Attachment 3 Repair Aircraft Maint Hanger Drawing Set.pdf

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OFSHEET

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

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DKFX 11-1171

DKFX 11-1171

REPAIR AIRCRAFT MAINTENANCE HANGAR B700

JOINT BASE CHARLESTON AIR BASE WING

CHARLESTON, SOUTH CAROLINA

100% SUBMITTAL

STRUCTURAL ENGINEER

ARCHITECT

ADC ENGINEERING

1226 YEAMANS HALL ROAD

HANAHAN, SOUTH CAROLINA 29410

843-566-0161

GLICK/BOEHM & ASSOCIATES

493 KING STREET, SUITE 100

CHARLESTONG, SC

843.577.6377

JULY 27, 2017

MECHANICAL/ELECTRICAL ENGINEER

DWG, INC.

1099 ANNA KNAPP BLVD, SUITE 202

MOUNT PLEASANT, SOUTH CAROLINA 29464

843-849-1141

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ACT ACOUSTICAL CEILING TILE

B/ BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BRG BEARING

CA CAST ACRYLIC

CI CONTINUOUS INSULATION

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

DET DETAIL

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL OR ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

ET EPOXY TERRAZO

EW EACH WAY

EXIST EXISTING

EXP EXPOSED (TO STRUCTURE)

EXT EXTERIOR

FACT FACTORY FINISH

FD FLOOR DRAIN

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FIN FINISH (ED)

FL OR FLR FLOOR

FOB FACE OF BRICK

FOF FACE OF FINISH

FOS FACE OF STUD

FT FOOT/FEET

G GROUT

GA GAGE, GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS, GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

INSUL INSULATION

JT JOINT

LAV LAVATORY

LP LOW POINT

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MT METAL THRESHOLD

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO OR # NUMBER

N NORTH

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPG OPENING

OPP OPPOSITE

PL PLASTIC LAMINATE

PNT PAINT

PT PRESSURE-TREATED

RAD RADIUS

RCP REFLECTED CEILING PLAN

REQ'D REQUIRED

R RISER

RD ROOF DRAIN

REINF REINFORCED

REV REVERSED

RO ROUGH OPENING

SC SOLID CORE

SF STOREFRONT

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STL STEEL

SV SHEET VINYL FLOORING

SUSP SUSPENDED

T/ TOP OF

T TREAD

TBB TILE BACKERBOARD

TEMP TEMPORARY

THK THICK

TP TOILET PARTITION

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VPAB VAPOR PERMEABLE

AIR BARRIER

VWC VINYL WALL COVERING

WD WOOD

W/ WITH

W/O WITHOUT

WT WALL TILE

ABBREVIATIONS

55 View Name

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

1 View Name

SCALE: 1/8" = 1'-0"A101

55 View Name

SCALE: 1/8" = 1'-0"A101 A101

View Name

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

TYPICAL SYMBOLS USED ON ALL

ARCHITECTURAL SHEETS

DETAIL TITLE WITHOUT DETAIL NUMBER: USED

ONLY FOR TYPICAL DETAILS THAT DO NOT

HAVE TO BE REFERENCED OR FOR "FLOOR"

TYPE PLANS.

1-PART DETAIL TITLE WITH DETAIL NUMBER:

USED TO IDENTIFY DETAILS THAT DO NOT HAVE

TO BE REFERENCED BACK TO DETAIL CUT.

2-PART DETAIL TITLE WITH DETAIL NUMBER &

REFERENCED SHEET NO.: USED TO IDENTIFY

DETAILS THAT NEED TO BE REFERENCED

BACK TO DETAIL CUT.

3-PART DETAIL TITLE WITH DETAIL NUMBER,

REFERENCE SHEET NO & ORIGINATION SHEET

NO.: USED TO IDENTIFY DETAILS THAT NEED TO

BE REFERENCED BOTH TO THE DETAIL CUT AS

WELL AS WHERE IT IS DRAWN.

A101

2-PART WALL SECTION CALLOUT KEY WITH

DETAIL NUMBER & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

A101

3-PART WALL SECTION CALLOUT KEY WITH

DETAIL NUMBER, REFERENCE SHEET WHERE

DETAIL IS KEYED & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

A101

A101

2-PART BUILDING SECTION CALLOUT KEY WITH

DETAIL NUMBER & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

A101

3-PART BUILDING SECTION CALLOUT KEY WITH

DETAIL NUMBER, REFERENCE SHEET WHERE

DETAIL IS KEYED & SHEET REFERENCE WHERE

DETAIL IS DRAWN.

A101

A101

A101 A101

ELEVATION CALLOUT KEY WITH DETAIL NUMBER

& SHEET REFERENCE WHERE DETAIL IS DRAWN.

A101 A101

A101

2-PART ELEVATION CALLOUT KEY WITH DETAIL

NUMBER & SHEET REFERENCE WHERE DETAIL

IS DRAWN.

3-PART ELEVATION CALLOUT KEY WITH DETAIL

NUMBER, REFERENCE SHEET WHERE DETAIL IS

KEYED & SHEET REFERENCE WHERE DETAIL IS

DRAWN.

A101

0' 2' 4' 8' 16'

GRAPHIC SCALE OF A SHEET OR DETAIL

2 HOUR FIRE RATED WALL: SEE WALL TYPES

3 HOUR FIRE RATED WALL: SEE WALL TYPES

4 HOUR FIRE RATED WALL: SEE WALL TYPES

SMOKE RATED WALL: SEE WALL TYPES

Room name

101 ROOM NAME & NUMBER:

SEE SHEET A6xx FOR FINISHES

WALL TYPES: SEE SHEET A5xx FOR TYPES

REVISION MARK - ASI / RFI / PR / CCD

Name Elevation VERTICAL DATUM MARKER

KEYNOTE

COLUMN GRID MARK

CENTERLINE

DOOR MARK: SEE SHEET A6xx FOR

SCHEDULE, TYPES AND FRAME ELEVATIONS

WINDOW MARK: SEE SHEET A6xx FOR

SCHEDULE AND FRAME ELEVATIONS

CMU WALL: SEE WALL TYPES, SHT. A5xx

STUD WALL: SEE WALL TYPES, SHT. A5xx

EXISTING WALL TO REMAIN

DEMOLISHED WALL

1t

LEGEND & SYMBOLS

1i

1 HOUR FIRE RATED WALL: SEE WALL TYPES

0 EXISTING COLUMN GRID MARK

PROJ.

PLAN NORTH ARROW

DEMOLITION KEYNOTE

CEILING HEIGHT10'-0"

1 REVISION MARK - ADDENDA

ASI 01

EQUIPMENT TAG

ROOF SLOPE

1i

ROOF SLOPE - RISE / RUNX"

X"

X"/FT

TRUE

TRUE NORTH ARROW

GYP. BD -

SEE WALL TYPE

METAL STUDS -

SEE WALL TYPE

SOUND BATTS

WHERE INDICATED

SUSPENDED ACOUSTICAL

CEILING & GRID - SEE

REFLECTED CEILING PLAN &

SEISMIC SUPPORT DETAILS

TO BRACE WALL, EITHER

EXTEND STUDS STRAIGHT

UP TO DECK ABOVE OR

KICK OUT STUDS AT 45

DEGREES EACH SIDE 32" o.c.

STAGGERED

6"

METAL BAR JOIST -

SEE STRUCT. DWGS

FOR ACTUAL SIZE

GYP. BD -

SEE WALL TYPE

METAL STUDS -

SEE WALL TYPE

SOUND BATTS

WHERE INDICATED

SEAL WALL TO

DECK, TYP.

METAL DECK -

SEE STRUCT. DWGS

1' - 0"

MIN.

NOTE: WHEN SPACE BETWEEN STUD &

JOIST IS LESS THAN 12", CONSTRUCT

PER DETAIL OPTION "B" THIS SHEET.

METAL BAR JOIST -

SEE STRUCT. DWGS

FOR ACTUAL SIZE

1-5/8" METAL STUDS @

16" o.c. WRAP AROUND

JOIST

GYP. BD -

SEE WALL TYPE

METAL STUDS -

SEE WALL TYPE

METAL DECK -

SEE STRUCT. DWGS

SOUND BATTS

WHERE INDICATED

SEAL WALL TO

DECK, TYP.

NOTE: DETAIL SIMILAR AT STRUCTURAL STEEL MEMBERS

METAL BAR JOIST -

SEE STRUCT. DWGS

FOR ACTUAL SIZE

GYP. BD -

SEE WALL TYPE

METAL STUDS -

SEE WALL TYPE

METAL DECK -

SEE STRUCT. DWGS

SOUND BATTS

WHERE INDICATED

SEAL WALL TO

DECK & JOIST

PENETRATIONS,

TYP.

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SCALE: 1 1/2" = 1'-0"G001

1 T.O. WALL DETAIL - ABOVE CLG

SCALE: 1 1/2" = 1'-0"G001

2 WALL TO STRUCTURE DETAIL

SCALE: 1 1/2" = 1'-0"G001

3 WALL TO STRUCTURE DETAIL

SCALE: 1 1/2" = 1'-0"G001

4 WALL TO STRUCTURE DETAIL

SCALE (MILES)

CHARLESTON

FOLLY BEACH

ISLAND

JOHNS

SULLIVANS ISLAND

JAMES ISLAND

CHARLESTON

MT. PLEASANT

CHARLESTON

NORTH

AIR FORCE BASE

CHARLESTON

ATLA

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N

CHARLESTON

HARBOR

SAVANNAH HWY

FO

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AS

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17o701

CO

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BEES FERRY ROAD

o

CHARLESTON CO.

