Attachment_2-FTEV_15-1005_-_SOF_Addition_to_14_WPS_Bldg_91048_-_100_Drawings.pdf

PDF 7 MB Posted Jul 5, 2016

Attached to: Add/Alter 14 WPS
Solicitation number: FA4417-16-R-0018
Issued by: Department of the Air Force Special Operations Command

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Attachment 2- Drawings

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File	Type	Posted
East_Wall_2.pdf	PDF	Jul 27, 2016
Server_Room.pdf	PDF	Jul 27, 2016
East_wall_looking_South.pdf	PDF	Jul 27, 2016
Restroom_Floor.pdf	PDF	Jul 27, 2016
Restroom.pdf	PDF	Jul 27, 2016
Resroom_ceiling.pdf	PDF	Jul 27, 2016
East_Wall_3.pdf	PDF	Jul 27, 2016
East_Door.pdf	PDF	Jul 27, 2016
Hall.pdf	PDF	Jul 27, 2016
Server_Room_2.pdf	PDF	Jul 27, 2016
East_Wall_4.pdf	PDF	Jul 27, 2016
East_Wall_6.pdf	PDF	Jul 27, 2016
Electrical_Panel.pdf	PDF	Jul 27, 2016
South_East_Corner.pdf	PDF	Jul 27, 2016
East_Wall_5.pdf	PDF	Jul 27, 2016
RFI_for_FA4417-16-R-0018-Questions_and_Answers.docx	DOCX document	Jul 27, 2016
Site_Visit_Sign_in_and_minutes.pdf	PDF	Jul 21, 2016
Attachment_6_-_Additional_Contractor_Information.pdf	PDF	Jul 5, 2016
FA4417-16-R-0018.pdf	PDF	Jul 5, 2016
Attachment_1-FTEV_15-1005_-_SOF_Addition_to_Bldg_91048_-_100_Specifications.pdf	PDF	Jul 5, 2016
Attachment_5_-_Financial_Reference_Sheet.docx	DOCX document	Jul 5, 2016
Attachment_3-Wage_Determination_FL_160029.pdf	PDF	Jul 5, 2016
Attachment_4_-_Past_Present_Performance_Questionnaire_Template.docx	DOCX document	Jul 5, 2016

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PENSACOLA

40 MILES

GULF OF MEXICO

SANTA ROSA ISLAND

ESTHER

MARY

FORT WALTON

BEACH

HURLBURT

FIELD

EGLIN AIR FORCE BASE

REGION

N O

-SO

U N

W AY 9,600' x 150' N

02º55’25.108”W

TAXIWAY A

TAXIWAY B

TAXIWAY C

TAXIWAY F

TAXIWAY E

TAXIW

AY D

TAXIW

AY D

TAXIWAY C

PAR

ALLEL TAXIW

Let ourneau C ir cle

Le to ur ne au C irc le

Fo xx

A ve nu e

Tully Street

Sim pson Avenue

Tully Street

Red Horse Road

Tupelo Circle

Bakke Street

M ay o St re et

Bakke Street

Red Horse Road

Grimm Lane

Hume Drive

Bland Street

Galvan Street

Hume Drive

Lewis Drive

Hodges Street

Walters Drive

Acha Drive

O 'N ei l A ve nu e

Independence Road

US98

C ody Avenue

Purcell Drive

Ca m pa ig ne S tre et

Whitbeck Street

Gelshlager Street

Clark Road

Hume Drive

Schmauss Lane

W ea ve r A ve nu e

US98

McMillan Street

Corlew Road

W alkup W ay

Independence Road

Bedel Street

Be nn et t A ve nu e

Frazier Street

C ru z Av en ue

Red Horse Road

C ru z Av en ue

Bennett A venue

Tully Street

Tu lly

S tre et

Bedel Street

Westfa ll Circle

Hamby Place

Red H ors e R oa d

Tully Street

Lukasik Avenue

Cod y A ve nu e

Ke rw oo d

R oa d

US98

Lielmanis Avenue

Howie Walters Way

US98

M ain te na nc e

Ha ul

R oa

Tully Street

US98

Hartson Street

McClean Street

Te rry

A ve nu e

Independence Road

Mitchell Road

Bartley Street

Downs Road

W alkup W ay

Kissam Street

Ke rw oo d

R oa d

US98

I A

N P

L O

M M

F O

R C

L O

O N

S C

O M

M A

N D

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P'D

P E

L O

P E

R A

N S

E N

E E

R S

Q U

A D

R O

N H

U R

R T

D , F

(2 4"

