OKANG_B1001_IFC_Drawings.pdf

PDF 28 MB Posted Mar 12, 2019

Attached to: BLDG 1001 Reconfigure Federal contract opportunity
Solicitation number: W912L619B5000
Issued by: Department of the Army National Guard

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Complete Drawings B1001

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File	Type	Posted
Bid_opening_Signin_sheet.pdf	PDF	Apr 11, 2019
Sealed_Bid_for_YZEU142040_W912L619B5000.pdf	PDF	Apr 11, 2019
Pre-Bid_RFI_W912L6-19-B-5000_6_Apr_2019.pdf	PDF	Apr 8, 2019
Technical-Specifications-SCIF-Construction.pdf	PDF	Apr 8, 2019
C-110_SITE_PLAN.dwg	DWG drawing	Apr 4, 2019
C-100_DEOMOLITION_PLAN.dwg	DWG drawing	Apr 4, 2019
Pre-Bid_RFI_W912L6-19-B-5000_4_Apr_2019.pdf	PDF	Apr 4, 2019
Pre-Bid_RFI_W912L6-19-B-5000_4_Apr_2019.pdf	PDF	Apr 3, 2019
Addendum_001.pdf	PDF	Apr 3, 2019
B1001_Site_Visit_Attendance_Sheet_14_March_2019.pdf	PDF	Mar 14, 2019
OKANG_B1001_IFC_Drawings_-_T-101_with_Notes_(002).pdf	PDF	Mar 11, 2019
W912L619B5000.pdf	PDF	Mar 11, 2019
OKANG_B1001_IFC_Specs.pdf	PDF	Mar 11, 2019

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DRAFTING CONVENTIONS

Room name

150 SF

DETAIL VIEW NUMBER

SHEET ON WHICH DETAIL

APPEARS

NUMBER

DESIGNATION

A-101

DIRECTION OF VIEW FOR ELEVATION

SHEET ON WHICH ELEVATION APPEARS

ELEVATION VIEW NUMBER

HEIGHT

DESIGNATION

10'-0"

HEIGHT DESIGNATION

LETTER/NUMBER

DESIGNATION

NAME DESIGNATION

ROOM NAME/NUMBER SYMBOL

SPOT/CEILING ELEVATION SYMBOL

ELEVATION SYMBOL

GRID SYMBOL

EXTERIOR ELEVATION MARKER

INTERIOR ELEVATION MARKER

BUILDING / WALL SECTION MARKER

DETAIL MARKER

A-101

SIM

8' 4' 0 8'

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

LEVEL 30

24'-0"

MATCHLINE SYMBOL

1 / A-121

1 / A-122

LETTER/NUMBER

DESIGNATION OF

FLOOR PLAN(S)

DIRECTION OF ELEVATION VIEW

ELEVATION VIEW NUMBER

SHEET ON WHICH ELEVATION APPEARS

A101

SIM SIMILAR (IF APPLICABLE)

CENTERLINE SYMBOL =

DIRECTION OF SECTION VIEW

SECTION VIEW NUMBER

SHEET ON WHICH SECTION APPEARS

A101

SIM SIMILAR (IF APPLICABLE)

GRAPHIC SCALE SYMBOL

SIMILAR (IF APPLICABLE)

REVISIONS SYMBOL

AREA / ITEM(S)

TO BE REVISED

1 REVISION NUMBER

EXISTING NEW

View Name

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

VIEW NUMBER

VIEW TITLE

PLAN NORTH

NORTH ARROW

PLAN NORTH

ARROW DIRECTION

TRUE NORTH

ARROW DIRECTION

MATERIAL SYMBOLS

CONCRETE

BRICK

STEEL

DISCONTINUOUS ROUGH LUMBER

CONTINUOUS LUMBER

BLANKET INSULATION

PLYWOOD

EARTH

AGGREGATE FILL

CUT/ CAST STONE

RIGID INSULATION

FINISH LUMBER

PRECAST CONCRETE

MORTAR NET

WOOD GRAIN

MARBLE/ GRANITE

CONCRETE MASONRY UNITS

SPRAY FOAM INSULATION

D R

A W

N B

D E

N E

D B

D A

T E

P R

C T

N O

Y Z

E U

-B

E D

-D O

W N

H A

C C

T S

C H

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L H

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A A

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A L

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A w m c c a n n .r v t

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G-001

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E T

YZEU142040-BED-DOWN 306TH

ACCT SCHOOL HOUSE

OKLAHOMA AIR NATIONAL GUARD, 137TH AIR

REFUELING WING

OKLAHOMA CITY, WILL ROGERS AIR GUARD

BASE, OKLAHOMA

FINAL DESIGN

JANUARY 18, 2018

SHEET INDEX

SHEET NUMBER SHEET TITLE

1000 - GENERAL

G-001 COVER SHEET

G-002 LIFE SAFETY ANALYSIS

G-003 LIFE SAFETY PLAN

5000 - CIVIL

C-001 CIVIL LEGEND AND GENERAL NOTES

C-100 DEMOLITION PLAN

C-110 SITE PLAN

C-500 DETAILS

7000 - STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-111 FOUNDATION PLAN

S-161 FRAMING PLAN

S-501 STRUCTURAL SECTIONS

8000 - ARCHITECTURAL

A-001 ABBREVIATIONS, NOTES & CONVENTIONS

A-002 ADA STANDARDS

AD121 DEMOLITION FLOOR PLAN

A-121 FLOOR PLAN

A-141 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATION & BUILDING SECTION

A-221 ENLARGED PLAN, INTERIOR ELEVATIONS, & MILLWORK SECTIONS

A-341 PARTITION TYPES

A-531 DOOR SCHEDULE & DETAILS

A-641 SCHEDULES AND FINISH PLAN

A-721 SIGNAGE DETAILS AND PLAN

A-731 FURNITURE PLAN

11000 - FIRE PROTECTION

FA001 FIRE ALARM LEGEND AND NOTES

FA101 FIRE ALARM DEMO PLAN

FA102 FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FA503 FIRE ALARM MATRIX

FX001 FIRE SUPPRESSION LEGEND AND NOTES

FX101 FIRE SUPPRESSION DEMO PLAN

FX102 FIRE SUPPRESSION PLAN

FX501 FIRE SUPPRESSION DETAILS

12000 - PLUMBING

P-001 PLUMBING LEGEND

P-101 PLUMBING DEMOLITION PLAN

P-201 UNDERFLOOR PLUMBING PLAN

P-202 PLUMBING FLOOR PLAN

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

14000 - MECHANICAL

M-001 HVAC LEGEND

M-101 HVAC DEMOLITION PLAN

M-201 HVAC FLOOR PLAN

M-401 HVAC ENLARGED PLAN & SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 HVAC SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

15000 - ELECTRICAL

E-001 ELECTRICAL LEGEND AND NOTES

ED101 ELECTRICAL DEMOLITION PLAN

EL101 LIGHTING PLAN

EP101 POWER PLAN

EP102 MECHANICAL POWER PLAN

E-501 ELECTRICAL DETAILS

E-601 ONE-LINE DIAGRAM & SCHEDULES

E-602 PANEL SCHEDULES

16000 - COMMUNICATIONS

T-101 COMMUNICATIONS PLAN

EGRESS - TRAVEL PATH

EGRESS - COMMON PATH

LIFE SAFETY LEGEND

EXIT SIGN

AREA NOT IN CONTRACT

DEAD END CORRIDOR

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR

FACP

FAA

LOC LOCAL OPERATING CONSOLE

NEW NETWORKED COMBINATION FIRE

ALARM / MASS NOTIFICATION

CONTROL UNIT

ACU AUTONOMOUS CONTROL UNIT

FACU

ATFP HVAC SHUTDOWN SWITCH

F MANUAL PULL STATION

D R

A W

N B

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D B

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I S

PROJECT DESCRIPTION

RENOVATION OF THE NORTH END OF BUILDING 1001. INFORMATION PROVIDED PERTAINS ONLY TO THE AREA OF WORK FOR THIS PROJECT, UNLESS NOTED OTHERWISE. AREAS OUTSIDE THE AREA OF WORK WERE NOT EVALUATED AND ARE NOT IN SCOPE FOR THIS PROJECT. TOTAL BUILDING AREA IS 19502 SQFT. AND THE SIZE OF THE AREA OF WORK IS 8233 SQFT. TOTAL BUILDING AREA IS

EXISTING AND WILL NOT BE MODIFIED AS PART OF THIS PROJECT.