LANDFILL

AVIATION AVE.

52o

RI

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526p

AS

HL

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RIV

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MARK CLARK EXPY.

REMOUNT ROAD

RI

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RS

A

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ASHLEY PHOSPHATE ROAD

E

CHARLESTON

GEORGETOWN

NORTH CAROLINA

AT

LA

NT

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AN

GEORGIA

SAVANNAH

ORANGEBURG

COLUMBIA

AUGUSTA

GREENVILLE

SPARTANBURG

FLORENCE

CHARLOTTE

MYRTLE

BEACH

WILMINGTON

BEAUFORT

SOUTH CAROLINA

SCALE (MILES)

20100 40 o p

20p p o 95p

85p 25o p85p 385 26p

77p o

701o p95 o21

BUILDING 700

PROJECT SITE

BUILDING 700

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DKFX 11-1171

AIR BASE MAP

LOCATION MAP

DRAWING LIST

Sheet Count Sheet No. Sheet Title

GENERAL

1 G000 COVER SHEET

2 G001 GENERAL ARCHITECTURAL INFORMATION

3 G100 PROJECT MAPS AND DRAWING INDEX

4 G101 PROJECT AND CODE INFORMATION

STRUCTURAL

5 S000 GENERAL NOTES

6 S101 FOUNDATION PLAN

7 S102 PLATFORM FRAMING PLAN

8 S201 TYPICAL DETAILS

9 S221 TYPICAL STEEL DETAILS

10 S222 TYPICAL STEEL DETAILS

11 S231 TYPICAL CMU DETAILS

12 S241 ATFP DETAILS

ARCHITECTURAL

13 AE100 EXISTING FLOOR PLAN

14 AE130 EXISTING ROOF PLAN

15 AE200 EXISTING EXTERIOR ELEVATIONS

16 AE201 EXISTING EXTERIOR ELEVATIONS

17 AD100 DEMOLITION PLAN

18 AD120 DEMOLITION CEILING PLAN

19 AD130 DEMOLITION ROOF PLAN

20 AD200 DEMOLITION ELEVATIONS

21 AD201 DEMOLITION ELEVATIONS

22 A100 FIRST FLOOR PLAN

23 A101 FLOOR PLANS - 1 STORY AREA

24 A120 REFLECTED CEILING PLAN

25 A130 ROOF PLAN

26 A200 EXTERIOR ELEVATIONS

27 A201 EXTERIOR ELEVATIONS

28 A420 INTERIOR ELEVATIONS

29 A421 INTERIOR ELEVATIONS

30 A500 TYPICAL MOUNTING HEIGHT DETAILS

31 A560 CEILING DETAILS

PLUMBING

32 P001 PLUMBING NOTES & LEGENDS

33 P101 PLUMBING PLAN

MECHANICAL

34 M001 HVAC - NOTES & LEGENDS

35 M002 HVAC SCHEDULES

36 M003 HVAC DETAILS

37 M004 HVAC DETAILS

38 M051 HVAC DEMOLITION PLAN

39 M052 HVAC ENLARGED DEMO PLANS

40 M101 HVAC NEW WORK PLAN

41 M102 HVAC NEW WORK ENLARGED PLANS

42 M500 HVAC ISOMETRIC AND SECTION VIEWS

43 M501 HVAC ISOMETRIC AND SECTION VIEWS

ELECTRICAL

44 E001 ELECTRICAL NOTES & LEGENDS

45 E002 ELECTRICAL SCHEDULES & DETAILS

46 E003 ELECTRICAL DETAILS

47 E010 ELECTRICAL PANEL SCHEDULES

48 E051 POWER & SYSTEMS DEMO KEY PLAN

49 E052 POWER & SYSTEMS ENLARGED DEMO PLANS

50 E053 LIGHTING DEMO KEY PLAN

51 E054 LIGHTING ENLARGED DEMO PLANS

52 E101 POWER & SYSTEMS KEY PLAN

53 E102 POWER & SYSTEMS ENLARGED PLANS

54 E103 LIGHTING PLAN

55 E104 LIGHTING ENLARGED PLANS

56 E105 LIGHTING CALCULATIONS

FLOOD HAZARD INFORMATION

FLOOD HAZARD AREA: N/A

SOILS & SITE

SOILS INVESTIGATION: NO

SPECIAL INSPECTIONS ARE REQUIRED

SPECIAL INSPECTIONS ARE NOT REQUIRED

IF SPECIAL INSPECTIONS ARE REQUIRED, THE OWNER SHALL EMPLOY ONE OR MORE

SPECIAL INSPECTORS TO PROVIDE INSPECTION SERVICES DURING THE CONSTRUCTION

PHASE IN ACCORDANCE WITH CHAPTER 17 OF IBC 2006. SEE SPECIFICATION SECTION 01 45

33 FOR THE ACTUAL REQUIREMENTS OF WORK SUBJECT TO SPECIAL INSPECTIONS FOR THIS

PROJECT.

ARCHITECT

GLICK/BOEHM & ASSOCIATES, INC.

493 King Street, Suite 100 Charleston, South Carolina 29403 843.577.6377

MECHANICAL ENGINEER

STRUCTURAL ENGINEER

PLUMBING ENGINEER

ELECTRICAL ENGINEER

GENERAL PROJECT INFORMATION

DESIGN TEAM

ARCHITECT OF RECORD: Myles I Glick, SC Registration No. 1869

MECHANICAL ENGINEER OF RECORD:

PLUMBING ENGINEER OF RECORD:

ELECTRICAL ENGINEER OF RECORD:

FIRE PROTECTION ENGINEER OF RECORD:

BASIC PROJECT INFO

PROJECT NAME: REPAIR AIRCRAFT MAINTENANCE HANGAR B700

PROJECT ADDRESS: Joint Base Charleston Air Base Wing (JB CHS-ABW) Charleston, SC

NOTE: SCHEMATIC SUBMITTAL WAS MADE ON 10/14/2011 WHEN 2006 IBC CODE WAS IN

EFFECT.

1. 2015 INTERNATIONAL BUILDING CODE W/ SC MODIFICATIONS

2. 2015 INTERNATIONAL FIRE CODE W/ SC MODIFICATIONS

3. 2015 INTERNATIONAL MECHANICAL CODE

4. 2015 INTERNATIONAL PLUMBING CODE

5. 2015 INTERNATIONAL FUEL GAS CODE W/ SC MODIFICATIONS

6. 2009 INTERNATIONAL ENERGY CONSERVATION CODE

7. 2012 NATIONAL ELECTRIC CODE

8. CHARLESTON CITY ZONING ORDINANCE

9. 1992 AMERICANS WITH DISABILITY ACT

10. ICC/ANSI A117.1 ACCESSIBILE AND USEABLE BUILDINGS AND FACILITIES, LATEST ED.

11. SOUTH CAROLINA ELEVATOR CODE AND REGULATIONS, LATEST EDITION

12. SC ENERGY EFFICIENCY STANDARDS ACT

13. ASHRAE 90.1-2010, ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE

RESIDENTIAL BUILDINGS

14. STATE FIRE MARSHAL REGULATIONS

SPECIAL INSPECTIONS

EROSION AND SEDIMENT REDUCTION /

STORMWATER MANAGEMENT

NOT REQUIRED - NO SITE WORK

NOTE: SEE SITE PLANS FOR DESIGNER'S CERTIFICATION.

LEADERSHIP THROUGH ENERGY AND

ENVIROMENTAL DESIGN (LEED)

NOT REQUIRED - LEED RATING WILL NOT BE PURSUED.

LEED RATING IS REQUIRED. RATING SHALL BE "SILVER" VERSION 3.0. REFER TO

SPECIFICATION SECTION 01 xx xx FOR THE ACTUAL SCOPE OF WORK.

PRIMARY CODES AND ORDINANCES USED:

PROJECT SCOPE

BUILDING 700 IS A FULLY SPRINKLERED, 89,000 SF AIRCRAFT MAINTENANCE FACILITY

BUILT IN 1970, HAVING AN ATTACHED 7,000 SF ONE STORY PORTION.

PROJECT SCOPE INCLUDES EXTERIOR CLEANING AND PAINTING, INTERIOR WALL AND

CEILING REPAIR AND PAINTING, HVAC/MECHANICAL REPAIR, AND LIGHTING

REPLACEMENT IN SELECTED AREAS. THE SCOPE ALSO INCLUDES THE

CONSTRUCTION OF A NEW EXTERIOR STEEL MECHANICAL PLATFORM.

PROJECT TO BE PHASED SO THAT EXTERIOR ROOF REPLACEMENT IS COMPLETED

BEFORE INTERIOR WORK IS BEGUN.

SITE IS IN ZONE X

DWG, INC.

ADC ENGINEERING

engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx engineer, SC Registration No. xxxxxx

DWG, INC.

DWG, INC.

1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141

1226 Yeamans Hall Road Hanahan, SC 29410 843.566.0161

1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141

1099 Anna Knapp Blvd, Suite 202 Mount Pleasant, SC 29464 843.849.1141

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION Type (IBC 602)

OCCUPANCY GROUP (IBC 302)(Note IBC 506.4.1)

OCCUPANCY GROUP (IBC Table 503)

Does building require Incidental Use Area Separation?

(IBC 508.2.2)

Does building have Accessory Occupancy (ies)?

What percent of story is accessory occupancy?

