Attachment 3a -19-035334 Quesada DWGS Volume I Pkg A.pdf

PDF 40 MB Posted Jan 10, 2023

Attached to: MMAC Quesada Gate Upgrade Federal contract opportunity
Solicitation number: 6973GH-23-R-00003
Issued by: Department of Transportation Federal Aviation Administration Franchise Acquisition Services

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is seeking proposals for general construction services at the Mike Monroney Aeronautical Center in Oklahoma City, Oklahoma. Offerors must have a NAICS code of 236220 for commercial and institutional building construction and be registered in SAM.gov. Proposals will be evaluated based on past performance as demonstrated on at least three but no more than five projects, with at least two valued over $1,500,000 and completed within the last five years. References must complete surveys provided by the offeror and return them directly to the contracting office by the deadline. Questions regarding the solicitation must be submitted by January 19th and answers will be posted on SAM.gov. Proposals are due electronically to the contracting officer at the Federal Aviation Administration by January 31st. The contract will have a one year period of performance from the notice to proceed.

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Other files for this federal contract opportunity

Other files attached to MMAC Quesada Gate Upgrade, newest first.
File	Type	Posted
Attachment 1-Section B - Supplies or Services-Prices_Revision 1.xlsx	XLSX spreadsheet	Feb 8, 2023
19-035334 ADDENDUM 2 COVER.pdf	PDF	Feb 8, 2023
6973GH-23-R-00003-0004.pdf	PDF	Feb 8, 2023
6973GH-23-R-00003-0003.pdf	PDF	Feb 1, 2023
6973GH-23-R-00003-00002.pdf	PDF	Jan 31, 2023
6973GH-23-R-00003 Questions and Answers_1.31.23.pdf	PDF	Jan 31, 2023
Attachment 12 - Quesada Gate REVISION 1 DRAWINGS.pdf	PDF	Jan 13, 2023
6973GH-23-R-00003-0001.pdf	PDF	Jan 13, 2023
6973GH-23-R-00003.pdf	PDF	Jan 10, 2023
Attachment 3d - 19-035334 Quesada DWGS Volume III Pkg A.pdf	PDF	Jan 10, 2023
Attachment 7 - WD OK049.pdf	PDF	Jan 10, 2023
Attachment 8 - Past Performance Experience Form.docx	DOCX document	Jan 10, 2023
Attachment 4a - 19-035334 Quesada SPECS Volume I Pkg A.pdf	PDF	Jan 10, 2023
Attachment 4b -19-035334 Quesada SPECS Volume II Pkg A.pdf	PDF	Jan 10, 2023
Attachment 5 - SF 25 Performance Bond.pdf	PDF	Jan 10, 2023
Attachment 9- Past Performance Survey.docx	DOCX document	Jan 10, 2023
Attachment 10 - Client Authorization Letter.docx	DOCX document	Jan 10, 2023
Attachment 1-Section B - Supplies or Services-Prices.xlsx	XLSX spreadsheet	Jan 10, 2023
Attachment 2-SOW 19-035334 Quesada Gate Upgrade.pdf	PDF	Jan 10, 2023
Attachment 3b - 19-035334 Quesada DWGS Volume II_Pt-1 Pkg A.pdf	PDF	Jan 10, 2023
Attachment 3c - 19-035334 Quesada DWGS Volume II_Pt-2 Pkg A.pdf	PDF	Jan 10, 2023
Attachment 3e - 19-035334 Quesada DWGS Volume IV Pkg A.pdf	PDF	Jan 10, 2023
Attachment 6 - SF Payment Bond.pdf	PDF	Jan 10, 2023
Attachment 11 - Contractor Release.pdf	PDF	Jan 10, 2023

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Drawing No.

lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER − OKLAHOMA CITY, OKLAHOMA

drawn approved by

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :2

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

/2 :2

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

TCA

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

COVER SHEET

DTFAAC-16-D-00035

MNBTCV

01/21/2021

G1-001

CONTRACT NO.:

WORK ORDER NO.:

WWW.BENHAM.COM

2019-035334

FEDERAL AVIATION ADMINISTRATION

MMAC QUESADA GATE UPGRADE

PACKAGE "A"

DTFAAC-16-D-00035

ISSUE FOR BID PACKAGE

S. QUESADA DRIVE,

OKLAHOMA CITY, OK.QUESADA DRIVE

DECEMBER 14, 2022

AREA MAP SITE MAP

PLAN

NORTH

NOT TO SCALE

PLAN

NORTH

NOT TO SCALE

No.

Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS MNB FAA

SHEET INDEX

1200 - PLUMBING

P1-001 LEGEND AND ABBREVATIONS

P1-101 DOMESTIC WATER PLAN

P1-501 PLUMBING SCHEDULES AND DETAILS

1300 - MECHANICAL

M1-001 LEGEND AND ABBREVIATIONS

M1-101 MECHANICAL PLAN

M1-501 MECHANICAL DETAILS AND SCHEDULES

1500 - ELECTRICAL

E1-001 LEGEND AND ABBREVIATIONS

ED1-101 ELECTRICAL SITE DEMOLITION PLAN

ES1-101 ELECTRICAL SITE PLAN

ES1-102 ELECTRICAL SITE PLAN

EG1-110 GROUNDING PLAN

EG1-120 LIGHTNING PROTECTION PLAN

EG1-501 GROUNDING DETAILS

EG1-502 LIGHTNING PROTECTION DETAILS

EP1-111 POWER PLAN

EL1-001 LIGHTING LEGEND AND SCHEDULES

EL1-111 LIGHTING PLAN

E1-501 ELECTRICAL DETAILS

E1-601 ELECTRICAL ONE-LINE DIAGRAM & PANEL

SCHEDULES

1700 - SECURITY

TY1-001 LEGEND AND ABBREVIATIONS

TY1-010 SECURITY SITE PLAN

TY1-101 SECURITY FLOOR PLANS

TY1-201 SECURITY ELEVATIONS

TY1-501 SECURITY DETAILS

TY1-601 SECURITY ONE-LINE

1700 - TELECOMMUNICATION

TT1-001 LEGEND AND ABBREVIATIONS

TT1-101 TELECOMMUNICATIONS SITE PLAN

TT1-111 TELECOMM DATA PLAN

TT1-501 TELECOM DETAILS

TT1-601 TELECOM ONE LINE

SHEET INDEX

0000 - GENERAL

G1-001 COVER SHEET

G1-002 PROJECT INFORMATION & ABBREVIATIONS

G1-003 DRAWING SYMBOLS

G1-004 LIFE SAFETY CODE ANALYSIS

G1-100 CODE COMPLIANCE SITE PLAN

G1-110 LIFE SAFETY FLOOR PLAN

0100 - CIVIL

TS-001 TOPOGRAPHIC SURVEY (SHEET 1 OF 6)

TS-002 TOPOGRAPHIC SURVEY (SHEET 2 OF 6)

TS-003 TOPOGRAPHIC SURVEY (SHEET 3 OF 6)

TS-004 TOPOGRAPHIC SURVEY (SHEET 4 OF 6)

TS-005 TOPOGRAPHIC SURVEY (SHEET 5 OF 6)

TS-006 TOPOGRAPHIC SURVEY (SHEET 6 OF 6)

B1-001 SOIL BORING LOCATION PLAN

B1-002 SOIL BORINGS 1

B1-003 SOIL BORINGS 2

0700 - STRUCTURAL

S1-001 GENERAL STRUCTURAL NOTES

S1-002 GENERAL STRUCTURAL NOTES

S1-003 STRUCTURAL ABBREVIATIONS

S1-010 TYPICAL SECTIONS AND DETAILS - CONCRETE

S1-011 TYPICAL SECTIONS AND DETAILS - STEEL

S1-110 STRUCTURAL FOUNDATION PLAN

S1-120 STRUCTURAL ROOF FRAMING PLAN

S1-500 STRUCTURAL SECTIONS AND DETAILS

0800 - ARCHITECTUAL

A1-110 FLOOR PLAN

A1-111 CEILING PLANS

A1-121 ROOF PLANS

A1-201 EXTERIOR ELEVATIONS

A1-202 EXTERIOR ELEVATIONS

A1-301 BUILDING SECTIONS

A1-302 WALL SECTIONS

A1-401 INTERIOR ELEVATIONS

A1-501 PLAN DETAILS

A1-502 SECTION DETAILS

A1-503 DOOR & WINDOW DETAILS

A1-601 WALL TYPES, FINISHES, SIGNAGE

A1-602 WINDOW/DOOR TYPES & ELEVATIONS

12.07.2022

GENERAL NOTES

1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS

INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR

ESTABLISHED FIELD DIMENSIONS. WHERE NO DIMENSIONS OR

METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY WITH

ARCHITECT PRIOR TO PROCEEDING.