FIRE SERVICE BASE FIRE DEPARTMENT

AUTHORITY HAVING JURISDICTION BASE FIRE CHIEF

BUILDING OWNER OKLAHOMA AIR NATIONAL GUARD

PROJECT LOCATION WILL ROGERS AIR NATIONAL GUARD BASE, OKLAHOMA

PROJECT NAME BUILDING 1001 306TH OPS FACILITY

GENERAL PROJECT INFORMATION

NFPA 720: STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE DETECTION AND WARNING EQUIPMENT 2015 EDITION

NFPA 101: LIFE SAFETY CODE 2015 EDITION

NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS 2015 EDITION

NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE 2016 EDITION

NFPA 70: NATIONAL ELECTRICAL CODE 2017 EDITION

NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITION

INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION

ANGETL 15-01-03: FIRE PROTECTION DESIGN GUIDANCE 1 MAY 2015

ICD/ICS 705 TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES 28 SEPTEMBER 2017

UNIFIED FACILITIES CRITERIA (UFC) 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS CHANGE 1, 1 JANUARY 2010

UNIFIED FACILITIES CRITERIA (UFC) 4-010-05: SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING, DESIGN, AND CONSTRUCTION CHANGE 1, 1 OCTOBER 2013

UNIFIED FACILITIES CRITERIA (UFC) 4-010-01: DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS CHANGE 1, 1 OCTOBER 2013

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01: FIRE PROTECTION ENGINEERING FOR FACILITIES CHANGE 1, 28 NOVEMBER 2016

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01: GENERAL BUILDING REQUIREMENTS 20 JUNE 2016

NAME EDITION

FIRE PROTECTION AND LIFE SAFETY GOVERNING DOCUMENTS

IIB >30 B

CONSTRUCTION TYPE EXTERIOR SEPARATION (FT) SEISMIC DESIGN CATEGORY

GENERAL BUILDING INFORMATION

TOTAL AREA (SQFT) 8232

STORAGE GROUP S-2 (SECTION 311) STORAGE (CH 6) 1532

ALLOWABLE AREA AND HEIGHT BASED ON

MOST RESTRICTIVE OCCUPANCY. (A-3)

BUSINESS B (SECTION 304) NEW BUSINESS (CH 6) 5870

ALLOWABLE AREA AND HEIGHT BASED ON

MOST RESTRICTIVE OCCUPANCY. (A-3)

ASSEMBLY A-3 (SECTION 303) NEW ASSEMBLY (CH 6) 830

MOST RESTRICTIVE OCCUPANCY. BUILDING

AREA IS EXISTING AND WILL NOT BE

MODIFIED AS PART OF THIS PROJECT.

IBC CLASSIFICATION NFPA 101 CLASSIFICATION FLOOR AREA (SQFT) NOTES

OCCUPANCY CLASSIFICATIONS AND ACTUAL AREAS PER FLOOR

S-2 YES 104000

B YES 92000

A-3

IIB

YES

NOT USED

38000

19502

OCCUPANCY CONSTRUCTION TYPE

SPRINKLERED

THROUGHOUT?

FRONTAGE INCREASE (SQFT) TOTAL ALLOW. AREA (SQFT)

EXISTING BUILDING

AREA(SQFT)

MAXIMUM ALLOWABLE AREA PER FLOOR (IBC, SECTION 506)

EXIT SIGNS UFC 3-600-01 AND NFPA 101

EXIT SIGNS WILL BE PROVIDED THROUGHOUT AS REQUIRED BY

UFC 3-600-01 AND NFPA 101.

EMERGENCY LIGHTING UFC 3-600-01 AND NFPA 101

EMERGENCY LIGHTING WILL BE PROVIDED THROUGHOUT AS

REQUIRED BY UFC 3-600-01 AND NFPA 101.

PORTABLE FIRE EXTINGUISHERS UFC 3-600-01 AND NFPA 10

PORTABLE FIRE EXTINGUISHERS WILL NOT BE REQUIRED OR

PROVIDED PER UFC 3-600-01, SECTION 9-17.1.

FIRE ALARM AND MASS NOTIFICATION SYSTEM UFC 3-600-01 AND NFPA 72

THE EXISTING FIRE ALARM AND MASS NOTIFICATION SYSTEM

WILL BE MODIFIED AS REQUIRED BY UFC 3-600-01 AND NFPA 72.

AUTOMATIC WET PIPE SPRINKLER SYSTEM UFC 3-600-01 AND NFPA 13

THE EXISTING WET PIPE SPRINKLER SYSTEM WILL BE MODIFIED

AS REQUIRED BY UFC 3-600-01 AND NFPA 13.

SYSTEMS OR EQUIPMENT SOURCE PROVIDED

REQUIRED FIRE PROTECTION SYSTEMS

S-2 IIB YES 75 4

ALLOWED HEIGHT BASED ON MOST RESTRICTIVE

OCCUPANCY. (A-3)

B IIB YES 75 4

ALLOWED HEIGHT BASED ON MOST RESTRICTIVE

OCCUPANCY. (A-3)

A-3 IIB YES 75 3

28 1

MOST RESTRICTIVE OCCUPANCY. BUILDING

HEIGHT IS EXISTING AND WILL NOT BE MODIFIED

AS PART OF THIS PROJECT.

OCCUPANCY CONSTRUCTION

SPRINKLER SYSTEM

THROUGHOUT?

ALLOWED

HEIGHT (FT)

ALLOWED HEIGHT

(STORIES)

PROVIDED

HEIGHT (FT)

PROVIDED HEIGHT

(STORIES)

NOTES

MAXIMUM ALLOWABLE HEIGHT (IBC, SECTION 504)

TOTAL OCCUPANT LOAD 174

STORAGE IN NON-STORAGE OCCUPANCY 500 GROSS 437 1

MECHANICAL, ELECTRICAL OR OTHER BUILDING

EQUIPMENT SPACES

500 GROSS 881 2

LOCKER ROOMS 50 GROSS OR MAXIMUM ANTICIPATED NUMBER 167 12

IT ROOMS 300 GROSS 203 1

CONFERENCE ROOMS WITH TABLES AND CHAIRS 15 NET 221 15

BUSINESS 100 GROSS 2460 25

BUSINESS, CONCENTRATED USE 50 GROSS 3060 62

ASSEMBLY, LESS CONCENTRATED USE, W/O FIXED

SEATING

15 NET 830 56

OCCUPANCY USE OCCUPANT LOAD FACTOR (SQFT/OCCUPANT) OCCUPANCY USE AREA SIZE (SQFT) OCCUPANTS

OCCUPANT LOAD CALCULATIONS (UFC 3-600-01, TABLE 10-1 AND NFPA 101, TABLE 7.3.1.2)

2 (SECTION 7.4.1) 3

BUILDING REQUIRED NUMBER OF EXITS PROVIDED

CORRIDORS (SECTION 38.3.2.3) 44 60

DOORS (SECTION 7.2.1.2.3.2) 32 32

COMPONENT COMPONENT MINIMUM WIDTH (IN) MINIMUM PROVIDED (IN)

LEVEL COMPONENTS AND RAMPS 0.2 IN PER OCCUPANT 174 35 102

STAIRS 0.3 IN PER OCCUPANT N/A N/A N/A

CALCULATED PER OCCUPANT LOAD OCCUPANT LOAD REQUIRED TOTAL WIDTH (IN) PROVIDED TOTAL WIDTH (IN)

EXITS AND EXIT WIDTH (NFPA 101, CHAPTER 7)

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0

NONBEARING INTERIOR WALLS AND PARTITIONS 0

NONBEARING EXTERIOR WALLS AND PARTITIONS 0

BEARING INTERIOR WALLS 0

BEARING EXTERIOR WALLS 0

PRIMARY STRUCTURAL FRAME 0

BUILDING ELEMENT FIRE RESISTANCE REQUIREMENTS (HOURS)

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC, TABLE 601)

STORAGE (42.3.3) N/A CLASS B CLASS C CLASS II

NEW BUSINESS (38.3.3) N/A CLASS B CLASS C CLASS II

NEW ASSEMBLY (12.3.3) N/A CLASS B CLASS C CLASS II

OCCUPANCY

INTERIOR EXIT STAIRWAYS, RAMPS,

AND EXIT PASSAGEWAYS

CORRIDORS AND ENCLOSURES FOR

EXIT ACCESS STAIRS AND RAMPS

ROOMS AND ENCLOSED SPACES FLOORS

INTERIOR FINISH CLASSIFICATIONS (NFPA 101, CHAPTER 10)