SF(IBC 508.3.1)

Mixed Occupancy (IBC 508.3)

Non separated (IBC 508.3.2)

Separated (IBC 508.3.3)

(IBC506.4.1)

OTHER FIRE PROTECTION SYSTEMS, DEVICES or FEATURES

The existing building is fully-sprinklered.

Existing - unknown

S-1

S-1

N/A

N/A

BASIC BUILDING CODE INFORMATION

No Yes

No Yes

No Yes

No Yes

No Yes

B

EXIST.

EXIST.

EXIST.

EXIST.

FIRE RATED WALL

- SEE PLANS FOR

WALL TYPE

FIRE CAULK & BACKER ROD

w/ CASING BEAD, EA. SIDE

NON-FIRE RATED

WALL - SEE PLANS

FOR WALL TYPE

FIRE RATED WALL

INSTALLATION GUIDE

SCALE: 1-1/2" = 1'-0"

NOTE:

FRAME 1 HR WALLS BEFORE NON-RATED WALLS.

FRAME 2 HR WALLS BEFORE 1 HR WALLS.

FRAME 3 HR WALLS BEFORE 2 HR WALLS

FRAME 4 HR WALLS BEFORE 3 HR WALLS

FRAME FIRE RATED WALLS BEFORE SMOKE WALLS

FRAME SMOKE WALLS BEFORE NON-RATED WALLS

MAINTAIN MIN.

3/4" GAP FOR

GYP. BD

FIRE RATED WALL CONSTRUCTION NOTES:

SECURE ALL STUDS TO FLOOR SLAB AND STRUCTURE ABOVE.

PROVIDE FOR MOVEMENTOF STRUCTURE ABOVE WITH

ADJUSTABLEPARTITION HEAD FRAMING AS SPECIFIED IN SECTION 09 20

00.

SEAL ALL VOIDS IN FIRE RATED WALL CONSTRUCTION AS SPECIFIED IN

SECTION 07 94 00.

PERMANENTLY IDENTIFY ALL FIRE RATED WALLS, INCLUDING BUT NOT

LIMITED TO FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS BY

PROVIDING EITHER A PERMANENTLY FIXED SIGN OR STENCIL IN ALL

CONCEALED SPACES. SEE DETAIL BELOW.

SEE SHEET A___ FOR TYPICAL FIRE RATED DETAILS.

1.

2.

3.

4.

5.

1 HOUR FIRE AND SMOKE BARRIER

PROTECT ALL OPENINGS

FIRE RATED WALL SIGNAGE

NO SCALE

USE 2 FOR TWO HOUR RATED WALLS

USE 3 FOR THREE HOUR RATED WALLS, ETC.

SPACE MAXIMUM 12' o.c. ON WALL. .

3" HIGH LETTERS IN A

CONTRASTING COLOR

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DRAWING SIZE:

PROJECT NO.

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TCX TOP CHORD EXTENSION

E0S EDGE OF SLAB

OUT TO OUT

OUTSIDE DIAMETER

OUTSIDE FACE

ON CENTER

OPENING

PLATE

OPPOSITE

OPEN WEB

POWDER ACTUATED FASTENER

POUNDS PER LINEAL FOOT

RADIUS

REFERENCE

RIGHT

RADIUS POINT

ROOF TOP UNIT

REVISION

RETURN

REINFORCEMENT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

PROJECTION

O/O

OPNG

OC

OF

OD

OPP

0W

PLF

PAF

PL

ADJ

AB

AHU

AFF

ALUM

BUILDING

ARCH

APPD

B/

BLDG

APPROX

ALT

APPROXIMATE

APPROVED

ALTERNATE

ALUMINUM

ADJACENT

BOTTOM OF

ARCHITECT

AIR HANDLING UNIT

ABOVE FINISHED FLOOR

ANCHOR BOLT

PT

PSF

PSI

REF

RAD

RP

REV

RET

RTU

RT

BOTTOM

BEARING

BETWEEN

BLOCK

BRG

BOT

BRDG

BTWN

BLK

CLEAR

COLUMN

CHAM

CIRC

C/C

CLR

COL

CMU

CJ

CANT

BRIDGING

CANTILEVER

CONTROL JOINT

CIRCULAR

CHAMFER

CONCRETE MASONRY UNITS

CENTER TO CENTER

BEAMBM

PROJ

REINF

SLAB BOLSTER

STEP FOOTING

SPECIFICATIONS

SCHEDULE

SECTION

SIMILAR

SLEEVE ANCHOR

STEEL

STAINLESS STEEL

STANDARD

STIFFENERS

SPACING,ES

SQUARE

SHORT SLOTTED HOLES

TOP OF

SYMMETRICAL

TOP AND BOTTOM

TIE BEAM

TIE COLUMN

TYPICAL

TUBE STEEL

TRANSVERSE

TEMPORARY

UNLESS NOTED OTHERWISE

SB

SA

SIM

SPEC

SF-

SECT

SSL

SQ

SP

STIFF

STL

STD

SS

CONST

CONN

CONC

CTRD

COORD

CONTR

CONT

DOUBLE

DEPTH

DETAIL

D

DBL

DIA

DIM

DIAG

DET

CONSTRUCTION

COORDINATE

CONTINUOUS

CONTRACTOR

CENTERED

DIMENSION

DIAGONAL

DIAMETER

CONNECTION

CONCRETE

SYMM

TC

T&B

TB

T/

TYP

TS

TRAN

UNO

TEMP

EACH

EAST

DWGS

EB

EF

EA

E

EQUAL

EL

ELEV

EMBED

EJ

EQ

ENGR

EQUIP

DRAWINGS

EXPANSION BOLT

EACH FACE

EMBEDMENT

EQUIPMENT

ELEVATOR

ENGINEER

ELEVATION

EXPANSION JOINT

DEAD LOADDL

SCHED

WEST

WITH

WITHOUT

VERTICAL

WEIGHT

WORK POINT

WELDED WIRE MESH

W

VERT

W/

W/O

WT

WWM

WP

EXISTING

EXP

EW

ES

EXT

EXIST

FINISH

FLOOR

FEET

FOOTING

FRAMING

FF

FLR

FIN

FTG

FRMG

FT

FDN

FC

EXTERIOR

EXPANSION

FILLED CELL

EACH WAY

FOUNDATION

FINISHED FLOOR

EACH SIDE

GAUGE

FV

GA

GALV

HORIZ

HEIGHT

INCH

HSB

HT

IF

IN

ID

HSA

HORIZONTAL

GALVANIZED

INSIDE DIAMETER

INSIDE FACE

HIGH STRENGTH BOLT

HEADED STUD ANCHOR

FIELD VERIFY

EQUIVALENTEQUIV

SOUTHS

INTERIOR

LONG

POUND

INCL

INT

LL

LG

LB

LIGHT

LLV

LLH

LONG

LTWT

LT

LSL

LLBB

INCLUDE, ING

LIVE LOAD

LIGHTWEIGHT

LONGITUDINAL

LONG LEG BACK TO BACK

LONG SLOTTED HOLES

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MINIMUM

MIDDLE

MAX

MAS

MECH

MID

MIN

MFR

MEZZ

NOMINAL

NUMBER

NORTH

MJ

MISC

MO

NOM

NO

NIC

N

MANUFACTURER

MEZZANINE

MECHANICAL

MAXIMUM

MASONRY

MASONRY JOINT

MISCELLANEOUS

NOT IN CONTRACT

MASONRY OPENING

NTS

NS

NOT TO SCALE

NEAR SIDE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

ABBREVIATIONS:

JOIST BEARING ELEVATIONJBE

DECK BEARING ELEVATIONDBE

1. FOUNDATION DESIGN VALUES:

ALLOWABLE BEARING CAPACITY 2000-PSF (FROM EXIST AS-BUILT

DWG'S)

2. GRAVITY LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10 / IEBC-2015

LIVE LOADS:

GRATING 150-PSF

ROOF LIVE LOADS:

FLAT ROOF 30-PSF

GROUND SNOW LOADS:

SNOW 5-PSF

DEAD LOADS:

ACTUAL MATERIAL WEIGHTS PER ASCE 7-10, SEE

ARCHITECTURAL DRAWINGS FOR ROOF, WALL, AND FLOOR

CONSTRUCTION

3. SEISMIC DESIGN VALUES: IBC-2015 / ASCE 7-10 / IEBC-2015

Ss = 1.50 g S1 = 0.50 g Sds = 1.00 g Sd1 = 0.50 g

SITE CLASS: "D" (ASSUMED)

BUILDING RISK CATEGORY: "IV"

IMPORTANCE FACTOR: Ie = 1.5

SEISMIC DESIGN CATEGORY: "D"

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHOD

SEISMIC FORCE RESISTING SYSTEM:

-ORDINARY REINFORCED MASONRY SHEAR WALLS

RESPONSE MODIFICATION FACTOR: R = 2

DEFLECTION AMPLIFICATION FACTOR: Cd = 1.75

SYSTEM OVERSTRENGTH FACTOR: OMEGA = 2.5

-ORDINARY STEEL CONCENTRICALLY BRACED FRAMES

RESPONSE MODIFICATION FACTOR: R = 3.25

DEFLECTION AMPLIFICATION FACTOR: Cd = 3.25

SYSTEM OVERSTRENGTH FACTOR: OMEGA = 2

ALLOWABLE INTERSTORY DRIFT: 0.02 Hsx

4. WIND LOAD DESIGN VALUES: IBC-2015 / ASCE 7-10 / IEBC -2015

V = 154 mph (3-sec gust)

BUILDING RISK CATEGORY: "IV"

IMPORTANCE FACTOR: I = 1.00

EXPOSURE CATEGORY: "C"

ENCLOSURE CLASSIFICATION: OPEN

WIND DIRECTIONALITY FACTOR: Kd = 0.85 TOPOGRAPHIC FACTOR: Kzt = 1.0 VELOCITY EXPOSURE COEFFICIENT: Kz = 0.85 VELOCITY PRESSURE (ULTIMATE): q(ult) = 43.87-PSF VELOCITY PRESSURE (ASD): q(asd) = 26.32-PSF

INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18

ALLOWABLE INTERSTORY DRIFT: 0.0025 Hsx

STRUCTURAL DESIGN CRITERIA GENERAL NOTES

1. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF PROJECT DRAWINGS, PROJECT

MANUAL, AND ALL SHOP DRAWING SUBMITTALS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS, CLEARANCES AND ALL OTHER

COORDINATION ISSUES WITH OTHER TRADES.