2. VERIFY EQUIPMENT REQUIREMENTS FOR ROUGH-IN AND UTILITY

CONNECTIONS PRIOR TO CONSTRUCTION TO ASSURE THAT PROPER

BLOCKING, OPENINGS, AND UTILITY CONNECTIONS ARE PROVIDED.

3. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR

MATERIALS.

4. COORDINATE PLACEMENT OF WALL & CEILING MOUNTED SYSTEMS &

EQUIPMENT WITH ARCHITECT.

GENERAL

THE DRAWINGS FOR THIS PROJECT CONTAIN SAFETY ITEMS TO PROMOTE AWARENESS OF

SAFETY ON THE JOB SITE. THE DRAWINGS CONTAIN SAFETY ALERT NOTES AND A SYMBOL TO

IDENTIFY GENERAL LOCATIONS WHICH MAY BE SAFETY HAZARDS. THE SAFETY ALERT SYSTEM

IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT INTENDED TO ENCOMPASS

ALL POTENTIAL SAFETY CONCERNS INHERENT IN THE PROSECUTION OF THE WORK.

SAFETY RESPONSIBILITIES

THE SAFETY ALERT SYSTEM SHALL IN NO WAY LIMIT OR ALTER THE SAFETY RESPONSIBILITIES

IMPOSED UPON EACH SUBCONTRACTOR OR SUB-SUBCONTRACTOR OR VENDOR BY THEIR

CONTRACT. NEITHER THE CONTRACTOR NOR THE CERTIFYING PROFESSIONALS ASSUME ANY

PROFESSIONAL SAFETY RESPONSIBILITIES OR LIABILITY BY PROVIDING THE SAFETY ALERT

SYSTEM NOR IS THE CONTRACTOR RESPONSIBLE FOR PROFESSIONAL SAFETY INSPECTIONS.

BY PROVIDING THE SAFETY ALERT SYSTEM, THE CONTRACTOR IS NOT ASSUMING ANY

RESPONSIBILITY AS TO THE MEANS AND METHODS OF PERFORMING THE WORK AND/OR THE

MEANS AND METHODS OF COMPLYING WITH SAFETY REQUIREMENTS CONTAINED IN

SUBCONTRACT AGREEMENTS, SUB-SUBCONTRACT AGREEMENTS, VENDOR AGREEMENTS OR

OTHER APPLICABLE SAFETY REGULATIONS.

THE FOLLOWING ARE GENERAL SAFETY PRECAUTIONS PROVIDED BY THE HASKELL

COMPANY’S SAFETY MANAGER. CHECK ALL APPLICABLE LAWS AND REGULATIONS FOR

DETAILED INFORMATION.

SLIPS/FALLS

• UTILIZE FALL PROTECTION SYSTEMS AND PERSONAL FALL ARREST

SYSTEMS (PFAS) AT ELEVATIONS OF 6-FEET OR GREATER.

• PROVIDE GUARDRAILS AT 42-INCHES WITH MID-RAILS AND TOE-BOARDS

PROVIDE FLOOR COVERS FOR OPENINGS 2-INCHES OR GREATER.

• LABEL AND SECURE UTILIZE FULL BODY HARNESS WITH SHOCK ABSORBING

LANYARD WHEN IN PFAS PROVIDE SECURE ATTACHMENT WHEN WORKING

FROM AERIAL LIFTS

ELECTROCUTION

• USE GFCI PROTECTION FOR ALL TEMPORARY POWER, GENERATORS, AND

EXISTING POWER COVER OR BARRICADE ENERGIZED PANELS AT ALL

TIMES.

• CHECK ELECTRICAL POWER CORDS FOR DAMAGE PRIOR TO EACH USE.

• MAINTAIN ADEQUATE TEMPORARY LIGHTING PRIOR TO BEGINNING WORK

AT AN EXISTING FACILITY OR WITH EXISTING UTILITIES.

• LOCK OUT OF SERVICE ACTIVE OR POTENTIALLY ACTIVE ENERGY

SYSTEMS.

• LOCK OUT OF SERVICE NEW CONSTRUCTION TIE-IN TO EXISTING

MECHANICAL, ELECTRICAL, PIPING AND SIMILAR ENERGY RELATED

SYSTEMS.

• TAKE PRECAUTIONS AND DE-ENERGIZE OVERHEAD POWER LINES PRIOR TO

BEGINNING ANY CRANE WORK IN CLOSE PROXIMITY OF OVERHEAD POWER

LINES.

CAVE-INS

• VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF

WORK.

• UTILIZE SLOPE/SHORING FOR ALL EXCAVATIONS 4-FEET OR GREATER IN

DEPTH.

• USE ENGINEERED DESIGNS FOR EXCAVATIONS OF 20-FEET OR GREATER IN

DEPTH.

• PROVIDE LADDER OR SIMILAR ACCESS/EGRESS FROM ALL EXCAVATIONS

WITH TRAVEL DISTANCE NOT EXCEEDING 25-FEET.

• MAINTAIN SPOILS A MINIMUM OF 2-FEET FROM EXCAVATION EDGE.

• PROVIDE DAILY INSPECTION OF ALL EXCAVATIONS BY A COMPETENT

PERSON.

FALLS FROM ELEVATION

• PROVIDE STANDARD HANDRAILS OR PERSONAL FALL ARREST SYSTEM

(PFAS) AT HEIGHTS OF 6-FEET OR GREATER.

• ENSURE ALL SCAFFOLD BASE-PLATES HAVE SUFFICIENT MUD

SILLS/SUPPORT.

• PROVIDE LADDER ACCESS TO ALL SCAFFOLDS.

• INSPECT SCAFFOLDS PRIOR TO EACH SHIFT USE COMPETENT PERSON TO

ERECT, DISMANTLE, MOVE, ALTER, AND INSPECT SCAFFOLDING.

• PROVIDE TOE-BOARDS TO PROTECT THOSE WORKING BELOW FILL TREAD

PANS BEFORE USING STAIRWAYS.

• PROVIDE HANDRAILS ON OPEN SIDES OF STAIRS OVER 30-INCHES OR 4

RISERS HIGH.

• PROVIDE STAIRS, LADDERS, OR RAMPS FOR ELEVATION CHANGES OF 19-

INCHES OR MORE.

• SECURE ALL LADDERS AND EXTEND A MINIMUM OF 36-INCHES ABOVE THE

DECK ELEVATION TO BE ACCESSED

SAFETY ALERT/ PRECAUTION SYSTEM

STRUCK BY/AGAINST/CAUGHT

• PROVIDE A MASONRY CONTROLLED ACCESS ZONE (CAZ) ON THE

BACKSIDE OF A WALL EQUAL TO THE HEIGHT OF THE WALL PLUS 4-FEET.

• PROVIDE TEMPORARY BRACING OF MASONRY WALLS OVER 8-FEET IN

HEIGHT.

• ONLY ESSENTIAL PERSONNEL INVOLVED IN POST-TENSIONING

OPERATIONS SHALL BE PERMITTED IN THE AREA.

• PROVIDE IMPALEMENT PROTECTION FOR ALL VERTICAL REINFORCING,

CONDUIT, AND SIMILAR HAZARD.