C O

S H

T O

FTEV 15-1005

91048

C. A. MOFFETT

M. FAWZY

24 MAY 2016

INDEX OF DRAWINGS

Sheet Number SHEET NAME

SUBMITTAL

DATE

GENERAL

G1 COVER SHEET 05/24/16

G2 SYMBOLS AND ABBREVATIONS 05/24/16

G3 LIFE SAFETY PLAN & CODE ANALYSIS 05/24/16

CIVIL

V1 TOPOGRAPHY SURVEY 05/24/16

C1 EXISTING OVERALL SITE PLAN 05/24/16

C2 EXISTING SITE DEMOLITION & EROSION CONTROL PLAN 05/24/16

C3 SITE LAYOUT AND DIMENSION PLAN 05/24/16

C4 UTILITY, GRADING & DRAINAGE PLAN 05/24/16

DEMOLITION

D1 DEMOLITION FLOOR PLAN AND ELEVATION 05/24/16

STRUCTURAL

S1 GENERAL NOTES 05/24/16

S2 GENERAL NOTES & WIND LOAD DIAGRAMS 05/24/16

S3 FOUNDATION AND SLAB-ON-GRADE PLAN 05/24/16

S4 ROOF FRAMING PLAN 05/24/16

S5 WALL SECTIONS & DETAILS 05/24/16

S6 WALL SECTIONS & DETAILS 05/24/16

S7 TYPICAL SECTIONS & DETAILS 05/24/16

ARCHITECTURAL

A1 OVERALL FLOOR PLAN, SEQUENCING AND SIGNAGE PLAN 05/24/16

A2 ENLARGED NEW WORK FLOOR PLAN - ADDITION 05/24/16

A3 ENLARGED NEW WORK FLOOR PLAN - RESTROOMS 05/24/16

A4 NEW WORK RCP 05/24/16

A5 NEW WORK ROOF PLAN 05/24/16

A6 EXTERIOR ELEVATIONS 05/24/16

A7 BUILDING SECTIONS 05/24/16

A8 WALL SECTIONS 05/24/16

A9 WALL TYPES AND DOOR DETAILS 05/24/16

A10 DETAILS 05/24/16

A11 ROOF DETAILS 05/24/16

A12 DOOR TYPES, DOOR SCHEDULE AND FINISH SCHEDULE 05/24/16

FIRE PROTECTION

FA1 OVERALL NEW WORK FIRE ALARM PLAN 05/24/16

FA2 FIRE ALARM SCHEDULES AND DETAILS 05/24/16

FP0 FIRE PROTECTION LEGEND 05/24/16

FP1 FIRE PROTECTION EXISTING PLAN 05/24/16

FP2 FIRE PROTECTION NEW WORK PLAN 05/24/16

PLUMBING

P0 PLUMBING LEGEND 05/24/16

P1 PLUMBING OVERALL NEW WORK PLAN 05/24/16

P2 PLUMBING ENLARGED FLOOR PLANS 05/24/16

P3 PLUMBING RISER DIAGRAMS 05/24/16

P4 PLUMBING DETAILS 05/24/16

MECHANICAL

M0 MECHANICAL LEGEND 05/24/16

M1 MECHANICAL SCHEDULES 05/24/16

M2 MECHANICAL DEMO PLAN 05/24/16

M3 PIPING DEMO PLAN 05/24/16

M4 MECHANICAL NEW WORK PLAN 05/24/16

M5 PIPING NEW WORK PLAN 05/24/16

M6 PARTIAL MECHANICAL NEW WORK PLAN 05/24/16

M7 ENLARGED MECHANICAL ROOM 05/24/16

M8 MECHANICAL SECTIONS 05/24/16

M9 MECHANICAL DETAILS 05/24/16

M10 MECHANICAL DETAILS 05/24/16

M11 MECHANICAL DETAILS 05/24/16

M12 MECHANICAL CONTROLS 05/24/16

ELECTRICAL

E1 ELECTRICAL LEGEND AND NOTES 05/24/16

E2 ELECTRICAL OVERALL DEMOLITION PLAN 05/24/16

E3 OVERALL NEW WORK POWER PLAN 05/24/16

E4 NEW WORK ELECTRICAL PLAN 05/24/16

E5 ELECTRICAL DETAILS 05/24/16

E6 ELECTRICAL SCHEDULES 05/24/16

E7 ELECTRICAL LIGHTING CALCULATIONS 05/24/16

E8 ELECTRICAL LIGHTNING PROTECTION PLAN 05/24/16

TELECOMMUNICATIONS

T1 TELECOMMUNICATION LEGEND AND NOTES 05/24/16

T2 OVERALL NEW WORK TELECOMMUNICATION PLAN 05/24/16

T3 NEW WORK TELECOMMUNICATION PLAN 05/24/16

T4 TELECOMMUNICATION DETAILS 05/24/16

T5 TELECOMMUNICATION DETAILS 05/24/16

T6 TELECOMMUNICATION DETAILS 05/24/16

T7 TELECOMMUNICATION SINGLE LINE DIAGRAMS 05/24/16

PROJECT

LOCATION

PROJECT

LOCATION

SOF ADD TO 14 WPS

BUILDING 91048

FTEV 15-1005

90353

VICINITY MAP

SCALE: 1" = 1000'

REGIONAL MAP

SCALE: N.T.S.

AREA MAP

SCALE: N.T.S.

ARCHITECT

CALDWELL ASSOCIATES ARCHITECTS, INC

H. MILLER CALDWELL, JR., RA

116 NORTH TARRAGONA STREET

PENSACOLA, FLORIDA 32501

(850) 439-6576 phone

(850) 438-6537 fax

P R O J E C T T E A M

FIRE PROTECTION/PLUMBING/MECHANICAL

SCHMIDT CONSULTING GROUP

JOE JONES, PE

901 W. GARDEN STREET

PENSACOLA, FLORIDA 32502

(850) 438-0050 phone

(850) 452-8631 fax

ELECTRICAL/FIRE ALARM/TELECOMM

SCHMIDT CONSULTING GROUP

TODD NICHOLSON, PE

901 W. GARDEN STREET

PENSACOLA, FLORIDA 32502

(850) 438-0050 phone

(850) 452-8631 fax

CIVIL

REBOL-BATTLE INC.