3. IN CASE OF CONFLICT BETWEEN VARIOUS STRUCTURAL DRAWINGS, STRUCTURAL PLANS, OR STRUCTURAL DETAILS

THE MORE STRINGENT SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE COSTLY

CONDITION.

4. IN CASE OF CONFLICT BETWEEN DRAWINGS, DRAWING NOTES, AND SPECIFICATIONS THE MORE STRINGENT SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE COSTLY CONDITION.

5. WORK NOT INDICATED ON THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING PLACES SHALL BE REPEATED.

6. ALL NOTES, DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL FOR THE GENERAL CONDITIONS INDICATED OR REFERENCED. ALL NOTES, DETAILS AND SECTIONS SHALL APPLY TO ANY SIMILAR SITUATION THROUGHOUT THE ENTIRE

PROJECT UNLESS A SEPARATE NOTE, DETAIL OR SECTION IS PROVIDED.

7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING AND IN PLACE WORK OR UTILITIES DURING

CONSTRUCTION

9. COORDINATE STRUCTURAL DRAWINGS WITH OTHER CONTRACT DRAWINGS, SPECIFICATIONS, OR SHOP DRAWINGS

WHICH MAY AFFECT THE STRUCTURAL WORK.

10. USE OF REPRODUCED CONTRACT DRAWINGS IN PART OR WHOLE FOR THE PURPOSE OF SHOP DRAWING PREPARATION SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE REQUIREMENT TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.

11. ALL SUBMITTALS SHALL BE REVIEWED BY THE SUBCONTRACTOR AND CONTRACTOR FOR CONFORMANCE TO THE CONTRACT DOCUMENTS, FOR COMPLETENESS, AND TO RESPOND TO CONTRACTOR COORDINATION RELATED QUESTIONS PRIOR TO SUBMITTING FOR APPROVAL. ALL SHEETS SHALL BE STAMPED AND INITIALED BY THE CONTRACTOR INDICATING SUCH A REVIEW HAS BEEN COMPLETED PRIOR TO ISSUING SUBMITTAL FOR APPROVAL.

12. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL.

13. ALL ELEVATIONS INDICATED IN STRUCTURAL DRAWINGS ARE IN REFERENCED TO A GROUND FLOOR FINISHED SLAB

ELEVATION OF 0'-0" UNLESS NOTED OTHERWISE. SEE CIVIL FOR GROUND FLOOR FINISHED SLAB ELEVATION.

14. ALL EXTERIOR COMPONENTS ARE SUBJECT TO COMPONENTS AND CLADDING LOADING AS DIRECTED BY THE IBC. IT IS

THE G.C. AND COMPONENT MANUFACTURER'S RESPONSIBILITY TO ENSURE ALL COMPONENTS HAVE BEEN DESIGNED AND/OR TESTED TO MEET THE COMPONENTS AND CLADDING LOADING SPECIFIC TO THIS SITE AS REQUIRED BY THE IBC.

STRUCTURAL STEEL FRAMING

1. ALL STRUCTURAL STEEL FRAMING SHALL CONFORM TO SPECIFICATION SECTION 051200-"STRUCTURAL STEEL

FRAMING".

2. ALL STRUCTURAL STEEL FRAMING AND ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING SHALL

CONFORM TO SPECIFICATION SECTION 051200-"STRUCTURAL STEEL FRAMING".

3. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO SPECIFICATION SECTION

051213-"ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING".

4. ALL STRUCTURAL STEEL ERECTION SHALL COMPLY WITH AISC 360-10 AND AISC 303-10.

5. CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED.

6. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR GUYS TO PROVIDE LATERAL SUPPORT OF THE

STRUCTURAL STEEL UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEM IS COMPLETED.

7. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER'S SPECIAL INSPECTOR FOR PRE-

INSTALLATION VERIFICATION OF SLIP CRITICAL BOLT TIGHTENING PROCEDURES.

8. FIELD TESTING AND INSPECTION OF STRUCTURAL STEEL MATERIALS AND STRUCTURAL STEEL INSTALLATION SHALL

BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN

ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

FIELD WELDING

1. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 051200-"STRUCTURAL STEEL FRAMING" FOR

WELDING STRUCTURAL STEEL FRAMING

2. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 052100-"STEEL JOIST FRAMING" FOR WELDING

STEEL JOIST FRAMING

3. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 053100-"STEEL DECKING" FOR WELDING STEEL

DECKING

4. ALL FIELD WELDING SHALL CONFORM TO SPECIFICATION SECTION 054000-"COLD FORMED METAL FRAMING", 054100-"ENGINEERED COLD FORMED METAL FRAMING", AND 054400-"ENGINEERED COLD FORMED METAL TRUSSES"

FOR WELDING COLD FORMED MEMBERS

5. ALL FIELD WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE-STEEL" AND AWS

D1.3, "STRUCTURAL WELDING CODE-SHEET STEEL", LATEST EDITIONS.

6. ALL FIELD WELDING SHALL BE IN STRICT ACCORDANCE WITH WRITTEN WELD PROCEDURE (WPS) FOR THE GIVEN

WELD CONDITION

7. REPAIR ALL DAMAGED GALVANIZING, PRIMER OR PAINT ONCE WELDING IS COMPLETE

8. ELECTRODES SHALL BE STORED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.

9. ALL PERSONNEL COMPLETING FIELD WELDS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS TO PERFORM THE

GIVEN WELD.

10. FIELD TESTING AND INSPECTION OF FIELD WELDING MATERIALS AND FIELD WELDING SHALL BE COMPLETED BY AN

INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN ACCORDANCE WITH THE

SCHEDULE OF SPECIAL INSPECTIONS.

POST INSTALLED STRUCTURAL ANCHORS

1. ALL POST INSTALLED STRUCTURAL ANCHORS SHALL CONFORM TO SPECIFICATION SECTION 050520-"POST

INSTALLED STRUCTURAL ANCHORS"

2. NOTED EMBEDMENT DEPTHS ARE FROM FACE OF CMU OR FACE OF CONCRETE

3. ALL INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DATA AND THE ASSOCIATED ICC

REPORT.

4. ALL PERSONNEL INSTALLING ANCHORS SHALL HAVE ATTENDED INSTALLER TRAINING PER THE SPECIFICATIONS

5. FIELD TESTING AND INSPECTION OF POST INSTALLED ANCHOR MATERIALS AND POST INSTALLED ANCHOR

INSTALLATION SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND

SHALL BE IN ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.

CONTRACTOR NOTES

1. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED, G90 FINISH. THIS SHALL ALSO

INCLUDE TUBES, CHANNELS, AND ANGLES. THE G.C. SHALL PROVIDE TOUCH-UP COATINGS AS

REQUIRED AT LOCATIONS OF SCRATCHES, WELDS, AND ANY OTHER DAMAGED OR UNCOATED AREAS

DUE TO A CONNECTION OR CONTACT WITH AN ALTERNATE METERIAL, ETC.

2. THE G.C. SHALL FIELD VERIFY ALL EXISTING FRAMING ELEVATIONS AND DIMENSIONS.

3. THE G.C. SHALL COORDINATE NEW EQUIPMENT LAYOUT WITH EXISTING STRUCTURE AND EXISTING

MECH'L EQUIPMENT.

4. THE G.C. SHALL COORDINATE HVAC EQUIPMENT LAYOUT AND ATTACHMENT TO NEW STEEL PRIOR TO

STEEL FABRICATION.

5. NEW STEEL LOCATIONS MAY BE ADJUSTED SLIGHTLY TO ACCOMMODATE NEW MEP EQUIPMENT

SUPPORT & ATTACHMENT LOCATION/REQUIREMENTS.

6. ALL ITEMS SHALL BE VERIFIED PRIOR TO NEW STEEL FABRICATION.

7. ALL FLASHING AND WATERPROOFING IS BY OTHERS, NOT APART OF ADC'S SCOPE OF WORK.

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ADC #17005.0

WIND PRESSURE ZONES DIAGRAM

a = 3-FT

DRAWING LIST

SHEET

NUMBER SHEET NAME

S000 GENERAL NOTES

S101 FOUNDATION PLAN

S102 PLATFORM FRAMING PLAN

S201 TYPICAL FOUNDATION DETAILS

S221 TYPICAL STEEL DETAILS

S222 TYPICAL STEEL DETAILS

S231 TYPICAL CMU DETAILS

S241 ATFP DETAILS

No. 28196

S O

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L E

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C H

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TOPHER J .

G

I L G

E R

TYPICAL TOP OF FTG = -1'-4"

THE G.C. SHALL COOORD WITH TYPICAL DETAILS FOR ANY AND ALL ADDITIONAL

FRAMING REQUIREMENTS NOT SHOWN HEREIN.

