EPOXY ANCHOR

BOLT OR REBAR DOWEL CONNECTIONS

C. REFERENCE SHEET S-501 FOR BEAM/COLUMN CONNECTION SCHEDULE, LINTEL SCHEDULE

& TYPICAL DETAILS

D. COORDINATE ANY NEW AND EXISTING PIPING, CONDUIT, OR OTHER PENETRATIONS THROUGH

THE FLOOR SLAB WITH STRUCTURAL FRAMING/STEEL DECK

- AT NEW PENETRATIONS: ANY THAT EXCEED 6" DIAMETER OR GROUPS OF CLOSELY SPACED

PENETRATIONS PROVIDE SUPPORT FRAMING SIMILAR TO DETAIL D1/S-102

- AT EXISTING PENETRATIONS TO BE ABANDONED: FASTEN PLATE TO BOTTOM OF DECK &

GROUT FULL

FOUNDATION & FLOOR FRAMING PLANS

CORNER BAR SAME

SIZE & SPACING AS

LONG BAR x 4'-0" LONG

DOWEL BAR SAME SIZE

& SPACING AS LONG

BAR x 2'-6" LONG

REF SITE PLANS FOR

SIDEWALK/PAVING:

#4x12" DOWEL @ 16"OC

-GREASE THIS END

DRAINAGE COURSE

#4 DOWELS (24"x24")

@ 12" OC (ALL SIDES)

#4 @ 18" EA WAY

(ALL SIDES)

#5 CONT

5" CIPC SLAB W/ #4

@12" OC EW BOT

HOLD SLAB DOWN

1/4" @ THRESHOLD

SLOPE 1/4"/FT

1/2" ISOLATION JOINT

W/ SEALANT

#4 x OPENING WIDTH

+ 4'-0" (CENTERED)

6" WALL

CONC SLAB ON METAL DECK

(POUR THRU OPENING)

REF EXT FND

DETAIL

TOC/FIRST LEVEL

REF PLAN

TOF

REF PLAN

REF PLAN

BEGIN RETAINING

WALL FOOTING

EACH SIDE

FND WALL BEYOND

CMU WALL (REF PLAN)

MASONRY

VENEER

2'-6" DOWEL (EMBED 16")

TO MATCH WALL REINF

SIZE & SPACING

HOOK DOWEL TO MATCH

VERT REBAR SIZE &

SPACING (ALTERNATE

LEG EACH DIRECTION)

FOOTING

(REF PLAN)

CMU WALL REINF

(REF S-001 & PLAN)

INSULATION (REF ARCH DWGS)

1/2" ISOLATION JOINT

CONC SLAB ON

METAL DECK

#5 @ 12"OC EACH WAY

(TYP)

RIGID INSULATION

(REF ARCH)

(4) #5

CONT

TOC/FIRST LEVEL

REF PLAN

TOF

REF PLAN

REF PLAN

BRICK LEDGE

REF ARCH

WRAP W/

FILTER FABRIC

DRAIN TILE

TILE FILL

8"

4"X6"X1/2" BRG PL W/

1/2"ØX4" HAS- GROUT

JOIST BEARING

POCKET FULL

3/16 2"

JST TO PL

GRID

4' -0

" A

FF

GEOTECH APPROVED STIFF SILT SOILS

OR ENGINEERED FILL (REF S-001)

NEW CRAWLSPACE-

REF PLAN

(2) #5 CONT @ TOP

30# FELT BETWEEN

CONCRETE & COLUMN

3/4"X10"X10" BASEPLATE

W/ (4)3/4"Ø HAB & 1-1/2"

NSNM GROUT

(4)#7 VERTS & (3)#3 TIES @ 3"OC

TOP AROUND ANCHOR BOLTS

THEN SPACE TIES @ 12"OC

DOWELS TO MATCH

VERT REINF

FOOTING

(REF PLAN)

GRID

STEEL BEAM

(REF PLAN)

STEEL COLUMN

(REF PLAN)

1/4"

STEEL JOIST

(REF PLAN)

CLEAN SAND ATOP

VAPOR RETARDER

4" 1'

-0

1' -0

GEOTECH APPROVED STIFF SILT SOILS

OR ENGINEERED FILL (REF S-001)