PAUL BATTLE, PE

2301 N. 9TH AVENUE, SUITE 300

PENSACOLA, FLORIDA 32502

(850) 438-0400 phone

STRUCTURAL

JOE DEREUIL ASSOCIATES, LLC

JOSH GREENWELL, PE

301 WEST CERVANTES STREET

PENSACOLA, FLORIDA 32502

(850) 429-1951 phone

S Y M B O L S L E G E N D

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION

ENLARGED CALLOUT

KEYNOTE

ROOM IDENTIFICATION; SEE ROOM

FINISH SCHEDULE

DOOR IDENTIFICATION; SEE DOOR

SCHEDULE

WINDOW OR LOUVER

IDENTIFICATION; SEE WINDOW

SCHEDULE

PARTITION TYPE; SEE WALL TYPE

SCHEDULE

ELEVATION

NORTH ARROW

REVISION SYMBOL AND BUBBLE

TITLE KEY

0'4'8' 8' 16'

A101

DETAIL NUMBER

GRAPHIC SCALE BAR

SHEET DRAWN ON

SHEET OF FIRST REFERENCE

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

DETAIL NUMBER

SHEET DRAWN ON

A101 A101 ---

EARTH/COMPACT FILL

CAST-IN-PLACE/PRECAST

CONCRETE

MORTAR/GROUT (SECTION)

GYPSUM BOARD (ELEVATION)

FINISH GRADE WOOD

NOMINAL DRESSED BLOCKING

SHIM/FILLER BLOCKING WITH

BACKER ROD AND SEALANT

CMU (IN SECTION)

RIGID INSULATION

BATT INSULATION

PLYWOOD

GYPSUM BOARD

M A T E R I A L L E G E N D

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ACOUS ACOUSTICAL

ADJ ADJUSTABLE

AL ALUMINUM

AB ANCHOR BOLT

APPROX APPROXIMATELY

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BOD BOTTOM OF DECK

CB CATCH BASIN

CDS CONCEALED DOWNSPOUT

CG CORNER GUARD

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CEM CEMENT

CLG CEILING

COL COLUMN

CONC CONCRETE

CONSTCONSTRUCTION

CONT CONTINUOUS

DBL DOUBLE

DTL DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DS DOWNSPOUT

DWGS DRAWINGS

EA EACH

EF EXHAUST FAN

EL ELEVATION

ELECT ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

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

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FND FOUNDATION

FFE FINISH FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FT FOOT

FTG FOOTING

FP FILLER PANEL

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

INSUL INSULATION

INT INTERIOR

JT JOINT

LAM LAMINATE

LAV LAVATORY

LT WT LIGHT WEIGHT

MO MASONRY OPENING

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MIN MINIMUM

OC ON CENTER

OH OPPOSITE HAND

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

OPNG OPENING

OVH OVERHANG

PT PLATE

PLYWD PLYWOOD

R RADIUS

RO ROUGH OPENING

REINF REINFORCED

REQD REQUIRED

RET RETAINING

RM ROOM

SC SCUPPER

SCHEDSCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FOOT

ST STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

TBB TILE BACKER BOARD

T&G TONGUE AND GROOVE

TO TOP OF

TOD TOP OF DECK

TOG TOP OF GRADE

TOS TOP OF SLAB

TOW TOP OF WALL

TEL TELEPHONE

TYP TYPICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WWF WELDED WIRE FABRIC

WD WOOD

XPT EPOXY PAINT

1. DO NOT SCALE DRAWINGS; REFERENCE DIMENSIONS

ON DRAWINGS AND FIELD VERIFY ALL MEASUREMENTS.

2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE

OF STUD, COLUMN CENTERLINE, OR FACE OF EXISTING

FINISH.

3. UNLESS NOTED OTHERWISE, PROVIDE CONTINUOUS 2x6 BLOCKING OR 18ga GALVANIZED METAL STRAPPING FOR

ALL HANDRAILS, GRAB BARS, OTHER ACCESSORIES,

FIXTURES, BRACKETS, GFCI ITEMS AND MISCELLANEOUS

SPECIALTIES.

4. ALL DISCREPANCIES OR CONFLICTING INFORMATION

BETWEEN EXISTING CONDITIONS, CONSTRUCTION

DRAWINGS, AND SPECIFICATIONS ARE TO BE BROUGHT

TO THE ATTENTION OF THE CONTRACTING OFFICER FOR

RESOLUTION BEFORE COMMITTING TO WORK

OUTLINED.

5. KEYNOTES ARE PAGE SPECIFIC AND NOT PROJECT WIDE

G E N E R A L N O T E S

BASE BID:

SCOPE OF WORK INCLUDES THE CONSTRUCTION OF AN

ADDITION TO THE EAST END OF THE EXISTING 14TH WPS,

BUILDING 91048. THE APPROX. 1,725 SF ADDITION WILL INCLUDE

A CLASSROOM WITH SEATING FOR (8) STUDENTS, AND AN

INSTRUCTOR WORKSTATION. IN ADDITION, (6) INSTRUCTOR

CUBICLE WORKSPACES WILL BE PROVIDED IN AN ADJACENT

OPEN OFFICE AREA. A MECHANICAL ROOM TO SUPPORT THE

ADDITION WILL ALSO BE CONSTRUCTED. CONSTRUCTION

SYSTEMS WILL INCLUDE CONCRETE SLAB-ON-GRADE,

STRUCTURAL STEEL FRAMING, LIGHT-GAUGE METAL STUD

PARTITIONS, CONCRETE MASONRY VENEER, STANDING SEAM

METAL ROOF, AND THE EXTENSION OF ALL OTHER EXISTING

INFRASTRUCTURE AND UTILITIES TO SUPPORT THE ADDITION.