• ADHERE TO "CRITICAL LIFT PROCEDURES" FOR LOADS OVER 75

CAPACITIES.

• ONLY PERSONNEL DIRECTLY INVOLVED WITH TILT-UP OR PRECAST

OPERATIONS ARE TO BE PERMITTED IN THE AREA.

• CONDUCT A PRE-LIFT SAFETY MEETING FOR ALL TILT-UP AND PRECAST

ERECTION.

• INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE.

• ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS

ARE PROVIDED

ASPHYXIATION - CONFINED SPACE

• DO NOT ALLOW EXTENDED OCCUPANCY OF TANKS, PITS, VAULTS, AND

SIMILAR LIMITED ACCESS LOCATIONS.

• USE SPECIAL PRECAUTIONS FOR CONFINED SPACE LOCATIONS, WHICH

MAY INCLUDE A PERMIT-SPACE SYSTEM AND AIR MONITORING.

DEMOLITION HAZARD

• UTILIZE CONTROLLED ACCESS ZONES (CAZ) FOR ALL DEMOLITION WORK

TO PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE AREA .

STRUCK BY - STEEL ERECTION

• UTILIZE CONTROLLED DECKING ZONE (CDZ) PROCEDURES WHEN

INSTALLING ROOF AND INTERMEDIATE FLOOR DECKING.

• UTILIZE FALL PROTECTION SYSTEMS AND PERSONAL FALL ARREST

SYSTEM (PFAS) AT ELEVATIONS OF 6-FEET OR GREATER.

• PROVIDE MINIMUM OF FOUR (4) ANCHOR BOLT CONNECTIONS FOR EACH

COLUMN PRIOR TO FURTHER ERECTION OF STRUCTURE.

• ADHERE TO REQUIREMENTS OUTLINED IN OSHA 1926 SUBPART "R" AT ALL

TIMES WITH THE EXCEPTION THAT 100 FALL PROTECTION REQUIRED AT

ELEVATIONS 6-FEET OR GREATER.

• CONDUCT A PRE-CONSTRUCTION SAFETY MEETING FOR ALL STEEL

ERECTION.

• INSPECT ALL RIGGING, SLINGS, AND CHOKERS PRIOR TO EACH USE.

• ENSURE ALL CRANE CERTIFICATIONS AND OPERATOR QUALIFICATIONS

ARE PROVIDED.

• ENSURE CRANES ARE INSPECTED DAILY BY A COMPETENT

PERSON/OPERATOR

DROWNING HAZARD

• SUBCONTRACTOR SHALL MEET ALL SAFETY REQUIREMENTS OUTLINED IN

CFR 1910.401 THROUGH CFR 1910.440 AND CFR 1926.106 RELATED TO

COMMERCIAL DIVING OPERATIONS AND WORKING OVER WATER.

SHEET NUMBERING SYSTEM

A1-101

SHEET SEQUENCE NUMBER

SHEET TYPE DESIGNATOR

VOLUME NUMBER

DISCIPLINE DESIGNATOR

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

BSMT BASEMENT

BYND BEYOND

BO BY OTHERS

BOT BOTTOM

CIP CAST IN PLACE

CHNL CHANNEL

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMPR COMPRESSIBLE

CONC CONCRETE

CONT CONTINUOUS

CT CERAMIC TILE

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIMS DIMENSIONS

DN DOWN

DR DOOR

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR OR ELEVATION

EPDM ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)

EPX EPOXY PAINT

EQ EQUAL

EXIST EXISTING

EXP EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FIXT FIXTURE

FLR FLOOR

FO FACE OF

FND FOUNDATION

GA GAUGE

GALV GALVANIZED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GL GLASS

GWB GYPSUM WALL BOARD

HC HOLLOW CORE

HI HIGH

HM HOLLOW METAL

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

IMP INSULATED METAL PANEL

IRGWB IMPACT RESISTANT GYPSUM WALL BOARD

ABBREVIATIONS

INSUL INSULATED OR INSULATION

INT INTERIOR

LO LOW

MAX MAXIMUM

MO MASONRY OPENING

MECH MECHANICAL

MEMBR MEMBRANE

MFR MANUFACTURER

MIN MINIMUM

MLP METAL LINER PANEL

MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

OC ON CENTER

OH OVERHANG OR OPPOSITE HAND

OPP OPPOSITE OR OPPOSITE HAND

OZ OUNCE

PCC PRE-CAST CONCRETE

PLUMB PLUMBING

PLYD PLYWOOD

PT PAINT OR PAINTED

PVC POLYVINYL CHLORIDE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

RSN RESINOUS FLOORING SYSTEM

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER OR SPEAKER

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STRUCT STRUCTURE OR STRUCTURAL

SV SHEET VINYL

T&G TONGUE AND GROOVE

TLT TOILET

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TPD TOILET PAPER DISPENSER

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

U/S UNDERSIDE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

Drawing No.

lead or pm designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :2

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

/2 :2

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

TCA

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

PROJECT INFORMATION & ABBREVIATIONS

DTFAAC-16-D-00035

MNBTCV

01/21/2021

G1-002

No.

Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS MNB FAA

A101

SIM

XX000

A101

SIM

A101

SIM

DRAWING TITLE / NAME/

DESCRIPTION

DRAWING NUMBER ON SHEET

DRAWING SCALE

BUILDING ELEVATION DRAWING NUMBER

REFERENCE

BUILDING ELEVATION SHEET REFERENCE

INTERIOR ELEVATION DRAWING

NUMBER REFERENCE

INTERIOR ELEVATION SHEET REFERENCE

BUILDING SECTION DRAWING NUMBER REFERENCE

BUILDING SECTION SHEET REFERENCE

WALL SECTION DRAWING NUMBER REFERENCE

WALL SECTION SHEET REFERENCE

DRAWING NUMBER REFERENCE

DRAWING SHEET REFERENCE

GRID

ROOM NAME

ROOM NUMBER

DOOR NUMBER

WINDOW TYPE/ NUMBER

WALL TYPE

NAME

ELEVATION

ELEVATION TARGET

NORTH SYMBOL

DRAWING SYMBOLS LEGEND

A101

SIM

DRAWING NUMBER REFERENCE

DRAWING SHEET REFERENCE

TOILET ACCESSORY

COMMENTS OR NOTES

REVISION NUMBER

REVISION COMMENT

GENERAL ITEM TYPE1i

CEILING TYPE

WINDOW/ STOREFRONT/ CURTAIN

WALL/ LOUVER/ HATCH/ SKYLIGHT/

SMOKE HEAT VENT

A KEYNOTES

Room name

1 Ref

R e f

1Ref

R e f

A101

SIM

View Name 1/8" = 1'-0"

F O

R W

A R

M A

F O

R W

A R

M A

MIN

2' - 6"

4' - 0"

13 1/2" MIN.

M A

MIN

2' - 6"

MAX

1' - 0"

MIN

3' - 6"

MAX

1' - 0"

MIN

3' - 6"

M A

MIN

1' - 0"

" 2'

MIN

3' - 0"

/ S H

M A

E R

E A

C H

F O

R W

A R

D R

E A

C H

M A

4' - 0"

2' - 6"

F O

R W

A R

D R

E A

C H

M A

IN9"

8" MIN

IN9"

6" MAX 8" MIN

M A

FEMININE NAPKIN

VENDER

WALL HUNG

SCREEN

WALL HUNG

URINAL

GRAB BAR

TOILET PAPER

HOLDER

MIRROR

18"

MIRROR

W/SHELF

18"

TOP OF CABINET

HANDLE

CABINET WHERE

SHOWN ON PLANS

MOUNT ON

LATCH SIDE

OF DOOR

RIM

MIRROR (39.5" TO

BOT. OF FRAME)

MIRROR

HOT WATER AND DRAIN

LINE TO BE INSULATED

WHERE EXPOSED

KNEE CLEARANCE

KNEE SPACE

ELEVATION - FEMININE

NAPKIN VENDING

PROFILE - FEMININE

NAPKIN VENDING

COIN INSERTS

PLAN - FEMININE

NAPKIN VENDER

ELEVATION

URINAL-WALL HUNG PLAN - URINAL

ELEVATION - TOILET

WALL MOUNTED

ELEVATION - TOILET ELEVATION - TOILET ELEVATION - MIRROR

PAPER TOWEL

DISPENSER.