= EXISTING FOUNDATIONS / BUILDING

• SF=STEP FOOTING, SEE TYPICAL DETAIL X/S-XXX

• CENTER ALL SPREAD FOOTINGS BENEATH COLUMNS/PIERS/PILASTERS

• ALL STRIP FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH SPREAD

FOOTINGS

• PROVIDE CORNER BARS AT ALL STRIP FOOTING CHANGES IN DIRECTION

EXTEND STRIP FOOTINGS A MINIMUM OF 8" PAST END OF WALL AT FOOTING

TERMINATIONS

TYPICAL EXTERIOR SLAB ON GRADE CONSTRUCTION IS 4" SLAB W/ ONE LAYER

OF 6x6~W2.9xW2.9 WWR ON COMPACTED SUBGRADE. SEE SPECS FOR FINISH

REQUIREMENTS. SEE ARCH'LS AND CIVIL FOR ELEVARTIONS AND SLOPES.

FOUNDATION PLAN NOTES:

A

10.1 0.2 0.3

0.20.1

A.1

A.2

H

SS5X

5X 3/

H

SS5X

5X 3/

H

SS5X5X

3/8

H

SS5X5X

3/8

F66

F66 F66

EXIST BLDG

102102

105105

105105

EXISTING 1990's

STEEL FRAME &

REINFORCED CMU

BLDG BLDG

0.3

F66

102102

102102

107 107

T B

-1 .5

TB-1.5

TB-1.5

T B

-1 .5

.5

A.3

19'-6 1/4" +/- 4'-3"

/4

/8

/8

/8

EXIST F20 H

SS6X

6X 3/

H

SS6X

6X 3/

102114

EQ EQ EQ

E Q

E Q

S241

S241

28'-9 1/4" +/-

CJCJ

CJ

S201

S201

S201

S201

S201

117117

GB/TB SCHEDULE NOTES:

1. SEE TYPICAL DETAILS ON SXXX SERIES OF DRAWINGS FOR TREATMENT OF REINFORCING AT INTERSECTIONS WITH PILE CAPS, GB'S

OR TB'S.

2. SEE X/SXXX FOR SPLICING REQUIREMENTS.

3. ALL STIRRUPS SHALL BE CLOSED WITH SEISMIC BENDS.

4. MAINTAIN 4" CLEAR COVER AROUND ALL REINFORCING UNO.

5. ALL BARS SHALL BE SUPPORTED ON CHAIRS (PLASTIC OR HDG) WITH FLAT BASED TO PREVENT SINKING INTO SUBGRADE

6. LOCATE FIRST STIRRUP 4" OR LESS FROM FACE OF PILE CAP OR SUPPORTING GRADE/TIE BEAM UNO

7. ALL CONTINUOUS GRADE BEAMS (PRESENT BOTH SIDES OF PILE CAP, GB OR TB) SHALL HAVE TOP AND BOTTOM BARS

CONTINUOUS THROUGH INTERRUPTING PILE CAP, GB OR TB, SEE X/SXXX.

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ADC #17005.0

KEYED NOTES (THIS SHEET ONLY)

102 REMOVE & REPLACE EXISTING ASPHALT PAVING AS NEEDED TO INSTALL NUEW COLUMNS AND FOUNDATIONS. PROVIDE NEW ASPHALT TO MATCH EXISTING ADJACENT ASPHALT.

COORDINATE WITH ARCH'LS AND CIVIL FOR SLOPES AND DRAINAGE REQUIREMENTS.

104 NEW LADDER, BOLT TO WALL, LADDER SHALL BE PER STEEL SUPPLIER / FABRICATOR, LADDER SHALL BEET ALL CURRENT OSHA AND IBC CODE REQUIREMENTS.

105 T/EXISTING SLAB = 0'-0"

106 PROVIDE PROTECTIVE/ RESTRICTIVE ACCESS TO LADDER (LOCKABLE LADDER COVER)

107 HSS 4x4x1/4" DIAGONAL BRACING BETWEEN COLUMNS. PROVIDE 1/2" GUSSET PL's (HDG).

109 HSS 6X6X3/8 HDR & SILL.

110 NEW 3000 PSI CONCRETE FTG 12"X12"X5'-0". SEE TYP DETAIL.

111 NEW TYPE B CMU INTEL OVER OPENING.

112 REINFORCE 2 ADJACENT CELL EACH SIDE OF OPENING.

113 NEW 8"CMU BOND BEAM SILL W/ 2-#4'S CONT., BELOW OPENING.

114 PROVIDE NEW 4" 3000-PSI (NW) CONCRETE SLAB WITH 6x6~W2.9xW2.9 WWF. PROVIDE CONTROL JOINTS @ 10'-0" O.C. EACH DIRECTION

115 SEE ARCH'LS FOR WINDOW SIZE AND LOCATION.

116 SEE MEP AND ARCH'LS DRWG'S FOR DUCT SIZE AND LOCATION.

117 THE G.C. SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL UNDERGROUND UTILITIES AND INTERFERENCES PRIOR TO DIGGING FOUNDATIONS.

1/2" = 1'-0"1 FOUNDATION PLAN -AREA-B

GRADE BEAM/TIE BEAM SCHEDULE

TYPE WIDTH THICKNESS

TOP

REINFORCING

BOTTOM

REINFORCING STIRRUPS

TB-1.5 1'-6" 1'-0" (3)-#5'S (3)-#5'S #3'S @ 5" O.C.

SPREAD FOOTING SCHEDULE

FOOTING

TYPE LENGTH WIDTH THICKNESS BOTTOM REINFORCING TOP REINFORCING

CONTINUOUS FOOTING SCHEDULE

FOOTING TYPE WIDTH THICKNESS

LONGITUDINAL

REINFORCING

TRANSVERSE

REINFORCING

EXIST F15 1'-6" 1'-0" EXIST (2)-#5'S N/A

EXIST F20 2'-0" 1'-0" EXIST. (3)-#5'S N/A

No. 28196

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PROVIDE 1 1/4" OPEN METAL GRATING (HDG), NON-SERATED.

GRATING LOADING REQ'S = 150-PSF LL, 300-LB CONCENTRATED LOAD AT ANY POINT

HVAC UNIT SEISMIC AND VIBRATION ISOLATION BY OTHERS.

ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED.

NOTE:

ADDITIONAL REINFORCING OF EXISTING WALL MAY BE REQ'D IF EXIST WALL REINF IS

DETERMINED TO BE INSUFFICIENT.

(F) = FLUSH

PLATFORM FRAMING PLAN NOTES:

A

10.1 0.2 0.3

0.20.1

A.1

A.2

0.3

W X

C

O N

T

W X

C

O N

T

/4

203203

EXISTING 1990's STEEL

FRAME &

REINFORCED CMU

BLDG BLDG

EXIST CMU

WALL BELOW

EXISTING 1970's

STEEL FRAME

HANGER

208208208

4'-3"19'-6 1/4"

/4

W14X22 (F)

W14X22 (F)

W14X22 (F)

W14X22 (F)

W X

F

W X

F

W X

F

W X

F

W X

F

W X

F

W X

F

W X

F

W X

F

W X

F

A.3

/8

/8

/8

EQ EQ

EQ EQ

5'-6" 9'-0 1/4" 5'-0"

S222

S222

S222

S222

S222

S221 max unit weight = 2500lbs

W10X12W10X12W10X12

W X

F

STEEL BEAM LEGEND

WXXxXX (+) C=XX" R=XX <XX>

BEAM SZE

BEAM CAMBER

FACTORED BEAM END SHEAR

(TYP. BOTH ENDS UNO)

(MIN. 25KIPS ALL BEAMS UNO)

CANTILEVER CONNECTION

CANTILEVER SECTION,

MATCH BEAM SIZE UNO.

MOMENT CONNECTION

FACTORED BEAM END AXIAL FORCE

(15+/- KIPS) (TYP. BOTH ENDS UNO)

INDICATES BEAM IS FLUSH WITH ADJACENT TOP OF JOIST/DBE

A

B

C

D

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10.5 0.90.80.6 0.7

0.1 0.2 0.3

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ADC #17005.0

KEYED NOTES (THIS SHEET ONLY)

111 NEW TYPE B CMU INTEL OVER OPENING.

112 REINFORCE 2 ADJACENT CELL EACH SIDE OF OPENING.

113 NEW 8"CMU BOND BEAM SILL W/ 2-#4'S CONT., BELOW OPENING.

202 GRATING SPAN.

203 HVAC UNIT, SEE MECH'L

205 1/2"Ø THRD'D ROD BRACING (HORIZONTAL). PROVIDE 3/8" TAB PL'S TO BOTTOM FLANGE OF BEAMS AND #2 CLEVIS'S FOR

ATTACHMENTS. ALL COMPONENTS SHALL BE (HDG).

206 NEW LADDER AND LOCKING ACCESS COVER PLATE, BY STEEL SUPPLIER / LADDER DESIGNER, TO MEET ALL CURRENT OSHA &

IBC CODE REQUIREMENTS.

207 PROVIDE FALL PROTECTION AT OPENING. FALL PROTECTION DESIGN, REQUIREMENTS, AND INSTALLATION BY OTHERS.

208 HANDRAIL POST LOCATION.

212 G.C. TO COORDINATE RAILING WITH MEP TO AVOID INTERFERENCE.

213 EXISTING CAGED LADDER TO REMAIN. G.C. TO ADJUST PLATFORM LOCATION AS NEEDER TO MAINTAIN CLEARANCE

REQUIREMENTS FOR EXISTING CAGED LADDER

214 COORDINATE DIMENSION WITH FINAL APPROVED HVAC EQUIPMENT SUPPORT REQUIREMENTS. G.C. SHALL COORDINATE WITH

STEEL FABRICATOR.