BID OPTION 1:

BID OPTION SCOPE OF WORK INCLUDES THE RECONFIGURATION

OF EXISTING TOILET FACILITIES TO CREATE A SEPARATE UNISEX

TOILET.

SCOPE OF WORK

I A

N P

L O

M M

F O

R C

L O

O N

S C

O M

M A

N D

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P'D

P E

L O

P E

R A

N S

E N

E E

R S

Q U

A D

R O

N H

U R

R T

D , F

(2 4"

A N

D A

T O

FTEV 15-1005

91048

C. A. MOFFETT

M. FAWZY

24 MAY 2016

PATH OF EXIT TRAVEL

COMMON PATH OF TRAVEL

STORAGE OCCUPANCY (S-1)

BUSINESS OCCUPANCY (B)

EXIT SIGN

FIRE EXTINGUISHER IN CABINET

FIRE EXTINGUISHER SURFACE MOUNTED

FEC

L E G E N D

C O D E A N A L Y S I S

OCCUPANCY CLASSIFICATION

IBC 2012: B (BUSINESS)

CONSTRUCTION TYPE

IBC 2012: TYPE II B (2B), FULLY SPRINKLED

BUILDING AREA AND HEIGHT

EXISTING BUILDING AREA:

NEW ADDITION AREA:

TOTAL BUILDING AREA:

ALLOWABLE AREA (IBC TABLE 503)

-SINCE ACTUAL AREA IS LESS THAN ALLOWABLE, NO AREA OR

HEIGHT MODIFICATIONS ARE NECESSARY

ALLOWABLE BUILDING HEIGHT

12,270 SF

1,725 SF

13,995 SF

23,000 SF

3 STORIES

LIFE SAFETY INFORMATION

IBC TABLE 1004.1.2 MAX FLOOR AREA PER OCCUPANT:

13,995 SF / 100 SF GROSS / OCCUPANT = 140 OCCUPANTS

TOTAL BUILDING OCCUPANT LOAD: 140 OCCUPANTS

TOTAL WIDTH MEANS OF EGRESS:

DOORS: 32"

CORRIDORS: 44"

SEE PLAN FOR MEANS OF EGRESS WIDTH PROVIDED

EGRESS WIDTH REQUIRED

140 OCCUPANTS x 0.20" = 28" MIN REQUIRED DOORS: 4-36" WITH 34" MIN CLEAR WIDTH = 4x34" = 136"

PROVIDED;

CORRIDORS: 64" MIN. CLEAR WIDTH PROVIDED

COMPLIES WITH MIN. WIDTH REQUIRED

EXIT ACCESS DOORWAYS REQUIRED PER IBC 1015: 2

EXIT ACCESS DOORWAYS PROVIDED: 3

EXIT ACCESS TRAVEL DISTANCE: 200 FT

EXIT ACCESS COMMON PATH OF TRAVEL: 100 FT

MAXIMUM DEAD END CORRIDOR: 50 FT

SEE PLAN FOR TRAVEL DISTANCES PROVIDED

FIRE RESISTANCE

IBC TABLE 601 AND TABLE 602 FOR TYPE II B CONSTRUCTION:

PRIMARY STRUCTURAL FRAME: 0 hr

BEARING WALLS:

EXTERIOR BEARING: 0 hr INTERIOR BEARING: 0 hr

NONBEARING WALLS:

EXTERIOR: 0 hr (SEE BELOW) INTERIOR 0 hr

FLOOR CONSTRUCTION: 0 hr ROOF CONSTRUCTION: 0 hr

EXTERIOR WALL RATING BASED ON FIRE SEPARATION

DISTANCE FOR OCCUPANCY GROUP B

<5' SEPARATION 1 hr >5' to <10' SEPARATION 1 hr >10' to <30' SEPARATION 0 hr >30' SEPARATION 0 hr

NFPA 101 2012: BUSINESS

FIRE EXTINGUISHER DISTRIBUTION

NFPA 10 TABLE 6.2.1.1. FOR ORDINARY HAZARD:

MAXIMUM DISTANCE BETWEEN UNITS: 75'

MAXIMUM FLOOR AREA PER UNIT OF A: 1500 SF

EXTINGUISHERS PROVIDED IN ADDITION: (2) 4A-60 BC UNITS.

MECH.

CLASSROOM

CORR.

INTEL

E115

LIBRARY

E116

MISSION

PLANNING

E117

AC CLASS

E118

OPEN OFFICE

E111

MH CLASS

E119

SHOWER

E114MENS TOILET

ELEC

E112A

RED COMM

E112

OPEN OFFICE

MC CLASS

E120

AUX

CLASSROOM

E110

CONF

E108

STORAGE/ADV

SPT

E109

ADO

ACADEMICS

OFFICE

E106

OPS OFFICER

E105

COMMANDER

E104

MECH

E124

BOILER

E127

ELEC

E129

BLACK

COMM

E130

MULTIPURPOSE

ROOM

E131

RECP/ADMIN

E103

VESTIBULE

E101

WOMENS

E123

MENS

E122

CORR

E125

JAN

E132

OPS GROUP

E107

UNISEX

TOILET

177 ' TRAVEL DISTANCE

' T

BID OPTION 1

I A

N P

L O

M M

F O

R C

L O

O N

S C

O M

M A

N D

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P'D

P E

L O

P E

R A

N S

E N

E E

R S

Q U

A D

R O

N H

U R

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(2 4"

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FTEV 15-1005

91048

C. A. MOFFETT

M.FAWZY

24 MAY 2016

3 of 66TRUE

NORTH

PROJECT

NORTH 0'8'16' 16' 32'