PLAN - PAPER TOWEL DISP.

& WASTE RECEPTACLE

SIGNAGE ELEVATION - LAVATORY

ELEVATION - EWC/

DRINKING FOUNTAIN

NOTES:

1. DETAILS ABOVE ARE TO BE USED FOR

MINIMUM ADA CLEARANCES.

2. TOILET ROOM ACCESSORIES BY OWNER

U.O.N.

3. HANDICAP ACCESS MOUNTING DIMENSIONS

ARE VERY CRITICAL AND HAVE NO MINUS

TOLERANCES.

4. ALL DIMENSIONS SHOWN ARE FROM FACE

OF FINISH. FINISH THICKNESS MUST BE ADDED

TO ANY ROUGH-IN DIMENSIONS.

5. PROVIDE BLOCKING AS REQUIRED IN ALL

WALLS FOR INSTALLATION OF TOILET ROOM

ACCESSORIES.

6. VERIFY ALL MOUNTING HEIGHT

REQUIREMENTS WITH LOCAL BUILDING

CODES.

7. ANSI REQUIRES A MIN. OF 18 " VERTICAL

GRAB BAR IN ADDITION TO HORIZONTAL GRAB

BARS IN ACCESSIBLE TOILET & TRANSFER

TYPE SHOWER STALLS . PROVIDE AS

REQUIRED.

1' - 6"

6" MAX

MIN

1' - 5"

FOLDING

SHOWER SEAT

GRAB BAR

OTHER FIXTURES

NOT ALLOWED

WITHIN THIS AREA

5' - 0" MIN

3' - 0" MIN

MIN

2' - 0"

MIN

1' - 0"

16"-18"

M A

. F

O R

-M O

U N

T E

. W A

-H

U N

WHEEL CHAIR ACCESSIBLE

WATER CLOSETS

AMBULATORY ACCESSIBLE

WATER CLOSETS

16"-18" 17"-19"

SEE NOTE #7

39"- 41"

7"-9"

TOILET PAPER

HOLDER

M A

SOAP DISPENSER FIRE EXTINGUISHER

Transfer Type Shower Compartment Size and

Clearance seat wall

36 (back wall) co nt ro l w al l)

48 min m in

SEE NOTE #7

m ax

60 min m in m in back wall side wall side wall

Standard Roll-In Type Shower Compartment Size and Clearance controls

27 max

FOLDING

SHOWER SEAT

Alternate Roll-In Type Shower Compartment Size and Clearance m in

36 min

60 min back wall side wall side wall controls

27 max

MIN

3' - 0"

WALL HUNG

URINAL

PLAN - URINAL

Drawing No.

lead or pm designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :2

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

/2 :2

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

TCA

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

DRAWING SYMBOLS

DTFAAC-16-D-00035

MNBTCV

01/21/2021

G1-003

No.

Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS MNB FAA

3/8" = 1'-0"

ADA DETAILS

1. REFERENCED CODES AND STANDARDS

NFPA 1, FIRE CODE, 2018 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 101, LIFE SAFETY CODE, 2018 EDITION

INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION WITH OKLAHOMA CITY SUPPLEMENTS

INTERNATIONAL FIRE CODE (IFC), 2015 EDITION WITH OKLAHOMA CITY SUPPLEMENTS

MMAC FACILITY DESIGN STANDARDS

2. BUILDING DESCRIPTION

CONSTRUCTION TYPE: TYPE IIB

BUILDING HEIGHT: 10 FEET (TO HEIGHEST ROOF PEAK), ONE STORY

BUILDING AREA: 310 SQ. FT.

IBC OCCUPANCY: BUSINESS GROUP B

NFPA 101 OCCUPANCY: NEW BUSINESS

3. MAXIMUM ALLOWABLE HEIGHT AND AREA

OCCUPANCY: BUSINESS

MAX ALLOWABLE HEIGHT: 55 FT

MAX STORIES: 3

NONSPRINKLERED AREA: 23,000 SF

TOTAL ALLOWABLE AREA, PER FLOOR: 23,000 SF

4. FIRE RESISTANCE REQUIREMENTS

CONSTRUCTION TYPE: TYPE IIB BUILDING ELEMENTS

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES)

BEARING WALLS

EXTERIOR WALLS

INTERIOR WALLS

NONBEARING WALLS

EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE > 30 FT

INTERIOR WALLS

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)

IBC §602.2 & TABLE 601

IBC §503

UFC 3-600-01 §9-7.2.1

IBC §304

NFPA 101 §6.1.11.1

NFPA 101 §38.2.4.3 & IBC §1006.3.2

NFPA 101 §38.2.6.2 & IBC 1029.7

NFPA 101 §38.2.5.3.3 & IBC TABLE 1006.3.2(2)

NFPA 101 §38.2.5.2.2 & IBC §1020.4

NFPA 101 TABLE 7.3.3.1 & IBC §1010.1.1

5. INTERIOR FINISHES

INTERIOR WALL & CEILING FINISH IN ROOMS & ENCLOSED SPACES

INTERIOR FLOOR FINISH

6. FIRE SUPPRESSION AND ALARM:

AN AUTOMATIC FIRE SPRINKLER PROTECTION IS NOT REQUIRED. NFPA 101 §38.3.2.2

A FIRE ALARM AND MASS NOTIFICATION SYSTEM IS NOT REQUIRED. NFPA 101 §38.3.4

7. PORTABLE FIRE EXTINGUISHERS:

HAZARD CLASSIFICATION:

LIGHT (LOW) HAZARD CLASS A HAZARDS NFPA 10 §5.2 & 5.4 & IBC

§906.1

DESIGN BASIS: MULTIPURPOSE DRY CHEMICAL; 2A;40B;C

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

8. MEANS OF EGRESS:

MINIMUM NUMBER OF MEANS OF EGRESS REQUIRED:

A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR AREA WITH

A TOTAL OCCUPANT LOAD OF LESS THAN 100 PERSONS.

TRAVEL DISTANCE TO AN EXIT LIMIT:

NEW BUSINESS OCCUPANCY: 200 FEET

COMMON PATH LIMIT:

NEW BUSINESS OCCUPANCY: 75 FEET

DEAD-END LIMITS:

NEW BUSINESS OCCUPANCY: 20 FEET

EGRESS CAPACITY FACTORS:

LEVEL COMPONENTS & RAMPS: 0.2 INCHES PER OCCUPANT SERVED

9. OCCUPANT LOAD IBC TABLE 1004.1.2

OCCUPANT LOAD FACTOR SQUARE FOOTAGE TOTAL OCCUPANT

LOAD

100 SF/PERSON 310 SF 4 PERSONS

CLASS A, B, OR C NFPA 101 §38.3.3.2.2 & IBC TABLE 803.11

CLASS I OR II NFPA 101 §38.3.3.3.2 & IBC 804.2

GENERAL INFORMATION: LIFE SAFETY AND BUILDING CODE ANALYSIS

0 HOUR IBC TABLE 601

0 HOUR IBC TABLE 602

0 HOUR IBC TABLE 601

IBC TABLE 504.3

IBC TABLE 504.4

IBC TABLE 506.2

Drawing No.

lead or pm designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :4

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 F

E C F .r v t

/2 :4

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 F

E C F .r v t

KDC

CME

FAA MMAC, OKLAHOMA CITY, OKLAHOMA

MAC QUESADA GATE UPGRADE

LIFE SAFETY CODE ANALYSIS

DTFAAC-16-D-00035

KDCTCV

11/06/17

G1-004

No. Date Description Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS KC FAA

12/14/22

W W

W WW

W W

WW W

29' - 6"

23' - 0"

25' - 0"

30' - 0"

139' - 6"

Drawing No.

lead or pm designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :4

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 F

E C F .r v t

/2 :4

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 F

E C F .r v t

KDC

CME

FAA MMAC, OKLAHOMA CITY, OKLAHOMA

MAC QUESADA GATE UPGRADE

CODE COMPLIANCE SITE PLAN

DTFAAC-16-D-00035

KDCTCV

01/14/21

G1-100

No. Date Description Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS KC FAA

SITE SAFETY SYMBOLS AND LEGEND:

WATERLINE SUPPLYING GUARD STATION

NEW FIRE HYDRANT

HOSE LAY LENGTH < 400 FT

KEYED NOTES :

1. MORE THAN 20 FT IN WIDTH, WHICH IS SUFFICIENT FOR FIRE DEPARTMENT

APPARATUS ACCESS.