215 G.C. TO FIELD VERIFY CLEARANCE IS ACCEPTABLE.

301 UNISTRUT FRAME FOR DUCT SUPPORT BY OTHERS.

302 SEE MEP & ARCH'LS FOR DUCT LOCATION.

1/2" = 1'-0"1

PLATFORM FRAMING PLAN - AREA-B

T/ STEEL = 12'-0" AFF

1/8" = 1'-0"

STEEL BEAM LEGEND

No. 28196

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1/8" = 1'-0"3 HVAC DUCTWORK FRAMING PLAN

3"

NOTES:

1. DO NOT LOCATE CONSTRUCTION JOINTS IN COLUMN FOOTINGS OR ENLARGED SECTIONS

OF CONTINUOUS STRIP FOOTINGS.

2. EXTEND REINFORCING FROM FIRST POUR THRU BULKHEAD ADEQUATE DISTANCE TO

ENSURE A CLASS "B" SPLICE WITH REINFORCING FOR SECOND POUR.

2'-6 1/4"

CLASS "B" SPLICE

SEE GENERAL NOTES

KEY JOINT FULL WIDTH OF FOOTING,

PROVIDE ONE KEY PER 12" OF

FOOTING THICKNESS

(1)-#5x36" SHEAR DOWEL

PER 12" OF FOOTING WIDTH,

TYP. TOP AND BOTTOM

CONT. FOOTING REINFORCEMENT,

SEE SCHEDULES AND SECTIONS

3"

NOTES:

1. EXTEND REINFORCING FROM FIRST POUR THRU BULKHEAD ADEQUATE DISTANCE

TO ENSURE A CLASS "B" SPLICE WITH REINFORCING FOR SECOND POUR

2. BULKHEAD FOR FIRST POUR SHALL BE REMOVED AFTER INITIAL SET AND CONCRETE

ROUGHENED TO A MINIMUM 1/4" AMPLITUDE

3. LOCATE GRADE BEAM COLD JOINTS AT THIRD POINTS BETWEEN PILE CAPS AND/OR

SUPPORTING GRADE BEAMS

4. DO NOT LOCATED COLD JOINTS WITHIN REGIONS OF TOP OR BOTTOM BAR SPLICES

5. G.C. SHALL COORDINATE LOCATION OF CONSTRUCTION JOINTS WITH REBAR

DETAILER TO ENSURE PROPER TOP AND BOTTOM BAR SPLICING, AND PROPER

NUMBER OF JOINT DOWEL BARS.

2'-1 3/8"

CLASS "B" SPLICE

SEE GENERAL NOTES

KEY JOINT FULL WIDTH OF

GRADE/TIE BEAM

(2)-#9 x 9'-0" SHEAR DOWELS, TYP. TOP AND BOTTOM

TOP BARS, SEE SCHEDULE

SECOND

POUR

FIRST

POUR

BOTTOM BARS,

SEE SCHEDULE

EQ EQ

M

IN

COL.

CL

SEE PLAN

8"

C L R

T

Y P

3" CLR.

TYP.

ADJACENT GRADE

V A

R

IE

S

M

IN

NOTE:

SLAB SLOPES,

SEE PLAN.

4" SLAB W/ 3000 PSI CONC.

(NORMAL WEIGHT), SEE

PLAN ALSO.

FORM WIRE MESH

DOWN

INTO FOOTING.

3/4" CHAMFER EDGE.

#4 CONT. NOSE BAR.

(2)-#5's CONT.

3000 PSI CONCRETE FOOTING.

SHEAR REINFORCING/

STIRRUPS, SEE SCHEDULE

FOR SIZE & SPACING.

CONT. TOP REINFORCING,

SEE SCHEDULE FOR SIZE

& QUANTITY.

TYPICAL TB1 & F30 FOOTING

SECTION DETAIL

SEE SCHEDULE FOR

SIZE & REINFORCING

S E

E S

C H

E D

CONT. BOTTOM REINFORCING,

SEE SCHEDULE FOR SIZE &

QUANTITY.

A L L

S

ID

E S

C L R

T

Y P

135° HOOK

SHEAR REINF. STIRRUPS @

EA. INTERIOR BAR

NOTES:

1) PROVIDE STEP FOOTINGS AT ALL LOCATIONS INDICATED ON PLAN

2) PROVIDE STEP FOOTINGS AS REQUIRED TO AVOID PIPING AND OTHER MISC. MECHANICAL ITEMS

3) DO NOT STEP GRADE BEAM OR TIE BEAM FOOTING WITHOUT PRIOR APPROVAL FROM ENGINEER

18"

36"

#4 BENT NOSE BARS @ 6" O.C.

S E

E P

L A

N

M

A X

U

.N .O

TIE BARS, MATCH SIZE AND QUANTITY

OF MAIN FOOTING BARS

CLASS "B" SPLICE

SEE GENERAL

NOTES

CLASS "B" SPLICE

SEE GENERAL

NOTES

MAIN FOOTING BARS,

SEE FOOTING

SCHEDULE

18"W.x12"D.xLENGTH

3000 PSI CONC.

1/4" BENT PLATE W/ 1-5/8Øx6"

EMBEDMENT ANCHOR BOLT.

NEW SLAB

3/16

NEW STEEL LADDER, THE

LADDER SHALL BE

DESIGNED BY THE STEEL

SUPPLIER, AND SHALL

MEET ALL IBC AND OSHA

REQUIREMENTS.

1_

1/2" EXPANSION JOINT 1/2" EXPANSION JOINT

NEW SLAB

EDGE OF COLLAR, TYP.

M

IN

S E

E P

L A

N

M

IN

EDGE OF SLAB/ FACE OF BLOCK

STEP COLLAR INTO BRICK

SPACE BELOW GRADE AS

REQUIRED TO PROVIDE 3"

COVER ON BASE PLATE

BASE PLATE AND ANCHOR

BOLTS, SEE SPECIFIC DETAILS

COLUMN, SEE PLAN AND

SCHEDULE FOR SIZE

NOTES:

1. TOP OF COLLAR SHALL MATCH TOP OF ADJACENT SLAB. COORDINATE WITH UPFIT SLAB REQUIREMENTS

2. PROVIDE #3 TIES (2-PIECE "U" SHAPED) @ 8" O.C. VERTICALLY IN COLLAR. MIN. NUMBER OF TIES SHALL BE (2)

3. STEP COLLAR INTO BRICK SPACE BELOW GRADE AS REQUIRED TO PROVIDE MINIMUM COVER

4. COAT COLUMN, BASE PLATE, AND ANCHOR RODS WITH ASPHALT PAINT PRIOR TO POURING CONCRETE COLLAR.

5. DETAIL IS TYPICAL AT SLAB ON GRADE ONLY

6. COORDINATE COLLAR GEOMETRY WITH SPECIFIC PLAN DETAILS

3" MIN.3" MIN.

1'-6" Ø

6"

ROUNDED CONC.

TOP 1/2" CROWN

NOTE: BOLLARDS SHALL BE AS

REQUIRED BY OSHA

REGULATIONS. G.C. TO COORD.

6"Ø CONC. FILLED STEEL PIPE

PAINT SAFETY YELLOW

1" CROWN

PAVING

GRANULAR FILL

STEEL PIPE SLEEVE

CONCRETE FOOTING

10x10x1/4" THICK

PLATE WELDED

ALL AROUND

NOTE: SEE ARCHITECTURAL

DRAWINGS FOR LOCATION

EXISTING SLAB NEW SLAB/FOOTING

6" 1'-0" UNO

NEW #4x1'-6" LONG DOWELS

@ 24" O.C. (DRILL & EPOXY

INTO EXISTING SLAB)

SLAB ON GRADE,

SEE PLAN

VAPOR RETARDER

CAPILLARY BARRIER

AS INDICATED EXISTING FILL, RECOMPACTED PRIOR

TO POURING NEW SLAB/FOOTING

SLAB EDGES

#4x5'-0" RE-ENTRANT BAR

CONTROL JOINT, COORDINATE WITH

PLANS AND FINAL FIELD LAYOUT OF

CONTROL JOINTS

2"

2' -6

2' -6

FIRST POUR SECOND POUR

1'-0" 1'-0"

1/2"øx24" SMOOTH BARS @

24" O.C. (GREASE ONE END)

SLAB ON GRADE,

SEE PLAN

VAPOR RETARDER

CAPILLARY BARRIER

AS INDICATED COMPACTED SUBGRADE

PLATE, THROUGH

CENTERLINE OF TUBE STEEL

4" SLAB W/ WWM

ON COMPACTED FILL

SLIP CRITICAL CONNECTIONS DO NOT HDG,

GALVANIZE IN FIELD AFTER CONNECTION IS

FINAL. TYPICAL ALL CONNECTIONS SHOWN

HEREIN. DESIGN WELDED CONNECTIONS TO BE IN

ACCORDANCE WITH ALL CURRENT CODE

REQUIREMENTS, SEISMIC PROVISIONS AND ALL

SUBSEQUENT ADDENDUM'S TO THE CODE AND

SEISMIC PROVISIONS.

SEE TYPICAL DETAIL FOR BASE

PLATE ATTACHMENT

2" GROUT, TYPICAL

SEE PLAN FOR

COLUMN SIZE

3000-PSI CONC. COLLAR AROUND

COLUMNS, TYP.