X > 30 ALL 0 0 0

OTHERS 1 1 1

IIB, VB 1 0 010 < X < 30

IA, IB 2 1 1

OTHERS 2 1 1

5 < X < 10

IA 3 2 1

X < 5 ALL 3 2 1

FIRE SEPARATION DISTANCE = X (FEET) CONSTRUCTION TYPE OCCUPANCY GROUP H OCCUPANCY GROUP F-1, M, S-1 OCCUPANCY GROUP A, B, E, F-2, I, R, S-2, U

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (IBC, TABLE 602)

B 55 100

A 97 100

PATH DISTANCE (FT) ALLOWABLE DISTANCE (FT)

LIFE SAFETY - EGRESS - COMMON PATH (NFPA 101 TABLE A.7.6)

B 143 400

A 147 300

PATH DISTANCE (FT) ALLOWABLE DISTANCE (FT)

LIFE SAFETY - EGRESS - TRAVEL DISTANCE (NFPA 101 TABLE A.7.6)

C 14 50

PATH DISTANCE (FT) ALLOWABLE DISTANCE (FT)

LIFE SAFETY - EGRESS - DEAD END (NFPA 101, TABLE A.7.6)

P I H

REF.

PI/6HPI/6H

PI/6H

F A

WP 2 W

WP2 W

TRAINING RM

846 SF

EQUIP. REPAIR

450 SF

EQUIP. STOR.

220 SF

LAB 1

396 SF

LAB 2

396 SF

BREAK RM

270 SF

RR CORRIDOR

115 SF

JAN.

26 SF

MEN

201 SF

WOMEN

198 SF

VESTIBULE

180 SF

ADMIN

325 SF

CORRIDOR

861 SF

CC OFF.

132 SF

MECH. RM

403 SF

TSO LOCKERS

167 SF

ADV. TRAINING

243 SF

DO OFFICE

125 SF

CONF. ROOM

221 SF

SERVER

203 SF

STORAGE

217 SF

CORRIDOR

861 SF

OPERATIONS

OPEN OFFICE

1427 SF

SUP. OFF.

136 SF

AREA NOT IN CONTRACT.

A C

F A

C P

A C

EXISTING FACP AND ACU

L O

D R

A W

N B

D E

N E

D B

D A

T E

P R

C T

N O

Y Z

E U

-B

E D

-D O

W N

T H

A C

C T

S C

H O

O L

H O

U S

E O

H O

M A

N A

L G

U A

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B 55 100

A 97 100

PATH DISTANCE (FT) ALLOWABLE DISTANCE (FT)

LIFE SAFETY - EGRESS - COMMON PATH (NFPA 101 TABLE A.7.6)

B 143 400

A 147 300

PATH DISTANCE (FT) ALLOWABLE DISTANCE (FT)

LIFE SAFETY - EGRESS - TRAVEL DISTANCE (NFPA 101 TABLE A.7.6)

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

LIFE SAFETY PLAN

PLAN NORTH

8' 4' 0 8'

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

C 14 50

PATH DISTANCE (FT) ALLOWABLE DISTANCE (FT)

LIFE SAFETY - EGRESS - DEAD END (NFPA 101, TABLE A.7.6)

LEGEND

FIRE HYDRANT

NEW

FIRE DEPT. CONNECTION

WATER VALVE

POST INDICATOR VALVE

WATER METER

GAS VALVE

GAS METER

SANITARY SEWER MANHOLE

CLEANOUT

STORM SEWER MANHOLE

CATCH BASIN/AREA INLET

CURB INLET

PIPE END SECTION

LIFT STATION

DIRECTION OF FLOW

FLOW FLOW

INDUSTRIAL WASTE MANHOLE

INDUSTRIAL WASTE METER

SIGN

HANDICAP SYMBOLS

WHEELSTOP

BOLLARD/GUARD POST

FIRE PROTECTION LINE

DOMESTIC WATER LINE

NATURAL GAS LINE

SANITARY SEWER LINE

FORCEMAIN

STORM SEWER LINE

ROOF DRAIN

INDUSTRIAL WASTE LINE

INW

IRRIGATION LINE

PROPERTY LINE

LIMITS OF CONSTRUCTION

SILT FENCE

CONTOUR

FLOW LINE

FENCE

X X X

BUILDING SET BACK LINE

RAILROAD TRACKS

LEGEND

NEW

RIGHT OF WAY / EASEMENT

FLAG POLE

FENCELINE1

FENCELINE2

GUARDRAIL

HEADWALL

TREE LINE

DOMESTIC WATER LINE

W x

REMOVE / DEMO

NOTE: ITEMS TO BE DEMOLISHED/REMOVED WILL BE BOLD AND

HATCHED: EXAMPLES BELOW

C-50_

REF. DETAIL NUMBER

REF. SHEET NUMBER OF DETAIL

DETAIL REFERENCE

REF. SECTION NUMBER

REF. SHEET NUMBER OF SECTION

SECTION REFERENCES

AI AREA INLET

BOC BACK OF CURB

CB CATCH BASIN

CI CURB INLET

C COMMUNICATIONS

CMH COMM. MANHOLE

C.O. CLEAN OUT

CP CULVERT PIPE

CU UNDERGROUND COMMUNICATIONS

CWS CHILLED WATER SUPPLY

CWR CHILLED WATER RETURN

CY CUBIC YARD

E ELECTRIC LINE

EMH ELECTRIC MANHOLE

F FIRE LINE

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FL FLOW LINE

FM FORCE MAIN

FOC FACE OF CURB

FO FIBER OPTIC

G GAS LINE

GR GAS REGULATOR

GM GAS METER

GV GAS VALVE

HDPE HIGH DENSITY POLYETHYLENE

HH HAND HOLE

HW HEADWALL

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

HAG HORIZONTAL AT GRADE

HUG HORIZONTAL UNDERGROUND

HYD HYDRANT

JBOX JUNCTION BOX

INV INVERT

I.P. IRON PIN

IW INDUSTRIAL WASTE

IRR IRRIGATION LINE

LF LINEAR FEET

LP LIGHT POLE

L.S. LIFT STATION

MH MANHOLE

M.W. MONITORING WELL

OHE OVERHEAD ELECTRIC

RCP REINFORCED CONCRETE PIPE

PB PULL BOX

PE POLYETHYLENE

PED PEDESTAL/RISER

P.I.V. POST INDICATOR VALVE

PP POWER POLE

PSI POUND PER SQUARE INCH

PVC POLYVINYL CHLORIDE PIPE

SD STORM DRAIN

SF SILT FENCE

SF SQUARE FEET

SS SANITARY SEWER

TC TOP OF CURB

TELE TELEPHONE LINE

TMH TELEPHONE MANHOLE

TR TELEPHONE RISER

UE UNDERGROUND ELECTRIC

VAG VERTICAL AT GRADE

W WATER LINE

WMH WATER MANHOLE

WM WATER METER

WV WATER VALVE

ABBREVIATIONS

TC (TOP OF CURB)

G (GUTTER)

SPOT ELEVATION

EXISTING (LEGEND FROM SURVYOR)

ASPHALT PAVING

HEAVY DUTY

CONCRETE PAVING

REINFORCED

CONCRETE PAVING

CONCRETE

SIDEWALK

GRAVEL PAVING

RIP-RAP

HEAVY DUTY

ASPHALT PAVING

INLAID TRUNCATED DOMES

HATCH PATTERNS LEGEND

SOD / GRASS

ASPHALT PAVING

SANITARY SEWER

STORM WATER

TELEPHONE

FIRE HYDRANT

GUARD POST

GAS VALVE

POWER POLE

VENT PIPE

WATER METER

WATER VALVE

STORM GRATE

GATE

HANDICAPPED SIGN

SIGN

BENCHMARK ELEVATION

TREE

HANDICAPPED SPACE

LIGHT POLE

SPRINLKER VALVE

PULL BOX

E x

W x

G x

PROPERTY LINE

SECTION LINE

PROPERTY RIGHT OF WAY

FENCE

WATER LINE

NATURAL GAS LINE

STORM SEWER

SANITARY SEWER

OVERHEAD ELECTRIC

HEADWALL

D R

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P r o j e c t s

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B l d g t h p s

F a c i l i t y

B I M

A D

C i v i l S h e e t

F i l e s l a n s C

E G

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C-001

C I V

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R I S

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R x

C x

E x

E x E x

E x

S D x

S D

4" INV. IN 5.6' BELOW RIM

D x

C x

ELEC. MH

OG&E CABINET

BUILDING 1001

M O

B I L

I T

R I V

S S x

REMOVE EXIST.