REF CONNECTION

SCHEDULE C4/S-501

TOP ELEV

98'-0"

1'-4" Ø (MIN)

NEW EXISTING

#5 x 1'-0" DOWELS @ 12" OC

VERT INTO EXISTING

FOUNDATION WALL W/

HILTI HIT HY200 ADHESIVE

#5 x 1'-0" DOWELS @ 12" OC

HORIZ INTO EXISTING FOOTING

W/ HILTI HIT HY200 ADHESIVE

EXIST CMU

WALL

-VERIFY

CONC SLAB ON

METAL DECK

- REF PLAN

#4 HORIZ & VERT/L-BAR @ 12"OC

EXISTING

CRAWLSPACE

#5 CONT

@ TOP

TOC/FIRST LEVEL

REF PLAN

4"X6"X1/2" BRG PL W/

1/2"ØX4" HAS

3/16 2"

JST TO PL

GRID

1'-2"

6" 1'

-0

STEEL JOIST-

REF PLAN

NEW CRAWLSPACE-

REF PLAN

#5 DOWELS @ 24"OC- DRILL

& EPOXY SET (6" EMBED)

2'-0"

6" 6"

#5X8"X18" DOWEL T&B

@ 48"OC - DRILL &

EPOXY SET (4" EMBED)

#5 CONT @

4 LOC SHOWN

EXIST TOF

VERIFY

6"

GEOTECH APPROVED STIFF SILT SOILS

OR ENGINEERED FILL (REF S-001)

NORTH

(ACTUAL)

NORTH

(REFERENCE)

ISSUES

SHEET NUMBER

SHEET TITLE

A

2 3

1 2 3

4 5

4 5

A

TSP, Inc.

PROJECT

NOT

FO

R

CONSTR

UCTI

ON

600 Kansas City St.

Rapid City, SD 57701

(605) 343-6102 www.teamtsp.com

C C

B B

D D

© TSP, Inc. 2017

ISSUE DATE

CHECKED BY

DRAWN BY

PROJECT #

LI

ST

ED

D

R

AW

IN

G

S

SC

AL

E(

S) U

N

LE

SS

R

ED

U

C

ED

F R

O M

O R

IG

IN

AL

x

F

O

RM

AT

CONSULTANTS

Architecture Engineering

Planning

KEY PLAN

EXTG. BLDG.

NEW ADDITION

4/ 7/

1:

:5

A

M I:\

_T S

P R ev it

Lo ca l\0

D ak ot a P la in s

K yl e C lin ic

S

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FOUNDATION & FIRST

FLOOR FRAMING PLAN

& DETAILS

S-101

0%

D

ES

IG

N

D O

C U

M

EN

TS

Kyle, South Dakota

KYLE CLINIC HEALTH

CENTER ADDITION -

IHS

DAKOTA PLAINS

ARW04/07/2017

CSH03161153

SCALE: 1/8" = 1'-0"

A3

FIRST LEVEL FRAMING PLAN

SCALE: 1/8" = 1'-0"

A1

FOUNDATION PLAN/CRAWLSPACE

SCALE: 3/4" = 1'-0"

B5

TYP FOOTING & FOUNDATION WALL CORNER DETAILS

S033-01

SCALE: 3/4" = 1'-0"

D2

STOOP DETAIL

SCALE: 3/4" = 1'-0"

A5

EXTERIOR FOUNDATION DETAIL

SCALE: 3/4" = 1'-0"

D4

COLUMN/PIER DETAIL

S033-30

SCALE: 3/4" = 1'-0"

D1

FOUNDATION DOWEL DETAIL

S033-62

SCALE: 3/4" = 1'-0"

D3

FLR JST BRG @ EXIST/NEW FND

CC

BB

AA

1.7

1.7

FI

EL

D

VE

R

IF

Y

EX

IS

T

ST

EE

L

R O

O F

JO

IS

TS

'-0

"O C

FIELD VERIFY

EXIST STEEL ROOF JOISTS @ 5'-0"OC

S

PA

'-0

"(M

AX

5' -0

" 11 S

PA

'-0

"(M

AX

5' -0

W

X1

TO

S=

W

X1

TO

S=

W

X2

TO

S=

W

X1

TO

S=

12K1

12K1

12K1

12K1

12K1

12K1

10K1