1/8" = 1'-0"A6 G3

2 LIFE SAFETY PLAN

BLDG # 91048

ONE STORY BLOCK BUILDING

F.F.E. = 18.71

BLDG # 91058

ONE STORY BLOCK

F.F.E. = 19.31

BLDG # 91059

ONE STORY BLOCK

F.F.E. = 19.33

BLDG # 91045

TWO STORY BLOCK

US98

K e r w o o d

R o a d

99958

91059

91058

91024

91025

91052

91057

91047

91045

91048

K E

R W

O O

O A

U .S

. 9

T O

P O

G R

A P

H I C

U R

V E

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

(2 4"

FTEV 15-1005

GTP

PAB

24 MAY 2016

91048

OF 664

F.F.E. = 18.71

BLDG # 91058

ONE STORY BLOCK

F.F.E. = 19.31

BLDG # 91059

ONE STORY BLOCK

F.F.E. = 19.33

BLDG # 91045

TWO STORY BLOCK

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

(2 4"

FTEV 15-1005

GTP

PAB

24 MAY 2016

91048

OF 66

LEGEND

F.F.E. = 18.71

BLDG # 91058

ONE STORY BLOCK

F.F.E. = 19.31

BLDG # 91059

ONE STORY BLOCK

F.F.E. = 19.33

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

(2 4"

FTEV 15-1005

GTP

PAB

24 MAY 2016

91048

OF 66

SILT FENCE DETAIL

STRAW BALE DETAIL

F.F.E. = 18.71

BLDG # 91058

ONE STORY BLOCK

F.F.E. = 19.31

BLDG # 91059

ONE STORY BLOCK

F.F.E. = 19.33

PROPOSED

BUILDING

ADDITION

F.F.E = 18.71

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

(2 4"

FTEV 15-1005

GTP

PAB

24 MAY 2016

91048

OF 66

LEGEND

SIDEWALK DETAIL

SIDEWALK / STOOP DETAIL AT BUILDING

SIDEWALK EXPANSION JOINT

F.F.E. = 18.71

BLDG # 91058

ONE STORY BLOCK

F.F.E. = 19.31

BLDG # 91059

ONE STORY BLOCK

F.F.E. = 19.33

PROPOSED

BUILDING

ADDITION

F.F.E = 18.71

DATE:

DRAWN BY:

BUILDING NO:

PROJECT NO:

SHEET REF:

SHEET NO:

L E

P' D

(2 4"

FTEV 15-1005

GTP

PAB

24 MAY 2016

91048

OF 66

CLEANOUT DETAIL

DDC

01-Floor 0"

Level 1 0' - 0" roof 12' - 5"

(BEYOND)

MC CLASS

E120

AUX

CLASSROOM

E110

CONF

E108

STORAGE/ADV

SPT

E109

ADO

ACADEMICS

OFFICE

E106OPS OFFICER

E105

COMMANDER

E104

MECH

E124

BOILER

E127

ELEC

E129

BLACK

COMM

E130

MULTIPURPOSE

ROOM

E131

OPEN OFFICE

E111

MH CLASS

E119

AC CLASS

E118 MISSION

PLANNING

E117

LIBRARY

E116

INTEL

E115 1

'-1

8 9

RED COMM

E112

ELEC

E112A

OPS GROUP

E107

RECP/ADMIN

E103

CORR

E125

WOMENS

E123

MENS

E122

8 14

BID OPTION 1

13 16

17 18

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

REMOVE EXISTING ACOUSTIC TILE

CEILING SYSTEM FOR EXTENSION OF

NEW SPRINKLER AND MECHANICAL

SYSTEMS. SAVE AND PROTECT FOR

LATER INSTALLATION. EXTENT OF

CEILING TILE REMOVAL TO BE

DETERMINED BY CONTRACTOR IN

FIELD. PROVIDE TEMPORARY

SUPPORT FOR LIGHT FIXTURES AND

HVAC DIFFUSERS AS REQUIRED

REMOVE EXISTING SUSPENDED

GYPSUM BOARD CEILING FOR

EXTENSION OF NEW SPRINKLER AND

MECHANICAL SYSTEMS. SALVAGE

EXISTING ACCESS PANELS FOR RE-USE

IN NEW CEILING. (BID OPTION 1)

L E G E N D

1. REMOVE EXISTING ACOUSTIC CEILING TILE FOR EXTENSION

OF BLACK COMMUNICATIONS SYSTEM AS INDICATED ON

DRAWING T-2 IN ROOMS E103,E107 AND E131. SAVE AND

PROTECT TILES FOR LATER INSTALLATION. EXTENT OF CEILING

TILE REMOVAL TO BE DETERMINED BY CONTRACTOR IN FIELD.

G E N E R A L N O T E S

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FTEV 15-1005

91048

C.A. MOFFETT

M.FAWZY

24 MAY 2016

9 of 66 3/16" = 1'-0"D1

1 WEST ELEVATION - DEMO

K E Y N O T E S

1 REMOVE FULL HEIGHT OF EXISTING CONCRETE

MASONRY VENEER AND VENEER TIES DOWN TO

FOUNDATION

2 REMOVE EXISTING CMU PILASTER. PROTECT

EXISTING ROOF DRAIN LINE TO REMAIN.

3 REMOVE EXISTING TOILET AND URINAL PARTITIONS

(BID OPTION 1).

4 REMOVE EXISTING URINAL (BID OPTION 1).

5 REMOVE EXISTING SINK WITH MIRROR AND

RELATED ACCESSORIES (BID OPTION 1).