TYP ALL

1'-0" M

IN

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SEE PLAN/SCHED. FOR FTG. SIZE & REINF. REQUIREMENTS

1/2" EXPANSION JOINT MATERIAL

#4 DOWELS

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1" = 1'-0"1

TYP. FOOTING CONSTRUCTION

JOINT

1" = 1'-0"2 TYP. GB/TB SPLICE

1" = 1'-0"4 TYP. THICKENED SLAB EDGE

1" = 1'-0"3 TYP. GB/ TB FOOTING SECTION

1" = 1'-0"6 TYP. STEP FOOTING (AS NEEDED)

1" = 1'-0"12 TYP LADDER BASE DETAIL

1" = 1'-0"5

TYP. STEEL COLUMN COLLAR

(PERIMETER CONDITION)

1" = 1'-0"8 TYP. BOLLARD DETAIL

1" = 1'-0"9A

TYP. NEW-TO-EXISTING SLAB

CONSTRUCTION

1" = 1'-0"10 TYP. SLAB RE-ENTRANT CORNER

1" = 1'-0"9B

TYP. SLAB-ON-GRADE

CONSTRUCTION JOINT

1" = 1'-0"11 TYP. FOUNDATION DETAIL

No. 28196

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1" BASE

PLATE.

(4)-1" DIA. A325

(GRADE 55)

ANCHOR BOLTS.

2" 5" 5" 2"

1' - 2"

HSS COL.

5/16

2" TYP.

NON-SHRINK

GROUT.

@ HSS COLUMN

1" BASE PLATE.

(6)-1"Ø F1554 (GRADE

55, WELDABLE) ANCHOR

BOLTS.

NON-SHRINK

GROUT.

COL

CL

COL

CL

2" 6" 9" 2"

1' - 7"

1/8"x3"x3" PLATE WASHER

(W/ STANDARD HOLE).

1½"Ø GROUT HOLES.

1/4

5/16

3/8

COL TO BASE PL

BOTTOM OF GRADE BEAM.

1/2" THICK

GUSSET PLATE.

HSS COL.

3/8

HSS 6x6 COL.

5/16

5/16

1"Ø ANCHOR BOLTS.

PLATE, THROUGH CENTERLINE

OF TUBE STEEL

SLIP CRITICAL CONNECTIONS DO NOT GALVANIZE, GALVANIZE IN FIELD AFTER

CONNECTION IS FINAL. TYPICAL ALL CONNECTIONS SHOWN HEREIN. DESIGN

WELDED CONNECTIONS TO BE IN ACCORDANCE WITH ALL CURRENT CODE

REQUIREMENTS, SEISMIC PROVISIONS AND ALL SUBSEQUENT ADDENDUM'S TO

THE CODE AND SEISMIC PROVISIONS.

SLIP CRITICAL CONNECTION DO NOT SHOP

PRIME, PRIME IN FIELD AFTER CONNECTION

IS FINAL. TYPICAL ALL CONNECTIONS

SHOWN HEREIN.

SEE PLAN FOR

COLUMN SIZE

COLUMN CAP (1/4")

TYP ALL

1'-0" M

IN.

SLIP CRITICAL CONNECTIONS DO NOT GALVANIZE,

GALVANIZE IN FIELD AFTER CONNECTION IS FINAL.

TYPICAL ALL CONNECTIONS SHOWN HEREIN.

DESIGN WELDED CONNECTIONS TO BE IN

ACCORDANCE WITH ALL CURRENT CODE

REQUIREMENTS, SEISMIC PROVISIONS AND ALL

SUBSEQUENTS ADDENDUMNS TO THE CODE AND

SEISMIC PROVISIONS.

BEAM, SEE PLAN

C O

L U

M N

S

E E

P L A

N

C O

L U

M N

S

E E

P L A

N

SEE PLAN

SEE PLAN

SEE

TYP

SEE

TYP

SEE PLAN

NEW LINTEL

NEW L4 x 4 x 1/4

EXISTING 4" SPLIT FACE CMU

EXISTING 8" CMU

EXISTING K-SERIES BAR JOIST

NEW 8" CMU BOND BEAM

CONTINUOUS TO ADJACENT

CMU ON EACH SIDE

METAL STUD FURRING

REMOVE AND REPLACE

EXISTING END CLOSURE

EXISTING METAL DECK

EXISTING #5 CONT.

NEW DUCT,

SEE MEP

1/2"Ø THREADED ROD @ 10'-0"

MAX PER UNISTRUT DESIGNER

EXISTING W-BEAM

EXISTING HSS

EXISTING W-COLUMN

EXISTING W-GIRT

EXISTING WT-BEAM

A1001 UNISTRUT @ 10' O.C.

EXISTING METAL FRAMED WALLS

EXISTING CMU WALL

EXISTING BAR JOISTS

NEW HVAC DUCTWORK,

SEE MEP FOR DESIGN AND ATTACHMENTS

EXISTING METAL ROOF DECK

GIRT C/L

EL= 13'-6"

GIRT C/L

EL= 19'-6"

NEW L2 LINTEL

NEW DUCT,

SEE MEP

NEW CMU SILL

REINFORCE 2 ADJACENT CELLS EA SIDE

EXISTING CMU BOND BEAM W/ ANCHOR BOLT

EXISTING W-GIRT

EXISTING METAL SIDING

HVAC DUCTWORK, SEE MEP PLANS

ATTACHMENTS PER DUCT SUPPLIER/DESIGNER

1/2"Ø THREADED ROD @ 10'-0"

MAX PER UNISTRUT DESIGNER

EXISTING WT-BEAM,

CONNECTION PER

UNISTRUT DESIGNER

EXISTING HSS

UNISTRUT & ATTACHMENTS

BY OTHERS

EXISTING CMU WALL

EXISTING METAL DECK

EXISTING RAFTER BEAM

GIRT C/L

EL= 13'-6"+/-

GIRT C/L

EL= 8'-0"

GIRT C/L

EL= 19'-6"+/-

UNISTRUT ATTACHMENT BY

UNISTRUT SUPPLIER/DESIGNER

EXISTING COLUMN BRACE

NEW DUCT,

SEE MEP

NEW TYPE L2 LINTEL

NEW CMU SILL

REINFORCE 2 ADJACENT CELLS EACH SIDE

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ADC #17005.0

3/4" = 1'-0"2 BP - TYP. BASE PLATE DETAIL (@ HSS COL.)

1" = 1'-0"3

TYP. BRACED FRAME HSS BASE

PLATE DETAIL

1" = 1'-0"4

STL - TYP. BRACED FRAME

(CONNECTION PER STEEL SUPPLIER)

1" = 1'-0"11

STL - TYP. ELEVATION OF BRACED

FRAME

No. 28196

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1" = 1'-0"1 SECTION

1/2" = 1'-0"5 SECTION

1/2" = 1'-0"7 SECTION

3/16

W-SECTION BEAM,

PER PLAN.

11/2"Ø PIPE RAILING @

12" O.C. (VERT.)

11/2"Ø POST COORD.

LOCATION W/ PLAN.

STEEL

GRATING,

SEE PLAN.

M A

X

M

IN

NOTE:

AT GRATING LOCATIONS SEE

GRATING MANUFACTURERS

REQUIREMENTS FOR GRATING

CONNECTION.

BEAM, PER PLAN.

1/4" TAB PLATE.

DBL L2x2x1/4

1/4" TAB PLATE.

1/4'x6" TOE PL (HDG), CONT

NOTE: SEE ALSO 9/S222

PROVIDE 1" SQUARE OPENING @

12" FROM BOTTOM OF PLATE FOR

WATER TO DRAIN

STEEL

GRATING,

SEE PLAN.

M

IN

NOTE:

AT GRATING LOCATIONS SEE GRATING

MANUFACTURERS REQUIREMENTS FOR

GRATING CONNECTION.

SHEAR CONX PER TYP.

DETAIL.

BEAM, PER PLAN.

M

IN

"Ø PIPE RAILING @

21" O.C. (VERT.) MAX.

11/2"Ø POST COORD.

LOCATION W/ PLAN.

11/2

1/4'x6" TOE PL (HDG), CONT

PROVIDE 1" SQUARE OPENING @

12" FROM BOTTOM OF PLATE FOR

WATER TO DRAIN

NOTE: SEE ALSO 9/S222

STEEL

GRATING,

SEE PLAN.

7" MIN

CLR.

1/4" TAB PL'S

LADDER, PER LADDER

SUPPIER/

STEEL FABRICATOR,

LADDER TO

MEET OSHA

REQUIREMENTS. FOR

FIXED LADDERS

ATTACHING TO A

PLATFORM

3/4"Ø RUNG, MIN. TYP.

NOTE:

AT GRATING LOCATIONS SEE GRATING

MANUFACTURERS REQUIREMENTS FOR

GRATING CONNECTION.

SHEAR CONX PER TYP.

DETAIL.

BEAM, PER PLAN.

BEAM, PER PLAN.

M

IN

"Ø PIPE RAILING @

12" O.C. (VERT.)

11/2"Ø POST COORD.

LOCATION W/ PLAN.

11/2

NOTE: SEE ALSO 9/S222

A-A

(PLAN VIEW)

1/2" TAB PLATE

COL

CL

A A

NOTE:

SEE PLAN FOR TOP OF

STEEL ELEVATION.

NOTE:

SOME FRAMING

OMITTED FOR CLARITY.

BEAM, SEE PLAN.

SHEAR CONX, PER

TYP. DETAIL.

DROPPED BEAM,

SEE PLAN.