2. IMPLIED LOT LINES WILL EXTEND 30 FT SURROUNDING THE FACILITY.

1. BUILDING AND WATERLINE SHOWN FOR GENERAL LIFE SAFETY INFORMATION

ONLY.

2. FIRE HYDRANT ARE ON DOMESTIC WATER SUPPLY LOOP.

GENERAL NOTES:

GRAPHIC SCALE

0' 10' 20' 40'

1" = 10'-0"1

CODE COMPLIANCE SITE PLAN

XXX' - X"

11/06/112/14/22

1:100

TD 14 FT

0.2

34"

0.2

34"

1:100

FEC

A.7A.4A.1A B

3.2

3.7

3.9

A.8

3.6

3.3

A.6

101B

101A

SECURITY OFFICE

RESTROOM

EXIT ACCESS TRAVEL PATH

TD=EXIT TRAVEL DISTANCE

CP=COMMON PATH OF TRAVEL

FIRE EXTINGUISHER CABINET (FEC) 4A:40BC

WALL MOUNTED EXIT SIGN

LIFE SAFETY LEGEND

OCCUPANCY CLASSIFICATION

ROOM OCCUPANT LOAD

OCCUPANT LOAD FACTOR1:X

NFPA 101: NEW BUSINESS

IBC: BUSINESS

FEC

DOOR NUMBERXXXX

XX"

XXX

CLEAR WIDTH

WIDTH FACTOR

EXIT CAPACITY

ASSIGNED CAPACITY

LIFE SAFETY GENERAL NOTES:

TOTAL BUILDING GROSS AREA: 310 SF

TOTAL OCCUPANT LOAD: 4 PERSONS

KEYED NOTES :

1. STAND ALONE SMOKE DETECTOR WILL BE INSTALLED BY OTHERS.

Drawing No.

lead or pm designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :4

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 F

E C F .r v t

/2 :4

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 F

E C F .r v t

KDC

CME

FAA MMAC, OKLAHOMA CITY, OKLAHOMA

MAC QUESADA GATE UPGRADE

LIFE SAFETY FLOOR PLAN

DTFAAC-16-D-00035

KDCTCV

01/04/21

G1-110

1/2" = 1'-0"1

LIFE SAFETY FLOOR PLAN

No. Date Description Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS KC FAA

GRAPHIC SCALE

0' 1' 2' 4'

11/06/112/14/22 designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

:4 :4

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

:4 :4

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

TOPOGRAPHIC SURVEY (SHEET 1 OF 6)

DTFAAC-16-D-00035

MJTCV

12/14/22

TS -001

No.

Issued by

Issued to designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

:4 :4

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

:4 :4

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

TOPOGRAPHIC SURVEY (SHEET 2 OF 6)

DTFAAC-16-D-00035

MJTCV

12/14/22

TS -002

No.

Issued by

Issued designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

:4 :4

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

:4 :4

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

TOPOGRAPHIC SURVEY (SHEET 3 OF 6)

DTFAAC-16-D-00035

MJTCV

12/14/22

TS -003

No.

Issued by

Issued designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

:4 :5

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

:4 :5

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

TOPOGRAPHIC SURVEY (SHEET 4 OF 6)

DTFAAC-16-D-00035

MJTCV

12/14/22

TS -004

No.

Issued by

Issued designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

:4 :5

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

:4 :5

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

TOPOGRAPHIC SURVEY (SHEET 5 OF 6)

DTFAAC-16-D-00035

MJTCV

12/14/22

TS -005

No.

Issued by

Issued designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

:4 :5

P M

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 A R C H C F .r v t

:4 :5

P M

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 A R C H C F .r v t

PACKAGE "A"

MMAC QUESADA GATE UPGRADE

TOPOGRAPHIC SURVEY (SHEET 6 OF 6)

DTFAAC-16-D-00035

MJTCV

12/14/22

TS -006

No.

Issued by

Issued

No. Date Description

Issued by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

11/25/2021

MVVS

0 12/14/2022 ISSUED FOR BIDS

FAATCV

B1-001

SOIL BORING LOCATION PLAN

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

N -W

O R K

G \C

L \A

U T O C A D \C

\B 1- 1.

/2 :5

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

N -W

O R K

G \C

L \A

U T O C A D \C

\B 1- 1.

/2 :5

M by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

11/25/2021

MVVS

0 12/14/2022 ISSUED FOR BIDS

FAATCV

B1-002

SOIL BORINGS 1

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

N -W

O R K

G \C

L \A

U T O C A D \C

\B 1- .D

/2 :5

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

N -W

O R K

G \C

L \A

U T O C A D \C

\B 1- .D

:3 by

Issued to lead or pm designed

WORK REQUEST NO.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

drawn approved by

QUESADA DRIVE & GATE

ISSUED BY

OFFICE OF

facility management amp - 400 drawn d r a w in g N a m e d r a w in g N a m e

TCV

Drawing No. DTFAAC-16-D-00035

11/25/2021

MVVS

0 12/14/2022 ISSUED FOR BIDS

FAATCV

B1-003

SOIL BORINGS 2

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

N -W

O R K

G \C

L \A

U T O C A D \C

\B 1- .D

/2 :5

B F F S \1 F

A A Q

U E S A D A G

A T E U

P G R A D E T Y P E A \D

E S

N -W

O R K

G \C

L \A

U T O C A D \C

\B 1- .D

/2 :5

:4 designed drawn approved by

ISSUED BY

OFFICE OF

facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e

/2 :2

M B

/1 F

A A Q u e s a d a G a t e

U p g r a d e T y p e A R /1 S T R U C C F .r v t

/2 :2

M B

/1 F

A A Q u e s a d a G a t e U p g r a d e T y p e A R /1 S T R U C C F .r v t

DPS

CLS

6501 S. MACARTHUR BLVD.

OKLAHOMA CITY, OKLAHOMA 73169

Quesada Drive & Gate Evaluation

GENERAL STRUCTURAL NOTES

DTFAAC-16-D-00035

DPSTCV

12/14/22

S1 -001

A. DESIGN CRITERIA

B. SOIL PREPARATION AND FOUNDATIONS

A. DESIGN CRITERIA - CONTINUED C. CAST-IN-PLACE CONCRETE C. CAST-IN-PLACE CONCRETE - CONTINUED

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED

IN THE REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL EVALUATION PREPARED FOR

THIS PROJECT BY BUILDING & EARTH (B&E REPORT NO. 200057) DATED MARCH 25, 2020, AND ADDENDUM NO. 1 DATED JULY 13, 2021. A COPY OF THE FINAL GEOTECHNICAL REPORT WILL BE

AVAILABLE FOR INSPECTION FROM THE OWNER.

A. THE CONTRACTOR MAY NOT RELY UPON NON-TECHNICAL DATA, OPINIONS, OR

INTERPRETATIONS FOUND IN THE GEOTECHNICAL REPORT IDENTIFIED ABOVE NOR UPON THE

COMPLETENESS THEREOF FOR CONTRACTORS PURPOSES. COPIES OF THE

AFOREMENTIONED GEOTECHNICAL REPORT ARE NOT INCLUDED WITH THE BIDDING

DOCUMENTS. THE GEOTECHNICAL REPORT IS NOT PART OF THE CONTRACT DOCUMENTS, BUT

THE TECHNICAL DATA CONTAINED THEREIN UPON WHICH THE CONTRACTOR IS ENTITLED TO

RELY, IS INCORPORATED INTO THE CONTRACT DOCUMENTS BY REFERENCE.