6 REMOVE EXISTING FASCIA CONSTRUCTION;

INCLUDING FASCIA AND SOFFIT PANELS, FURRING,

SHEATHING AND METAL STUD FRAMING. BAR JOIST

"OUTRIGGER" EXTENSIONS TO REMAIN.

7 REMOVE EXISTING HOLLOW METAL DOOR AND

FRAME. COORDINATE TIMING OF WORK WITH

SEQUENCING INFORMATION ON SHEET A1

8 REMOVE EXISTING GYPSUM BOARD WITH CERAMIC

TILE WALL FINISH FOR NEW PLUMBING WORK (BID

OPTION 1).

9 REMOVE EXISTING GALVANIZED METAL STUD WALL

CONSTRUCTION WITH GYPSUM BOARD FINISH TO

CREATE NEW OPENING. REFRAME OPENING AS

REQUIRED.

10 REMOVE EXISTING GYPSUM BOARD FINISHED

GALVANIZED METAL STUD WALL CONSTRUCTION.

COORDINATE TIMING OF WORK WITH SEQUENCING

INFORMATION ON SHEET A1

11 SAW-CUT EXISTING FLOOR SLAB FOR NEW

PLUMBING; SEE PLUMBING DRAWINGS FOR

EXTENT. REMOVE EXISTING CERAMIC TILE FLOOR

FINISH THROUGHOUT (BID OPTION 1).

12 REMOVE AND REPLACE EXISTING SOFFIT

CONSTRUCTION, INCLUDING FRAMING, TO

FACILITATE TIE-IN OF NEW CONSTRUCTION, AND TO

ENSURE CONTINUITY OF JUNCTION BETWEEN

EXISTING TO NEW AIR/VAPOR BARRIER.

13 EXISTING CONSTRUCTION TO REMAIN; PROTECT

NEW TO EXISTING TIE-IN DURING CONSTRUCTION

TO MAINTAIN WEATHER TIGHTNESS AND BUILDING

SECURITY

14 RETAIN / PROTECT EXISITING PLUMBING ROUGH-IN

FOR NEW SINK, (BID OPTION 1).

15 REMOVE EXISTING STANDING SEAM METAL

ROOFING, AND A STRIP OF EXISTING ICE/WATER

SHIELD TO EXPOSE EXISTING WOOD EDGE

NAILERS. REMOVE EDGE NAILERS AND FASTENERS

WITHOUT DAMAGING THE EXISTING METAL ROOF

DECK, WITH SUPPORT STRUCTURE, WHICH SHALL

REMAIN IN PLACE.

16 EXISTING ROOF DRAIN LEADER TO REMAIN IN

PLACE; PROTECT DURING CONSTRUCTION

17 REMOVE EXISTING MIRROR WITH FRAME. SALVAGE

AND PROTECT FOR RE-USE (BID OPTION 1)

18 REMOVE EXISTING SURFACE MOUNTED PAPER

TOWEL DISPENSER AND TURN OVER TO

CONTRACTING OFFICER (BID OPTION 1)

19 REMOVE EXISTING SEMI-RECESSED PAPER TOWEL

DISPENSER/RECEPTACLE. SALVAGE AND PROTECT

FOR RE-USE (BID OPTION1)

1/8" = 1'-0"A6 D1

2 OVERALL FLOOR PLAN

TRUE

NORTH

PROJECT

NORTH 0'4'8' 8' 16'

0'2'4' 4' 8'

1.00 GENERAL NOTES

1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCY.

1.03 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OF CONSTRUCTION THAT THE NEW

STRUCTURE HAS ON THE EXISTING STRUCTURE.

1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS.

1.05 DESIGN CRITERIA:

THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

B. UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 1

C. UFC 3-310-04, SEISMIC DESIGN FOR BUILDINGS WITH CHANGE 1

D. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, INCLUDING CHANGE 1

E. INTERNATIONAL BUILDING CODE, 2015

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

G. ACI 318-11, BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES

H. ACI 360 R-06, DESIGN OF SLAB ON GRADES

I. AISC STEEL CONSTRUCTION MANUAL 14TH EDITION

1.06 DESIGN LOADS

A. DEAD LOADS:

1. MECHANICAL, ELECTRICAL, PLUMBING: 5 PSF

2. CEILINGS: 5 PSF

3. ROOF FRAMING: 20 PSF

B. LIVE LOADS: (MAY BE REDUCED PER CODE)

1. ROOFS: 20 PSF

2. SLAB-ON-GRADE: 100 PSF

C. WIND LOADS - STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7-10.

SEE WIND PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:

1. BASIC WIND SPEED (3-SEC GUST)

2. BUILDING RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT

5. COMPONENT & CLADDING WIND PRESSURES

D. EARTHQUAKE LOADS:

1. SEISMIC IMPORTANCE FACTOR (Ie): 1.0

2. RISK CATEGORY: II

3. SEISMIC DESIGN CATEGORY: B

4. MAPPED SPECTRAL RESPONSE ACCELERATIONS & PARAMETERS

Ss = 0.080g Sds = 0.085g S1 = 0.050g Sd1 = 0.080g

5. SITE CLASSIFICATION: D

6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: STEEL ORDINARY CONCENTRICALLY BRACED FRAMES

7. DESIGN BASE SHEAR: 3.4 KIPS

8. SEISMIC RESPONSE COEFFICIENT, Cs = .026

9. RESPONSE MODIFICATION FACTOR(S): 2.0

10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

REFER TO MEP DWGS FOR SEISMIC SUPPORT AND ATTACHMENT REQUIREMENTS FOR

CERTAIN MEP COMPONETS AS PER THE IBC.