SEE PLAN FOR PIN, THRD'D

ROD, & CLEVIS SIZE.

NOTE:

AT SIMILAR CONDITION,

HORIZONTAL BRACE IS ON

ONLY ONE SIDE.

RODS SHOWN

SCEWED

FOR CLARITY.

SEE PLAN FOR PIN,

THRD'D ROD, &

CLEVIS SIZE.

DROPPED BEAM,

SEE PLAN.

BEAM, SEE PLAN.

SHEAR CONX, PER

TYP. DETAIL.

SEE PLAN FOR PIN,

THRD'D ROD, &

CLEVIS SIZE.

SEE PLAN FOR PIN,

THRD'D ROD, &

CLEVIS SIZE.

CLEVIS FOR THRD'D ROD

BRACING CONNECTS TO TOP

FLANGE OF DROPPED BEAM.

STUB COL. BEYOND,

SEE PLAN.

TYP. BEAM TO HSS COL. CONX DETAIL

1/4

3/8" TAB PL

NOTCH THRU

COL.

BEAM, PER

PLAN.

BOLTS.

1/2" CAP PLATE.

STUB COLUMN,

SEE PLAN FOR

SIZE.

NOTE:

SEE PLAN FOR TOP

OF STEEL ELEVATION.

NOTE:

SOME FRAMING

OMITTED FOR CLARITY.

MAX 3/4"Ø A325

TYP. FLUSHED BEAM TO BEAM CONX

BEAM, PER

PLAN.

DBL L3x3x1/4 SHEAR

CONX W/ MAX 3/4"Ø

A325 BOLTS EA LEG

C-C

D

D

C

C

D-D

BEAM, PER

PLAN.

NOTE:

AT SIMILAR CONDITION,

BEAMS MAY FRAME INTO

BOTH SIDES.

NOTE:

SOME FRAMING

OMITTED FOR CLARITY.

NOTE:

SEE PLAN FOR TOP

OF STEEL ELEVATION.

M

IN

BEAM, SEE PLAN

1/4'x6" TOE PL (HDG), CONT

1/4"x6" TOE PL (HDG), CONT

PROVIDE 1" SQ WEEP

HOLES @ 12" O.C.

1/4"

3/16 4-12

STEEL GRATING,

SEE PLAN.

NOTE:

AT GRATING LOCATIONS SEE GRATING

MANUFACTURERS REQUIREMENTS FOR

GRATING CONNECTION.

NOTE:

SEE PLAN FOR TOP

OF STEEL ELEVATION.

NOTE:

AT SOME LOCATIONS 1 1/2"Ø

MAY BE AN HSS COL

1/2"Ø PIPE RAILING

@ 21" MAX SPACING

1 1/2"Ø POST (SPACING AS NEEDED

BY DESIGN, 6'-0" O.C. MAX)

1/2"

UNISTRUT FRAMING PER UNISTRUT DESIGNER

NEW HVAC DUCTWORK, SEE MEP PLANS

1/2"Ø A36 THREADED ROD

EXISTING CONCRETE SLAB

UNISTRUT PER UNISTRUT DESIGNER

UNISTRUT PER UNISTRUT DESIGNER

UNISTRUT CROSS BRACING PER UNISTRUT DESIGNER

ALL CONNECTIONS IN ACCORDANCE WITH

UNISTRUT DETAILS AND SPECIFCIATIONS

UNISTRUT BRACING PER UNISTRUT DESIGNER

ANCHORAGE FOR UNISTRUT BY OTHERS

(USE EXP OR EPOXY BOLTS) PROVIDE

EACH END AND MAX SPACING OF 24"

UNISTRUT PER UNISTRUT DESIGNER

B/ DUCT

EL= G.C. TO COORD W/ MEP

T/ DUCT

EL= SEE MEP

G.C. TO COORD W/ MEP

E Q

E Q

NOTE: G.C. TO PROVIDE OPENING IN EXSTING

BUILDING/STRUCTURE. G.C. TO PROVIDE

SIGNED AND SEALED LINTEL DETAIL FOR

APPROVAL PRIOR TO START OF WORK.

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ADC

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

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ARCH E(30X42)

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ADC #17005.0

1" = 1'-0"3 SECTION

1" = 1'-0"5 SECTION

1" = 1'-0"4 TYP. HANDRAIL FRAMING

1" = 1'-0"1 TYP. HORIZ. THREADED ROD CONX.

1" = 1'-0"6

TYP. BEAM TO HSS CONN (FLUSH &

BRG)

1" = 1'-0"8 TYP. FLUSHED BEAM TO BEAM CONN

1" = 1'-0"9

TYP. HANDRAIL & CONN TO METAL

PLATFORM DETAIL

No. 28196

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3/4" = 1'-0"11 SECTION 10

(2)-#5'S @ 8"/12" CMU,

(1)-#5 @ 6" CMU,

SEE TYPICAL OPENING DETAILS

STANDARD LINTEL BLOCK

TYPICAL STRETCHER UNITS

VERTICAL REINFORCING @

TYP. SPACING, EXTEND

INTO BOTTOM COURSE OF

LINTEL AS INDICATED

(8" DEEP, ONE COURSE)

(2)-#5'S EA COURSE, SEE

TYPICAL OPENING DETAILS

STANDARD LINTEL BLOCK,

TYP. BOTTOM COURSE

STANDARD OPEN BOTTOM

BOND BEAM COURSE

VERTICAL REINFORCING @ TYP.

SPACING, EXTEND INTO BOTTOM

COURSE OF LINTEL AS INDICATED

NOTES:

1. SUPPORT LINTEL BARS ON HORIZONTAL REBAR POSITIONERS @ 16" O.C. MAX TO ACHIEVE PROPER LOCATION

2. PROVIDE ADDITIONAL BARS, WIRE TIES, ETC. AS REQUIRED TO ENSURE LINTEL BARS ARE NOT DISPLACED DURING GROUTING

OPERATIONS

3. ALL VERTICAL REINFORCING SHALL EXTEND INTO BOTTOM COURSE OF LINTEL AS SHOWN.

4. ALL COURSES OF LINTELS SHALL BE GROUTED AT THE SAME TIME WITHOUT COLD JOINTS PRESENT BETWEEN THE COURSES.

5. SEE AND FOR TYPICAL CMU OPENING CONSTRUCTION.

6. WHERE LINTEL IS NOTED AS "CONT." IT IS CONTINUOUS ACROSS ADJACENT OPENINGS.

7. WHERE LINTEL IS NOTED AS "ABOVE" IT REFERS TO A SECOND LINTEL ABOVE A HIGHER OPENING.

8. ALLOWABLE SPANS ARE FOR MISCELLANEOUS OPENINGS NOT SPECIFICALLY INDICATED ON PLAN.

8.1 TYPE "L1" LINTELS SHALL BE LOCATED A MINIMUM OF (3)-COURSES BELOW FLOOR ELEVATION OR ROOF JOIST BEARING

ELEVATION.

8.2 TYPE "L2" LINTELS SHALL BE LOCATED A MINIMUM OF 3'-4" BELOW FLOOR ELEVATION OR ROOF JOIST BEARING ELEVATION.

9. DO NOT LOCATE LINTEL WITHIN 8" FROM END OF BEAM BEARING PLATE OR 1'-4" EACH SIDE OF CENTERLINE OF BEAM BEARING

ABOVE UNO.

10. PROVIDE MIN. 1'-4" CLEAR BETWEEN ADJACENT OPENINGS UNO.

11. TOP OF MECHANICAL OPENINGS NOTED BELOW SECOND FLOOR CONSTRUCTION SHALL NOT BE HIGHER THAN 12'-0" ABOVE

FIRST FLOOR FINISHED FLOOR UNO.

12. TOP OF MECHANICAL OPENINGS NOTED BELOW ROOF JOIST BEARING SHALL BE A MINIMUM OF 2'-0" BELOW JOIST BEARING

ELEVATION UNO.

(16" DEEP, TWO COURSES)

TYPE LINTELL2

TYPE LINTELL1

ALLOWABLE LINTEL SPANS

LINTEL TYPE ALLOWABLE SPAN

(NOTE #9)

< 2'-0"

2'-0" TO 4'-0"L2

/3 S231 /4 S231

L1

BEARING EACH END

MIN. 16" LINTEL

CMU LINTEL, SEE PLANS

AND SCHEDULES

JAMB REINFORCING,

SEE SCHEDULE

EXTEND WALL REINFORCING INTO

BOTTOM COURSE OF LINTEL

SEE TYP DETAIL FOR BOND

BEAM REINFORCING AT

OPENING

DOOR OPENING

NOTES:

1. JAMB BAR SIZE SHALL MATCH TYPICAL ADJACENT WALL REINFORCING SIZE

2. PROVIDE HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. VERTICALLY AND FIRST COURSE ABOVE AND BELOW

OPENING, EXTEND MIN. OF 24" PAST OPENING

3. LINTELS SHALL BE CONSTRUCTED OF STANDARD "U" SHAPED UNITS (NOT BOND BEAM UNITS)

4. JAMB REINFORCING SHALL BE CONTINUOUS FROM FOOTING, GIRT, OR DIAPHRAGM LEVEL BELOW TO DIAPHRAGM

LEVEL, GIRT OR TOP OF WALL ABOVE

5. DETAIL IS TYPICAL ALL OPENINGS GREATER THAN 1'-0" WIDE

6. COORDINATE JAMB BARS WITH SPECIFIC CMU PIER DETAILS WHERE INDICATED

JAMB BAR SCHEDULE

EQUIVALENT

OPENING WIDTH

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