ASPHALT PVMT

REMOVE EXIST.

CONC. SIDEWALK

REMOVE EXIST.

CURB & GUTTER

REMOVE EXIST.

CONC. PVMT

D R

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P r o j e c t s

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B I M

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C i v i l S h e e t

F i l e s l a n s C

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DEMOLITION PLAN

O R

R I S

O R

R I S

SCALE OF FEET

40200

C-100

D E

M O

L I T

I O

L A

SITE NOTES:

1. DIMENSIONS ARE FROM BACK OF CURB, CENTER OF TRENCH, FACE OF BUILDING OR

OUTSIDE FACE OF SCREEN WALL, UNLESS OTHERWISE NOTED.

2. SEE C-110 FOR DEMOLITION DIMENSIONS.

C x

E x

E x E x

E x

S D x

S D

4" INV. IN 5.6' BELOW RIM

D x

C x

ELEC. MH

OG&E CABINET

BUILDING 1001

M O

B I L

I T

R I V

S S x

C x

E x

E x E x

E x

S D x

S D

4" INV. IN 5.6' BELOW RIM

D x

C x

ELEC. MH

OG&E CABINET

BUILDING 1001

M O

B I L

I T

R I V

S S x

G G

20.9' 21.33'

REFERENCE M/E/P

FOR PIPING ENTRY

INTO BLDG.

56.2'±

C-500

NEW CHILLER PIPING

& ASPHALT CUT REPAIR

T R

E N

C H

W I D

T H

STORM SEWER LOCATION UNKNOWN

VERIFY LOCATION PRIOR TO CONSTRUCTION

NEW CHILLER

REF. M/E/P

MATCH ADJACENT

CONCRETE THICKNESS

(6" MINIMUM)

CHILLER PAD W/ SCREEN WALL

REF. STRUCTURAL PLANS

GAS LINE

RE: PLUMBING PLANS

REF. ELECTRICAL PLANS

D R

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P R

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M Q

P r o j e c t s

K A

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F a c i l i t y

B I M

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C i v i l S h e e t

F i l e s l a n s C

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C A

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C R

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T I O

N D

A T

E B

J A

N U

A R

SITE PLAN

SCALE OF FEET

40200

C-110

S I T

L A

SITE NOTES:

1. DIMENSIONS ARE FROM BACK OF CURB, CENTER OF TRENCH, FACE OF BUILDING

OR OUTSIDE FACE OF SCREEN WALL, UNLESS OTHERWISE NOTED.

2. VERIFY PIPE ALIGNMENT PRIOR TO CONSTRUCTION. DIMENSIONS ON PIPE

ALIGNMENT ARE APPROXIMATE.

3. TYPICAL SIDEWALK, PROVIDE CONTROL JOINTS AT 5 FT. ON CENTER AND

EXPANSION JOINTS AT 25 FT. ON CENTER, REFER TO DETAILS ON C-500.

O R

R I S

O R

1' - 0"

TRENCH WIDTH

(3'-0" MIN.)

1' - 0"

2" A.C.

E X

I S

S P

A V

E M

E N

H I C

K N

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A R

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ASPHALT CUT/REPAIR DETAIL

(LOOKING EAST)

#4 BARS @ 18" C/C

6" THICK

P.C. CONCRETE

#6 BARS @

12" C/C (SPAN)

SAND

BACKFILL

PVC PIPE

SAND ENCASEMENT

TACK COAT ALL

SURFACES IN CONTACT

w/ NEW A.C.

BACKER ROD

JOINT SEALER

FOR ALL PAVEMENT BESIDES SIDEWALK

JOINT

FILLER

SURFACE

PAVEMENT

BACKER ROD

FOR ALL PAVEMENT BESIDES SIDEWALK

JOINT SEALER

SURFACE

PAVEMENT

EXPANSION JOINT

AND SEALANT DETAIL

CONTRACTION JOINT

AND SEALANT DETAIL

2 1/2" CHILLER

PIPING (CENTER

PIPES IN TRENCH)

I N

6" MIN.

(TYP.)

ELECTRICAL

CONDUIT

D R

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D E

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D A

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P r o j e c t s

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ABBREVIATIONS

SYMBOL

# NUMBER

( )" INCH OR INCHES

( )' FOOT OR FEET

( )˚ DEGREE

= EQUAL

C( ) CHANNEL

CL CENTERLINE

HSS( ) HOLLOW STRUCTURAL SECTION

K( ) OPEN WEB STEEL JOIST

L( ) ANGLE

LL( ) DOUBLE ANGLE

MC( ) MISCELLANEOUS CHANNEL

S( ) AMERICAN STANDARD SHAPE

W( ) WIDE FLANGE

WT( ) STRUCTURAL TEE

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT OR ARCHITECTURAL(S)

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM/FORCE PROTECTION

B/ BOTTOM OF

BF BOTH FACES

BLDG BUILDING

BM BEAM

BOT BOTTOM

BP BASE PLATE OR BEARING PLATE

BRG BEARING

BS BOTH SIDES

BT BENT

BTR BETTER

BTWN BETWEEN

C-C CENTER TO CENTER

CF CUBIC FOOT OR CUBIC FEET

CFS COLD FORMED STEEL

CHAM CHAMFER

CIP CAST IN PLATE

CJ CONTROL JOINT/CONSTRUCTION JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

D d DISTANCE

DB DECK BEARING

db BAR DIAMETER

DBE DECK BEARING ELEVATION

DBL DOUBLE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

ENGR ENGINEER

EOR ENGINEER OF RECORD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

ETC ET CETERA

EW EACH WAY

EXC EXCAVATE OR EXCAVATION

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISHED

FL FLOOR

FS FAR SIDE

FT FOOT OR FEET

FTG FOOTING

Fy STEEL YIELD STRENGTH

GA GAGE OR GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GR GRADE

GSN GENERAL STRUCTURAL NOTES

H Hef EFFECTIVE EMBEDMENT

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

I.E. IN OTHER WORDS

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE(D)(ING), INCLUSIVE

INFO INFORMATION

INT INTERIOR

ISO JT ISOLATION JOINT

JB JOIST BEARING

JST JOIST

JT JOINT

K KIP(S)

KB KNEE BRACE

KCF KIPS PER CUBIC FOOT

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LENGTH

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUTSTANDING

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

ℓd DEVELOPMENT LENGTH

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL(S)

MEP MECHANICAL, ELECTRICAL, AND PLUMBING

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MASONRY PIER

N NORTH

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OHNG OVERHANG

OPNG OPENING

OPP (HAND) OPPOSITE HAND

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PEN PENETRATION

PERM PERMANENT

PL PLATE

PLF POUNDS PER LINEAR FOOT

PROJ PROJECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVMT PAVEMENT

QTY QUANTITY

RAD RADIUS OR RADII

RE: REFER TO

REF REFERENCE

REINF REINFORCEMENT/REINFORCING

REQD REQUIRED

REV REVISION OR REVISE

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SLAB CONTROL JOINT

SL SLOPE(D) OR SLOPING

SLO SHORT LEG OUTSTANDING

SLV SLEEVE

SOG SLAB-ON-GRADE

SP SPACE(S)

SPA SPACES OR SPACING

SPEC SPECIFICATIONS

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T THICKNESS

T&B TOP AND BOTTOM

T&S TEMPERATURE AND SHRINKAGE

T/ TOP OF

TEMP TEMPORARY

THD THREAD(ED)