2. ALL EXCAVATION, FILL, COMPACTION, AND GRADING OF THE SITE SHALL BE IN ACCORDANCE WITH

THE SPECIFICATIONS, THE RECOMMENDATIONS CONTAINED IN THE PROJECT GEOTECHNICAL

REPORT, AND OSHA REQUIREMENTS.

3. SOIL SUPPORTED MAT FOUNDATIONS -

A. DESIGN ALLOWABLE BEARING PRESSURE (NET) IS 2000 PSF FOR MAT FOUNDATIONS BEARING

2’-6” THICK LAYER OF COMPACTED AND APPROVED STRUCTURAL FILL MATERIAL. SUBGRADE

SHALL EXTEND A MINIMUM OF 2’-0” BEYOND EDGE OF FOUNDATION. DESIGN VALUES AND

BEARING MATERIALS SHALL BE VERIFIED AND APPROVED BY A QUALIFIED LICENSED

GEOTECHNICAL ENGINEER.

B. ALL FOUNDATIONS ARE DESIGNED WITH AND SHALL HAVE FORMED SIDES.

C. FOUNDATION REINFORCING SHALL BE SUPPORTED FROM ABOVE OR FROM BELOW WITH 3

INCH BAR SUPPORTS AT 4 FEET ON CENTER (MAX.) WHILE DEPOSITING CONCRETE IN FORMS.

D. MOISTURE CONTENT AND COMPACTION IN FOUNDATION EXCAVATIONS SHALL BE MAINTAINED

UNTIL FOUNDATIONS ARE PLACED. FOUNDATIONS SHALL BE POURED AS SOON AS PRACTICAL

AFTER EXCAVATIONS ARE COMPLETED.

4. THE DESIGN MODULUS OF SUBGRADE REACTION (k) IS 130 PCI FOR BUILDING CONCRETE SLABS-

ON-GRADE BEARING ON COMPACTED SUBGRADE SOILS.

5. DRILLED PIER FOUNDATIONS -

A. DRILLED PIER FOUNDATIONS ARE DESIGNED BASED ON AN ALLOWABLE END BEARING

PRESSURE (NET) OF 12,000 PSF AND AN ALLOWABLE SIDE FRICTION OF 1,000 PSF FOR

COMPRESSION AND 700 PSF FOR UPLIFT RESISTANCE FOR THE PORTION OF THE PIER IN

DIRECT CONTACT WITH THE WEATHERED MUDSTONE UNIT (ROCK). DRILLED PIER

FOUNDATIONS ARE TO PENETRATE A MINIMUM OF 5 FEET INTO ROCK. DESIGN VALUES,

BEARING MATERIAL AND STRATA SHALL BE FIELD VERIFIED AND APPROVED BY THE

CONTRACTOR’S QUALIFIED LICENSED GEOTECHNICAL ENGINEER.

B. BID DEPTH FOR THE BOTTOM OF DRILLED PIER FOUNDATIONS SHALL BE AT ELEVATION 1274.90

FEET (5.0 FEET MINIMUM EMBEDMENT) BASED ON AN AVERAGE TOP OF WEATHERED

MUDSTONE UNIT (ROCK) ELEVATION OF 1279.90 FEET AS INDICATED IN THE SUBSURFACE

EXPLORATION BORINGS. BOTTOM OF DRILLED PIER ELEVATION AND BEARING STRATA IS

APPROXIMATE, ACTUAL BEARING ELEVATION SHALL BE FIELD VERIFIED AND APPROVED BY A

QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND THE CONTRACTING OFFICER AT THE

TIME OF CONSTRUCTION. SEE SPECIFICATION FOR UNIT PRICE ADD/DEDUCT FORMS.

C. THE SUBSURFACE GEOTECHNICAL INVESTIGATION INDICATES THAT TEMPORARY CASINGS

MAY BE REQUIRED WHILE CONSTRUCTING DRILLED PIER FOUNDATIONS.

D. DRILLED PIER FOUNDATION NOTES -

1. REMOVE FROM BOTTOM OF DRILLED PIER FOUNDATION EXCAVATIONS, LOOSE MATERIAL

OR FREE WATER IN QUANTITIES SUFFICIENT TO CAUSE SETTLEMENT OR AFFECT

CONCRETE STRENGTH AS DETERMINED BY A LICENSED GEOTECHNICAL ENGINEER.

EXCAVATE BOTTOMS OF DRILLED PIER FOUNDATION EXCAVATIONS TO A LEVEL PLANE.

2. TO FACILITATE CONCRETE PLACEMENT, THE CAGE OF STEEL REINFORCEMENT FOR

DRILLED PIER FOUNDATIONS SHALL BE CIRCULAR.

3. PLACE CONCRETE FOR DRILLED PIER FOUNDATIONS IN ONE CONTINUOUS OPERATION.

4. PLACEMENT OF CONCRETE FOR DRILLED PIER FOUNDATIONS SHALL BEGIN AS SOON AS

PRACTICAL AFTER EXCAVATION, INSPECTION, AND APPROVAL OF THE DRILLED PIER

FOUNDATION EXCAVATION AND REINFORCING. DRILLED PIER FOUNDATION EXCAVATIONS

SHALL NOT BE ALLOWED TO REMAIN OPEN FOR MORE THAN EIGHT HOURS. IN NO EVENT

SHALL A DRILLED PIER FOUNDATION EXCAVATION REMAIN OPEN OVERNIGHT.

E. REINFORCING FOR ALL DRILLED PIER FOUNDATIONS SHALL BE SUPPORTED FROM ABOVE OR

WITH BOTTOM BOLSTERS WHILE DEPOSITING CONCRETE IN THE EXCAVATION OR FORMS. SIDE

SPACERS SHALL BE USED TO CENTER AND ALIGN THE REINFORCING CAGE WITHIN THE

DRILLED PIER FOUNDATION EXCAVATION. REINFORCING FOR GRADE BEAM FOUNDATIONS

SHALL BE SUPPORTED FROM ABOVE WHILE DEPOSITING CONCRETE IN FORMS.

F. ALL DRILLED PIER FOUNDATION CAPS/PEDESTALS ARE DESIGNED WITH AND SHALL HAVE

FORMED SIDES. EARTH FORMED SIDES OF PIER CAPS/PEDESTALS SHALL NOT EXTEND

BEYOND THE SURFACE OF THE VOID FORMS.

G. PROVIDE 6 INCH CARTON FORMS (VOIDS) BENEATH ALL DRILLED PIER FOUNDATION

CAPS/PEDESTALS.

4. FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING -

A. ALL EXTERIOR CORNERS AND EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4 INCH

INSIDE FORMS OR TOOLED TO 3/8 INCH RADIUS ON SLABS UNLESS NOTED OTHERWISE.

B. SLABS-ON-GRADE SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS (SAWED JOINTS)

LOCATED AS SHOWN ON THE DRAWINGS. SHOULD THE CONTRACTOR DESIRE TO DEVIATE

FROM THE SLAB ON GRADE JOINT LAYOUT SHOWN, THE CONTRACTOR SHALL SUBMIT AN

ALTERNATE JOINT LAYOUT AS PART OF THE REQUIRED SLAB-ON-GRADE CONCRETE

PLACEMENT, JOINTING, AND CURING PLAN REQUIRED BY GENERAL STRUCTURAL NOTE C.6.

THE ALTERNATE JOINT LAYOUT AND SPACING SHALL BE IN ACCORDANCE WITH THE

RECOMMENDATIONS OF ACI 302.1R “GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION”,

LATEST EDITION. THE CONTRACTOR SHALL LOCATE AND DIMENSION ALL SLAB-ON-GRADE

JOINTS ON THE STEEL REINFORCEMENT SHOP DRAWINGS.

C. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318. WHERE NECESSARY,

VERTICAL CONSTRUCTION JOINTS IN STRUCTURAL MEMBERS SHALL BE LOCATED WITHIN THE

CENTER ONE-THIRD OF THE SPAN. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND

PURPOSELY ROUGHENED TO 1/4 INCH AMPLITUDE AND COATED WITH AN APPROVED EPOXY

BONDING AGENT PRIOR TO PLACING ADJACENT CONCRETE. CONSTRUCTION JOINTS IN

EXPOSED CONCRETE SHALL HAVE A MAXIMUM SPACING OF 50 FEET. NO HORIZONTAL

CONSTRUCTION JOINTS WILL BE PERMITTED IN CONCRETE FOUNDATIONS UNLESS

SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED BY THE ARCHITECT AND

STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FORMING, TEMPORARY

BRACING, AND SHORING.

E. NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. CONDUITS AND PIPING RUNNING

HORIZONTALLY SHALL NOT BE EMBEDDED IN CONCRETE FOUNDATIONS. VERTICAL

PENETRATIONS THRU FOUNDATIONS SHALL BE SLEEVED OR FORMED ONLY. CORE DRILLING

WILL NOT BE ALLOWED. ALL SLEEVED PENETRATIONS SHALL BE COORDINATED BY THE

CONTRACTOR AND LOCATED AND DIMENSIONED ON THE STEEL REINFORCEMENT DRAWINGS.

THE NUMBER AND SPACING OF ADJACENT SLEEVES SHALL BE COORDINATED WITH THE

STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION TO PREVENT ANY IMPACT ON

STRUCTURAL CAPACITY OR PERFORMANCE.

5. CURING FOR CONCRETE SURFACES NOT IN CONTACT WITH FORMS. ONE OF THE FOLLOWING

PROCEDURES SHALL BE APPLIED IMMEDIATELY AFTER COMPLETION OF PLACEMENT AND

FINISHING. ALL CONCRETE SLABS-ON-GRADE SHALL BE CURED USING MOISTURE RETAINING

MATERIAL INDICATED IN ITEM “A” BELOW.

A. APPLICATION OF MOISTURE RETAINING CURING MATERIALS CONSISTING OF BURLAP BACKED

WHITE WATERPROOF SHEET MATERIALS, CONFORMING TO ASTM C171 "STANDARD

SPECIFICATION FOR SHEET MATERIALS FOR CURING CONCRETE". CURING SHALL BE

CONTINUED AT LEAST 7 DAYS.

B. APPLICATION OF A CURING COMPOUND CONFORMING TO ASTM C309 "STANDARD

SPECIFICATION FOR LIQUID MEMBRANE_FORMING COMPOUNDS FOR CURING CONCRETE". THE

COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE

MANUFACTURER IMMEDIATELY AFTER ANY WATER SHEEN WHICH MAY DEVELOP AFTER

FINISHING HAS DISAPPEARED FROM THE CONCRETE SURFACE. IT SHALL NOT BE USED ON ANY

SURFACE AGAINST WHICH ADDITIONAL CONCRETE OR SUBSEQUENTLY APPLIED FINISH

MATERIAL OF SYSTEM IS TO BE BONDED UNLESS IT IS PROVEN THAT THE CURING COMPOUND

WILL NOT PREVENT PROPER BOND, OR UNLESS POSITIVE MEASURES ARE TAKEN TO REMOVE

IT COMPLETELY FROM AREAS TO RECEIVE BONDED APPLICATIONS. CURING SHALL BE

CONTINUED AT LEAST 7 DAYS.

C. APPLICATION OF ABSORPTIVE MATS OR FABRIC KEPT CONTINUOUSLY MOIST.

6. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, A CONCRETE PLACEMENT, JOINTING, AND CURING PLAN 28 DAYS PRIOR TO BEGINNING ANY CONCRETE CONSTRUCTION. THE PLAN

SHALL INCLUDE AS A MINIMUM THE LOCATION, SEQUENCE, AND SCHEDULE FOR EACH CONCRETE PLACEMENT. THE CONCRETE JOINTING LOCATIONS, TYPE, AND MATERIALS SHALL BE IDENTIFIED

AND COORDINATED WITH THE PLACEMENT PLAN AND THE CONCRETE CURING MATERIALS AND

DURATIONS SHALL BE IDENTIFIED AND COORDINATED WITH THE PLACEMENT AND JOINTING PLANS.

7. ALL INTERIOR CONCRETE SLABS-ON-GRADE SHALL RECEIVE A STEEL TROWEL FINISH UNLESS

NOTED OTHERWISE, SPECIFIED, OR REQUIRED BY A SUBSEQUENT FLOOR FINISH SYSTEM OR

MATERIAL.

8. CANOPY FOUNDATIONS ARE CONSIDERED PRELIMINARY UNTIL CANOPY COLUMN REACTIONS AND

ANCHOR ROD PLANS HAVE BEEN SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER OF

RECORD. FINAL FOUNDATIONS WILL BE ISSUED FOR CONSTRUCTION AFTER COORDINATION WITH

THE CANOPY FRAMING SYSTEM REACTIONS AND ANCHOR ROD PLANS. FINAL FOUNDATION

DRAWINGS SHALL BE INCORPORATED INTO THE STEEL REINFORCEMENT SHOP DRAWINGS PRIOR

TO REVIEW.

1. ALL STRUCTURAL CAST-IN-PLACE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE “BUILDING CODE” AND ACI 318-14 “BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE AND COMMENTARY”.

2. CONCRETE REQUIREMENTS -

A. CONCRETE FOR THE STRUCTURES INDICATED ON THE CONTRACT DOCUMENTS HAS BEEN

ASSIGNED THE FOLLOWING EXPOSURE CLASSES IN ACCORDANCE WITH ACI 318, SECTION

19.3.1 -

LOCATION EXPOSURE CLASSES

EXTERIOR FOUNDATIONS F2,S0,W0,C1

DRILLED PIER FOUNDATIONS F0,S0,W0,C0

BASED ON THE EXPOSURE CLASSES ASSIGNED, CONCRETE MIXTURES SHALL COMPLY WITH

THE MOST RESTRICTIVE REQUIREMENTS ACCORDING TO ACI 318, TABLE 19.3.2.1.

B. CAST-IN-PLACE CONCRETE 28-DAY SPECIFIED COMPRESSIVE STRENGTHS AND PROPERTIES -

LOCATION

MIN. f’c

(PSI)

UNIT

WEIGHT

(PCF)

MAX.

W/C

RATIO

AIR ENT

EXTERIOR FOUNDATIONS 4500 145±5 0.45 6±1.5

DRILLED PIER FOUNDATIONS 4000 145±5 0.50 N.R.

C. PROVIDE TYPE I PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150.

D. FLY ASH AND NATURAL POZZOLAN USED AS ADMIXTURES SHALL CONFORM TO ASTM C618.

E. PROVIDE CONCRETE AGGREGATES CONFORMING TO ASTM C33 FOR NORMAL-WEIGHT

CONCRETE.

PROVIDE CONCRETE AGGREGATES CONFORMING TO ASTM C330 FOR LIGHT-WEIGHT

CONCRETE.

F. WATER USED IN MIXING CONCRETE SHALL BE POTABLE AND CONFORM TO ASTM C1602.

G. AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260.

H. THE USE OF CALCIUM CHLORIDE, ADMIXTURES CONTAINING CHLORIDES AND OTHER CHLORIDE

CONTAINING AGENTS IN CAST-IN-PLACE STRUCTURAL CONCRETE IS PROHIBITED.

I. CONCRETE ADMIXTURES CONTAINING CHLORIDE SALTS OR OTHER SUBSTANCES THAT ARE

CORROSIVE OR OTHERWISE DELETERIOUS TO THE STEEL REINFORCING, STEEL DECK AND

EMBEDDED ITEMS ARE PROHIBITED.

J. CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318,

LISTED BELOW, UNLESS NOTED OTHERWISE.

LOCATION CLEAR COVER (IN.)

CAST AGAINST AND PERMANENTLY EXPOSED TO

EARTH

EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2

EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1-1/2

SLABS, WALLS, JOISTS NOT EXPOSED TO WEATHER 3/4

BEAMS AND COLUMNS NOT EXPOSED TO WEATHER 1-1/2

3. CONCRETE REINFORCING SHALL MEET THE FOLLOWING -

A. STEEL REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60.

STEEL REINFORCING BARS REQUIRED TO BE WELDED SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A706 GRADE 60. WELDING OF STEEL REINFORCING BARS SHALL BE

IN ACCORDANCE WITH AWS D1.4-11 “STRUCTURAL WELDING CODE — REINFORCING STEEL

INCLUDING METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION”.

WELDING OF REINFORCING OTHER THAN SPECIFIED IS PROHIBITED. STEEL REINFORCEMENT

SHOP DRAWINGS SHALL CLEARLY DENOTE ALL WELDING REQUIREMENTS FOR REVIEW AND

APPROVAL.

B. ALL REINFORCING SHALL BE CONTINUOUS UNLESS NOTED OR INDICATED OTHERWISE. LAP

SPLICES AND EMBEDMENT LENGTHS FOR REINFORCING SHALL BE IN ACCORDANCE WITH THE

“REINFORCEMENT SPLICE AND EMBEDMENT SCHEDULE” AND THE “ACI STANDARD 90- AND 180-

DEGREE HOOK REINFORCEMENT EMBEDMENT SCHEDULE” UNLESS NOTED OTHERWISE.

WHERE REINFORCING BARS OF DIFFERENT SIZES LAP, PROVIDE A LAP SPLICE LENGTH FOR

THE LARGER REINFORCING BAR SIZE.

C. PROVIDE CORNER BARS IN OUTSIDE FACE OF ALL GRADE BEAMS AND WALLS EQUAL IN SIZE

AND SPACING TO MAIN HORIZONTAL REINFORCING. EXTEND INSIDE FACE REINFORCING OF

ALL GRADE BEAMS AND WALLS TO THE OUTSIDE FACE AND BEND TO A STANDARD 90 DEGREE

HOOK UNLESS NOTED OTHERWISE.

D. PROVIDE 2-#5 EACH SIDE OF EACH OPENING THROUGH WALLS OR SLABS UNLESS NOTED

OTHERWISE. REINFORCING BARS SHALL EXTEND 24 INCHES PAST THE OPENING.

E. STEEL REINFORCEMENT SHOP DRAWINGS SHALL BE SUBMITTED WITH REINFORCING STEEL

DETAILED IN ACCORDANCE WITH ACI PUBLICATION SP-66(04) “ACI DETAILING MANUAL — 2004”.

F. ALL STEEL REINFORCEMENT SHOWN TO HAVE A 90 DEGREE LEG SHALL CONFORM TO THE

REQUIREMENTS OF A STANDARD ACI 90 DEGREE HOOK UNLESS NOTED OTHERWISE.

No. Date Description Issued by Issued to

0 12/14/2022 ISSUED FOR BIDS DPS FAA

1. “BUILDING CODE” - “INTERNATIONAL BUILDING CODE 2015” (IBC 2015) AS SUPPLEMENTED BY ASCE 7 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES” (2010) INCLUDING OKLAHOMA

CITY SUPPLEMENTS.

2. LIVE LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

LOCATION

MINIMUM

UNIFORMLY

DISTRIB. LIVE

LOAD

MINIMUM

CONCENTRATED

LIVE LOAD

GUARD HOUSE 100 PSF 2000 LB.**

ROOFS (MINIMUM — NOT REDUCIBLE) 20 PSF* 300 LB.**

* LIVE LOADS MODIFIED IN ACCORDANCE WITH OKLAHOMA CITY SUPPLEMENTS

** UNLESS OTHERWISE SPECIFIED, THE INDICATED MINIMUM CONCENTRATED LIVE LOADS

ASSUMED TO BE UNIFORMLY DISTRIBUTED OVER AN AREA OF 2.5 FEET BY 2.5 FEET AND LOCATED

SO AS TO PRODUCE THE MAXIMUM LOAD EFFECTS IN THE STRUCTURAL MEMBERS. THE 300 LB.

MINIMUM CONCENTRATED LIVE LOAD ON STAIR TREADS APPLIED ON AN AREA OF 2 INCHES BY 2

INCHES.

3. SNOW LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

SNOW LOAD PARAMETERS

GROUND SNOW LOAD Pg = 10 PSF (IBC 2015, FIG. 1608.2)

TERRAIN CATEGORY C

(ASCE 7, SECTION 26.7.3, EXPOSURE

SNOW EXPOSURE FACTOR Ce = 1.1

(ASCE 7, TABLE 7.2, PARTIALLY

EXPOSED)

SNOW THERMAL FACTOR Ct = 1.0

(ASCE 7, TABLE 7.3, ALL STRUCTURES

UNO)

RISK CATEGORY II (IBC 2015, TABLE 1604.5)

SNOW IMPORTANCE FACTOR Is = 1.0 (ASCE 7, TABLE 1.5-2)

FLAT ROOF SNOW LOAD Pf = 7 PSF (ASCE 7, SECTION 7.3)

MINIMUM ROOF SNOW LOAD Pm = 10 PSF (ASCE 7, SECTION 7.3.4)

MAXIMUM DRIFT SURCHARGE

LOAD

Pd = 11.1 PSF (ASCE 7, SECTIONS 7.7 & 7.8)

WIDTH OF SNOW DRIFT w = 3 FT. (ASCE 7, SECTIONS 7.7 & 7.8)

RAIN-ON-SNOW SURCHARGE

LOAD

0 PSF (ASCE 7, SECTION 7.10)

4. WIND LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

WIND LOAD PARAMETERS

RISK CATEGORY II (IBC 2015, TABLE 1604.5)

ULTIMATE DESIGN WIND SPEED

Vult = 115

MPH

(IBC 2015, FIG 1609.3)

NOMINAL DESIGN WIND SPEED

Vasd = 89

MPH

(IBC 2015, TABLE 1609.3.1)

WIND EXPOSURE CATEGORY C (IBC 2015, SECTION 1609.4)

INTERNAL PRESSURE COEFFICIENT

GCpi = +/-0.18

(ASCE 7, TABLE 26.11-1, ENCLOSED

BLDG.)

COMPONENTS AND CLADDING - SEE COMPONENTS AND CLADDING WIND LOAD DIAGRAMS FOR

COMPONENTS AND CLADDING DESIGN WIND LOAD PRESSURES.

5. SEISMIC LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

DESCRIPTION OF THE STRUCTURE AND LATERAL FORCE RESISTING SYSTEM: ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED STRUCTURE IS PROVIDED BY A

STRUCTURAL STEEL CANTILEVERED COLUMN SYSTEM IN EACH ORTHOGONAL DIRECTION. THE

STEEL ROOF DECK SERVES AS A HORIZONTAL DIAPHRAGM THAT DISTRIBUTES THE LATERAL WIND

AND SEISMIC LOADS HORIZONTALLY TO THE CANTILEVER COLUMNS. THE CANTILEVER COLUMNS

CARRY THE APPLIED LOADS TO THE BUILDING FOUNDATIONS.

SEISMIC DESIGN PARAMETERS

RISK CATEGORY II (IBC 2015, TABLE 1604.5)

SEISMIC IMPORTANCE FACTOR IE = 1.0 (ASCE 7, TABLE 1.5-2)

MAPPED SPECTRAL RESPONSE ACCELERATION

AT SHORT PERIOD

SS = 0.28g

MAPPED SPECTRAL RESPONSE ACCELERATION.

AT A PERIOD OF 1 SECOND

S1 = 0.08g

SITE CLASSIFICATION CLASS D*

DESIGN SPECTRAL RESPONSE ACCELERATION

A…

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