1.07 SUBMITTALS:

A. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

2.00 FOUNDATIONS AND SLAB-ON-GRADE

2.01 THE DESIGN OF FOUNDATIONS, RETAINING WALLS AND SLAB ON GRADE IS BASED ON THE CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT BY NOVA ENGINEERING AND ENVIRONMENTAL, PENSACOLA, FLORIDA; FILE #8216008, DATED JANUARY 19, 2016. THE RECOMMENDATIONS OF THAT REPORT SHALL BE CONSIDERED AN INTEGRAL PART OF THE

CONTRACT DOCUMENTS.

2.02 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.

2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC. SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER. ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED TO DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THE

EXCAVATION OPERATION.

2.04 SIDES OF FOUNDATIONS SHALL BE FORMED. SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.

2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

2.06 DEWATER TO AT LEAST TWO FEET BELOW BOTTOM OF LOWEST FOUNDATION IF GROUNDWATER IS

ENCOUNTERED.

2.07 SLAB-ON-GRADE REQUIREMENTS:

A. THE SLAB-ON-GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, PLACED ON COMPACTED SUBGRADE, AND

REINFORCED WITH #3@12”.

B. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT. IN THE ABSENCE OF A GEOTECHNICAL REPORT, PROVIDE TYPE D FILL, 8 INCHES THICK BELOW THE BOTTOM OF THE FLOOR SLABS AND FOOTINGS COMPACTED TO 100% OF THE MAXIMUM MODIFIED PROCTOR DENSITY. DENSITY TESTS SHALL

BE TAKEN AT 1000 SF INTERVALS. SEE SPECIFICATIONS AND REPORT (IF AVAILABLE).

C. PROVIDE A CAPILLARY BREAK CONSISTING OF A COMPACTED 4” LAYER OF CLEAN #57 STONE OVER THE

COMPACTED SUBGRADE.

D. SEE SPECIFICATIONS FOR VAPOR RETARDER MATERIAL. VAPOR RETARDER SHALL CONFORM TO ASTM E1745, CLASS A, B, OR C AND BE A MINIMUM OF 15 MIL THICKNESS. THE VAPOR RETARDER SHOULD BE PLACED OVER THE PREPARED SUBGRADE. TO REDUCE THE POSSIBILITY OF PUNCTURE WHEN THE VAPOR RETARDER IS TO BE PLACED OVER A ROUGH GRANULAR FILL LAYER, PROVIDE A THIN LAYER OF APPROXIMATELY 1/2 INCH OF FINE-GRADED MATERIAL ROLLED OR COMPACTED OVER THE GRANULAR FILL LAYER PRIOR TO INSTALLATION OF THE VAPOR RETARDER. VAPOR RETARDER SHOULD BE OVERLAPPED 8 IN. AND TAPED AT THE JOINTS AND

CAREFULLY FITTED AROUND SERVICE OPENINGS.

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-05, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318-05, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.

DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL.

DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP

DRAWINGS ARE COMPLETED AND REVIEWED.

3.02 PLACE SAWN CONTROL JOINTS IN THE SLAB ON GRADE AT LOCATIONS INDICATED BY "S.C.J." SEE SPECS FOR SAW CUTTING CONTROL JOINTS UNDER THE HEADING "INTERIOR LONGITUDINAL CONTRACTION JOINT".

3.03 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING

MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

A. FOUNDATIONS 3500 PSI

B. SLAB-ON-GRADE 3500 PSI

ALL CONCRETE SHALL HAVE ENTRAINED AIR, U.N.O. CONCRETE MAY CONTAIN A PROPERLY DESIGNED

SUPERPLASTICIZER FOR WORKABILITY.

3.04 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

3.05 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE

CONTRACTOR'S.

3.06 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.07 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

3.08 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOT

PERMITTED.

3.09 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;

STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE.

DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

3.10 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER

ACI 318-05 PAR.7.7.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:

1. #6 THROUGH #18 BARS: 2"

2. #5 BARS AND SMALLER: 1-1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS: 1"

2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1-1/2"

3.11 DO NOT PLACE DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL

UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

3.12 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE

STRUCTURAL ENGINEER.

3.13 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A

REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)

3.14 FOR CONCRETE PADS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

4.00 STRUCTURAL STEEL, STEEL JOIST, STEEL DECK

4.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD, LATEST EDITION.

4.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION", LATEST EDITION. STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS.

DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

4.03 STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL SHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI, UNLESS NOTED OTHERWISE.

STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B. ANCHOR BOLTS SHALL

CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

4.04 BOLTS SHALL CONFORM TO ASTM A325, 3/4-INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE.

BOLTS IN BEARING CONNECTIONS SHALL BE DESIGNATED TYPE N, TENSIONED, SNUG-TIGHT AS DEFINED BY AISC. BOLTS IN MOMENT CONNECTIONS AND IN TRUSSES SHALL BE DESIGNATED SLIP-CRITICAL (SC). FULLY TENSION SLIP-CRITICAL CONNECTIONS WITH DIRECT TENSION INDICATOR WASHERS INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION.

4.05 USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS; ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX. BARE ELECTRODE AND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX CLASSIFICATION. MINIMUM WELD SIZE TO BE

3/16" FILLET WELD, U.N.O.

4.06 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD

WILL NOT BE PERMITTED.

4.07 SHOP CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE WELDED OR BOLTED.

FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE BOLTED, WHERE POSSIBLE.