THK THICKNESS

THRU THROUGH

TMS THE MASONRY SOCIETY

TRANS TRANSVERSE

TSF TONS PER SQUARE FOOT

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

1. GOVERNING BUILDING CODES

A. IBC 2015 INTERNATIONAL BUILDING CODE

B. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

C. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS

D. UFC 3-310-01 STRUCTURAL LOAD DATA

E. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS

F. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

2. WIND DESIGN CRITERIA

A. ULTIMATE WIND SPEED (Vult) 115 MPH B. NOMINAL DESIGN WIND SPEED (Vasd) 89 MPH

C. EXPOSURE CATEGORY C

D. INTERNAL PRESSURE COEFFICIENT +/- 0.18

3. SEISMIC DESIGN CATEGORY

A. RISK CATEGORY II

B. SEISMIC IMPORTANCE FACTOR (le) 1.0

C. SITE CLASS D

D. SEISMIC DESIGN CATEGORY B

E. SHORT PERIOD SPECTRAL ACCELERATION (Ss) 0.278

F. ONE SECOND SPECTRAL ACCELERATION (S1) 0.079

G. SHORT PERIOD RESPONSE ACCELERATION (Sds) 0.292 H. ONE SECOND RESPONSE ACCELERATION (Sd1) 0.126 I. SEISMIC RESPONSE COEFFICIENT (Cs) 0.195

J. SEISMIC RESISTING SYSTEM ORDINARY PLAIN MASONRY SHEAR WALLS

K. RESPONSE MODIFICATION FACTOR (R) 1.5

L. OVERSTRENGTH FACTOR (Ω0) 2.5

M. DEFLECTION AMPLIFICATION FACTOR (Cd) 1.25

N. ANALYSIS METHOD EQUIVALENT LATERAL FORCE PROCEDURE

4. DEAD LOADS

A. NEW CEILING FRAMING 10 PSF

5. LIVE LOADS

A. ROOF 20 PSF

B. NEW CEILING FRAMING 1,500 LB CONCENTRATED LOAD ASSUMED TO ACT

ANYWHERE FOR FIRE SUPPRESSION SUPPORTS

6. SNOW LOADS

A. GROUND SNOW LOAD (Pg) 10 PSF B. FLAT ROOF SNOW LOAD (Pf) 7 PSF C. SLOPED ROOF SNOW LOAD (Ps) 7 PSF D. SNOW IMPORTANCE FACTOR (Is) 1.0 E. SNOW EXPOSURE FACTOR (Ce) 1.0 F. SNOW THERMAL FACTOR (Ct) 1.0

G. ADDITIONAL SNOW DRIFT AS PER APPLICABLE BUILDING CODE(S).

7. ASSUMED FOUNDATION DESIGN CRITERIA

A. NET ALLOWABLE SOIL BEARING PRESSURE FOR SPREAD FOOTINGS 1500 PSF

B. MINIMUM BEARING DEPTH 24 INCHES

DESIGN CRITERIA

1. GEOTECHNICAL REPORT: FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE MINIMUM SPECIFIED BEARING

VALUES FOR CLAY SOILS PER CHAPTER 17 OF THE IBC.

2. SITE SUB-GRADE PREPARATION:

A. STRIPPING: SITE PREPARATION FOR THE SCREEN WALL FOUNDATIONS SHALL INCLUDE REMOVING ANY SOFT OR UNSUITABLE MATERIALS ENCOUNTERED DURING CONSTRUCTION. VEGETATION ROOTS, PAVEMENT, UTILITIES GRAVEL, FOOTINGS, SLABS, AND ANY TOPSOIL WILL REQUIRE REMOVAL DURING INITIAL SITE STRIPPING. REMOVAL DEPTHS SHALL

BE DETERMINED BY A GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE.

B. SCARIFICATION: AFTER STRIPPING, EXCAVATING AND PROOF-ROLLING, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND THEN ADJUSTED TO WITHIN 2% POINTS OF ITS OPTIMUM VALUE PRIOR TO BEING COMPACTED TO AT LEAST 95 PERCENt OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST METHOD (ASTM D698).

C. SITE DRAINAGE: THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE AREAS OF EXCAVATION DURING CONSTRUCTION TO PREVENT PONDING UNDER FUTURE SLABS AND FOOTINGS. THE CONTRACTOR SHALL PROVIDE POSITIVE CUTOFF IN UTILITY TRENCHES AS REQUIRED PREVENTING WATER MIGRATION INTO THE AREAS OF EXCAVATION

AND FUTURE FLOOR SLABS AND FOOTINGS.

D. MAINTENANCE OF SOIL MOISTURE: SOIL MOISTURE SHALL BE MAINTAINED UP UNTIL CONCRETE PLACEMENT TO PREVENT

SHRINKAGE AND SUBSEQUENT POST-CONSTRUCTION SWELL OF SUBGRADE SOILS.

3. SCREEN WALL FOUNDATIONS

A. SHALLOW FOUNDATIONS:

a. CONTINUOUS FOOTINGS: REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND/OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND/OR CORNER BARS. STAGGER FOOTING CONSTRUCTION

JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET.

B. TRENCHED FOOTINGS: EARTH-FORMED TRENCHED FOOTINGS ARE PERMITTED, EXCEPT WHERE BRICK LEDGES OR EXPOSED SURFACES REQUIRE FORMING AND/OR WHERE SOIL SIDE WALLS SLOUGH INTO THE TRENCH. EARTH-FORMED TRENCHES SHALL BE A MINIMUM OF 2" WIDER THAT THE FORMED DIMENSIONS SHOWN IN ALL SECTIONS AND DETAILS.

C. PIPE PENTRATIONS: PENETRATIONS THROUGH FOUNDATIONS SHALL BE AVOIDED WHENEVER POSSIBLE. IF PENERATION MUST OCCUR NEAR THE BOTTOM OF FOUNDATION MEMBER, REFER TYPICAL DETAILS FOR STANDARD DETAIL TO TRANSITION AND THICKEN FOUNDATION MEMBER TO ACCOMMODATE PENETRATION. OTHERWISE, MODIFY THE FOOTINGS AS DETAILED OR STEP THE FOOTING DOWN BELOW THE CONFLICT AND EXTEND THE SUPPORTED CONCRETE WALL, PIER, COLUMN, ETC. TO THE FOOTING AS REQUIRED.

4. SLAB-ON-GRADE CONSTRUCTION:

A. SLAB THICKNESS AND REINFORCING: SLABS-ON-GRADE SHALL BE AS INDICATED ON DRAWINGS. REINFORCING BARS SHALL BE PLACED AS INDICATED IN THE CONCRETE COVER SCHEDULE USING CHAIRS OR SLAB BOLSTERS COMPLYING

WITH CRSI'S "MANUAL OF STANDARD PRACTICE".

B. AGGREGATE BASE COURSE: A 6-INCH THICK, FREE-DRAINING AGGREGATE BASE COURSE SHALL BE PLACED BENEATH THE FLOOR SLAB TO ENHANCE DRAINAGE AND PROVIDE INCREASED SUBGRADE STRENGTH. AT THE TIME OF THE SLAB PLACEMENT, THE GRANULAR BASE SHALL BE MOIST, BUT FREE OF ANY STANDING OR SELF-DRAINING WATER. THE

AGGREGATE BASE COURSE MATERIAL SHALL MEET THE FOLLOWING CRITERIA:

C. VAPOR RETARDER: AN ASTM E1745 CLASS A VAPOR RETARDER SHALL BE PLACED IMMEDIATELY BELOW THE CONCRETE SLAB. VAPOR RETARDER SHALL BE SEALED TO PREVIOUSLY PLACED CONCRETE AS RECOMMEND BY VAPOR RETARDER MANUFACTURER. BEFORE PLACING CONCRETE, PATCH AND SEAL ANY RIPS, TEARS, OR HOLES IN VAPOR RETARDER

INCURRED DURING CONSTRUCTION.

D. CURING OF SLAB: CONCRETE SLABS SHALL BE CURED BY METHOD COMPATIBLE WITH SPECIFIED FLOOR FINISH. WHERE ACCEPTABLE USE A LIQUID MEMBRANE-CURING COMPOUND AT THE MANUFACTURER'S RECOMMEND COVERAGE.

E. SEE ARCHITECTURAL AND/OR CIVIL FOR EXTERIOR SLABS-ON-GRADE, TYPICAL UNLESS NOTED OTHERWISE.

5. MISCELLANEOUS:

A. DRAINAGE CONSIDERATIONS: DUE TO ADVERSE EFFECT ON STRUCTURES, WATER SHALL NOT BE ALLOWED TO COLLECT IN THE FOUNDATION EXCAVATION OR ON PREPARED SUBGRADE OF THE CONSTRUCTION AREA EITHER DURING OR AFTER CONSTRUCTION. UNDERCUT OR EXCAVATED AREAS SHALL BE SLOPED TOWARD ONE CORNER TO FACILITATE REMOVAL OF ANY COLLECTED RAINWATER, OR POSITIVE RUNOFF SHALL BE PROVIDED. THE CONTRACTOR SHALL EXERCISE CARE IN CREATING DRAINAGE PATHS FOR WATER DURING THE CONSTRUCTION PHASE OF THE PROJECT. TO REDUCE INFILTRATION OF SURFACE WATER AROUND THE PERIMETER OF THE BUILDING AND BENEATH THE FLOOR SLABS, POSITIVE DRAINAGE SHALL BE PROVIDED DURING ALL PHASES OF CONSTRUCTION.

B. EXCAVATION AND TEMPORARY SLOPES: THE CONTRACTOR, DESIGNATED AS "RESPONSIBLE PERSON" IN OSHA CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, IS SOLELY RESPONSIBLE FOR PLANNING AND IMPLEMENTING ALL SAFETY PROCEDURES. ALL EXCAVATION HEIGHT, SLOPE, AND DEPTH MUST ADHERE TO ALL SPECIFICATIONS OUTLINED IN LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS. GUERNSEY DOES NOT ASSUME ANY RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY OR ANY PARTY'S, INCLUDING THE CONTRACTOR'S, COMPLIANCE WITH THE APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS OR ANY OTHER APPLICABLE REGULATIONS.

C. TRENCH BACKFILL: ALL REQUIRED TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED IN LAYERS TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. SOME SETTLEMENT OF THE BACKFILL MAY BE EXPECTED AND ANY UTILITIES WITHIN THE TRENCHES SHALL BE CONSTRUCTED TO ALLOW THESE

DIFFERENTIAL MOVEMENTS.

FOUNDATION

1. THE CONSTRUCTION DOCUMENTS CONSIST OF THE DRAWINGS, PROJECT SPECIFICATIONS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, OTHER DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED VIA SUPPLEMENT

INSTRUCTION.

2. THE CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS AND/OR THESE GENERAL STRUCTURAL NOTES, THE MORE STRINGENT PROVISION SHALL CONTROL UNLESS DIRECTED OTHERWISE IN WRITING

BY THE STRUCTURAL ENGINEER.

3. THE STRUCTURAL GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS.

4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE NECESSARY PRECAUTIONS TO MAINTAIN AND

ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.

5. TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO ENSURE THE STRUCTURAL INTEGRITY/STABILITY OF EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC, DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

6. IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. SLEEVES OR BLOCK-OUTS REQUIRED FOR PASSAGE OF DUCTWORK, PIPING, DRAINS, CONDUIT, ETC, IN ADDITION TO ANCHORS AND HANGERS REQUIRED FOR EQUIPMENT AND PIPING AND UNDER-SLAB UTILITIES ARE NOT SPECIFICALLY, NOR GENERALLY, INDICATED ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS PRIOR TO FABRICATION OR ERECTION OF THE STRUCTURE. PENETRATIONS OF STRUCTURAL MEMBERS ARE SUBJECT TO

APPROVAL BY THE ENGINEER.

8. DIMENSIONS AND INSTALLATION DETAILS OF PURCHASED EQUIPMENT MUST BE VERIFIED AND COORDINATED WITH THE SUPPORTING STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS FROM SUBCONTRACTORS AND EQUIPMENT SUPPLIERS ALONG WITH COORDINATING THE LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO FABRICATION OR ERECTION OF THE SUPPORTING STRUCTURE. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY THE EQUIPMENT INSTALLER. ANY CONFLICTS BETWEEN THESE ITEMS AND THE BUILDING STRUCTURE IS TO BE BROUGHT TO THE

ATTENTION OF THE ENGINEER FOR RESOLUTION.

9. THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL FEATURES, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO GOVERN THE STRUCTURAL WORK. THE CONTRACTOR IS TO REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS NOT PROVIDED. DIMENSIONAL CONFLICTS IN THE DOCUMENTS

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

10. WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT

CORRESPONDING LOCATIONS, IS TO BE REPEATED.

11. EXISTING BUILDING INFORMATION SHOWN IS BASED UPON EXISTING BUILDING DOCUMENTS AND/OR FROM FIELD OBSERVATION.

THE INFORMATION CONTAINED HEREIN MAY REQUIRE ADJUSTMENTS AND/OR MODIFICATIONS TO CONFORM TO EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, ELEVATIONS, ETC) AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION OF ANY STRUCTURAL

COMPONENT.

12. DETAILS DESIGNATED AS “TYPICAL DETAILS,” APPLY GENERALLY TO THE DRAWINGS IN AREAS WHERE CONDITIONS ARE SIMILAR

TO THOSE DESCRIBED IN THE DETAILS.

13. SHOP DRAWINGS:

A. SHOP DRAWINGS FOR ALL MATERIALS ARE TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO THE START OF

FABRICATION OR COMMENCEMENT OF WORK PER THE PROJECT SPECIFICATIONS.

B. SHOP DRAWINGS MUST BE CHECKED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMISSION. THE CONTRACTOR’S STAMP OF APPROVAL WILL CONSTITUTE CERTIFICATION THAT HE HAS VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.

C. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS, PREPARED BY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR. REPRODUCTION OF STRUCTURAL CONSTRUCTION DOCUMENTS AS ERECTION PLANS OR DETAILS WILL NOT

BE PERMITTED AND WILL BE REJECTED WITHOUT REVIEW.

D. CHANGES TO SHOP DRAWINGS THAT ARE RE-SUBMITTED MUST BE CLOUDED OR SOMEHOW INDICATE THAT A CHANGE HAS

BEEN MADE TO PREVIOUSLY ISSUED AND REVIEWED DRAWING.

E. THE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH WRITTEN NOTICE OF DEVIATIONS OF ANY TYPE FROM THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE NOTICE MUST BE RECEIVED PRIOR TO SHOP DRAWING SUBMITTAL. THE CONTRACTOR REMAINS LIABLE FOR ANY DEVIATION UNLESS REVIEWED BY THE ENGINEER AND

ACKNOWLEDGED IN WRITING, PRIOR TO THE RECEIPT OF THE SHOP DRAWINGS.

14. THE GENERAL CONTRACTOR SHALL REPORT PROGRESS OF WORK TO ENGINEER OF RECORD.

GENERAL

15. THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE.

16. INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODES AND REFERENCED STANDARDS. ASTM, ASCE, IBC, UFC AND OTHER STANDARDS SHALL BE PER THE EDITIONS INDICATED IN THE IBC, OR AS AMENDED TO LATEST DATE IF NOT SO INDICATED.

17. COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH

THE ENGINEER OF RECORD.

18. NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR

DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW.

19. OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ENGINEER OF RECORD SHALL NOT BE CONSTRUED AS

INSPECTION OR APPROVAL OF CONSTRUCTION.

GENERAL

1. REINFORCED CONCRETE WORK IS TO BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS

OF:

A. ACI 301 (LATEST EDITION), "SPECIFICATIONS FOR STRUCTURAL CONCRETE".

B. ACI 318 (2014)), "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED BY THE IBC.

C. ACI 347 (LATEST EDITION), "GUIDE TO FORMWORK FOR CONCRETE".

2. MIXING, TRANSPORTING, PLACING AND TESTING OF CONCRETE IS TO BE DONE IN ACCORDANCE WITH ACI 301.

3. PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR MUST SUBMIT CONCRETE MIX DESIGNS FOR EACH TYPE OF CONCRETE TO BE USED, PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS TO THE ENGINEER FOR REVIEW.

4. CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) AS INDICATED ON THE

CONCRETE MATERIALS SCHEDULE ON DRAWING S-001.

5. THE SLUMP AT POINT OF PLACEMENT IS NOT TO EXCEED 4”+/-1” AND THE WATER/CEMENT RATIO IS NOT TO EXCEED

0.45. IF ADDITIONAL SLUMP (UP TO 8”) IS DESIRED FOR PUMPING, A SUPER-PLASTICIZER ADMIXTURE MAY BE ADDED.

6. CONCRETE EXPOSED TO WEATHER AND FREEZE/THAW SHALL HAVE AN AIR CONTENT FROM 5% TO 7% IN ACCORDANCE WITH ACI RECOMMENDATIONS. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260.

7. CONCRETE TO BE NORMAL WEIGHT CONCRETE (150 PCF) WITH CEMENT CONFORMING TO ASTM C150 TYPE I.

8. CONTINUOUS REINFORCING BARS TO BE TURNED AND LAPPED AT CORNERS AND INTERSECTIONS OF WALLS AND

FOOTINGS. HOOKED BARS TO HAVE STANDARD ACI HOOKS UNLESS NOTED OTHERWISE.

9. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT.

10. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE SLEEVES, INSERTS, MECHANICAL OPENINGS, CONDUITS, PIPES, RECESSES. DEPRESSIONS, CURBS AND OTHER EMBEDDED ITEMS TO BE PROVIDED AS SHOWN ON THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND AS REQUIRED BY EQUIPMENT MANUFACTURERS

ARE INSTALLED, COORDINATED, AND PROVIDED FOR.

A. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE.

11. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO

1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR.

REINFORCED CONCRETE

REINFORCING STEEL - CONCRETE

1. REINFORCING STEEL SHALL BE DEFORMED BARS AND SHALL CONFORM TO ASTM A615 GRADE 60, WITH A DESIGN

YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW.

A. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A706 GRADE 60, "LOW-ALLOY STEEL".

B. REINFORCING TO BE WELDED SHALL BE ASTM A706 GRADE 60, "LOW-ALLOY STEEL".

2. REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS

WHICH MIGHT AFFECT OR IMPAIR BOND.

3. BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE-BEND A PREVIOUSLY BENT BAR.

4. NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM

A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS.

5. CODES AND STANDARDS:

A. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE".

B. AMERICAN CONCRETE INSTITUTE, ACI 315 (OR SP-66) "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".

6. REINFORCING SHALL BE DETAILED, FABRICATED, BOLSTERED, AND SUPPORTED PER ACI 315.

7. SPLICES IN CONTINUOUS REINFORCING IN CONCRETE SHALL BE PER THE CONCRETE REINFORCING LAP SPLICE

SCHEDULE.

8. REINFORCING STEEL IN CONCRETE SHALL HAVE COVER PER THE CONCRETE COVER SCHEDULE.

9. REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS, STIRRUPS, OR CHAIRS SHALL BE PROVIDED BY THE CONTRACTOR TO

FURNISH SUPPORT FOR ALL BARS WHERE NECESSARY DURING CONSTRUCTION.

1. STRUCTURAL MEMBERS MUST BE PROVIDED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI) S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" (LATEST

EDITION).

2. STRUCTURAL MEMBERS TO BE FORMED FROM CORROSION RESISTANT STEEL CONFORMING TO ASTM A1003 WITH MINIMUM YIELD STRESS (Fy) AS REQUIRED BY STRUCTURAL PERFORMANCE. ALL COLD FORMED METAL

COMPONENTS TO HAVE A MINIMUM GALVANIZING RATING OF G-60.

3. INTERIOR STUD WALLS SHALL BE DESIGNED FOR A MINIMUM OUT OF PLANE UNIFORM LIVE LOAD PRESSURE OF 5 PSF

UNLESS NOTED OTHERWISE, WITH A MAXIMUM DEFLECTION OF L/240.

4. MAXIMUM STUD SPACING TO BE 16" ON CENTER WITH DOUBLED STUDS (MINIMUM) AT EACH SIDE OF OPENINGS.

5. FRAMING COMPONENTS ARE TO BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS

REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.

6. FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING, TORCH CUTTING OF COLD FORMED MEMBERS IS

UNACCEPTABLE.

7. INSTALLATION OF ALL COLD FORMED FRAMING SHALL BE BY AN EXPERIENCED INSTALLER APPROVED BY THE

MANUFACTURER. INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER.

8. ALL LATERAL BRACING SHALL CONFORM TO SECTION D3 OF AISI S100 SPECIFICATIONS.

9. FASTENING OF COMPONENTS IS TO BE WITH SELF-DRILLING SCREWS OR WELDING. WELDING OF STUDS MUST COMPLY WITH AWS D1.1/D1.1M AND AWS D1.3/D1.3M. 16 GAGE OR HEAVIER MATERIAL IS REQUIRED FOR WELDING.

ALL WELDS TO BE TOUCHED-UP WITH ZINC-RICH PAINT. SCREWS AND WELDS TO BE OF SUFFICIENT SIZE TO ENSURE

THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS IS NOT PERMITTED.

10. COLD FORMED STEEL FRAMING MEMBERS ARE TO BE SECURELY ATTACHED TO THE STRUCTURE WHERE INDICATED ON THE DRAWINGS, OR APPROVED SHOP DRAWINGS. FASTENERS TO BE COMPATIBLE TO THE STRUCTURAL

MEMBERS.

11. PROVIDE VERTICAL SLIDE TRACKS, OR SLIDE CLIPS, WHERE INDICATED ON THE DRAWINGS OR OTHERWISE REQUIRED TO ALLOW FOR VERTICAL STRUCTURAL MOVEMENTS. MAXIMUM EXPECTED STRUCTURE LIVE LOAD

DEFLECTION IS L/360 AT FLOORS AND L/240 AT ROOFS.

12. REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING SHEATHING TYPE, FINISHES, OPENINGS, LOCATIONS, ETC.

COLD FORMED STEEL FRAMING

CONCRETE MATERIALS SCHEDULE

STRUCTURAL

ELEMENT

MIN f'c 28 DAYS

(PSI)

MAX

WATER/CEMENT

RATIO AGGREGATE AIR CONTENT REMARKS

INTERIOR SLABS 4000 0.45 #57 2%

SCREEN WALL

FOUNDATIONS

4000 0.45 #57 5-7%

PLUMBING/UTILITY LINE

FILL PIPE TRENCH W/ CONC TO BOTTOM OF

FOOTING USING LEAN MIX CONCRETE - 2000 PSI

PROVIDE PIPE SLEEVE W/ DIA

2" LARGER THAN PIPE DIA

FTG

STEM WALL

FOOTING

EA SIDE

1'-0" MIN

INTERSECTION CORNER

SEE CONCRETE REINF LAP

SPLICE SCHEDULE FOR ℓd ℓd ℓd ℓd ℓd ℓd ℓd ℓd ℓd

(2) VERTICAL BARS (MATCH

WALL VERTICAL REINFORCING, TYP)

HOOK HORIZONTAL REINFORCING

90° AND EXTEND 20 BAR DIAGONAL

UP OR DOWN

BREAK SHELLS TO ALLOW GROUT

FLOW TO INTERLOCK WALL CELLS,

TYP @ CORNERS & INTERSECTIONS

DOWEL TO MATCH HORIZONTAL REINFORCING,

TYP, ALTERNATE BENDS @ INTERSECTION

VERTICAL REBAR IN GROUT

FILLED CELL (SEE MASONRY

WALL NOTES OR SCHEDULE

FOR SIZE)

MASONRY WALL,

SEE PLAN & NOTES

SEALANT EACH

SIDE, TYP

RUN HORIZONTAL BOND BEAM

WALL REINFORCEMENT

CONTINUOUS THRU CONTROL

JOINT ONLY AT ROOF. STOP

HORIZONTAL BARS EACH SIDE OF

CONTROL JOINT ELSEWHERE

NOTE:

WHERE CONTROL JOINT OCCURS AT EDGE OF OPENINGS, ALL WALL BEAM REINFORCEMENT AND

GROUT MUST BE CONTINUOUS THROUGH JOINT. USE OPEN END UNITS OR BREAK OUT TOP HALF

OF SHELL FOR GROUT FLOW AT JOINT OF BEAM. DELETE PREFORMED GASKET FOR HEIGHT OF

BEAM

W/ ARCH DWGS

1/2" CONTROL JOINT

COORDINATE LOCATIONS

NOTES:

1. TABULATED VALUES ARE BASED ON A MINIMUM YIELD STRENGTH OF 60,000 PSI. LENGTHS ARE IN INCHES.

2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318.

3. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND

CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS.

4. LAP SPLICE LENGTHS (MINIMUM OF 12 INCHES) ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS;

CLASS B = 1.3 ℓd. WHEN DETERMINING THE LAP SPLICE LENGTH, ℓd IS CALCULATED WITHOUT THE 12-INCH

MINIMUM OF ACI.

5. ACI 318 DOES NOT ALLOW TENSION LAP SPLICES OF #14 OR #18 BARS. THE TABULATED VALUES FOR THOSE

BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS.

6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.

7. FOR EPOXY-COATED BARS, IF THE C-C SPACING IS AT LEAST 7.0 db AND THE CONCRETE COVER IS AT LEAST

3.0 db, THEN CASE 1 LENGTHS MAY BE MULTIPLIED BY 0.918 (FOR TOP BARS) OR 0.8 (FOR OTHER BARS).