4.08 WHEN SPECIFICALLY NOT DETAILED ON THE DESIGN DRAWINGS PROVIDE THE FOLLOWING BEAM

CONNECTIONS:

A. USE TWO-SIDE ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION.

B. WHERE BEAM REACTIONS ARE SHOWN, CONNECTIONS SHALL DEVELOP THE REACTION GIVEN.

C. WHEN BEAM REACTIONS ARE NOT SHOWN, CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE HALF

THE TOTAL UNIFORM LOAD CAPACITIES SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES, PARTS 2 OF

THE AISC MANUAL, FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL SPECIFIED.

D. WHERE REACTIONS ARE SUBJECT TO ECCENTRICITY, SUCH ECCENTRICITY SHALL BE TAKEN INTO

ACCOUNT.

4.09 FIELD SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF MEMBER AT THE POINT OF

SPLICE IN BENDING, SHEAR AND AXIAL LOAD (COMPRESSION AND TENSION).

4.10 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH

ALTERNATE DETAILS, WHICH HE PROPOSES.

4.11 PROVIDE STIFFENER PLATES ON EACH SIDE OF WEB OF BEAM OR GIRDER AT POINTS OF

CONCENTRATED LOADS. MINIMUM STIFFENER PLATE THICKNESS SHALL BE 1/2" OR FLANGE THICKNESS OF

COLUMNS ABOVE OR BELOW, WHICHEVER IS THICKER.

4.12 FILLER BEAMS OR JOISTS SHOULD BE SPACED EQUALLY BETWEEN THE COLUMNS IF NOT SHOWN

OTHERWISE ON THE DRAWINGS.

4.13 PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING TO PROVIDE LATERAL SUPPORT UNTIL ALL

PERMANENT BRACING MOMENT CONNECTIONS AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE

COMPLETELY INSTALLED.

4.14 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE FRAMING AROUND OPENINGS IN FLOOR AND ROOF SLAB AS INDICATED IN

THE MECHANICAL AND ARCHITECTURAL DRAWINGS.

4.15 THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE WEB REINFORCEMENT AT OPENINGS IN STEEL BEAMS AND GIRDERS FOR MECHANICAL AND ELECTRICAL PENETRATIONS. WEB OPENINGS SHALL BE LOCATED IN THE MIDDLE 1/3 OF BEAM DEPTH. WEB REINFORCEMENT IS NOT REQUIRED FOR WEB OPENINGS LESS THAN 4" DIAMETER OR 3" X 3". A MAXIMUM OF ONE WEB OPENING IS PERMITTED FOR EACH BEAM NOT HAVING WEB

REINFORCEMENT.

4.16 STRUCTURAL STEEL CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATION WITH THE TOP OF CONCRETE ELEVATION. IN CASE OF CONFLICT, THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS

BID FOR MORE STRINGENT REQUIREMENTS.

4.17 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON FIREPROOFING, CONNECTIONS

DESIGNATED AS SLIP CRITICAL, OR TO BE WELDED.

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91048

K. MORRIS

J. GREENWELL

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FTEV 15-1005

6.00 POST INSTALLED ANCHORS

6.01 ANCHOR BASIS OF DESIGN, FOR ALL POST INSTALLED ANCHORS ARE HILTI, INC PRODUCTS.

CONTACT HILTI AT (800) 879-8000.

6.02 WHERE CALLED FOR IN THE CONSTRUCTION DRAWINGS, EPOXY (ADHESIVE) SHALL BE HILTI HIT-HY 200 OR EQUIVALENT SYSTEM. PROVIDE GALVANIZED A-307 OR EQUIV. ALL-THREAD ROD AND GALV.

WASHERS AND NUTS, TYPICAL.

6.03 WHERE CALLED FOR IN THE CONSTRUCTION DRAWINGS, EXPANSION (EXP.) ANCHORS SHALL BE GALVANIZED HILTI KWIK BOLT 3, INCLUDING NUT AND WASHER, WITH 4" EMBEDMENT INTO GROUT FILLED

CMU OR CONCRETE. ANCHOR EDGE DISTANCE SHALL BE 4" MINIMUM AT ALL LOCATIONS.

6.04 INSTALL ALL ANCHORS PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS, AS INCLUDED IN THE

ANCHOR PACKAGING.

6.05 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRENTATIVE TO PROVIDE

ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE

CONTRACTING OFFICER MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING

ANCHORS.

6.06 ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ANCHORS, ANCHOR EMBEDMENT, AND PROXIMITY OF ANCHORS TO EDGES OF CONCRETE AND/OR MASONRY. INSTALL ANCHORS IN

ACCORDANCE WITH THE SPACING AND EDGE CLEARANCES INDICATED IN THESE DRAWINGS.

WIND LOAD DETERMINATION ASSUMPTIONS - INTERNATIONAL BUILDING CODE 2012

ROOF SLOPE

145 C 17 3 ON 12 II ENCLOSED

ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)

ROOF ZONE 1

ROOF ZONE 2 ROOF ZONE 3

WALL ZONE 4 WALL ZONE 5

O-HANG O-HANG

27.1 -43.1 -75.0 47.1 -51.0 -63.0

50 21.5 -40.3 -61.0 43.6 -47.5 -56.0

19.1 -39.1 -55.0 40.0 -44.0 -48.9

-110.8

-94.1

-86.9

-147.5

-114.1

-99.7

NOTES:

1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,

OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

2. THE EDGE STRIP, a = 6.8 FT.

3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.

< 10

> 100

WIND VELOCITY

(MPH)

EXPOSURE