8. FOR GRADE 75 (MINIMUM YIELD STRENGTH OF 75,000 PSI) REINFORCING BARS, LENGTHS MUST BE

MULTIPLIED BY 1.25.

9. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.33.

10. TABULATED VALUES ARE BASED ON CLASS B LAP SPLICES AND CASE 1 PER ACI 318.

11. CASE 1, WHICH DEPENDS ON THE TYPE OF STRUCTURAL MEMBER, CONCRETE COVER, AND CENTER-TO-

CENTER SPACING OF THE BARS, IS DEFINED AS:

BAR SIZE

CONCRETE REINFORCING LAP SPLICE SCHEDULE (IN)

f' = 3000 PSIc f' = 4000 PSIc f' = 5000 PSIc

#10

#11

28 22

37 29

47 36

56 43

81 63

93 72

105 81

118 91

131 101

24 19

32 25

40 31

48 37

70 54

80 62

91 70

102 79

113 87

22 17

29 22

36 28

43 33

63 49

72 55

81 63

91 70

101 78

BEAMS, COLUMNS

ALL OTHERS

CONCRETE COVER AT LEAST 1.0 db AND C-C SPACING AT LEAST 2.0 db

CONCRETE COVER AT LEAST 1.0 db AND C-C SPACING AT LEAST 3.0 db

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

TOP

BARS

OTHER

BARS

SEE NOTES

SCRATCH FINISH

W/EPOXY BONDING

ADHESIVE

#4 @ 12" OC

EACH WAY

#4 @ 24" OC, TYP.

EPOXY INTO

EXISTING SLAB

NOTES:

T/FLOOR

RE: PLAN

1. SIZE OF EQUIPMENT BASE TO SUIT EQUIPMENT 12"

MIN BEYOND EDGE OF EQUIPMENT.

2. PROVIDE ANCHOR BOLTS AS REQUIRED BY

EQUIPMENT MANUFACTURER.

3. FINISH T/EQUIPMENT BASE TO DRAIN.

C O

O R

D W

/ M E

2" M

3/4"

CHAMFER

'X'

3/4" X 16" SMOOTH DOWEL

@ 12" OC. EPOXY ONE END

AND APPLY BOND BREAKER

TO THE OTHER .

(E) CONCRETE

SLAB

NEW

CONCRETE

SLAB. MATCH

EXISTING

THICKNESS

PROVIDE #4 REINFORCING @

12" OC IN DIRECTION(S) WHERE

'X' EXCEEDS 2'-0"

VAPOR

RETARDER,

RE: GSN

SEE PLAN FOR BRIDGING

LOCATIONS

(4) SCREWS AS REQUIRED,

THROUGH STRAP INTO SOLID

BLOCK AS SHOWN

(1) #10 TEK SCREW TO EA

JOIST AT FLAT STRAP

SOLID BLOCKING AT

8' O.C.(MAX) AND

AT EACH END TO MATCH

JOIST SECTION

CFS

JOIST PER PLAN

FLAT STRAP

(2" 20ga.)

1"X1"X5"X54 MIL BENT PLATE W/

(2) #10 SCREWS PER LEG,

EXISTING CMU WALL

NEW L6X4X3/8 LLV LINTEL, TYP.

LINTELS ARE TO BEAR A MINIMUM OF

8" ON SOLID GROUTED CMU.

3/16" X CONT PLATE. FIELD

VERIFY DIMENSIONS.

3/16 2"-12"

TYP

NEW CEILING

WHERE OCCURS

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L E S

1. MASONRY WORK MUST BE IN CONFORMANCE WITH THE MASONRY SOCIETY (TMS) "BUILDING CODE FOR MASONRY STRUCTURES-TMS 402"(2013) AND THE “SPECIFICATIONS FOR MASONRY STRUCTURES- TMS 602" (2013) AS MODIFIED BY THE IBC

AND UFC IF APPLICABLE.

2. ALL MORTAR TO CONFORM TO ASTM C270 TYPE M OR S.

A. PORTLAND CEMENT: ASTM C150 TYPE I.

B. LIME: ASTM C207

3. GROUT IS TO CONFORM TO ASTM C476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.

A. SLUMP: 8 TO 10 INCHES.

B. MAXIMUM AGGREGATE SIZE: 3/8".

4. CONCRETE MASONRY TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF MASONRY (f'm) EQUAL TO 1,700 PSI AND:

A. HOLLOW BLOCK: ASTM C90 NORMAL LIGHT WT.

5. GROUT ALL REINFORCED CELLS SOLID WITH GROUT. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE

REINFORCING WITHIN CMU CELLS.

6. ALL MASONRY TO BE CONSTRUCTED USING A RUNNING BOND PATTERN. FULL BED AND HEAD JOINTS MUST BE USED.

7. GROUT CELLS OF CMU SOLID FOR ALL MASONRY BELOW GRADE, CMU LINTELS, BOND BEAMS, CELLS WITH VERTICAL

REINFORCEMENT, OR AS INDICATED IN THE SECTIONS AND DETAILS.

8. DOWEL REINFORCED MASONRY WALLS TO FOUNDATION. SIZE DOWELS TO MATCH WALL REINFORCEMENT. LOCATE DOWELS

IN CELLS TO CONTAIN WALL REINFORCEMENT.

9. DURING CONSTRUCTION, COVER AND PROTECT THE TOPS OF MASONRY WALLS AT THE END OF EACH DAY.

10. ALL CORNERS AND INTERSECTIONS TO BE TIED BY MASONRY BOND.

11. PENETRATIONS THROUGH ANY MASONRY WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND

SHALL BE REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION.

12. BEAMS:

A. BEAMS SHALL BE BUILT AS AN INTEGRAL PART WITH THE SUPPORT. NO TOOTHING OR DOWELING ONLY WILL BE PERMITTED. MASONRY UNITS WITH ONE END OPEN-ENDED ("A" BLOCKS) SHALL BE USED IN ALL MASONRY BEAMS. BACK- TO-BACK END SHELLS ARE NOT ALLOWED. GROUT ALL MASONRY BEAMS SOLID FOR FULL DEPTH AND WIDTH.

B. DO NOT SPLICE HORIZONTAL TOP OR BOTTOM BARS, TYPICAL UNLESS NOTED OTHERWISE.

13. RE: 7/S-002 FOR STEEL LINTELS FOR NEW OPENINGS IN CMU. LINTELS ARE TO BEAR 8" ON SOLID GROUTED CMU. GROUT SOLID CMU JAMBS AT NEW OPENINGS FOR A MINIMUM OF 8" ON BOTH SIDES OF THE OPENING. IF LINTEL ABUTS AN EXISTING STEEL COLUMN, COPE THE HORIZONTAL LEG AND WELD THE VERTICAL LEG DIRECTLY TO COLUMN FLANGE WITH 1/4" FILLET WELDS.

SHORE STRUCTURE AS REQUIRED DURING CONSTRUCTION OF NEW OPENINGS.

14. REINFORCING STEEL FOR MASONRY. SEE REINFORCING STEEL-CONCRETE NOTES FOR ADDITIONAL REQUIREMENTS.

A. REINFORCING STEEL IN MASONRY SHALL COMPLY WITH THE MASONRY SOCIETY, TMS 602, “SPECIFICATIONS FOR MASONRY

STRUCTURES”.

B. REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS. IT SHALL BE SECURED AGAINST DISPLACEMENT AT INTERVALS

NOT TO EXCEED 200 BAR DIAMETERS OR TEN FEET.

C. TYPICAL HORIZONTAL REINFORCING AT MASONRY CONTROL JOINTS SHALL NOT BE CONTINUOUS UNLESS NOTED OTHERWISE. HOWEVER, BOND BEAM REINFORCING AT THE TOP AND BOTTOM OF ALL WALLS AT EACH ROOF AND FLOOR

ELEVATION IS TO BE CONTINUOUS THROUGH JOINTS.

MASONRY

NOT TO SCALE1

UTILITY PIPE UNDER FOOTING/WALL

NOT TO SCALE2

TYPICAL CORNER BAR DETAIL

NOT TO SCALE5

MASONRY WALL

CORNER REINFORCEMENT

NOT TO SCALE6

MASONRY WALL CONTROL JOINT

CONCRETE COVER SCHEDULE

MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL…

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